Plans- W912P823B0022_Part 3 of 4.pdf
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- Solicitation number
- W912P823B0022
About this file
This solicitation seeks bids for construction services related to repairing damage from Hurricane Ida. The U.S. Army Corps of Engineers Engineering District New Orleans is soliciting bids for the Grand Isle and Vicinity Project, Post-Ida Clay core/Geotube repairs through solicitation number W912P823B0022. The work consists of constructing a clay core and geotextile placement on the Grand Isle dune, including excavation and fill, and placing sand cover atop the entire dune alignment. Additional incidental work includes dune planting, sand fencing, ACB crossings, and a timber crossing. The estimated value of this work is between $25,000,000 and $100,000,000. Questions are due by June 6, 2023 and bids are to be submitted through the System for Award Management. The contract will be a single award firm fixed price contract. The North American Industry Classification System code for this procurement is 237990.
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HWY 1
ROW
DUNE C/L
FOR EXISTING STONE CONTRACT
ROW BOUNDARY
EXISTING GRADE
EXISTING EMERGENCY VEHICLE CROSSING
240+00 241+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00 249+00 250+00 251+00 252+00 253+00 254+00 255+00 256+00 257+00 258+00 259+00
0 0
5 5
10 10
15 15
20 20
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
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IO
N
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2 3
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4 5
A
B
M A
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F
IL
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S I Z
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B M
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P L
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S C
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D A
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M A
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IDENTIFICATION
SHEET
D A
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®of Engineers
US Army Corps
U .S
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M A
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M A
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IC
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IT
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N
100' 200'0
STA. 240+00 TO STA. 260+00
DUNE C/L PROFILE
C-16
S T
A
T O
S T
A
D U
N E
C E
N T
E R
L
IN
E P
L A
N A
N D
P R
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IL
E
M A
T C
H L
IN
E
M A
T C
H L
IN
E
S H
E E
T C
-1
S H
E E
T C
-1
DUNE EL. 13.5'
:1
C -1
AT THE GRADE AND ELEVATIONS SHOWN ON SHEET C-22.
1. SAND SHALL BE PLACED ON TOP OF THE EXISTING SAND FILLED GEOTUBE
NOTES:
.2
S T
A
P I-3
0 2 .6
S
HWY 1
DUNE C/L
EXISTING GRADE
260+00 261+00 262+00 263+00 264+00 265+00 266+00 267+00 268+00 269+00 270+00 271+00 272+00 273+00 274+00 275+00 276+00 277+00 278+00 279+00
0 0
5 5
10 10
15 15
20 20
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
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D B
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D E
S
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D B
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D E
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2 3
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A
B
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IDENTIFICATION
SHEET
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US Army Corps
U .S
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W O
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N A
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W N
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M N
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M A
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B
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M A
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D I
S L
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N D
V
IC
IN
IT
Y
N
100' 200'0
STA. 260+00 TO STA. 280+00
DUNE C/L PROFILE
C-17
M A
T C
H L
IN
E
M A
T C
H L
IN
E
S H
E E
T C
-1
S H
E E
T C -1
DUNE EL. 13.5'
S T
A
T O
S T
A
D U
N E
C E
N T
E R
L
IN
E P
L A
N A
N D
P R
O F
IL
E
:1
C -1
AT THE GRADE AND ELEVATIONS SHOWN ON SHEET C-22.
1. SAND SHALL BE PLACED ON TOP OF THE EXISTING SAND FILLED GEOTUBE
NOTES:
.6
S
1 2 .6
S
DUNE C/L
HWY 1
EXISTING GRADE
EXISTING EMERGENCY VEHICLE CROSSING
280+00 281+00 282+00 283+00 284+00 285+00 286+00 287+00 288+00 289+00 290+00 291+00 292+00 293+00 294+00 295+00 296+00 297+00 298+00 299+00 300+00
0 0
5 5
10 10
15 15
20 20
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
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D E
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IG
N E
D B
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D E
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IO
N
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2 3
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M A
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F
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P L
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D A
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M A
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D E
S C
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IP
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N
C O
N T
R A
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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
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IN
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W O
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IS
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M A
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W N
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M N
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M A
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W N
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A D
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E D
-2 -0
M A
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-4
W
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F F
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S O
N
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A R
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A
IR
S
G R
A N
D I
S L
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N D
V
IC
IN
IT
Y
N
100' 200'0
C-18
M A
T C
H L
IN
E
M A
T C
H L
IN
E
S H
E E
T C -1
S H
E E
T C
-1
DUNE EL. 13.5'
AT THE GRADE AND ELEVATIONS SHOWN ON SHEET C-22.
1. SAND SHALL BE PLACED ON TOP OF THE EXISTING SAND FILLED GEOTUBE
NOTES:
STA. 280+00 TO STA. 300+00
DUNE C/L PROFILE
S T
A
T O
S T
A
D U
N E
C E
N T
E R
L
IN
E P
L A
N A
N D
P R
O F
IL
E
:1
C -1
.5
S
.5
S
EXISTING GRADE
300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00 311+00 312+00 313+00 314+00 315+00 316+00 317+00 318+00 319+00 320+00
0 0
5 5
10 10
15 15
20 20
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 I Z
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
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
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
N
100' 200'0
C-19
M A
T C
H L
IN
E
M A
T C
H L
IN
E
S H
E E
T C
-1
S H
E E
T C
-2
DUNE EL. 13.5'
AT THE GRADE AND ELEVATIONS SHOWN ON SHEET C-22.
1. SAND SHALL BE PLACED ON TOP OF THE EXISTING SAND FILLED GEOTUBE
NOTES:
STA. 300+00 TO STA. 320+00
DUNE C/L PROFILE
S T
A
T O
S T
A
D U
N E
C E
N T
E R
L
IN
E P
L A
N A
N D
P R
O F
IL
E
:1
C -1
.5
S
.3
S
EXISTING GRADE
DO NOT DISTURB
EXISTING TIMBER CROSSING
VEHICLE CROSSING
EXISTING EMERGENCY
321+00 322+00 323+00 324+00 325+00 326+00 327+00 328+00 329+00 330+00 331+00 332+00 333+00 334+00 335+00 336+00 337+00 338+00 339+00 340+00
0 0
5 5
10 10
15 15
20 20
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 I Z
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
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
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
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IO
N
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A
N E
I D
A R
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A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
N
100' 200'0
C-20
M A
T C
H L
IN
E
M A T
C H L
IN
E S
H E
E T C -1
S H
E E
T C
-2
DUNE EL. 13.5'
STA. 320+00 TO STA. 340+00
DUNE C/L PROFILE
AT THE GRADE AND ELEVATIONS SHOWN ON SHEET C-22.
1. SAND SHALL BE PLACED ON TOP OF THE EXISTING SAND FILLED GEOTUBE
NOTES:
S T
A
T O
S T
A
D U
N E
C E
N T
E R
L
IN
E P
L A
N A
N D
P R
O F
IL
E
:1
C -2
.3
S
5 3 .9
S
EXISTING GRADE
341+00 342+00 343+00 344+00 345+00 346+00 347+00 348+00 349+00 350+00 351+00 352+00 353+00 354+00 355+00 356+00 357+00 358+00 359+00 360+00
0 0
5 5
10 10
15 15
20 20
361+00 362+00
0 0
5 5
10 10
15 15
20 20
.5
E
L E
V
.0
S
V
I
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
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A P
P R
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T E
F
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B E
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S I Z
E
S U
B M
IT
T
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B Y
P L
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S C
A L
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D A
T E
M A
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D E
S C
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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
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W O
R L
E A
N S
D
IS
T R
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T
N E
W O
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N S
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IS
IA
N A
A N
S I
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M A
T T
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W N
R
A D
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M N
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M A
T T
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W N
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A D
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F E
B
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
J E
F F
E R
S O
N
P
A R
IS
H
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N A
D U
N E
A N
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T R
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N
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A
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A R
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A
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A N
D I
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E A
N D
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IT
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N
100' 200'0
ALIGNMENTS-CL-SL - PROFILE 19
C-21
M A
T C
H L
IN
E
S H
E E
T C -2
DUNE EL. 13.5'
AT THE GRADE AND ELEVATIONS SHOWN ON SHEET C-22.
1. SAND SHALL BE PLACED ON TOP OF THE EXISTING SAND FILLED GEOTUBE
NOTES:
S T
A
T O
S T
A
D U
N E
C E
N T
E R
L
IN
E P
L A
N A
N D
P R
O F
IL
E
:1
C -2
,7
,2
.7
E
,6
.4
.3
S
O
E
.9
S
.6
S
EL. 8.5'
EL. 13.5'
10'
40'
33'
VARIES
EXISTING GROUND
MATERIAL
STOCKPILE EXCAVATED
EXISTING GROUND
VARIES
33'
CLAY COVER
OF GEOTEXTILE WITHOUT
LEAVE MINIMUM OF 50'
CLAY COVER
OF GEOTEXTILE WITHOUT
LEAVE MINIMUM OF 10'
EXISTING GROUND
CLAY COVER
OF GEOTEXTILE WITHOUT
LEAVE MINIMUM OF 50'
CLAY COVER
OF GEOTEXTILE WITHOUT
LEAVE MINIMUM OF 10'
33'
VARIES
3'
EXISTING GROUND
3'
VARIES
33'
AND STITCH ON ISLAND SIDE
FABRIC SHALL OVERLAP, ROLL,
OVERLAP
5' MIN
PANEL EDGE
TOP GEOTEXTILE
PANEL EDGE
BOTTOM GEOTEXTILE
EARTH ANCHORS
'4
50'
C-22
:1
S E
C T
IO
N
A N
D D
E T
A
IL
S
D U
N E
A N
D B
E A
C H
T H
E O
R E
T
IC
L
EL. 5.0'
1V:5H
1V:33H
1V:20H
N.T.S.
THEORETICAL DUNE AND BEACH SECTION
GULF SIDE
ROW C/L DUNE
1V:3H EL. +5.0'
LAND SIDE GULF SIDE
CLAY CORE PHASE I - KEY-IN TO EXISTING ISLAND
NTS
LAND SIDE GULF SIDE
C/L DUNEROW
EL. +5.0'
1V:3H
CLAY CORE PHASE II - LINE FOUNDATION WITH GEOTEXTILE
NTS
ROW
LAND SIDE
C/L DUNE
GULF SIDE
CLAY CORE PHASE III - PLACE SEMI-COMPACTED CLAY
NTS
1V:3H EL. +5.0'
EL. 10.5'
1V:4 H 1V:4H
EL. +5.0'
EL. 10.5'
1V:3H
1V:4 H 1V:4H
ROW C/L DUNE
LAND SIDE GULF SIDE
NTS
CLAY CORE PHASE IV - WRAP CLAY AND SEW AS SHOWN
TOE
TOE
EDGE OF CROWN
EDGE OF CROWN
PLACED 2-3 FT FROM FIRST ROW
2. SECOND ROW OF ANCHORS SHALL BE
SHALL BE ANCHORED 4" FROM THE EDGE
1. OUTSIDE EDGE OF TOP GEOTEXTILE
NOTES:
LAND SIDE SEAM SHALL BE J-STITCHED.
NOTE:
GEOTEXTILE OVERLAP DETAILS
C -2
IS SAND, CLAY, AND STONE.
PLACE IF FREE FROM DEBRIS. THE ONLY MATERIAL ALLOWED
NOTE: STOCKPILED MATERIAL IS ALLOWED TO BE LEFT IN
NTS
TRANSITION DETAIL
NEW CLAY CORE
EXISTING GEOTUBE
EXISTING GEOTUBE.
FIELD ADJUSTED TO ABUT AND OVERLAP (50') THE
1. THE ALIGNMENT OF THE CLAY CORE SHALL BE
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 I Z
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
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
100' (TYPICAL)
75ft
ROWS BITTER PANICUM
SEA OATES, ALL OTHER
DUNE CENTERLINE)
(PARALLEL TO
SAND FENCE
DUNE CENTERLINE)
(PARALLEL TO
SAND FENCE
DUNE CENTERLINE)
(PARALLEL TO
SAND FENCE
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 I Z
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
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
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
C
DUNE
L
1V:33H
1V:5H
1V :5H
AND V
ARIE
S
4 ROWS - 2' O.C.7 ROWS @ 3' O.C. 4 ROWS - 2' O.C. 4 ROWS - 2.5' O.C. 3 ROWS - 3' O.C. 3.5' O.C.
2 ROWS -
9 ROWS @ 1.5' O.C.
LAND SIDE GULF SIDE
GULF SIDE
LAND SIDE
TOP OF DUNE (ELEV. 13.5)
V
:5 H
V
:5 H
10'
OVERLAP
10'
OVERLAPOVERLAP
10'
OVERLAP
10'
100' (TYPICAL)
DUNE PLANTING DIAGRAM
SAND FENCE LAYOUT
V
:3
H
V
:3
H
TOE OF DUNE (ELEV. 8.5)
D U
N E
P L
A N
T
IN
G D
IA
G
R A
M
S A
N D
F E
N C
E L
A Y
O U
T A
D
C-23
:1
C -2
BITTER PANICUM QUANTITY = 6,000 PLANTS/ACRE (APPROX)
SEA OATES QUANTITY = 400 PLANTS/ACRE (APPROX)
V
:5 H
A N
D V
A R
IE
S
V
:5 H
TO BE ADJUSTED ACCORDINGLY.
OMITTED, WIDTH OF VEGETATION PLANTING
WITHIN WALKWAY LIMITS OF RAMP SHALL BE
MAINTAINED IN THESE AREAS. ROWS THAT FALL
NUMBER OF ROWS AND ROW SPACINGS TO BE
EMBANKMENTS AT PEDESTRIAN CROSSINGS.
3. VEGETATION TO BE INSTALLED ON RAMP
WHERE THE DUNE IS REPLENISHED.
2. PLANTING WILL ONLY BE PERFORMED IN AREAS
STAGGERED BY 1.5'
TO BE 3' O.C. WITH ADJACENT ROWS
1. LONGITUDINAL DISTRIBUTION OF PLANTS
DUNE PLANTING NOTES:
TO SAND FENCE SPACING.
CROSSOVERS TO MINIMIZE THE NUMBER OF DISRUPTIONS
OF SAND FENCE AT VEHICLE AND PEDESTRIAN
3. WHEREVER POSSIBLE, LOCATE THE OVERLAP SECTIONS
VEHICLE AND PEDESTRIAN CROSSOVERS.
2. SAND FENCE SHALL NOT BE PLACED WITHIN 5 FEET OF
LENGTH OF REPAIRED DUNE.
1. SAND FENCE SHALL BE PLACED ALONG THE ENTIRE
SAND FENCE NOTES:
SCALE: 1" = 5'
SCALE: 1" = 10'
1.5"
/ 8
2.25"
/ 8
WIRE
SLATSPACESLAT
F
T P
O S
T S
M
IN
IM
U M
D
IA
M E
T E
R t o
E M
B E
D M
E N
T L
E N
G T
H
10 FT
WIRE
POST
SLATS
GROUND (CONSTRUCTED OR EXISTING) ELEVATION VARIES
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 I Z
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
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
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
SAND FENCE ON POST
(+/- 0.25")
SLAT SPACING - PLAN
(N.T. S. - NOT TO SCALE)
S A
N D
F E
N C
E D
E T
A
IL
C-24
C -2
:1
TOP VIEW
INDIVIDUAL SLAT
5. FENCING SHALL BE ATTACHED TO THE POSTS USING FENCE STAPLES.
4. SET POSTS PLUMB AND IN ALIGNMENT.
FEET ON CENTER.
3. POSTS SHALL BE 8 FEET IN LENGTH AND PLACED 10
2. WIRE SHALL NOT BE LESS THAN 13 STEEL WIRE GAUGE.
1. SLATS SHALL BE NO. 1 ASPEN OR SPRUCE.
NOTES:
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 I Z
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
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
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
LEGEND
EXISTING GROUND
CLAY TEMPLATE
EXCAVATION AND FILL TEMPLATE
DUNE AND BEACH SAND TEMPLATE
INFLUENCES, EXISTING CONDITIONS MAY VARY.
SURVEYS SHOWN ARE FROM DEC 2021. DUE TO GULF
NOTE:
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
C-25
S T
A
T O
S T
A
D U
N E
A N
D B
E A
C H
C R
O S
S S
E C
T
IO
N S
15+00
20+00
25+00
10+00
5+00
0+00
:1
C -2
LANDSIDE GULF SIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
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 I Z
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
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
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
LEGEND
EXISTING GROUND
CLAY TEMPLATE
EXCAVATION AND FILL TEMPLATE
DUNE AND BEACH SAND TEMPLATE
INFLUENCES, EXISTING CONDITIONS MAY VARY.
SURVEYS SHOWN ARE FROM DEC 2021. DUE TO GULF
NOTE:
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
C-26
S T
A
T
O S
T A
D U
N E
A N
D B
E A
C H
C R
O S
S S
E C
T
IO
N S
30+00
35+00
40+00
45+00
50+00
55+00
:1
C -2
LANDSIDE GULF SIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
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 I Z
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
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
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
LEGEND
EXISTING GROUND
CLAY TEMPLATE
EXCAVATION AND FILL TEMPLATE
DUNE AND BEACH SAND TEMPLATE
INFLUENCES, EXISTING CONDITIONS MAY VARY.
SURVEYS SHOWN ARE FROM DEC 2021. DUE TO GULF
NOTE:
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
C-27
S T
A
T
O S
T A
D U
N E
A N
D B
E A
C H
C R
O S
S S
E C
T
IO
N S
85+00
80+00
75+00
70+00
65+00
60+00
:1
C -2
LANDSIDE GULF SIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
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 I Z
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
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
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
LEGEND
EXISTING GROUND
CLAY TEMPLATE
EXCAVATION AND FILL TEMPLATE
DUNE AND BEACH SAND TEMPLATE
INFLUENCES, EXISTING CONDITIONS MAY VARY.
SURVEYS SHOWN ARE FROM DEC 2021. DUE TO GULF
NOTE:
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
C-28
S T
A
T
O S
T A
D U
N E
A N
D B
E A
C H
C R
O S
S S
E C
T
IO
N S
115+00
110+00
105+00
100+00
95+00
90+00
:1
C -2
LANDSIDE GULF SIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
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 I Z
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
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
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
LEGEND
EXISTING GROUND
CLAY TEMPLATE
EXCAVATION AND FILL TEMPLATE
DUNE AND BEACH SAND TEMPLATE
INFLUENCES, EXISTING CONDITIONS MAY VARY.
SURVEYS SHOWN ARE FROM DEC 2021. DUE TO GULF
NOTE:
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
C-29
S T
A
T O
S T
A
D U
N E
A N
D B
E A
C H
C R
O S
S S
E C
T
IO
N S
145+00
140+00
135+00
130+00
125+00
120+00
:1
C -2
LANDSIDE GULF SIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
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 I Z
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
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
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
LEGEND
EXISTING GROUND
CLAY TEMPLATE
EXCAVATION AND FILL TEMPLATE
DUNE AND BEACH SAND TEMPLATE
INFLUENCES, EXISTING CONDITIONS MAY VARY.
SURVEYS SHOWN ARE FROM DEC 2021. DUE TO GULF
NOTE:
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
C-30
S T
A
T O
S T
A
D U
N E
A N
D B
E A
C H
C R
O S
S S
E C
T
IO
N S
150+00
155+00
160+00
165+00
170+00
175+00
:1
C -3
LANDSIDE GULF SIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
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 I Z
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
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
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
LEGEND
EXISTING GROUND
CLAY TEMPLATE
EXCAVATION AND FILL TEMPLATE
DUNE AND BEACH SAND TEMPLATE
INFLUENCES, EXISTING CONDITIONS MAY VARY.
SURVEYS SHOWN ARE FROM DEC 2021. DUE TO GULF
NOTE:
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
20 20
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
C-31
S T
A
T O
S T
A
D U
N E
A N
D B
E A
C H
C R
O S
S S
E C
T
IO
N S
:1
C -3
185+00
205+00
200+00
195+00
190+00
180+00
LANDSIDE GULF SIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
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 I Z
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
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
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
LEGEND
EXISTING GROUND
CLAY TEMPLATE
EXCAVATION AND FILL TEMPLATE
DUNE AND BEACH SAND TEMPLATE
INFLUENCES, EXISTING CONDITIONS MAY VARY.
SURVEYS SHOWN ARE FROM DEC 2021. DUE TO GULF
NOTE:
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
20 20
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
20 20
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
20 20
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
20 20
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
20 20
C-32
S T
A
T O
S T
A
D U
N E
A N
D B
E A
C H
C R
O S
S S
E C
T
IO
N S
:1
C -3
225+00
230+00
220+00
215+00
210+00
LANDSIDE GULF SIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
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 I Z
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
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
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
LEGEND
EXISTING GROUND
CLAY TEMPLATE
EXCAVATION AND FILL TEMPLATE
DUNE AND BEACH SAND TEMPLATE
INFLUENCES, EXISTING CONDITIONS MAY VARY.
SURVEYS SHOWN ARE FROM DEC 2021. DUE TO GULF
NOTE:
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
20 20
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
C-33
S T
A
T O
S T
A
D U
N E
A N
D B
E A
C H
C R
O S
S S
E C
T
IO
N S
:1
C -3
245+00
250+00
255+00
260+00
240+00
265+00
LANDSIDE GULF SIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
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 I Z
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
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
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
LEGEND
EXISTING GROUND
CLAY TEMPLATE
EXCAVATION AND FILL TEMPLATE
DUNE AND BEACH SAND TEMPLATE
INFLUENCES, EXISTING CONDITIONS MAY VARY.
SURVEYS SHOWN ARE FROM DEC 2021. DUE TO GULF
NOTE:
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
20 20
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
C-34
S T
A
T O
S T
A
D U
N E
A N
D B
E A
C H
C R
O S
S S
E C
T
IO
N S
:1
C -3
290+00
285+00
280+00
275+00
270+00
295+00
LANDSIDE GULF SIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
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 I Z
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
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
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
LEGEND
EXISTING GROUND
CLAY TEMPLATE
EXCAVATION AND FILL TEMPLATE
DUNE AND BEACH SAND TEMPLATE
INFLUENCES, EXISTING CONDITIONS MAY VARY.
SURVEYS SHOWN ARE FROM DEC 2021. DUE TO GULF
NOTE:
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
C-35
S T
A
T O
S T
A
D U
N E
A N
D B
E A
C H
C R
O S
S S
E C
T
IO
N S
:1
C -3
320+00
315+00
310+00
305+00
300+00
325+00
LANDSIDE GULF SIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
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 I Z
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
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
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
LEGEND
EXISTING GROUND
CLAY TEMPLATE
EXCAVATION AND FILL TEMPLATE
DUNE AND BEACH SAND TEMPLATE
INFLUENCES, EXISTING CONDITIONS MAY VARY.
SURVEYS SHOWN ARE FROM DEC 2021. DUE TO GULF
NOTE:
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
20 20
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
20 20
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
20 20
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
C-36
S T
A
T O
S T
A
D U
N E
A N
D B
E A
C H
C R
O S
S S
E C
T
IO
N S
:1
C -3
350+00
345+00
340+00
335+00
330+00
355+00
LANDSIDE GULF SIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
GULF SIDELANDSIDE
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 I Z
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
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
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
LEGEND
EXISTING GROUND
CLAY TEMPLATE
EXCAVATION AND FILL TEMPLATE
DUNE AND BEACH SAND TEMPLATE
INFLUENCES, EXISTING CONDITIONS MAY VARY.
SURVEYS SHOWN ARE FROM DEC 2021. DUE TO GULF
NOTE:
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
0 0
10 10
C-37
S T
A
T O
S T
A
D U
N E
A N
D B
E A
C H
C R
O S
S S
E C
T
IO
N S
:1
C -3
362+00
360+00
LANDSIDE
LANDSIDE GULF SIDE
GULF SIDE
TOP EDGE OF CUT
VARIES
BORROW BASELINE
LIGHT
NAVIGATION
EXISTING
EXISTING JETTY
DREDGE PIPELINE CORRIDOR
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 I Z
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
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
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
N
GRAND ISLE
CAMINADA PASS
GULF OF MEXICO
C-38
:1
C -3
600'0 300'
SCALE
1V:2 0H1V:20H
REQUIRED DEPTH EL. -20.0' (NAVD88)
EL. RANGES -12' TO -18'
N.T.S.
THEORETICAL BORROW SECTION
0+00
5+00
10+00
15+00
20+00
25+00
30+00
35+00
40+00
45+00
50+00
STA. XY COORDINATE
COORDINATES
BORROW BASELINE
55+00
60+00
X 3695858.85
Y 249986.73
X 3695521.98
Y 250356.20
X 3695185.10
Y 250725.68
X 3694848.22
Y 251095.16
X 3694511.34
Y 251464.64
X 3694174.46
Y 251834.11
X 3693837.58
Y 252203.59
X 3693500.71
Y 252573.07
X 3693163.83
Y 252942.54
X 3692826.95
Y 253312.02
X 3692490.07
Y 253681.50
X 3692153.19
Y 254050.97
X 3691816.32
Y 254420.45
C A
M
IN
A D
A B
O R
R O
W P
L A
N
7. REFER TO SHEET B-01 TO B-12 FOR BORROW BORING INFORMATION.
4. REFER TO SHEETS C-39 TO C-43 FOR BORROW CROSS SECTIONS.
3. ALL SECTIONS SHALL REFERENCE THE BORROW BASELINE PROVIDED WITH SHOTS TAKEN ON 20' INTERVALS.
OR AS FAR AS NECESSARY TO PROPERLY MEASURE THE AMOUNT OF MATERIAL REMOVED.
CUT PERFORMED AND AT THE END OF THE CUT. SECTIONS SHALL EXTEND 100' BEYOND EDGE OF CUT ON EACH SIDE,
2. CONTRACTOR SHALL PERFORM BEFORE AND AFTER DREDGE CROSS SECTIONS AT 100' INTERVALS FOR EACH
.MOVING ON TO THE NEXT CUT. APPROXIMATELY 280,000 CY ARE AVAILABLE IN CAMINADA BORROW PIT
EACH PROPOSED CUT PRIOR TO 1. DREDGING SHALL BE PERFORMED TO THE FULL LIMITS AND REQUIRED DEPTH IN
NOTES:
Y=253369.72
X=3695751.53
Y=252999.93
X=3695345.96
Y=253316.07
X=3695057.72
Y=252607.84
X=3694280.96
Y=250908.25
X=3695830.59
Y=251043.00
X=3695978.39
Y=253132.41
X=3695967.90
CP-22-1
CP-22-2
CP-22-3
CP-22-4
CP-22-5
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 I Z
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
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
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 1,400 1,500 1,600 1,700 1,800 1,900 2,000 2,100 2,200 2,300
-20 -20
-10 -10
0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 1,400 1,500 1,600 1,700 1,800 1,900 2,000 2,100 2,200 2,300
-20 -20
-10 -10
0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 1,400 1,500 1,600 1,700 1,800 1,900 2,000 2,100 2,200 2,300
-20 -20
-10 -10
0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 1,400 1,500 1,600 1,700 1,800 1,900 2,000 2,100 2,200 2,300
-20 -20
-10 -10
0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 1,400 1,500 1,600 1,700 1,800 1,900 2,000 2,100 2,200 2,300
-20 -20
-10 -10
C-39
S T
A
T O
S T
A
C A
M
IN
A D
A B
O R
R O
W C
R O
S S
S E
C T
IO
N
S
11+00
10+00
9+00
8+00
7+00
:1
C -3
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 I Z
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
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C-43
| H-16-48611_C-16_Dune Centerline Plan and Profile_Sta 240+00_Sta 260+00 |
| H-16-48611_C-17_Dune Centerline Plan and Profile_Sta 260+00_Sta 280+00 |
| H-16-48611_C-18_Dune Centerline Plan and Profile_Sta 280+00_Sta 300+00 |
| H-16-48611_C-19_Dune Centerline Plan and Profile_Sta 300+00_Sta 320+00 |
| H-16-48611_C-20_Dune Centerline Plan and Profile_Sta 320+00_Sta 340+00 |
| H-16-48611_C-21_Dune Centerline Plan and Profile_Sta 340+00_Sta 360+00 |
| H-16-48611_C-22_Dune and Beach Theoretical Section and Details |
| H-16-48611_C-23_SandFenceLayoutandDunePlantingDiagram |
| H-16-48611_C-24_SandFenceDetail |
| Plans_COLOR-2.pdf |
| H-16-48611_C-25_Dune XS_Sta 0+00_Sta 25+00 |
| H-16-48611_C-26_Dune XS_Sta 30+00_Sta 55+00 |
| H-16-48611_C-27_Dune XS_Sta 60+00_Sta 85+00 |
| H-16-48611_C-28_Dune XS_Sta 90+00_Sta 115+00 |
| H-16-48611_C-29_Dune XS_Sta 120+00_Sta 145+00 |
| H-16-48611_C-30_Dune XS_Sta 150+00_Sta 175+00 |
| H-16-48611_C-31_Dune XS_Sta 180+00_Sta 205+00 |
| H-16-48611_C-32_Dune XS_Sta 210+00_Sta 235+00 |
| H-16-48611_C-33_Dune XS_Sta 240+00_Sta 265+00 |
| H-16-48611_C-34_Dune XS_Sta 270+00_Sta 295+00 |
File details come from the government source that posted it. Updated .