Attachment 2 Calcasieu Dredge Miles 17-36_Plans.pdf
PDF 25 MB Posted
- Solicitation number
- W912P825BA020
About this file
These files are engineering cross-section plans for the Calcasieu River and Pass Maintenance Dredging project in Louisiana, detailing channel configurations and dredging specifications for Mile 17.0 to Mile 36.0. The cross-section drawings provide precise elevation data and channel design parameters, including a required 400-foot bottom width with 1:2.5 side slopes, targeting an elevation of -43 feet Mean Lower Low Water (MLLW). The plans cover multiple sections including the main channel, Coon Island, Devil's Elbow, and additional areas, with survey data based on April-May 2025 measurements.
The technical drawings include detailed cross-sections for various station points (ranging from 893+60 to 1854+57), showing channel centerline elevations, existing grade lines, and design templates for different segments. Key technical notes specify that all station values are measured from the channel centerline, elevations are in Mean Lower Low Water, and the cross-section scale is 2 vertical to 1 horizontal. These comprehensive engineering plans are part of the U.S. Army Corps of Engineers New Orleans District's maintenance dredging project for Fiscal Year 2025, covering Calcasieu and Cameron Parishes in Louisiana.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Bid Abstract W912P825BA020.pdf | ||
| W912P825BA020 Amendment 0001.pdf | ||
| W912P825BA020.pdf | ||
| Attachment 1 Calcasieu Dredge Miles 17-36_Specifications.pdf |
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3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
EXISTING GRADE LINE
CHANNEL CENTERLINE
1. ALL ELEVATIONS ARE IN MEAN LOWER LOW WATER (MLLW)
5. CROSS SECTION SCALE, 2 VERTICAL: 1 HORIZONTAL
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON APRIL-MAY 2025 SURVEY DATA.
TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES
MAIN CHANNEL CROSS SECTIONS
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MILE 17.0 TO MILE 36.0
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900+00
893+60 930+00
940+00
950+00910+00
920+00 960+00
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NOTES:
3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON APRIL-MAY 2025 SURVEY DATA.
TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES
MAIN CHANNEL CROSS SECTIONS
E L
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WEST EAST
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MILE 17.0 TO MILE 36.0
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1000+00
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970+00 1010+00
1020+00
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1040+00
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-50 -50
-40 -40
-30 -30
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-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
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-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
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NOTES:
3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON APRIL-MAY 2025 SURVEY DATA.
TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES
MAIN CHANNEL CROSS SECTIONS
E L
E V
A T
IO
N
F
T
E L
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A T
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N
F
T
E L
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N
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N
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N
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N
F
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C/LC/L
C/L
C/L
C/L
EAST
C/L
C/L
C/L
WEST
WEST EAST
WEST EAST
WEST EAST WEST EAST
WEST EAST
WEST EAST
WEST EAST
M A
L L
O R
Y M
G
IL
L
E N
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-2 -0
J A
B
M J T
J A
N
W P
B
A
H -1
-4
ACCOUNT FOR TURNING BASINS OR BENDS THAT ARE CONNECTED TO THE MAIN CHANNEL.
6. CROSS SECTIONS WHERE BASE WIDTH EXTENDS FURTHER THAN DESIGN TEMPLATE
C A
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B.E.C.
MILE 17.0 TO MILE 36.0
M A
Y
1050+00 1090+00
1100+001060+00
1070+00 1110+00
1120+001080+00
S T
A
T
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N
C-19
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
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0 0
NEW ORLEANS DISTRICT
S O
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IDENTIFICATION
SHEET
D A
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N A
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S I
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SHEET LEGEND
CHANNEL TEMPLATE
NOTES:
3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON APRIL-MAY 2025 SURVEY DATA.
TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES
MAIN CHANNEL CROSS SECTIONS
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
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A T
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N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
C/LC/L
C/L
C/L
C/L
EAST
C/L
C/L
C/L
WEST
WEST EAST
WEST EAST
WEST EAST WEST EAST
WEST EAST
WEST EAST
WEST EAST
M A
L L
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Y M
G
IL
L
E N
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-2 -0
J A
B
M J T
J A
N
W P
B
A
H -1
-4
ACCOUNT FOR TURNING BASINS OR BENDS THAT ARE CONNECTED TO THE MAIN CHANNEL.
6. CROSS SECTIONS WHERE BASE WIDTH EXTENDS FURTHER THAN DESIGN TEMPLATE
C A
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A S
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C A
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A
B.E.C.
MILE 17.0 TO MILE 36.0
M A
Y
1160+00 1190+00
1180+001150+00
1140+00 1175+45
1130+00 1170+00
S T
A
T
O S
T A
M A
IN
C
H A
N N
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C R
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S S
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IO
N
C-20
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
NEW ORLEANS DISTRICT
S O
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IC
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N N
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D W
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D B
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2 3
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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
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 M
G
SHEET LEGEND
CHANNEL TEMPLATE
NOTES:
3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON APRIL-MAY 2025 SURVEY DATA.
TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES
MAIN CHANNEL CROSS SECTIONS
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
C/LC/L
C/L
C/L
C/L
EAST
C/L
C/L
C/L
WEST
WEST EAST
WEST EAST
WEST EAST WEST EAST
WEST EAST
WEST EAST
WEST EAST
M A
L L
O R
Y M
G
IL
L
E N
E D
-2 -0
J A
B
M J T
J A
N
W P
B
A
H -1
-4
ACCOUNT FOR TURNING BASINS OR BENDS THAT ARE CONNECTED TO THE MAIN CHANNEL.
6. CROSS SECTIONS WHERE BASE WIDTH EXTENDS FURTHER THAN DESIGN TEMPLATE
C A
L C
A S
IE
U
A N
D C
A M
E R
O N
P A
R
IS
H E
S L
A
M
IL
E
.0
T O
.0
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G F
Y
C A
L C
A S
IE
U
R
IV
E R
A N
D P
A S
S L
A
B.E.C.
MILE 17.0 TO MILE 36.0
M A
Y
1220+00 1242+56
1240+00
1230+00
1223+361198+00
1210+00
1200+00
S T
A
.7
T
O S
T A
M A
IN
C
H A
N N
E L
C R
O S
S S
E C
T
IO
N
C-21
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
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 M
G
SHEET LEGEND
CHANNEL TEMPLATE
NOTES:
3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON APRIL-MAY 2025 SURVEY DATA.
TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES
MAIN CHANNEL CROSS SECTIONS
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
C/LC/L
C/L
C/L
C/L
EAST
C/L
C/L
C/L
WEST
WEST EAST
WEST EAST
WEST EAST WEST EAST
WEST EAST
WEST EAST
WEST EAST
M A
L L
O R
Y M
G
IL
L
E N
E D
-2 -0
J A
B
M J T
J A
N
W P
B
A
H -1
-4
ACCOUNT FOR TURNING BASINS OR BENDS THAT ARE CONNECTED TO THE MAIN CHANNEL.
6. CROSS SECTIONS WHERE BASE WIDTH EXTENDS FURTHER THAN DESIGN TEMPLATE
C A
L C
A S
IE
U
A N
D C
A M
E R
O N
P A
R
IS
H E
S L
A
M
IL
E
.0
T O
.0
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G F
Y
C A
L C
A S
IE
U
R
IV
E R
A N
D P
A S
S L
A
B.E.C.
MILE 17.0 TO MILE 36.0
M A
Y
1270+00 1300+00
1290+001260+00
1251+88 1280+00
1278+001250+00
S T
A
T
O S
T A
M A
IN
C
H A
N N
E L
C R
O S
S S
E C
T
IO
N
C-22
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
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 M
G
SHEET LEGEND
CHANNEL TEMPLATE
NOTES:
3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON APRIL-MAY 2025 SURVEY DATA.
TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES
MAIN CHANNEL CROSS SECTIONS
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
C/LC/L
C/L
C/L
C/L
EAST
C/L
C/L
C/L
WEST
WEST EAST
WEST EAST
WEST EAST WEST EAST
WEST EAST
WEST EAST
WEST EAST
M A
L L
O R
Y M
G
IL
L
E N
E D
-2 -0
J A
B
M J T
J A
N
W P
B
A
H -1
-4
ACCOUNT FOR TURNING BASINS OR BENDS THAT ARE CONNECTED TO THE MAIN CHANNEL.
6. CROSS SECTIONS WHERE BASE WIDTH EXTENDS FURTHER THAN DESIGN TEMPLATE
C A
L C
A S
IE
U
A N
D C
A M
E R
O N
P A
R
IS
H E
S L
A
M
IL
E
.0
T O
.0
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G F
Y
C A
L C
A S
IE
U
R
IV
E R
A N
D P
A S
S L
A
B.E.C.
MILE 17.0 TO MILE 36.0
M A
Y
1330+00 1360+00
1350+001324+23
1320+00 1346+72
1340+001310+00
S T
A
T
O S
T A
M A
IN
C
H A
N N
E L
C R
O S
S S
E C
T
IO
N
C-23
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
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 M
G
SHEET LEGEND
CHANNEL TEMPLATE
NOTES:
3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON APRIL-MAY 2025 SURVEY DATA.
TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES
MAIN CHANNEL CROSS SECTIONS
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
C/LC/L
C/L
C/L
C/L
EAST
C/L
C/L
C/L
WEST
WEST EAST
WEST EAST
WEST EAST WEST EAST
WEST EAST
WEST EAST
WEST EAST
M A
L L
O R
Y M
G
IL
L
E N
E D
-2 -0
J A
B
M J T
J A
N
W P
B
A
H -1
-4
ACCOUNT FOR TURNING BASINS OR BENDS THAT ARE CONNECTED TO THE MAIN CHANNEL.
6. CROSS SECTIONS WHERE BASE WIDTH EXTENDS FURTHER THAN DESIGN TEMPLATE
C A
L C
A S
IE
U
A N
D C
A M
E R
O N
P A
R
IS
H E
S L
A
M
IL
E
.0
T O
.0
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G F
Y
C A
L C
A S
IE
U
R
IV
E R
A N
D P
A S
S L
A
B.E.C.
MILE 17.0 TO MILE 36.0
M A
Y
1400+00 1427+53
1420+001390+00
1380+00 1410+00
1406+031370+00
S T
A
T
O S
T A
M A
IN
C
H A
N N
E L
C R
O S
S S
E C
T
IO
N
C-24
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
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 M
G
SHEET LEGEND
CHANNEL TEMPLATE
NOTES:
3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON APRIL-MAY 2025 SURVEY DATA.
TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES
MAIN CHANNEL CROSS SECTIONS
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
C/LC/L
C/L
C/L
C/L
EAST
C/L
C/L
C/L
WEST
WEST EAST
WEST EAST
WEST EAST WEST EAST
WEST EAST
WEST EAST
WEST EAST
MILE 6.0 TO MILE 17.0
M A
L L
O R
Y M
G
IL
L
E N
E D
-2 -0
J A
B
M J T
J A
N
W P
B
A
H -1
-4
ACCOUNT FOR TURNING BASINS OR BENDS THAT ARE CONNECTED TO THE MAIN CHANNEL.
6. CROSS SECTIONS WHERE BASE WIDTH EXTENDS FURTHER THAN DESIGN TEMPLATE
C A
L C
A S
IE
U
A N
D C
A M
E R
O N
P A
R
IS
H E
S L
A
M
IL
E
.0
T O
.0
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G F
Y
C A
L C
A S
IE
U
R
IV
E R
A N
D P
A S
S L
A
B.E.C.
MILE 17.0 TO MILE 36.0
M A
Y
1452+47 1480+00
1479+971450+00
1440+00 1470+00
1460+001430+00
S T
A
T
O S
T A
M A
IN
C
H A
N N
E L
C R
O S
S S
E C
T
IO
N
C-25
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
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 M
G
SHEET LEGEND
CHANNEL TEMPLATE
NOTES:
3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON APRIL-MAY 2025 SURVEY DATA.
TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES
MAIN CHANNEL CROSS SECTIONS
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
C/LC/L
C/L
C/L
C/L
EAST
C/L
C/L
C/L
WEST
WEST EAST
WEST EAST
WEST EAST WEST EAST
WEST EAST
WEST EAST
WEST EAST
MILE 6.0 TO MILE 17.0
M A
L L
O R
Y M
G
IL
L
E N
E D
-2 -0
J A
B
M J T
J A
N
W P
B
A
H -1
-4
ACCOUNT FOR TURNING BASINS OR BENDS THAT ARE CONNECTED TO THE MAIN CHANNEL.
6. CROSS SECTIONS WHERE BASE WIDTH EXTENDS FURTHER THAN DESIGN TEMPLATE
C A
L C
A S
IE
U
A N
D C
A M
E R
O N
P A
R
IS
H E
S L
A
M
IL
E
.0
T O
.0
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G F
Y
C A
L C
A S
IE
U
R
IV
E R
A N
D P
A S
S L
A
B.E.C.
MILE 17.0 TO MILE 36.0
M A
Y
1510+00 1540+00
1538+381504+87
1500+00 1530+00
1520+001490+00
S T
A
T
O S
T A
M A
IN
C
H A
N N
E L
C R
O S
S S
E C
T
IO
N
C-26
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
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 M
G
SHEET LEGEND
CHANNEL TEMPLATE
NOTES:
3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON APRIL-MAY 2025 SURVEY DATA.
TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES
MAIN CHANNEL CROSS SECTIONS
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
C/LC/L
C/L
C/L
C/L
EAST
C/L
C/L
C/L
WEST
WEST EAST
WEST EAST
WEST EAST WEST EAST
WEST EAST
WEST EAST
WEST EAST
MILE 6.0 TO MILE 17.0
M A
L L
O R
Y M
G
IL
L
E N
E D
-2 -0
J A
B
M J T
J A
N
W P
B
A
H -1
-4
ACCOUNT FOR TURNING BASINS OR BENDS THAT ARE CONNECTED TO THE MAIN CHANNEL.
6. CROSS SECTIONS WHERE BASE WIDTH EXTENDS FURTHER THAN DESIGN TEMPLATE
C A
L C
A S
IE
U
A N
D C
A M
E R
O N
P A
R
IS
H E
S L
A
M
IL
E
.0
T O
.0
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G F
Y
C A
L C
A S
IE
U
R
IV
E R
A N
D P
A S
S L
A
B.E.C.
MILE 17.0 TO MILE 36.0
M A
Y
1550+00 1590+00
1560+00 1600+00
1610+001570+00
1580+00 1620+00
S T
A
T
O S
T A
M A
IN
C
H A
N N
E L
C R
O S
S S
E C
T
IO
N
C-27
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
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 M
G
SHEET LEGEND
CHANNEL TEMPLATE
NOTES:
3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON APRIL-MAY 2025 SURVEY DATA.
TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES
MAIN CHANNEL CROSS SECTIONS
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
C/LC/L
C/L
C/L
C/L
EAST
C/L
C/L
C/L
WEST
WEST EAST
WEST EAST
WEST EAST WEST EAST
WEST EAST
WEST EAST
WEST EAST
MILE 6.0 TO MILE 17.0
M A
L L
O R
Y M
G
IL
L
E N
E D
-2 -0
J A
B
M J T
J A
N
W P
B
A
H -1
-4
ACCOUNT FOR TURNING BASINS OR BENDS THAT ARE CONNECTED TO THE MAIN CHANNEL.
6. CROSS SECTIONS WHERE BASE WIDTH EXTENDS FURTHER THAN DESIGN TEMPLATE
C A
L C
A S
IE
U
A N
D C
A M
E R
O N
P A
R
IS
H E
S L
A
M
IL
E
.0
T O
.0
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G F
Y
C A
L C
A S
IE
U
R
IV
E R
A N
D P
A S
S L
A
B.E.C.
MILE 17.0 TO MILE 36.0
M A
Y
1660+00
1650+00
1690+00
1689+34
1680+00
1670+001630+00
1640+00
S T
A
T
O S
T A
M A
IN
C
H A
N N
E L
C R
O S
S S
E C
T
IO
N
C-28
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
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 M
G
SHEET LEGEND
CHANNEL TEMPLATE
NOTES:
3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON APRIL-MAY 2025 SURVEY DATA.
TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES
MAIN CHANNEL CROSS SECTIONS
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
C/LC/L
C/L
C/L
C/L
EAST
C/L
C/L
C/L
WEST
WEST EAST
WEST EAST
WEST EAST WEST EAST
WEST EAST
WEST EAST
WEST EAST
MILE 6.0 TO MILE 17.0
M A
L L
O R
Y M
G
IL
L
E N
E D
-2 -0
J A
B
M J T
J A
N
W P
B
A
H -1
-4
ACCOUNT FOR TURNING BASINS OR BENDS THAT ARE CONNECTED TO THE MAIN CHANNEL.
6. CROSS SECTIONS WHERE BASE WIDTH EXTENDS FURTHER THAN DESIGN TEMPLATE
C A
L C
A S
IE
U
A N
D C
A M
E R
O N
P A
R
IS
H E
S L
A
M
IL
E
.0
T O
.0
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G F
Y
C A
L C
A S
IE
U
R
IV
E R
A N
D P
A S
S L
A
B.E.C.
MILE 17.0 TO MILE 36.0
M A
Y
1700+00
1701+61
1708+08 1740+00
1730+00
1720+00
1710+00 1740+76
S T
A
T
O S
T A
M A
IN
C
H A
N N
E L
C R
O S
S S
E C
T
IO
N
C-29
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
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 M
G
SHEET LEGEND
CHANNEL TEMPLATE
NOTES:
3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON APRIL-MAY 2025 SURVEY DATA.
TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES
MAIN CHANNEL CROSS SECTIONS
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
C/LC/L
C/L
C/L
C/L
EAST
C/L
C/L
C/L
WEST
WEST EAST
WEST EAST
WEST EAST WEST EAST
WEST EAST
WEST EAST
WEST EAST
MILE 6.0 TO MILE 17.0
M A
L L
O R
Y M
G
IL
L
E N
E D
-2 -0
J A
B
M J T
J A
N
W P
B
A
H -1
-4
ACCOUNT FOR TURNING BASINS OR BENDS THAT ARE CONNECTED TO THE MAIN CHANNEL.
6. CROSS SECTIONS WHERE BASE WIDTH EXTENDS FURTHER THAN DESIGN TEMPLATE
C A
L C
A S
IE
U
A N
D C
A M
E R
O N
P A
R
IS
H E
S L
A
M
IL
E
.0
T O
.0
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G F
Y
C A
L C
A S
IE
U
R
IV
E R
A N
D P
A S
S L
A
B.E.C.
MILE 17.0 TO MILE 36.0
M A
Y
1763+11 1783+80
1780+001760+00
1750+00
1741+50 1769+29
1770+00
S T
A
T
O S
T A
M A
IN
C
H A
N N
E L
C R
O S
S S
E C
T
IO
N
C-30
1790+00
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
1798+81
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
1800+00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
1810+00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
1820+00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
1830+00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
1840+00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
1850+00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
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 M
G
SHEET LEGEND
CHANNEL TEMPLATE
NOTES:
3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON APRIL-MAY 2025 SURVEY DATA.
TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES
MAIN CHANNEL CROSS SECTIONS
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
) C/LC/L
C/L
C/L
C/L
EAST
C/L
C/L
C/L
WEST
WEST EAST
WEST EAST
WEST EAST WEST EAST
WEST EAST
WEST EAST
WEST EAST
MILE 6.0 TO MILE 17.0
M A
L L
O R
Y M
G
IL
L
E N
E D
-2
-0
J A
B
M J T
J A
N
W P
B
A
H -1
-4
ACCOUNT FOR TURNING BASINS OR BENDS THAT ARE CONNECTED TO THE MAIN CHANNEL.
6. CROSS SECTIONS WHERE BASE WIDTH EXTENDS FURTHER THAN DESIGN TEMPLATE
C A
L C
A S
IE
U
A N
D C
A M
E R
O N
P A
R
IS
H E
S L
A
M
IL
E
.0
T O
.0
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G F
Y
C A
L C
A S
IE
U
R
IV
E R
A N
D P
A S
S L
A
B.E.C.
MILE 17.0 TO MILE 36.0
M A
Y
S T
A
T
O S
T A
M A
IN
C
H A
N N
E L
C R
O S
S S
E C
T
IO
N
C-31
1854+57
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
1860+00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
1860+53
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
1870+00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
1880+00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
1887+15
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
1890+00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
1897+68
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
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 M
G
SHEET LEGEND
CHANNEL TEMPLATE
NOTES:
3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON APRIL-MAY 2025 SURVEY DATA.
TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES
MAIN CHANNEL CROSS SECTIONS
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
) C/LC/L
C/L
C/L
C/L
EAST
C/L
C/L
C/L
WEST
WEST EAST
WEST EAST
WEST EAST WEST EAST
WEST EAST
WEST EAST
WEST EAST
MILE 6.0 TO MILE 17.0
M A
L L
O R
Y M
G
IL
L
E N
E D
-2 -0
J A
B
M J T
J A
N
W P
B
A
H -1
-4
ACCOUNT FOR TURNING BASINS OR BENDS THAT ARE CONNECTED TO THE MAIN CHANNEL.
6. CROSS SECTIONS WHERE BASE WIDTH EXTENDS FURTHER THAN DESIGN TEMPLATE
C A
L C
A S
IE
U
A N
D C
A M
E R
O N
P A
R
IS
H E
S L
A
M
IL
E
.0
T O
.0
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G F
Y
C A
L C
A S
IE
U
R
IV
E R
A N
D P
A S
S L
A
B.E.C.
MILE 17.0 TO MILE 36.0
M A
Y
C-32
S T
A
T
O S
T A
M A
IN
C
H A
N N
E L
C R
O S
S S
E C
T
IO
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
C/L C/L
WEST EAST WEST EAST
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
E L
E V
A T
IO
N
F
T
C/LC/L
C/L
C/L
EAST
C/L
C/L
WEST
WEST EAST
WEST EAST WEST EAST
WEST EAST
WEST EAST
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 M
G C
A L
C A
S
IE
U A
N D
C A
M E
R O
N P
A R
IS
H
E S
L
A
M
IL
E
.0
T O
.0
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G F
Y
C A
L C
A S
IE
U
R
IV
E R
A N
D P
A S
S L
A
SHEET LEGEND
CHANNEL TEMPLATE
NOTES:
3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON APRIL-MAY 2025 SURVEY DATA.
TO AN ELEVATION OF -43 FEET MLLW, WITH THE EXCEPTIONS AS NOTED ON SHEET G-05.
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH WITH 1:2.5 SIDE SLOPES
COON ISLAND CROSS SECTIONS
M A
L L
O R
Y M
G
IL
L
E N
E D
-2 -0
J A
B
M J T
J A
N
W P
B
A
H -1
-4
ACCOUNT FOR TURNING BASINS OR BENDS THAT ARE CONNECTED TO THE MAIN CHANNEL.
6. CROSS SECTIONS WHERE BASE WIDTH EXTENDS FURTHER THAN DESIGN TEMPLATE B.E.C.
(OPTION WORK 3)
M A
Y
30+00
20+00
70+00
60+00
10+00 50+00
40+000+00 C-33
C O
O N
I S
L A
N D
C R
O S
S S
E C
T
IO
-200 -100 0 100 200 300 400 500 600
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-500 -400 -300 -200 -100 0 100 200 300 400 500 600
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-800 -700 -600 -500 -400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-500 -400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
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 M
G
E D
-2 -0
M A
L L
O R
Y M
G
IL
L
E N
J A
B
M J T
W P
B
A
J A
N
M A
Y
H -1
-4
C A
L C
M O
D E
L
D P
L A
N S
.d g n
C A
L C
A S
IE
U
A N
D C
A M
E R
O N
P A
R
IS
H E
S L
A
M
IL
E
.0
T O
.0
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G F
Y
C A
L C
A S
IE
U
R
IV
E R
A N
D P
A S
S L
A
S T
A
T O
S T
A
D E
V
IL
'S E
L B
O W
C R
O S
S S
E C
T
IO
N S
C-34
SHEET LEGEND
CHANNEL TEMPLATE
NOTES:
3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON APRIL-MAY 2025 SURVEY DATA.
OF THE FLARE, AND 1:2.5 SIDE SLOPES TO AN ELEVATION OF -43 FEET MLLW (SEE SHEET G-05A).
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH, WITH THE EXCEPTION
(OPTION WORK 4)
DEVIL'S ELBOW CROSS SECTIONS
15+00
10+00
5+00
2+75
C/L
NORTH SOUTH
C/L
NORTH SOUTH
C/L
NORTH SOUTH
C/L
SOUTHNORTH
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
M A
Y
W P
B
A
J A
N
J A
B
M J T
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 M
G
SHEET LEGEND
CHANNEL TEMPLATE
NOTES:
3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON APRIL-MAY 2025 SURVEY DATA.
OF THE FLARE, AND 1:2.5 SIDE SLOPES TO AN ELEVATION OF -43 FEET MLLW (SEE SHEET G-05A).
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH, WITH THE EXCEPTION
C/L
E L
E V
A T
IO
N
F
T
C/L
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
NORTH SOUTH
NORTH SOUTH
DEVIL'S ELBOW CROSS SECTIONS
B.E.C.
M A
L L
O R
Y M
G
IL
L
E N
E D
-2 -0
H -1
-4
(OPTION WORK 4)
C A
L C
A S
IE
U
A N
D C
A M
E R
O N
P A
R
IS
H E
S L
A
M
IL
E
.0
T O
.0
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G F
Y
C A
L C
A S
IE
U
R
IV
E R
A N
D P
A S
S L
A
C-35
S T
A
T
O S
T A
D E
V
IL
'S E
L B
O W
C R
O S
S S
E C
T
IO
N S
35+37 62+08
60+0030+00
25+75 50+00
40+0020+00
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
M A
Y
W P
B
A
J A
N
J A
B
M J T
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 M
G
SHEET LEGEND
CHANNEL TEMPLATE
NOTES:
3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON APRIL-MAY 2025 SURVEY DATA.
OF THE FLARE, AND 1:2.5 SIDE SLOPES TO AN ELEVATION OF -43 FEET MLLW (SEE SHEET G-05A).
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH, WITH THE EXCEPTION
C/L
E L
E V
A T
IO
N
F
T
C/L
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
NORTH SOUTH
NORTH SOUTH
DEVIL'S ELBOW CROSS SECTIONS
B.E.C.
M A
L L
O R
Y M
G
IL
L
E N
E D
-2 -0
H -1
-4
(OPTION WORK 4)
C A
L C
A S
IE
U
A N
D C
A M
E R
O N
P A
R
IS
H E
S L
A
M
IL
E
.0
T O
.0
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G F
Y
C A
L C
A S
IE
U
R
IV
E R
A N
D P
A S
S L
A
S T
A
T
O S
T A
D E
V
IL
'S E
L B
O W
C R
O S
S S
E C
T
IO
N S
C-36
81+42 94+31
90+0080+00
70+00 83+07
82+3264+49
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
M A
Y
W P
B
A
J A
N
J A
B
M J T
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 M
G
SHEET LEGEND
CHANNEL TEMPLATE
NOTES:
3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON APRIL-MAY 2025 SURVEY DATA.
OF THE FLARE, AND 1:2.5 SIDE SLOPES TO AN ELEVATION OF -43 FEET MLLW (SEE SHEET G-05A).
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH, WITH THE EXCEPTION
C/L
E L
E V
A T
IO
N
F
T
C/L
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
C/L
SOUTHNORTH
E L
E V
A T
IO
N
F
T
NORTH SOUTH
NORTH SOUTH
DEVIL'S ELBOW CROSS SECTIONS
B.E.C.
M A
L L
O R
Y M
G
IL
L
E N
E D
-2 -0
H -1
-4
(OPTION WORK 4)
C A
L C
A S
IE
U
A N
D C
A M
E R
O N
P A
R
IS
H E
S L
A
M
IL
E
.0
T O
.0
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G F
Y
C A
L C
A S
IE
U
R
IV
E R
A N
D P
A S
S L
A
130+00117+43
110+00 126+50
120+80105+08
100+00 120+00
S T
A
T O
S T
A
D E
V
IL
'S E
L B
O W
C R
O S
S S
E C
T
IO
N
C-37
| G-SHEETS |
| CALC MODEL 2D PLANS |
| G-SHEETS |
| G-SHEETS |
| G-SHEETS |
| G-SHEETS |
| G-SHEETS |
| CALC MODEL 2D PLANS |
| CALC MODEL 2D PLANS |
| CALC MODEL 2D PLANS |
| CALC MODEL 2D PLANS |
| CALC MODEL 2D PLANS |
| CALC MODEL 2D PLANS |
| CALC MODEL 2D PLANS |
| CALC MODEL 2D PLANS |
| CALC MODEL 2D PLANS |
| CALC MODEL 2D PLANS |
| CALC MODEL 2D PLANS |
| CALC MODEL 2D PLANS |
| CALC MODEL 2D PLANS |
| CALC MODEL 2D PLANS |
| CALC MODEL 2D PLANS |
| CALC MODEL 2D PLANS |
| C-17 Channel Centerline (17-34) - 893+60.00 |
| C-18 Channel Centerline (17-34) - 970+00.00 |
| C-19 Channel Centerline (17-34) - 1050+00.00 |
| C-20 Channel Centerline (17-34) - 1130+00.00 |
| C-21 Channel Centerline (17-34) - 1197+99.79 |
| C-22 Channel Centerline (17-34) - 1250+00.00 |
| C-23 Channel Centerline (17-34) - 1310+00.00 |
| C-24 Channel Centerline (17-34) - 1370+00.00 |
| C-25 Channel Centerline (17-34) - 1430+00.00 |
| C-26 Channel Centerline (17-34) - 1490+00.00 |
| C-27 Channel Centerline (17-34) - 1550+00.00 |
| C-28 Channel Centerline (17-34) - 1630+00.00 |
| C-29 Channel Centerline (17-34) - 1700+00.00 |
| C-30 Channel Centerline (17-34) - 1741+50.01 |
| C-31 Channel Centerline (17-34) - 1790+00.00-2 |
| C-32 Channel Centerline (17-34) - 1854+57.30-2 |
| CALC MODEL 2D |
| C-34 new de cx start - 0+00.00 |
| C-35 Devils w control points-1000 - 20+00.00 |
| C-36 Devils w control points-1000 - 64+49.45 |
| C-37 Devils w control points-1000 - 100+00.00 |
| CALC MODEL 2D PLANS |
| CALC MODEL 2D PLANS |
| CALC MODEL 2D PLANS |
File details come from the government source that posted it. Updated .