H-04-014_Construction Plan Set for Solicitation Volume 6 of 6.pdf
PDF 2 MB Posted
- Attached to
- Comite Brooks Lake Control Structure and Guide Levee Federal contract opportunity
- Solicitation number
- W912P825B0050
About this file
These are engineering design drawings for a Project Access Road as part of the Flood Control, Amite River and Tributaries Comite River Diversion Project in East Baton Rouge Parish, Louisiana. The documents include multiple cross-sectional and profile view drawings detailing the road's construction from Station 4009+50 to Station 4030+38, prepared by the U.S. Army Corps of Engineers New Orleans District.
The drawings show detailed road construction specifications, including existing ground elevation, access road cut and fill areas, and road cross-sections with 1V:3H slope ratios. The profile view indicates varying elevation changes from approximately 36.0 feet to 55.0 feet, with a graphic grade ranging from 2.000% to -2.600%. The design incorporates 5 cross drain pipes (30-inch) and 7 cross drain pipes (15-inch), as referenced on sheets C-507 and C-508. The project is scheduled for September 2025, with the contract number W912P8-25-B-0050X, and involves creating an access road for the Brooks Lake Closure Structure and Guide Levee project.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912P825B0050 Bid Abstract SIGNED.pdf | ||
| W912P825B0050 AM0003.pdf | ||
| W912825B0050 AM0002.pdf | ||
| W912P825B0050 AM0001.pdf | ||
| H-04-014_Construction Plan Set for Solicitation Volume 2 of 6.pdf | ||
| H-04-014_Construction Plan Set for Solicitation Volume 5 of 6.pdf | ||
| H-04-014_Construction Plan Set for Solicitation Volume 3 of 6.pdf | ||
| H-04-014_Construction Plan Set for Solicitation Volume 1 of 6.pdf | ||
| H-04-014_Construction Plan Set for Solicitation Volume 4 of 6.pdf | ||
| W912P825B0050 Solicitation Package.pdf |
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SCALE: 1" = 100'
PROJECT ACCESS ROAD STATION 4009+50 TO STATION 4011+00 - SECTIONS
C-806
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A c c e s s S e c .d g n
EXISTING GROUND
ACCESS ROAD
CUT
FILL (COMPACTED)
LEGEND
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-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
4009+50 DISTANCE (FEET) NAD83
4010+00 DISTANCE (FEET) NAD83
4010+50 DISTANCE (FEET) NAD83
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
4011+00 DISTANCE (FEET) NAD83
1V:3H 1V:3H
10.44-9.50
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EXIST. 24" CULVERT
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SOUTH
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SCALE: 1" = 100'
PROJECT ACCESS ROAD STATION 4011+50 TO STATION 4013+00 - SECTIONS
C-807
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A c c e s s S e c .d g n
EXISTING GROUND
ACCESS ROAD
CUT
FILL (COMPACTED)
LEGEND
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
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-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
4013+00 DISTANCE (FEET) NAD83
4012+50 DISTANCE (FEET) NAD83
4012+00 DISTANCE (FEET) NAD83
4011+50 DISTANCE (FEET) NAD83
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SCALE: 1" = 100'
PROJECT ACCESS ROAD STATION 4013+50 TO STATION 4015+00 - SECTIONS
C-808
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T A
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S E
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A c c e s s S e c .d g n
EXISTING GROUND
ACCESS ROAD
CUT
FILL (COMPACTED)
LEGEND
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
2% 2%
4015+00 DISTANCE (FEET) NAD83
4014+50 DISTANCE (FEET) NAD83
4014+00 DISTANCE (FEET) NAD83
4013+50 DISTANCE (FEET) NAD83
1V:3H1V:3H
H3:
V1H3:V1
H3:
V1H3:V1
11.06-13.67
EL. 36.00
17.81
EL. 37.00
-15.40
21.71
EL. 38.00
-19.21
E L
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I N
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2% 2%
2%2%
NORTHSOUTH
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NORTHWESTSOUTHEAST
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SCALE: 1" = 100'
PROJECT ACCESS ROAD STATION 4015+50 TO STATION 4017+00 - SECTIONS
C-809
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A T
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N
T
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T A
T
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N
S E
C T
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S
P R
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C E
S S
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H -0
-0
C
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A c c e s s S e c .d g n
EXISTING GROUND
ACCESS ROAD
CUT THEN FILL
CUT
FILL (COMPACTED)
LEGEND
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
4015+50 DISTANCE (FEET) NAD83
4016+00 DISTANCE (FEET) NAD83
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
4016+50 DISTANCE (FEET) NAD83
4017+00 DISTANCE (FEET) NAD83
20.16
EL. 39.00
-18.32
52.28
EL. 41.00
-24.24
9.09
EL. 42.00
-11.65
1V:3H
1V:3H
%2 2%
E L
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A T
IO
N
I N
F E
E T
N
A V
D
E L
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A T
IO
N
I N
F E
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N
A V
D
E L
E V
A T
IO
N
I N
F E
E T
N
A V
D
E L
E V
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IO
N
I N
F E
E T
N
A V
D
%2 2%
%2 2%
H3:V1 H3:V1
H3:
V1
H3:V1
WESTEAST
WEST
WEST
WEST
EAST
EAST
EAST
H3:V1H3:V1
EL. 40.00
%2 2%
SEE SHEET C-508 FOR DRAINAGE DETAILS
B
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P .E
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SCALE: 1" = 100'
PROJECT ACCESS ROAD STATION 4017+50 TO STATION 4018+50 - SECTIONS
C-810
S T
A T
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N
T
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T A
T
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S E
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P R
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H -0
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C
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A c c e s s S e c .d g n
EXISTING GROUND
ACCESS ROAD
CUT
FILL (COMPACTED)
LEGEND
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
4017+50 DISTANCE (FEET) NAD83
4018+00 DISTANCE (FEET) NAD83
4018+50 DISTANCE (FEET) NAD83
25.19
EL. 45.0027.07
28.13
EL. 44.00
-61.05
9.09
EL. 43.00-11.65
1V:3H
2%2%2%
E L
E V
A T
IO
N
I N
F E
E T
N
A V
D
E L
E V
A T
IO
N
I N
F E
E T
N
A V
D
E L
E V
A T
IO
N
I N
F E
E T
N
A V
D
H3:
V1
H3:V1
2% 2%
2% 2% H3:
V1 H3:V1
EAST
EAST
EAST WEST
WEST
WEST
B
C
D
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F
G
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J
K
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M
N
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B M
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C H
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D B
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D R
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D C
O N
T R
O L
A
M
IT
E R
IV
E
R A
N D
T R
IB
U
T A
R
IE
S
C O
M
IT
E R
IV
E
R D
IV
E
R S
IO
N
P R
O J E
C T
B R
O O
K S
L A
K E
C L
O S
U R
E S
T R
U C
T U
R E
A N
D G
U
ID
E L
E V
E E
E A
S T
B A
T O
N R
O U
G E
P A
R
IS
H
L A
N E
W O
R L
E A
N S
D
IS
T R
IC
T
L E
A K
E A
V E
N U
E
N E
W O
R L
E A
N S
L
A
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
XW
P
-2
-B -0
S E
P T
E M
B E
R
A N
S I
D
®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
G K
R A
U S
S E
R P
.E
G K
R A
U S
S E
R P
.E
M C
R A
W F
O R
D P
.E
A
W
IL
S O
N
P .E
H
-0 -0
A1
SCALE: 1" = 100'
PROJECT ACCESS ROAD STATION 4019+00 TO STATION 4020+50 - SECTIONS
C-811
S T
A T
IO
N
T
O S
T A
T
IO
N
S E
C T
IO
N
S
P R
O J E
C T
A C
C E
S S
R O
A D
H -0
-0
C
-8
A c c e s s S e c .d g n
EXISTING GROUND
ACCESS ROAD
CUT
FILL (COMPACTED)
LEGEND
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
60 60
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
60 60
4019+00 DISTANCE (FEET) NAD83
4019+50 DISTANCE (FEET) NAD83
4020+00 DISTANCE (FEET) NAD83
4020+50 DISTANCE (FEET) NAD83
E L
E V
A T
IO
N
I N
F E
E T
N
A V
D
E L
E V
A T
IO
N
I N
F E
E T
N
A V
D
E L
E V
A T
IO
N
I N
F E
E T
N
A V
D
E L
E V
A T
IO
N
I N
F E
E T
N
A V
D
25.96
-26.14 EL. 46.00
43.28
EL. 47.00
-36.05
65.59
EL. 49.00
-51.61
H3:
V1
H3:
V1H3:V1
H3:
V1H3:V1
H3:
V1H3:V1
%2 %2
%2
SEE SHEET C-507 FOR DRAINAGE DETAILS
%2 %2
%2 %2
%2 %2
EL. 48.00
EAST WEST
WEST
WEST
WEST
EAST
EAST
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
F L
O O
D C
O N
T R
O L
A
M
IT
E R
IV
E
R A
N D
T R
IB
U
T A
R
IE
S
C O
M
IT
E R
IV
E
R D
IV
E
R S
IO
N
P R
O J E
C T
B R
O O
K S
L A
K E
C L
O S
U R
E S
T R
U C
T U
R E
A N
D G
U
ID
E L
E V
E E
E A
S T
B A
T O
N R
O U
G E
P A
R
IS
H
L A
N E
W O
R L
E A
N S
D
IS
T R
IC
T
L E
A K
E A
V E
N U
E
N E
W O
R L
E A
N S
L
A
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
XW
P
-2
-B -0
S E
P T
E M
B E
R
A N
S I
D
®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
G K
R A
U S
S E
R P
.E
G K
R A
U S
S E
R P
.E
M C
R A
W F
O R
D P
.E
A
W
IL
S O
N
P .E
H
-0 -0
A1
SCALE: 1" = 100'
PROJECT ACCESS ROAD STATION 4021+00 TO STATION 4022+50 - SECTIONS
C-812
S T
A T
IO
N
T
O S
T A
T
IO
N
S E
C T
IO
N
S
P R
O J E
C T
A C
C E
S S
R O
A D
H -0
-0
C
-8
A c c e s s S e c .d g n
EXISTING GROUND
ACCESS ROAD
CUT
FILL (COMPACTED)
LEGEND
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
20 20
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
60 60
4021+00 DISTANCE (FEET) NAD83
4021+50 DISTANCE (FEET) NAD83
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
60 60
4022+50 DISTANCE (FEET) NAD83
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
60 60
4022+00 DISTANCE (FEET) NAD83
E L
E V
A T
IO
N
I N
F E
E T
N
A V
D
E L
E V
A T
IO
N
I N
F E
E T
N
A V
D
E L
E V
A T
IO
N
I N
F E
E T
N
A V
D
E L
E V
A T
IO
N
I N
F E
E T
N
A V
D
14.16EL. 53.00
-32.12
40.71
EL. 52.00
-48.19
58.98
EL. 51.00
-55.98
60.19
EL. 50.00
-53.42
H3:
V1H3:V1
H3:
V1H3:V1
H3:
V1
H3:V1
%2%2
%2 %2
%2 %2
%2 %2 H3:V1
H3:V1
WEST
WEST
WEST
WEST
EAST
EAST
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
F L
O O
D C
O N
T R
O L
A
M
IT
E R
IV
E
R A
N D
T R
IB
U
T A
R
IE
S
C O
M
IT
E R
IV
E
R D
IV
E
R S
IO
N
P R
O J E
C T
B R
O O
K S
L A
K E
C L
O S
U R
E S
T R
U C
T U
R E
A N
D G
U
ID
E L
E V
E E
E A
S T
B A
T O
N R
O U
G E
P A
R
IS
H
L A
N E
W O
R L
E A
N S
D
IS
T R
IC
T
L E
A K
E A
V E
N U
E
N E
W O
R L
E A
N S
L
A
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
XW
P
-2
-B -0
S E
P T
E M
B E
R
A N
S I
D
®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
G K
R A
U S
S E
R P
.E
G K
R A
U S
S E
R P
.E
M C
R A
W F
O R
D P
.E
A
W
IL
S O
N
P .E
H
-0 -0
A1
SCALE: 1" = 100'
PROJECT ACCESS ROAD STATION 4023+00 TO STATION 4024+00 - SECTIONS
C-813
S T
A T
IO
N
T
O S
T A
T
IO
N
S E
C T
IO
N
S
P R
O J E
C T
A C
C E
S S
R O
A D
H -0
-0
C
-8
A c c e s s S e c .d g n
EXISTING GROUND
ACCESS ROAD
CUT
FILL (COMPACTED)
LEGEND
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
60 60
70 70
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
60 60
70 70
-2 .3
4023+50 DISTANCE (FEET) NAD83
4023+00 DISTANCE (FEET) NAD83
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
60 60
70 70
80 80
4024+00 DISTANCE (FEET) NAD83
E L
E V
A T
IO
N
I N
F E
E T
N
A V
D
E L
E V
A T
IO
N
I N
F E
E T
N
A V
D
E L
E V
A T
IO
N
I N
F E
E T
N
A V
D
42.16
EL. 55.12
-31.12
22.39
EL. 55.00
-29.32
48.16
-15.65
54.00EL.
%2 %2
%2 %2%2
H3:
V1
H3:
V1
%2
H3:
V1
H3:V1
%2 %2
54.00EL.
WEST
WEST
WESTEAST
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
F L
O O
D C
O N
T R
O L
A
M
IT
E R
IV
E
R A
N D
T R
IB
U
T A
R
IE
S
C O
M
IT
E R
IV
E
R D
IV
E
R S
IO
N
P R
O J E
C T
B R
O O
K S
L A
K E
C L
O S
U R
E S
T R
U C
T U
R E
A N
D G
U
ID
E L
E V
E E
E A
S T
B A
T O
N R
O U
G E
P A
R
IS
H
L A
N E
W O
R L
E A
N S
D
IS
T R
IC
T
L E
A K
E A
V E
N U
E
N E
W O
R L
E A
N S
L
A
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
XW
P
-2
-B -0
S E
P T
E M
B E
R
A N
S I
D
®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
G K
R A
U S
S E
R P
.E
G K
R A
U S
S E
R P
.E
M C
R A
W F
O R
D P
.E
A
W
IL
S O
N
P .E
H
-0 -0
A1
SCALE: 1" = 100'
PROJECT ACCESS ROAD STATION 4024+50 TO STATION 4025+50 - SECTIONS
C-814
S T
A T
IO
N
T
O S
T A
T
IO
N
S E
C T
IO
N
S
P R
O J E
C T
A C
C E
S S
R O
A D
H -0
-0
C
-8
A c c e s s S e c .d g n
EXISTING GROUND
ACCESS ROAD
CUT
FILL (COMPACTED)
LEGEND
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
60 60
70 70
30 30
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
60 60
70 70
30 30
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
60 60
70 70
30 30
4024+50 DISTANCE (FEET) NAD83
4025+00 DISTANCE (FEET) NAD83
4025+50 DISTANCE (FEET) NAD83
51.19
EL. 54.60
-35.46
52.24
EL. 53.30
-45.89
53.26
EL. 52.00
-42.60
1V:3H
1V:3H
1V:3H
2%2%2%
2%2%2%
2%2%2%
E L
E V
A T
IO
N
I N
F E
E T
N
A V
D
E L
E V
A T
IO
N
I N
F E
E T
N
A V
D
E L
E V
A T
IO
N
I N
F E
E T
N
A V
D
WEST
WEST
WESTEAST
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
F L
O O
D C
O N
T R
O L
A
M
IT
E R
IV
E
R A
N D
T R
IB
U
T A
R
IE
S
C O
M
IT
E R
IV
E
R D
IV
E
R S
IO
N
P R
O J E
C T
B R
O O
K S
L A
K E
C L
O S
U R
E S
T R
U C
T U
R E
A N
D G
U
ID
E L
E V
E E
E A
S T
B A
T O
N R
O U
G E
P A
R
IS
H
L A
N E
W O
R L
E A
N S
D
IS
T R
IC
T
L E
A K
E A
V E
N U
E
N E
W O
R L
E A
N S
L
A
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
XW
P
-2
-B -0
S E
P T
E M
B E
R
A N
S I
D
®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
G K
R A
U S
S E
R P
.E
G K
R A
U S
S E
R P
.E
M C
R A
W F
O R
D P
.E
A
W
IL
S O
N
P .E
H
-0 -0
A1
SCALE: 1" = 100'
PROJECT ACCESS ROAD STATION 4026+00 TO STATION 4026+50 - SECTIONS
C-815
S T
A T
IO
N
T
O S
T A
T
IO
N
S E
C T
IO
N
S
P R
O J E
C T
A C
C E
S S
R O
A D
H -0
-0
C
-8
A c c e s s S e c .d g n
EXISTING GROUND
ACCESS ROAD
CUT
FILL (COMPACTED)
LEGEND
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
60 60
70 70
30 30
20 20
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
60 60
70 70
30 30
20 20
4026+00 DISTANCE (FEET) NAD83
4026+50 DISTANCE (FEET) NAD83
34.75
-37.03
EL. 50.70
29.66
-41.88
EL. 49.40
H3:
V1
H3:
V1
H3:
V1
%2%2%2
%2%2
E L
E V
A T
IO
N
I N
F E
E T
N
A V
D
E L
E V
A T
IO
N
I N
F E
E T
N
A V
D
WEST
WESTEAST
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
F L
O O
D C
O N
T R
O L
A
M
IT
E R
IV
E
R A
N D
T R
IB
U
T A
R
IE
S
C O
M
IT
E R
IV
E
R D
IV
E
R S
IO
N
P R
O J E
C T
B R
O O
K S
L A
K E
C L
O S
U R
E S
T R
U C
T U
R E
A N
D G
U
ID
E L
E V
E E
E A
S T
B A
T O
N R
O U
G E
P A
R
IS
H
L A
N E
W O
R L
E A
N S
D
IS
T R
IC
T
L E
A K
E A
V E
N U
E
N E
W O
R L
E A
N S
L
A
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
XW
P
-2
-B -0
S E
P T
E M
B E
R
A N
S I
D
®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
G K
R A
U S
S E
R P
.E
G K
R A
U S
S E
R P
.E
M C
R A
W F
O R
D P
.E
A
W
IL
S O
N
P .E
H
-0 -0
A1
SCALE: 1" = 100'
PROJECT ACCESS ROAD STATION 4027+00 TO STATION 4027+50 - SECTIONS
C-816
S T
A T
IO
N
T
O S
T A
T
IO
N
S E
C T
IO
N
S
P R
O J E
C T
A C
C E
S S
R O
A D
H -0
-0
C
-8
A c c e s s S e c .d g n
EXISTING GROUND
ACCESS ROAD
CUT
FILL (COMPACTED)
LEGEND
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
60 60
70 70
30 30
20 20
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
60 60
70 70
30 30
20 20
4027+00 DISTANCE (FEET) NAD83
4027+50 DISTANCE (FEET) NAD83
22.14
-96.25
48.10EL.
51.95EL. 46.80
-98.93
%2
E L
E V
A T
IO
N
I N
F E
E T
N
A V
D
E L
E V
A T
IO
N
I N
F E
E T
N
A V
D
%2%2
H3:
V1
EL. 46.80
1V:3H
2% 2% 2%
WEST
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
F L
O O
D C
O N
T R
O L
A
M
IT
E R
IV
E
R A
N D
T R
IB
U
T A
R
IE
S
C O
M
IT
E R
IV
E
R D
IV
E
R S
IO
N
P R
O J E
C T
B R
O O
K S
L A
K E
C L
O S
U R
E S
T R
U C
T U
R E
A N
D G
U
ID
E L
E V
E E
E A
S T
B A
T O
N R
O U
G E
P A
R
IS
H
L A
N E
W O
R L
E A
N S
D
IS
T R
IC
T
L E
A K
E A
V E
N U
E
N E
W O
R L
E A
N S
L
A
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
XW
P
-2
-B -0
S E
P T
E M
B E
R
A N
S I
D
®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
G K
R A
U S
S E
R P
.E
G K
R A
U S
S E
R P
.E
M C
R A
W F
O R
D P
.E
A
W
IL
S O
N
P .E
H
-0 -0
A1
SCALE: 1" = 100'
PROJECT ACCESS ROAD STATION 4028+00 TO STATION 4028+50 - SECTIONS
C-817
S T
A T
IO
N
T
O S
T A
T
IO
N
S E
C T
IO
N
S
P R
O J E
C T
A C
C E
S S
R O
A D
H -0
-0
C
-8
A c c e s s S e c .d g n
EXISTING GROUND
ACCESS ROAD
CUT
FILL (COMPACTED)
LEGEND
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
60 60
70 70
30 30
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
60 60
70 70
30 30
20 20
4028+00 DISTANCE (FEET) NAD83
4028+50 DISTANCE (FEET) NAD83
E L
E V
A T
IO
N
I N
F E
E T
N
A V
D
E L
E V
A T
IO
N
I N
F E
E T
N
A V
D
74.89
-94.38
58.05
-43.47
%2%2
EL. 44.20
%2
H3:
V1
%2 %2
EL. 45.50
%2
H3:
V1
WEST
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
F L
O O
D C
O N
T R
O L
A
M
IT
E R
IV
E
R A
N D
T R
IB
U
T A
R
IE
S
C O
M
IT
E R
IV
E
R D
IV
E
R S
IO
N
P R
O J E
C T
B R
O O
K S
L A
K E
C L
O S
U R
E S
T R
U C
T U
R E
A N
D G
U
ID
E L
E V
E E
E A
S T
B A
T O
N R
O U
G E
P A
R
IS
H
L A
N E
W O
R L
E A
N S
D
IS
T R
IC
T
L E
A K
E A
V E
N U
E
N E
W O
R L
E A
N S
L
A
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
XW
P
-2
-B -0
S E
P T
E M
B E
R
A N
S I
D
®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
G K
R A
U S
S E
R P
.E
G
K R
A U
S S
E R
P
.E
M C
R A
W F
O R
D P
.E
A W
IL
S
O N
P
.E
H -0
-0
A1
SCALE: 1" = 100'
PROJECT ACCESS ROAD STATION 4029+00 TO STATION 4030+38 - SECTIONS
C-818
S T
A T
IO
N
T
O S
T A
T
IO
N
S E
C T
IO
N
S
P R
O J E
C T
A C
C E
S S
R O
A D
H -0
-0
C
-8
A c c e s s S e c .d g n
EXISTING GROUND
ACCESS ROAD
CUT
FILL (COMPACTED)
LEGEND
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
60 60
70 70
30 30
4029+50 DISTANCE (FEET) NAD83
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
60 60
30 30
4030+00 DISTANCE (FEET) NAD83
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
30 30
20 20
4030+38 DISTANCE (FEET) NAD83
99.47
-62.69
EL. 43.00
107.01
-32.70
%2 %2
TO G
UID
E L
EVEE S
LOPE
1V:
3H
TO GUIDE LEVEE SLOPE
1V:3H
H3:
V1
%2 %2
43.00EL.
%2
H3:
V1
%2
43.00EL.
%2
WEST
WEST
WESTEAST
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
F L
O O
D C
O N
T R
O L
A
M
IT
E R
IV
E
R A
N D
T R
IB
U
T A
R
IE
S
C O
M
IT
E R
IV
E
R D
IV
E
R S
IO
N
P R
O J E
C T
B R
O O
K S
L A
K E
C L
O S
U R
E S
T R
U C
T U
R E
A N
D G
U
ID
E L
E V
E E
E A
S T
B A
T O
N R
O U
G E
P A
R
IS
H
L A
N E
W O
R L
E A
N S
D
IS
T R
IC
T
L E
A K
E A
V E
N U
E
N E
W O
R L
E A
N S
L
A
F
IL
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A M
E
F
IL
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U M
B E
R
XW
P
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-B -0
S E
P T
E M
B E
R
A N
S I
D
®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
G K
R A
U S
S E
R P
.E
G K
R A
U S
S E
R P
.E
M C
R A
W F
O R
D P
.E
A
W
IL
S O
N
P .E
H
-0 -0
A5
SCALE: 1" = 200' HORIZONTAL, 1" = 5' VERTICAL
PROJECT ACCESS ROAD - PROFILE
C-819
P R
O J E
C T
A C
C E
S S
R O
A D
P
R O
F
IL
E
H -0
-0
C
A c c e s s P ro .d g n
EXISTING GROUND
ACCESS ROAD
LEGEND
4000+00 4002+00 4004+00 4006+00 4008+00 4010+00 4012+00 4014+00 4016+00 4018+00 4020+00 4022+00 4024+00 4026+00 4028+00 4030+00
20 20
25 25
30 30
35 35
40 40
45 45
50 50
55 55
60 60
65 65
70 70
75 75
80 80
85 85
SCALE: 1" = 200' HORIZONTAL 1" = 5' VERTICAL
BASELINE - PROFILE
E L
E V
.0
V P I S
T A
E L
E V
.0
V P
C S
T A
E L
E V
.5
V P
T S
T A
E L
E V
.0
V P
C S
T A
E L
E V
.6
V P
T S
T A
E L
E V
.0
V P I S
T A
E L
E V
.0
V P I S
T A
E L
E V
.0
V P
T S
T A
E L
E V
.4
V P
C S
T A
ALONG EXISTING ACCESS ROAD
CONTROLLED BY EXISTING ELEVATIONS
GRAPHIC GRADE
2.
0%
-2 .6
SEE SHEET C-508
5 - 30" CROSS DRAIN PIPES
SEE SHEET C-507
7 - 15" CROSS DRAIN PIPES
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