H-04-014_Construction Plan Set for Solicitation Volume 5 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 technical cross-section drawings for a flood control project by the U.S. Army Corps of Engineers in East Baton Rouge Parish, Louisiana. The documents detail the Comite River Diversion Project, specifically focusing on the Brooks Lake Closure Structure and Guide Levee, with comprehensive engineering sections showing existing ground profiles, proposed levee construction, and cut/fill volumes. The project involves constructing a guide levee across multiple stations (from 25+00 to 33+49.95), with detailed cross-sections illustrating the proposed levee's elevation changes, earthwork requirements, and terrain modifications.
The drawings include a project access road sections from stations 4000+00 to 4009+00, showing detailed topographical changes and road construction profile. Each section is drawn at a scale of 1" = 20' or 1" = 100', with elevations referenced to NAVD88 datum and distances using NAD83 coordinate system. The technical drawings are part of the project's engineering documentation for the September 2025 solicitation (W912P8-25-B-0050X), prepared by the New Orleans District Corps of Engineers, with engineering professionals G. Krausser, M. Crawford, and A. Wilson involved in the design and review process.
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 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 | ||
| H-04-014_Construction Plan Set for Solicitation Volume 6 of 6.pdf | ||
| W912P825B0050 Solicitation Package.pdf |
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25+00 DISTANCE (FEET) NAD83
E L
E V
A T
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
25+50 DISTANCE (FEET) NAD83
E L
E V
A T
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N
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N A
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
26+00 DISTANCE (FEET) NAD83
E L
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N
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
26+50 DISTANCE (FEET) NAD83
C/L
PROPOSED LEVEE
C/L
PROPOSED LEVEE
C/L
PROPOSED LEVEE
C/L
PROPOSED LEVEE
FILL VOLUMES DETERMINED BY END AREA METHOD
GUIDE LEVEE STATION 25+00 TO STATION 26+50 - SECTIONS
SCALE: 1" = 20'
A3
EXISTING GROUND
CUT
FILL (COMPACTED)
LEGEND
C-714
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27+00 DISTANCE (FEET) NAD83
E L
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27+50 DISTANCE (FEET) NAD83
E L
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N
F
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C/L
PROPOSED LEVEE
C/L
PROPOSED LEVEE
C/L
PROPOSED LEVEE
C/L
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FILL VOLUMES DETERMINED BY END AREA METHOD
GUIDE LEVEE CROSS STATION 26+87 TO STATION 28+00 - SECTIONS
SCALE: 1" = 20'
A3
EXISTING GROUND
CUT
FILL (COMPACTED)
LEGEND
C-715
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
28+50 DISTANCE (FEET) NAD83
E L
E V
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N
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N A
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
29+00 DISTANCE (FEET) NAD83
E L
E V
A T
IO
N
F
E E
T
N A
V D
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
29+50 DISTANCE (FEET) NAD83
E L
E V
A T
IO
N
F
E E
T
N A
V D
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
30+00 DISTANCE (FEET) NAD83
C/L
PROPOSED LEVEE
C/L
PROPOSED LEVEE
C/L
PROPOSED LEVEE
C/L
PROPOSED LEVEE
FILL VOLUMES DETERMINED BY END AREA METHOD
GUIDE LEVEE STATION 28+50 TO STATION 30+00 - SECTIONS
SCALE: 1' = 20'
A3
EXISTING GROUND
CUT
FILL (COMPACTED)
LEGEND
C-716
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
30+50 DISTANCE (FEET) NAD83
E L
E V
A T
IO
N
F
E E
T
N A
V D
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
31+00 DISTANCE (FEET) NAD83
E L
E V
A T
IO
N
F
E E
T
N A
V D
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
31+50 DISTANCE (FEET) NAD83
E L
E V
A T
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N
F
E E
T
N A
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
32+00 DISTANCE (FEET) NAD83
C/L
PROPOSED LEVEE
C/L
PROPOSED LEVEE
C/L
PROPOSED LEVEE
C/L
PROPOSED LEVEE
FILL VOLUMES DETERMINED BY END AREA METHOD
GUIDE LEVEE STATION 30+50 TO STATION 32+00 - SECTIONS
SCALE: 1" = 20'
A3
EXISTING GROUND
CUT
FILL (COMPACTED)
LEGEND
C-717
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
32+50 DISTANCE (FEET) NAD83
C/L
PROPOSED LEVEE
C/L
PROPOSED LEVEE
C/L
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FILL VOLUMES DETERMINED BY END AREA METHOD
E L
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N
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DISTANCE (FEET) NAD8333+00
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
E L
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N
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
DISTANCE (FEET) NAD8333+49.95
1V:3H
GUIDE LEVEE STATION 32+50 TO STATION 33+49.95 - SECTIONS
SCALE: 1" = 20'
A3
EXISTING GROUND
CUT
FILL (COMPACTED)
LEGEND
C-718
G U
ID
E
L E
V E
E S
T A
T
IO
N
T O
S T
A T
IO
N
.9
S E
C T
IO
N
S H
-0
-0
C -7
L e v e e S e c .d
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
A2
SCALE: 1" = 100'
PROJECT ACCESS ROAD STATION 4000+00 TO STATION 4001+00 - SECTIONS
C-801
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
80 80
90 90
E L
E V
A T
IO
N
I N
F E
E T
N
A V
D
-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
90 90
-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
90 90
4001+00 DISTANCE (FEET) NAD83
4000+50 DISTANCE (FEET) NAD83
4000+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
NORTH
NORTH
NORTHSOUTH
SOUTH
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 4001+50 TO STATION 4003+00 - SECTIONS
C-802
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
80 80
90 90
-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
90 90
-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
90 90
-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
90 90
4001+50 DISTANCE (FEET) NAD83
4002+00 DISTANCE (FEET) NAD83
4002+50 DISTANCE (FEET) NAD83
4003+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
NORTH
NORTH
NORTH
NORTHSOUTH
SOUTH
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 4003+50 TO STATION 4005+00 - SECTIONS
C-803
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
80 80
90 90
-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
90 90
-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
90 90
-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
90 90
4003+50 DISTANCE (FEET) NAD83
4004+00 DISTANCE (FEET) NAD83
4004+50 DISTANCE (FEET) NAD83
4005+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
1V:3H
13.41
NORTH
NORTH
NORTH
NORTH
SOUTH
SOUTH
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 4005+50 TO STATION 4007+00 - SECTIONS
C-804
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
80 80
90 90
4005+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
-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
4006+00 DISTANCE (FEET) NAD83
4006+50 DISTANCE (FEET) NAD83
4007+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
1V:3H
12.25
%2
NORTH
NORTH
NORTH
NORTH
SOUTH
SOUTH
SOUTH
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 4007+50 TO STATION 4009+00 - SECTIONS
C-805
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
E L
E V
A T
IO
N
I N
F E
E T
N
A V
D
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
4007+50 DISTANCE (FEET) NAD83
4008+00 DISTANCE (FEET) NAD83
4008+50 DISTANCE (FEET) NAD83
4009+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
1V:3H
1V:3H
8.95
12.54
NORTH
NORTH
NORTH
NORTH
SOUTH
SOUTH
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