BAYOU BATON ROUGE BINDER 03-06-2025_Updated w 25-B-0036_Part3.pdf
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- Solicitation number
- W912P825B0036
About this file
These documents are detailed engineering design drawings for the Bayou Baton Rouge Rock Chute project, part of the Comite River Diversion Project in East Baton Rouge Parish, Louisiana. The project involves constructing a new pump station, diversion channel, temporary channel, highway bridge, access roads, and associated infrastructure. The comprehensive set of drawings includes site plans, cross-sections, preload and settlement monitoring details, road and bridge layouts, and specifications for various components like the wet well, sluice gates, security fencing, and manhole structures. Key technical elements include a 10-foot diameter wet well, 12" HDPE intake pipe, concrete headwall with trash rack, maintenance road, and guide levee construction. The project is being managed by the U.S. Army Corps of Engineers New Orleans District, with an anticipated solicitation date of March 2025 and a total estimated construction value between $25-100 million.
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B a to n R o u g e R o c k
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A D
Y F
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V E
R T
IS
E
M E
N T
0 100-100
0 100-100
0 100-100
.4
.7
.5
.4
.8
.0
.0
.2
.9
.9
.0
.6
.0
.3
.8
.0
.1
.0
.8
.0
.9
.6
.7
.6
.3
.6
.0
.7
.6
.3
.0
.0
.4
.1
.6
.8
.2
.7
68+00
69+00
70+00
LIMIT OF EXISTING ROW
VARIES
LIMIT OF EXISTING ROW
VARIES
LIMIT OF EXISTING ROW
VARIES
75 75
6:1
EL. 87.51
EL. 87.91
EL. 88.51 EL. 88.17
EL. 88.21
D
IT
C H
C L
EL. 84.00
BOTTOM OF DITCH
3:1 4:1
D
IT
C H
C L
EL. 88.19 EL. 88.59
EL. 89.19 EL. 88.85
4:1
EL. 85.90
BOTTOM OF DITCH
EL. 88.89
3:1
D
IT
C H
C L
EL. 83.70
BOTTOM OF DITCH
3:1
4:1D
IT
C H
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L EL. 88.41 EL. 88.81
EL. 89.41 EL. 89.07
4:1
EL. 84.90
BOTTOM OF DITCH
EL. 89.11
3:1
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R E
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R E
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R E
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R /W
E X
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IS
T
R
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E X
IS
T
R
O W
E X
IS
T
R
O W
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
4'-0"
4'-0"
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
4'-0" 4'-0"
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
C A
R N
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R O
A D
C R
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S S
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C-067
(S.F.)
CUT
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646 270
307600
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L o u is ia n a
B a y o u
B a to n R o u g e R o c k
C h u te
C o m it e R iv e r
B a s in
C o m it e R iv e r
D iv e rs io n
P ro je c t
N J A
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C o n tr o l, A m it e R iv e r
A n d T ri b u ta ri e s
L o u is ia n a F
M
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F
M O
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A L
I
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A D
Y F
O R
A D
V E
R T
IS
E
M E
N T
0 100-100
0 100-100
0 100-100
.4
.2
.0
.2
.0
.5
.3
.2
.0
.7
.6
.4
.0
.1
.0
.0
.9
.5
.2
.0
.8
.6
.4
.3
.1
.0
.7
.5
.3
.3
.2
.3
.0
.0
.0
.9
.4
.3
.2
.1
.9
.4
71+00
72+00
73+00
LIMIT OF EXISTING ROW
VARIES
LIMIT OF EXISTING ROW
VARIES
LIMIT OF EXISTING ROW
VARIES
50 50
50 50
50 50
D
IT
C H
C L
EL. 83.40
BOTTOM OF DITCH
3:1 4:1D
IT
C
H C
L EL. 88.17
EL. 88.57
EL. 89.18 EL. 88.83
4:1
EL. 83.90
BOTTOM OF DITCH
EL. 88.88
3:1
D
IT
C H
C L
EL. 83.10
BOTTOM OF DITCH
3:1
4:1
D
IT
C H
C L
EL. 87.47
EL. 87.87
EL. 88.48
EL. 88.13
4:1
EL. 82.90
BOTTOM OF DITCH
EL. 88.17
3:1
D
IT
C H
C L
EL. 81.90
BOTTOM OF DITCH
3:1
4:1D
IT
C H
C L
EL. 86.48
EL. 86.88
EL. 87.48
EL. 87.14
4:1
EL. 81.90
BOTTOM OF DITCH
3:1
R E
Q 'D
R /W
R E
Q 'D
R /W
R E
Q 'D
R /W
E X
IS
T
R
O W
E X
IS
T
R
O W
SEE SHEET C-001
REQ'D R/W BEYOND
4'-0" 4'-0"
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
4'-0"4'-0"
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
4'-0"4'-0"
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
EL. 87.18
C A
R N
E Y
R O
A D
C R
O S
S S
E C
T
IO
N S
C-068
(S.F.)
CUT
(S.F.)
FILL
(C.Y.)
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(C.Y.)
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CY
1,370
1,987
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US Army Corps
NEW ORLEANS DISTRICT
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US Army Corps
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IDENTIFICATION
SHEET
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L o u is ia n a
B a y o u
B a to n R o u g e R o c k
C h u te
C o m it e R iv e r
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C o m it e R iv e r
D iv e rs io n
P ro je c t
N J A
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S O
N
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B R
U A
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W
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-B
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F lo o d
C o n tr o l, A m it e R iv e r
A n d T ri b u ta ri e s
L o u is ia n a F
M
O R
T A
L I
F
M O
R T
A L
I
R E
A D
Y F
O R
A D
V E
R T
IS
E
M E
N T
0 100-100
0 100-100
0 100-100
.0
.0
.6
.3
.3
.2
.9
.8
.6
.4
.2
.1
.0
.8
.7
.8
.4
.9
.7
.3
.9
.7
.5
.5
.4
.2
.0
.8
.4
.0
.4
.0
.3
.5
.2
.7
.4
.1
.8
.4
.3
.1
.0
.1
.9
.7
74+00
75+00
76+00
LIMIT OF EXISTING ROW
VARIES
LIMIT OF EXISTING ROW
VARIES
LIMIT OF EXISTING ROW
VARIES
50 50
E X
IS
T
R
O W
E X
IS
T
R
O W
E X
IS
T
R
O W
50 50
D
IT
C H
C L
EL. 80.70
BOTTOM OF DITCH
3:1
4:1D
IT
C H
C L
EL. 85.48
EL. 85.88
EL. 86.48
EL. 86.14
4:1
EL. 80.90
BOTTOM OF DITCH
EL. 86.18
D
IT
C H
C L
EL. 79.50
BOTTOM OF DITCH
3:1
4:1
D
IT
C H
C L
EL. 84.59
EL. 84.99
EL. 85.59
EL. 85.25
4:1
EL. 79.90
BOTTOM OF DITCH
EL. 85.29
D
IT
C H
C L
EL. 78.30
BOTTOM OF DITCH
3:1
4:1
D
IT
C H
C L
EL. 84.02
EL. 84.42
EL. 85.02
EL. 84.68
4:1
EL. 78.90
BOTTOM OF DITCH
EL. 84.72
3:1
3:1
3:1
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
4'-0"4'-0"
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
4'-0" 4'-0"
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
4'-0" 4'-0"
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
C A
R N
E Y
R O
A D
C R
O S
S S
E C
T
IO
N S
C-069
(S.F.)
CUT
(S.F.)
FILL
(C.Y.)
EXCAVATION
(C.Y.)
EMBANKMENT
1,176
1,026
1,728
L
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N N
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D B
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NEW ORLEANS DISTRICT
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IDENTIFICATION
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L o u is ia n a
B a y o u
B a to n R o u g e R o c k
C h u te
C o m it e R iv e r
B a s in
C o m it e R iv e r
D iv e rs io n
P ro je c t
N J A
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A n d T ri b u ta ri e s
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M
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F
M O
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A L
I
R E
A D
Y F
O R
A D
V E
R T
IS
E
M E
N T75
0 100-100
0 100-100
0 100-100
.4
.0
.0
.3
.1
.0
.4
.0
.1
.1
.3
.8
.0
.0
.0
.2
.3
.8
.6
.1
.4
.5
.0
.7
.7
.0
.0
.6
.8
.1
.4
.0
.3
.2
.1
.5
.8
.4
.1
.2
.0
.3
77+00
78+00
79+00
50 50
D
IT
C H
C L
EL. 77.10
BOTTOM OF DITCH
4:1
D
IT
C H
C L
EL. 83.79
EL. 84.19
EL. 84.79
EL. 84.45
4:1
EL. 84.49
D
IT
C H
C L
EL. 76.70
BOTTOM OF DITCH
3:1
4:1
EL. 84.52
EL. 84.92
EL. 85.53
EL. 85.18
D
IT
C H
C L
EL. 76.90
BOTTOM OF DITCH
3:1
4:1
D
IT
C H
C L
EL. 83.93
EL. 84.33
EL. 84.93 EL. 84.54
4:1
EL. 84.63
0 100-100
0 100-100
0 100-100
.4
.0
.0
.3
.1
.0
.4
.0
.1
.1
.3
.8
.0
.0
.0
.2
.3
.8
.6
.1
.4
.5
.0
.7
.7
.0
.0
.6
.5
.8
77+00
78+00
79+00
LIMIT OF EXISTING ROW
92.25'±
50 50
D
IT
C H
C L
EL. 77.10
BOTTOM OF DITCH
3:1
4:1
D
IT
C H
C L
EL. 83.79
EL. 84.19
EL. 84.79
EL. 84.45
2:1 4:1
EL. 77.90
BOTTOM OF DITCH
EL. 84.49
D
IT
C H
C L
3:1
4:1
EL. 85.18
4:1
EL. 76.70
BOTTOM OF DITCH
D
IT
C H
C L
EL. 76.90
BOTTOM OF DITCH
3:1
4:1
D
IT
C H
C L
EL. 83.93
EL. 84.33
EL. 84.93 EL. 84.54
4:1
EL. 76.90
BOTTOM OF DITCH
EL. 84.63
R E
Q 'D
R /W
QUANTITIES BASED ON THIS FILL ELEVATION.
PHASE PRIOR TO CONSTRUCTION OF ROADWAY.
GRADE BUILT TO ELEVATION 78.00 IN PREVIOUS
NOTE:
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SELECT MATERIAL UNDER ROADWAY (TYPICAL)
D
IT
C H
C L
D
IT
C H
C L
2.5:1
2:1
LIMIT OF EXISTING ROW
REQ'D R/W 196.6±
LIMIT OF EXISTING ROW
REQ'D R/W 112'±
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
85.23
4'-0"4'-0"
4'-0"
4'-0"
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
4'-0"4'-0"
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
85.23
C-070
(S.F.)
CUT
(S.F.)
FILL
(C.Y.)
EXCAVATION
(C.Y.)
EMBANKMENT
1,702
556 698
1,404
C-070
C A
R N
E Y
R O
A D
C R
O S
S S
E C
T
IO
N S
(S.F.)
CUT
(S.F.)
FILL
(C.Y.)
EXCAVATION
(C.Y.)
EMBANKMENT
1,702
556 698
1,404
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
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
D A
T E
A P
P R
®of Engineers
US Army Corps
NEW ORLEANS DISTRICT
A N
S I
D of Engineers
US Army Corps
F
IL
E N
U M
B E
R
IDENTIFICATION
SHEET
a u to ti m e
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
N E
W O
R L
E A
N S
D
IS
T R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
W X
X X
X X
-X X
-X -X
X X
X
SS
O
C
IA
T E
S, I
N C
EN
GI
NE
ER
S
A
RC
HI
TE
CT
S
P
LA
NN
ER
S
PR
OG
RA
M
P
RO
JE
CT
M
AN
AG
ER
S
H -4
-4 -8
E a s t
B a to n R o u g e P a ri s h
L o u is ia n a
B a y o u
B a to n R o u g e R o c k
C h u te
C o m it e R iv e r
B a s in
C o m it e R iv e r
D iv e rs io n
P ro je c t
N J A
C K
S O
N
F E
B R
U A
R Y
W
P
-2
-B
J
S
IM
M O
N S
F lo o d
C o n tr o l, A m it e R iv e r
A n d T ri b u ta ri e s
L o u is ia n a F
M
O R
T A
L I
F
M O
R T
A L
I
R E
A D
Y F
O R
A D
V E
R T
IS
E
M E
N T
0 100-100
0 100-100
0 100-100
.9
.9
.6
.7
.4
.2
.7
.2
.3
.5
.0
.1
.0
.6
.3
.7
.5
.8
.6
.0
.5
.0
.0
.8
.1
.2
.0
.0
.0
.0
.5
.8
.5
.7
.0
.2
.3
.8
.0
.0
80+00
81+00
82+00
D
IT
C H
C L
EL. 76.10
BOTTOM OF DITCH
3:1
4:1
D
IT
C H
C
L
EL. 87.62
EL. 88.02
EL. 88.02
EL. 87.62
3:1
4:1
D
IT
C H
C L
EL. 76.50
BOTTOM OF DITCH4:1
D
IT
C H
C L
EL. 85.58
EL. 85.98
EL. 86.58
EL. 86.24
4:1
EL. 86.28
D
IT
C H
C L
EL. 76.30
BOTTOM OF DITCH
3:1
4:1
D
IT
C H
C L
EL. 86.84
EL. 87.24
EL. 87.33
EL. 86.93
3:1
4:1
3:1 3:1
EL. 76.30
BOTTOM OF DITCH
EL. 87.51
EL. 88.30
EL. 87.29
EL. 76.50
BOTTOM OF DITCH
EL. 76.10
BOTTOM OF DITCH
QUANTITIES BASED ON THIS FILL ELEVATION.
PHASE PRIOR TO CONSTRUCTION OF ROADWAY.
GRADE BUILT TO ELEVATION 78.00 IN PREVIOUS
NOTE:
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
EL. 87.29
SELECT MATERIAL UNDER ROADWAY (TYPICAL)
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
4'-0"
4'-0"
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
4'-0"4'-0"
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
4'-0"4'-0"
C-071
C A
R N
E Y
R O
A D
C R
O S
S S
E C
T
IO
N S
(S.F.)
CUT
(S.F.)
FILL
(C.Y.)
EXCAVATION
(C.Y.)
EMBANKMENT
35 760
115 2550
144 2593
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
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
D A
T E
A P
P R
®of Engineers
US Army Corps
NEW ORLEANS DISTRICT
A N
S I
D of Engineers
US Army Corps
F
IL
E N
U M
B E
R
IDENTIFICATION
SHEET
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
N E
W O
R L
E A
N S
D
IS
T R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
W X
X X
X X
-X X
-X -X
X X
X
SS
O
C
IA
T E
S, I
N C
EN
GI
NE
ER
S
A
RC
HI
TE
CT
S
P
LA
NN
ER
S
PR
OG
RA
M
P
RO
JE
CT
M
AN
AG
ER
S
H -4
-4 -8
E a s t
B a to n R o u g e P a ri s h
L o u is ia n a
B a y o u
B a to n R o u g e R o c k
C h u te
C o m it e R iv e r
B a s in
C o m it e R iv e r
D iv e rs io n
P ro je c t
N J A
C K
S O
N
F E
B R
U A
R Y
W
P
-2
-B
J
S
IM
M O
N S
F lo o d
C o n tr o l, A m it e R iv e r
A n d T ri b u ta ri e s
L o u is ia n a F
M
O R
T A
L I
F
M O
R T
A L
I
R E
A D
Y F
O R
A D
V E
R T
IS
E
M E
N T
0 100-100
0 100-100
0 100-100
.3
.0
.0
.0
.0
.0
.0
.0
.4
.0
.0
.0
.3
.0
.0
.3
.2
.0
.0
.5
.0
.0
.0
.3
.1
.2
.0
.4
.7
.7
.9
.1
.4
.2
.1
.1
.2
.1
.2
.1
.1
.8
83+00
84+00
85+00
75 75
50 50
D
IT
C H
C L
EL. 75.90
BOTTOM OF DITCH
D
IT
C H
C L
EL. 88.63
EL. 88.63
EL. 88.62
3:1
3:1
EL. 76.03
BOTTOM OF DITCH
EL. 78.00
3:1 3:1
QUANTITIES BASED ON THIS FILL ELEVATION.
PHASE PRIOR TO CONSTRUCTION OF ROADWAY.
GRADE BUILT TO ELEVATION 78.00 IN PREVIOUS
NOTE:
C/L ABUTMENT STA. 83+32
BACK
AHEAD
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
4'-0"4'-0"
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
APPROACH SLAB
CONCRETE
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
C-072
C A
R N
E Y
R O
A D
C R
O S
S S
E C
T
IO
N S
0 0
(S.F.)
CUT
(S.F.)
FILL
(C.Y.)
EXCAVATION
(C.Y.)
EMBANKMENT
0 0
43 640
0 0
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
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
D A
T E
A P
P R
®of Engineers
US Army Corps
NEW ORLEANS DISTRICT
A N
S I
D of Engineers
US Army Corps
F
IL
E N
U M
B E
R
IDENTIFICATION
SHEET
a u to ti m e
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
N E
W O
R L
E A
N S
D
IS
T R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
W X
X X
X X
-X X
-X -X
X X
X
SS
O
C
IA
T E
S, I
N C
EN
GI
NE
ER
S
A
RC
HI
TE
CT
S
P
LA
NN
ER
S
PR
OG
RA
M
P
RO
JE
CT
M
AN
AG
ER
S
H -4
-4 -8
E a s t
B a to n R o u g e P a ri s h
L o u is ia n a
B a y o u
B a to n R o u g e R o c k
C h u te
C o m it e R iv e r
B a s in
C o m it e R iv e r
D iv e rs io n
P ro je c t
N J A
C K
S O
N
F E
B R
U A
R Y
W
P
-2
-B
J
S
IM
M O
N S
F lo o d
C o n tr o l, A m it e R iv e r
A n d T ri b u ta ri e s
L o u is ia n a F
M
O R
T A
L I
F
M O
R T
A L
I
R E
A D
Y F
O R
A D
V E
R T
IS
E
M E
N T
0 100-100
0 100-100
0 100-100
.1
.0
.0
.0
.0
.7
.7
.6
.9
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.6
.5
.5
.5
.4
.4
.4
.4
86+00
87+00
88+00
50 50
D
IT
C H
C L
EL. 77.80
BOTTOM OF DITCH
3:1
3:1
D
IT
C H
C L
EL. 87.81
EL. 88.21
EL. 88.21
EL. 87.81
3:1
EL. 88.48
EL. 87.48
3:1
EL. 87.48
D
IT
C H
C L
EL. 77.90
BOTTOM OF DITCH
3:1
D
IT
C H
C L
EL. 87.21
EL. 87.61
EL. 87.61
EL. 87.21
3:1
EL. 87.88
EL. 86.88EL. 86.88
4:1 4:1
EL. 88.63
EL. 77.80
BOTTOM OF DITCH
EL. 77.90
BOTTOM OF DITCH
27.1467 Sq. ft
AREA=
C/L ABUTMENT STA. 83+32
BACK
AHEAD
SEE SHEET C-001
REQ'D R/W BEYOND SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
4'-0"4'-0"
4'-0"
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
4'-0"4'-0"
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
C-073
C A
R N
E Y
R O
A D
C R
O S
S S
E C
T
IO
N S
(S.F.)
CUT
(S.F.)
FILL
(C.Y.)
EXCAVATION
(C.Y.)
EMBANKMENT
324 1,285
70 442
239 1506
283 1,611
70 442
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
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
D A
T E
A P
P R
®of Engineers
US Army Corps
NEW ORLEANS DISTRICT
A N
S I
D of Engineers
US Army Corps
F
IL
E N
U M
B E
R
IDENTIFICATION
SHEET
a u to ti m e
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
N E
W O
R L
E A
N S
D
IS
T R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
W X
X X
X X
-X X
-X -X
X X
X
SS
O
C
IA
T E
S, I
N C
EN
GI
NE
ER
S
A
RC
HI
TE
CT
S
P
LA
NN
ER
S
PR
OG
RA
M
P
RO
JE
CT
M
AN
AG
ER
S
H -4
-4 -8
E a s t
B a to n R o u g e P a ri s h
L o u is ia n a
B a y o u
B a to n R o u g e R o c k
C h u te
C o m it e R iv e r
B a s in
C o m it e R iv e r
D iv e rs io n
P ro je c t
N J A
C K
S O
N
F E
B R
U A
R Y
W
P
-2
-B
J
S
IM
M O
N S
F lo o d
C o n tr o l, A m it e R iv e r
A n d T ri b u ta ri e s
L o u is ia n a F
M
O R
T A
L I
F
M O
R T
A L
I
R E
A D
Y F
O R
A D
V E
R T
IS
E
M E
N T75
0 100-100
0 100-100
0 100-100
.0
.0
.0
.0
.0
.0
.0
.0
.8
.8
.8
.7
.6
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
89+00
90+00
91+00
50 50
D
IT
C H
C L
EL. 78.00
BOTTOM OF DITCH
3:1
4:1
D
IT
C H
C L
EL. 86.15
EL. 86.55
EL. 86.55
EL. 86.15
3:1
4:1
EL. 86.83
D
IT
C H
C L
EL. 78.10
BOTTOM OF DITCH
3:1
4:1D
IT
C H
C L
EL. 84.93
EL. 85.33
EL. 85.33
EL. 84.93
3:1
4:1
EL. 85.60
D
IT
C H
C L
EL. 78.20
BOTTOM OF DITCH
3:1
4:1D
IT
C H
C
L EL. 84.14
EL. 84.54
EL. 84.54
EL. 84.14
3:1
4:1
EL. 84.81
EL. 78.00
BOTTOM OF DITCH
EL. 78.10
BOTTOM OF DITCH
EL. 78.20
BOTTOM OF DITCH
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
4'-0"4'-0"
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
4'-0"4'-0"
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
4'-0"4'-0"
C-074
C A
R N
E Y
R O
A D
C R
O S
S S
E C
T
IO
N S
(S.F.)
CUT
(S.F.)
FILL
(C.Y.)
EXCAVATION
(C.Y.)
EMBANKMENT
278 417
294 548
322 815
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
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
D A
T E
A P
P R
®of Engineers
US Army Corps
NEW ORLEANS DISTRICT
A N
S I
D of Engineers
US Army Corps
F
IL
E N
U M
B E
R
IDENTIFICATION
SHEET
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
N E
W O
R L
E A
N S
D
IS
T R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
W X
X X
X X
-X X
-X -X
X X
X
SS
O
C
IA
T E
S, I
N C
EN
GI
NE
ER
S
A
RC
HI
TE
CT
S
P
LA
NN
ER
S
PR
OG
RA
M
P
RO
JE
CT
M
AN
AG
ER
S
H -4
-4 -8
E a s t
B a to n R o u g e P a ri s h
L o u is ia n a
B a y o u
B a to n R o u g e R o c k
C h u te
C o m it e R iv e r
B a s in
C o m it e R iv e r
D iv e rs io n
P ro je c t
N J A
C K
S O
N
F E
B R
U A
R Y
W
P
-2
-B
J
S
IM
M O
N S
F lo o d
C o n tr o l, A m it e R iv e r
A n d T ri b u ta ri e s
L o u is ia n a F
M
O R
T A
L I
F
M O
R T
A L
I
R E
A D
Y F
O R
A D
V E
R T
IS
E
M E
N T
0 100-100
0 100-100
0 100-100
.0
.0
.0
.0
.0
.9
.0
.0
.0
.7
.6
.5
.0
.0
.8
.6
.6
.5
.5
.3
.2
92+00
93+00
94+00
50 50
EL. 84.48
D
IT
C H
C L
EL. 78.30
BOTTOM OF DITCH
3:1
4:1
D
IT
C H
C
L EL. 83.81
EL. 84.21
EL. 84.25
EL. 83.85
3:1
4:1
EL. 84.48
D
IT
C H
C L
EL. 78.40
BOTTOM OF DITCH
3:1
4:1D
IT
C H
C L
EL. 83.77
EL. 84.17
EL. 84.79
EL. 84.45
3:1
4:1
EL. 84.48
D
IT
C H
C L
EL. 78.50
BOTTOM OF DITCH
3:1
4:1D
IT
C H
C L
EL. 83.28
EL. 83.74
EL. 85.17 EL. 85.12
3:1
4:1
EL. 78.30
BOTTOM OF DITCH
EL. 78.40
BOTTOM OF DITCH
EL. 78.50
BOTTOM OF DITCH
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND SEE SHEET C-001
REQ'D R/W BEYOND
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
4'-0"4'-0"
SHLD
8'- 1/64 "
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
4'-0"4'-0"
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
4'-0"4'-0"
C-075
C A
R N
E Y
R O
A D
C R
O S
S S
E C
T
IO
N S
(S.F.)
CUT
(S.F.)
FILL
(C.Y.)
EXCAVATION
(C.Y.)
EMBANKMENT
172 535
209 491
252 411
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
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
D A
T E
A P
P R
®of Engineers
US Army Corps
NEW ORLEANS DISTRICT
A N
S I
D of Engineers
US Army Corps
F
IL
E N
U M
B E
R
IDENTIFICATION
SHEET
a u to ti m e
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
N E
W O
R L
E A
N S
D
IS
T R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
W X
X X
X X
-X X
-X -X
X X
X
SS
O
C
IA
T E
S, I
N C
EN
GI
NE
ER
S
A
RC
HI
TE
CT
S
P
LA
NN
ER
S
PR
OG
RA
M
P
RO
JE
CT
M
AN
AG
ER
S
H -4
-4 -8
E a s t
B a to n R o u g e P a ri s h
L o u is ia n a
B a y o u
B a to n R o u g e R o c k
C h u te
C o m it e R iv e r
B a s in
C o m it e R iv e r
D iv e rs io n
P ro je c t
N J A
C K
S O
N
F E
B R
U A
R Y
W
P
-2
-B
J
S
IM
M O
N S
F lo o d
C o n tr o l, A m it e R iv e r
A n d T ri b u ta ri e s
L o u is ia n a F
M
O R
T A
L I
F
M O
R T
A L
I
R E
A D
Y F
O R
A D
V E
R T
IS
E
M E
N T
0 100-100
0 100-100
0 100-100
.0
.9
.7
.6
.6
.4
.4
.4
.3
.3
.3
.0
.9
.9
.8
.8
.8
.8
.0
.0
.0
.0
.0
.0
95+00
96+00
97+00
LIMIT OF EXISTING ROW
VARIES
50 50
50 50
50 50 R
E Q
'D R
/W
D
IT
C H
C L
D
IT
C H
C L
EL. 78.60
BOTTOM OF DITCH
EL. 84.48
4:1
3:1
4:1 3:1
EL. 85.12EL. 83.28
EL. 85.17
EL. 83.79
D
IT
C H
C L
D
IT
C H
C L
EL. 78.70
BOTTOM OF DITCH
EL. 84.48
4:1
3:1
4:1 3:1
EL. 85.12EL. 83.28
EL. 85.17
EL. 83.79
D
IT
C H
C L
D
IT
C H
C L
EL. 78.80
BOTTOM OF DITCH
EL. 84.48
4:1 3:1
4:1 3:1
EL. 85.12EL. 83.28
EL. 85.17
EL. 83.79
EL. 78.80
BOTTOM OF DITCH
EL. 78.60
BOTTOM OF DITCH
EL. 78.70
BOTTOM OF DITCH
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
4'-0"4'-0"
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
4'-0"4'-0"
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
4'-0"4'-0"
C-076
C A
R N
E Y
R O
A D
C R
O S
S S
E C
T
IO
N S
(S.F.)
CUT
(S.F.)
FILL
(C.Y.)
EXCAVATION
(C.Y.)
EMBANKMENT
157 482
185 437
172 132
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
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
D A
T E
A P
P R
®of Engineers
US Army Corps
NEW ORLEANS DISTRICT
A N
S I
D of Engineers
US Army Corps
F
IL
E N
U M
B E
R
IDENTIFICATION
SHEET
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
N E
W O
R L
E A
N S
D
IS
T R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
W X
X X
X X
-X X
-X -X
X X
X
SS
O
C
IA
T E
S, I
N C
EN
GI
NE
ER
S
A
RC
HI
TE
CT
S
P
LA
NN
ER
S
PR
OG
RA
M
P
RO
JE
CT
M
AN
AG
ER
S
H -4
-4 -8
E a s t
B a to n R o u g e P a ri s h
L o u is ia n a
B a y o u
B a to n R o u g e R o c k
C h u te
C o m it e R iv e r
B a s in
C o m it e R iv e r
D iv e rs io n
P ro je c t
N J A
C K
S O
N
F E
B R
U A
R Y
W
P
-2
-B
J
S
IM
M O
N S
F lo o d
C o n tr o l, A m it e R iv e r
A n d T ri b u ta ri e s
L o u is ia n a F
M
O R
T A
L I
F
M O
R T
A L
I
R E
A D
Y F
O R
A D
V E
R T
IS
E
M E
N T
0 100-100
0 100-100
0 100-100
.0
.0
.0
.0
.0
.4
.4
.5
.6
.7
.9
.0
.1
.1
.0
.0
.1
.2
.2
.3
.9
.0
.4
.3
.1
.0
.0
.0
98+00
99+00
100+00
50 50
50 50
50 50
R E
Q 'D
R /W
R E
Q 'D
R /W
R E
Q 'D
R /W
D
IT
C H
C L
D
IT
C H
C L
EL. 78.90
BOTTOM OF DITCH
EL. 84.48
4:1 3:1
4:1 3:1
EL. 85.12EL. 83.28
EL. 85.17
EL. 83.79
D
IT
C H
C L
EL. 79.00
BOTTOM OF DITCH
EL. 84.48
4:1 3:1
4:1 3:1
EL. 85.12EL. 83.28
EL. 85.17
D
IT
C H
C
L EL. 83.79
D
IT
C H
C L
EL. 79.10
BOTTOM OF DITCH
EL. 84.48
4:1 3:1
4:1 3:1
EL. 85.04EL. 83.31
EL. 85.12
D
IT
C H
C
L EL. 83.81
EL. 78.90
BOTTOM OF DITCH
EL. 79.00
BOTTOM OF DITCH
EL. 79.10
BOTTOM OF DITCH
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
LIMIT OF EXISTING ROW
VARIES
LIMIT OF EXISTING ROW
VARIES
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
LIMIT OF EXISTING ROW
VARIES
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
4'-0"4'-0"
4'-0"4'-0"
SHLD
8'- 1/4 "
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
4'-0"4'-0"
5'-1"
C-077
C A
R N
E Y
R O
A D
C R
O S
S S
E C
T
IO
N S
(S.F.)
CUT
(S.F.)
FILL
(C.Y.)
EXCAVATION
(C.Y.)
EMBANKMENT
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
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
D A
T E
A P
P R
®of Engineers
US Army Corps
NEW ORLEANS DISTRICT
A N
S I
D of Engineers
US Army Corps
F
IL
E N
U M
B E
R
IDENTIFICATION
SHEET
a u to ti m e
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
N E
W O
R L
E A
N S
D
IS
T R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
W X
X X
X X
-X X
-X -X
X X
X
SS
O
C
IA
T E
S, I
N C
EN
GI
NE
ER
S
A
RC
HI
TE
CT
S
P
LA
NN
ER
S
PR
OG
RA
M
P
RO
JE
CT
M
AN
AG
ER
S
H -4
-4 -8
E a s t
B a to n R o u g e P a ri s h
L o u is ia n a
B a y o u
B a to n R o u g e R o c k
C h u te
C o m it e R iv e r
B a s in
C o m it e R iv e r
D iv e rs io n
P ro je c t
N J A
C K
S O
N
F E
B R
U A
R Y
W
P
-2
-B
J
S
IM
M O
N S
F lo o d
C o n tr o l, A m it e R iv e r
A n d T ri b u ta ri e s
L o u is ia n a F
M
O R
T A
L I
F
M O
R T
A L
I
R E
A D
Y F
O R
A D
V E
R T
IS
E
M E
N T75
0 100-100
0 100-100
0 100-100
.9
.0
.7
.7
.6
.6
.6
.6
.5
.5
.5
.4
.4
.2
.1
.0
.0
.8
.8
.8
.8
.7
.7
.8
.7
.7
.6
.5
.4
.3
.3
101+00
102+00
103+00
50 50
50 50
50 50
R E
Q 'D
R /W
R E
Q 'D
R /W
R E
Q 'D
R /W
D
IT
C H
C L
D
IT
C H
C L
3:1
D
IT
C H
C L
3:1
D
IT
C H
C L
EL. 79.20
BOTTOM OF DITCH
EL. 84.48
4:1
3:1 4:1
3:1
EL. 84.31EL. 83.60 EL. 84.58
EL. 84.04
4:1 4:1
EL. 83.95
EL. 84.31
EL. 84.16 EL. 83.75
3:1
D
IT
C H
C L
3:1
D
IT
C H
C L
4:1 4:1
EL. 84.67
EL. 84.85
EL. 83.94 EL. 83.50
EL. 79.20
BOTTOM OF DITCH
EL. 79.30
BOTTOM OF DITCH
EL. 79.30
BOTTOM OF DITCH
EL. 79.40
BOTTOM OF DITCH
EL. 79.40
BOTTOM OF DITCH
EL. 84.48
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
EL. 84.48
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
LIMIT OF EXISTING ROW
VARIES
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
LIMIT OF EXISTING ROW
VARIES
LIMIT OF EXISTING ROW
VARIES
4'-0"4'-0"
4'-0"4'-0"
4'-0"4'-0"
C-078
C A
R N
E Y
R O
A D
C R
O S
S S
E C
T
IO
N S
(S.F.)
CUT
(S.F.)
FILL
(C.Y.)
EXCAVATION
(C.Y.)
EMBANKMENT
226 220
328165
113 428
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
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
D A
T E
A P
P R
®of Engineers
US Army Corps
NEW ORLEANS DISTRICT
A N
S I
D of Engineers
US Army Corps
F
IL
E N
U M
B E
R
IDENTIFICATION
SHEET
a u to ti m e
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
N E
W O
R L
E A
N S
D
IS
T R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
W X
X X
X X
-X X
-X -X
X X
X
SS
O
C
IA
T E
S, I
N C
EN
GI
NE
ER
S
A
RC
HI
TE
CT
S
P
LA
NN
ER
S
PR
OG
RA
M
P
RO
JE
CT
M
AN
AG
ER
S
H -4
-4 -8
E a s t
B a to n R o u g e P a ri s h
L o u is ia n a
B a y o u
B a to n R o u g e R o c k
C h u te
C o m it e R iv e r
B a s in
C o m it e R iv e r
D iv e rs io n
P ro je c t
N J A
C K
S O
N
F E
B R
U A
R Y
W
P
-2
-B
J
S
IM
M O
N S
F lo o d
C o n tr o l, A m it e R iv e r
A n d T ri b u ta ri e s
L o u is ia n a F
M
O R
T A
L I
F
M O
R T
A L
I
R E
A D
Y F
O R
A D
V E
R T
IS
E
M E
N T
0 100-100
0 100-100
0 100
.5
.3
.4
.4
.4
.2
.2
.1
.1
.0
.8
.8
.9
.0
.0
.4
.3
.3
.2
.0
.6
.0
.9
.9
.8
.7
.7
.6
.4
.3
.2
104+00
105+00
106+00
50 50
50 50
-100
EL. 84.48
R E
Q 'D
R /W
R E
Q 'D
R /W
3:1
D
IT
C H
C L
3:1
D
IT
C H
C L
3:1
D
IT
C H
C L
4:1 4:1
D
IT
C H
C L
4:1 4:1
EL. 84.48
3:1
D
IT
C H
C L
3:1
D
IT
C H
C L
4:1 4:1
:1
EL. 83.37
EL. 85.12
EL. 79.50
BOTTOM OF DITCH
EL. 79.50
BOTTOM OF DITCH
EL. 79.60
BOTTOM OF DITCH
EL. 85.12
EL. 79.70
BOTTOM OF DITCH
EL. 85.12
EL. 79.70
BOTTOM OF DITCH
EL. 84.48
EL. 85.03
EL. 83.84
EL. 85.03
EL. 83.84
EL. 83.37
EL. 85.03
EL. 83.84
EL. 83.37
EL. 79.60
BOTTOM OF DITCH
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
LIMIT OF EXISTING ROW
VARIES
LIMIT OF EXISTING ROW
VARIES
4'-0" 4'-0"
4'-0" 4'-0"
4'-0" 4'-0"
C-079
C A
R N
E Y
R O
A D
C R
O S
S S
E C
T
IO
N S
(S.F.)
CUT
(S.F.)
FILL
(C.Y.)
EXCAVATION
(C.Y.)
EMBANKMENT
313 141
339 159
130294
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
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
D A
T E
A P
P R
®of Engineers
US Army Corps
NEW ORLEANS DISTRICT
A N
S I
D of Engineers
US Army Corps
F
IL
E N
U M
B E
R
IDENTIFICATION
SHEET
a u to ti m e
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
N E
W O
R L
E A
N S
D
IS
T R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
W X
X X
X X
-X X
-X -X
X X
X
SS
O
C
IA
T E
S, I
N C
EN
GI
NE
ER
S
A
RC
HI
TE
CT
S
P
LA
NN
ER
S
PR
OG
RA
M
P
RO
JE
CT
M
AN
AG
ER
S
H -4
-4 -8
E a s t
B a to n R o u g e P a ri s h
L o u is ia n a
B a y o u
B a to n R o u g e R o c k
C h u te
C o m it e R iv e r
B a s in
C o m it e R iv e r
D iv e rs io n
P ro je c t
N J A
C K
S O
N
F E
B R
U A
R Y
W
P
-2
-B
J
S
IM
M O
N S
F lo o d
C o n tr o l, A m it e R iv e r
A n d T ri b u ta ri e s
L o u is ia n a F
M
O R
T A
L I
F
M O
R T
A L
I
R E
A D
Y F
O R
A D
V E
R T
IS
E
M E
N T
0 100-100
0 100-100
0 100-100
.9
.0
.0
.7
.7
.7
.7
.7
.6
.6
.6
.5
.5
.3
.2
.7
.5
.4
.4
.4
.4
.4
.3
.2
.2
.1
.2
.2
.1
.1
.1
.1
.1
.1
.0
.0
.9
107+00
108+00
108+88
50 50
D
IT
C H
C L
EL. 83.64
EL. 84.93
-5.86%
2.11%
D
IT
C H
C L
D
IT
C H
C L
D
IT
C H
C L
4:1 3:14:13:1
4:13:1 4:1 3:1
EL. 79.90
BOTTOM OF DITCH
EL. 79.90
BOTTOM OF DITCH
EL. 79.80
BOTTOM OF DITCH
EL. 79.80
BOTTOM OF DITCH
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
-5.65%-5.02%
EL. 84.84
EL. 83.17
EL. 84.29
EL. 84.04
EL. 84.21
EL. 83.24
EL. 82.79
EL. 83.79
-3.77%
1.14%
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
MEET FUTURE EXISTING PAVEMENT
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
SHLD
8'-0"
LANE
11'-0"
LANE
11'-0"
SHLD
8'-0"
4'-0" 4'-0"
4'-0" 4'-0"
C-080
C A
R N
E Y
R O
A D
C R
O S
S S
E C
T
IO
N S
(S.F.)
CUT
(S.F.)
FILL
(C.Y.)
EXCAVATION
(C.Y.)
EMBANKMENT
0 0
267 52
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
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
D A
T E
A P
P R
®of Engineers
US Army Corps
NEW ORLEANS DISTRICT
A N
S I
D of Engineers
US Army Corps
F
IL
E N
U M
B E
R
IDENTIFICATION
SHEET
a u to ti m e
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
N E
W O
R L
E A
N S
D
IS
T R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
W X
X X
X X
-X X
-X -X
X X
X
SS
O
C
IA
T E
S, I
N C
EN
GI
NE
ER
S
A
RC
HI
TE
CT
S
P
LA
NN
ER
S
PR
OG
RA
M
P
RO
JE
CT
M
AN
AG
ER
S
H -4
-4 -8
E a s t
B a to n R o u g e P a ri s h
L o u is ia n a
B a y o u
B a to n R o u g e R o c k
C h u te
C o m it e R iv e r
B a s in
C o m it e R iv e r
D iv e rs io n
P ro je c t
N J A
C K
S O
N
F E
B R
U A
R Y
W
P
-2
-B
J
S
IM
M O
N S
F lo o d
C o n tr o l, A m it e R iv e r
A n d T ri b u ta ri e s
L o u is ia n a F
M
O R
T A
L I
F
M O
R T
A L
I
R E
A D
Y F
O R
A D
V E
R T
IS
E
M E
N T
0 100-100
.6
.7
.7
.7
.7
.7
.8
.7
.7
.7
.6
.6
.5
.4
110+00
50 50
SEE SHEET C-001
REQ'D R/W BEYOND
SEE SHEET C-001
REQ'D R/W BEYOND
C-081
L A
R O
U T
E
C R
O S
S S
E C
T
IO
N A
T C
A R
N E
Y R
O A
D
(S.F.)
CUT
(S.F.)
FILL
(C.Y.)
EXCAVATION
(C.Y.)
EMBANKMENT
2616918035
STA. 110+00
STA. 50+20 TO
TOTAL FROM
END WORK STA. 109+41
NOTE:
N
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
C
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
New Orleans District of Engineers
US Army Corps
N E
W O
R L E
A N
S L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R
A
S I
D
E a s t
B a to n R o u g h P a ri s h L o u is ia n a
B a y o u B a to n R o u g e R o c k C h u te
C o m it e R iv e r
D iv e rs o n P ro je c t, C o m it e R iv e r
B a s in
F lo o d C o n tr o l, A m it e A n d T ri b u ta ri e s
SCALE: 1" = 700'
CHURCH ST.
OLD BARNWOOD AVE.
LAKE POINTE AVE.
INDEPENDENCE BLVD.
COPPERMILL BLVD.
ZIMMERMAN RD.
MEADOW GLEN AVE.
CEDAR TRAIL AVE.COUNTRY PLAZA AVE.
CARNEY RD.
B A
R N
E T T R
D
BARNETT CUT OFF RD.
B A
R N
E T
T C
U T O
F F R
D
O A
K V
A L L E
Y
SCALE:1"=700'
DETOUR
CARNEY RD.
CARNEY RD.
DETOUR
DETOUR
(18X48)
M4-10R
CARNEY RD.(18X48)
(18X48)
M4-10L
(18X48)
CARNEY RD.
DETOUR
(18X48)
M4-10L
(18X48)
CARNEY RD.
DETOUR
(18X48)
M4-10L
(18X48)
DETOUR
(18X48)
M4-10R
CARNEY RD.(18X48)
DETOUR
CARNEY RD.
(18X48)
M4-10R
(18X48)
500 FT
CLOSED
ROAD
(48X48)
W20-3
DETOUR
(18X48)
M4-10R
LOCAL TRAFFIC ONLY
0.22 MILES AHEAD
ROAD CLOSED
(30X60)
R11-3a
DETOUR SIGNING AND MAP
LOCAL TRAFFIC ONLY
0.75 MILES AHEAD
ROAD CLOSED
(30X60)
R11-3a
(18X48)
M4-10L
DETOUR
LEGEND:
TRAFFIC SIGNS
TYPE III BARRICADE
CLOSED
ROAD
(48X30)
R11-2
MT.
PLE
ASANT -
ZACHARY R
D.
(L
A 6 4)
(18X48)
M4-10R
(18X48)
L A
700' 1400'
B A
R S
K E T R
D
H
IG
H P
L A
IN
S D
R
:7
CLOSURE MESSAGE SIGN
DURATION OF ROAD CLOSURE
SEE NOTE 2
DETOUR LA 964
CLOSED
CARNEY RD.
CLOSURE MESSAGE SIGN
SEE NOTE 2
CLOSURE MESSAGE SIGN
7 DAYS PRIOR TO ROAD CLOSURE
__/__/__ TO __/__/__
TO BE CLOSED
CARNEY RD.
LETTER SIZE ON STATIC SIGNS SHALL BE 8 INCHES.
DURATION OF THE ROAD CLOSURE. MINIMUM
APPROACHES TO THE CLOSURE FOR THE
CLOSURE MESSAGE SHALL BE PLACED ON ALL2.
TTC-00(C), AND TTC-16.
WITH STANDARD PLAN TTC-00(A), TTC-00(B),
TEMPORARY TRAFFIC CONTROL SHALL COMPLY1.
NOTES:
B B
S
R J B
R J B
CARNEY
RD.
(N
EW
A
LI
GNM
ENT)
CLOSURE MESSAGE SIGN
CLOSURE MESSAGE SIGN
CLOSURE MESSAGE SIGN
500 FT
CLOSED
ROAD
(48X48)
W20-3
(48X48)
W20-3
1000 FT
CLOSED
ROAD
WORK AREA
DETOUR
(48X48)
M4-9S
DETOUR
(48X48)
M4-9S
DETOUR
(48X48)
M4-9S
DETOUR
(48X48)
M4-9S
D E
T O
U R S
IG
N
IN
G A
N D M
A P
C-082
H -4 -4 -8
W P -2
-B -0
W X
X X
X X -X
X -X -X
X X
X H
N T
B C
O R
P
F E
B R
U A
R Y
SCALE: 1" = 50'
C-083
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
C
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
New Orleans District of Engineers
US Army Corps
N E
W O
R L E
A N
S L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
S I
D
:5 a s t
B a to n R o u g h P a ri s h L o u is ia n a
B a y o u B a to n R o u g e R o c k C h u te
C o m it e R iv e r
D iv e rs o n P ro je c t, o m it e R iv e r
B a s in
F lo o d C o n tr o l, A m it e A n d T ri b u ta ri e s
(48X24)
G20-2
ROAD WORK
END
NEXT XX MILES
ROAD WORK
(48X48)
W8-23
SHOULDER
NO
R J B
B B
S R J B
LEGEND:
TRAFFIC SIGNS
TYPE III BARRICADE
0 50' 100'
500'
1500'
AHEAD
WORK
ROAD
(48X48)
W20-1
220'495' 500'
1500'
AHEAD
WORK
ROAD
(48X48)
W20-1
(48X24)
G20-1
NEXT XX MILES
ROAD WORK
(48X24)
G20-1
SPACED AT 80' O.C.
SPACED AT 40' O.C.
(48X24)
G20-2
ROAD WORK
END
500'
WORK AREA
CHANNELIZING DEVICE
DIRECTION OF TRAVEL
109+00
8+
-4
-3
-2
-1
-5
-6
N
SCALE:1"=50'
LA HWY 964
TTC-00(C), AND TTC-02.
WITH STANDARD PLAN TTC-00(A), TTC-00(B),
TEMPORARY TRAFFIC CONTROL SHALL COMPLY2.
EXISTING POSTED SPEED LIMIT: 55 MPH1.
NOTES:
2 3 4
W X
X X
X X -X
X -X -X
X X
X
H -4 -4 -8
LA 964 AT CARNEY ROAD TEMPORARY TRAFFIC CONTROL PLAN
T R
A F F
IC
C
O N
T R
O L P
L A
N
L A
A
T C
A R
N E
Y R
O A
D T
E M
P
CARNEY ROAD
ADOPTED (P/A) C/L
PROJECTED &
7+
W P -2
-B -0
H N
T B C
O R
P
F E
B R
U A
R Y
200+00
203+00
15+00
16+00
17+00
18+00
R N
E Y R
D
LINE (TYP.)
RIGHT OF WAY
SCALE: 1" = 20'
20' 20' 40' 60' 80'
C/L CARNEY RD.
NOTES:
C-100
H
C -1
-R
O C
K C
H U
T E .D
G N
J
G R
E G
O R
D C
R N
K O
V
IC
H
D
C R
N K
O V
IC
H
POINT OF BEGNINNING
POINT OF CURVATURE
EASTINGSTATION
3321704.76771640.43
3321651.71771634.41
NORTHING
EASTINGSTATION NORTHING
POINT OF TANGENT
POINT OF ENDING
771673.63 3321731.18
3321721.62771757.80
TANGENT LENGTH
TANGENT DIRECTION
TANGENT LENGTH
TANGENT DIRECTION
EASTINGSTATION NORTHING
EXTERNAL
MIDDLE ORDINATE
CHORD
TANGENT
LENGTH
DEGREE OF CURVATURE
DELTA
RADIUS
POINT OF CURVATURE
POINT OF INTERSECTION
POINT OF TANGENT
771640.43 3321704.76
771643.82 3321734.57
771673.63 3321731.18
EASTINGSTATION NORTHING
POINT OF TANGENT
POINT OF ENDING
771783.63 3321685.03
3321526.74771746.85
TANGENT LENGTH
TANGENT DIRECTION
EASTINGSTATION NORTHING
EXTERNAL
MIDDLE ORDINATE
CHORD
TANGENT
LENGTH
DEGREE OF CURVATURE
DELTA
RADIUS
POINT OF CURVATURE
POINT OF INTERSECTION
POINT OF TANGENT
771757.80 3321721.62
771791.25 3321717.82
771783.63 3321685.03
53.39'
N 83°31'14.82" E
12.43'
8.79'
42.43'
30.00'
47.12'
190°59'09.35"
90°00'00.00" LEFT
30.00'
84.71'
N 6°28'45.18" W
162.50'
S 76°55'08.97" W
15.10'
10.04'
44.80'
33.67'
50.58'
190°59'09.35"
96°36'05.85" LEFT
30.00'
N
1.
PROPOSED PUMP STATION ACCESS ROAD ALIGNMENT.
EXISTING DRIVEWAY ALIGNMENT SHALL BE USED AS THE
DRIVEWAY ALIGNMENT DATA
POINT OF BEGNINNING
POINT OF CURVATURE
EASTINGSTATION
3321653.01771561.17
3321659.84771535.65
NORTHING
EASTINGSTATION NORTHING
POINT OF TANGENT
POINT OF ENDING
771591.66 3321649.72
3321656.84771744.79
26.41'
N 14°58'40" W
TANGENT LENGTH
TANGENT DIRECTION
TANGENT LENGTH
TANGENT DIRECTION
153.30'
N 2°39'47" E
EASTINGSTATION NORTHING
EXTERNAL
MIDDLE ORDINATE
CHORD
TANGENT
LENGTH
DEGREE OF CURVATURE
DELTA
RADIUS
1.20'
1.18'
30.67'
15.52'
30.67'
57°17'45"
17°38'27" RIGHT
100.00'
POINT OF CURVATURE
POINT OF INTERSECTION
POINT OF TANGENT
771561.17 3321653.01
771576.16 3321649.00
771591.66 3321649.72
A L
IG
N M
E N
T D
A T
A P
U M
P S
T A
T
IO
N
CURVE D1
CURVE M1
CURVE M2
CURVE DATA - CURVE D1
TANGENT DATA - TANGENT D1
TANGENT DATA - TANGENT D2
TANGENT DATA - TANGENT M1
CURVE DATA - CURVE M1
TANGENT DATA - TANGENT M2
CURVE DATA - CURVE M2
TANGENT DATA - TANGENT M3
L = 153.30'
N 2°39'47" E
TANGENT D2
L = 26.41' N 14°58'40" W
TANGENT D1
L
.3
N
°3
'1
.8
E
T A
N G
E N
T M
100+00.00
100+26.41
P .B
P .C
P .T
P.B.
P.C.
P .T
P .C
P.T.
P.E.
100+26.41
100+41.93
100+57.20
100+57.20
102+10.50
200+00.00
200+53.39
200+53.39
200+83.39
201+00.52
201+00.52
201+85.23
201+85.23
202+18.90
202+35.81
202+35.81
203+98.31
P .E
ACCESS ROAD, SEE NOTE 1
C/L PROPOSED PUMP STATION
C/L EXISTING DRIVEWAY =
L = 84.71'
N 6°28'45.18" W
TANGENT M2
L
.5
S
'0
.9
" W
T A
N G
E N
T M
MAINTENANCE ROAD
C/L PROPOSED
ALIGNMENT DATA
MAINTENANCE ROAD
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
E a s t
B a to n R o u g e P a ri s h L o u is ia n a
New Orleans District of Engineers
US Army Corps
C o m it e R iv e r
D iv e rs io n P ro je c t
H -4 -4 -8
M
IS
S
IS
S
IP
P I
R
IV
E R D
IV
IS
IO
N
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
A
A N
S I
D
B a y o u B a to n R o u g e R o c k C h u te
P L
O T D
A T
E
C o m it e R iv e r
B a s in
F lo o d C o n tr o l, A m it e R iv e r a n d T ri b u ta ri e s L o u is ia n a
W P -2
-B -0
W X
X X
X X -X
X -X -X
X X
X H
N T
B C
O R
P
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
T
F E
B R
U A
R Y
16+00
17+00
18+00
R N
E Y R
D
LINE (TYP.)
RIGHT OF WAY
EXISTING 18" RCP
FLOWLINE
EXISTING DITCH
TOP OF EXISTING BANK
SCALE: 1" = 20'
20' 20' 40' 60' 80'
EXISTING 18" RCP
EXISTING STRUTURE (TYP.)
COMM. LINE
EXISTING
GAS LINE
EXISTING NATURAL
WATER MAIN
EXISTING
HYDRANT
EXISTING FIRE
OF PAVEMENT
EXISTING EDGE
OF PAVEMENT
EXISTING EDGE
N
C/L CARNEY RD.
E 3321659.84 N 771535.65
C/L DRIVEWAY STA. 100+00.00
C/L CARNEY RD. STA. 15+85.43 =
C/L EXISTING DRIVEWAY
D
C R
N K
O V
IC
H
D C
R N
K O
V
IC
H J
G R
E G
O R
H
C -1
-R
O C
K C
H U
T E .D
G N
E X
IS
T
IN
G S
IT
E P
L A
N P
U M
P S
T A
T
IO
N
C-101
LINE (TYP.)
EXISTING OHP
COMM. BOX
EXISTING
OHP POLE
EXISTING
EXISTING CARNEY RD. R.O
.W.110'
EXISTING GATE
EXISTING FENCE
OF EXISTING OHP POLE
APPROXIMATE LOCATION
EXISTING FENCE
EXISTING FENCE EXISTING FENCE
FH
WM
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
E a s t
B a to n R o u g e P a ri s h L o u is ia n a
New Orleans District of Engineers
US Army Corps
C o m it e R iv e r
D iv e rs io n P ro je c t
H -4 -4 -8
M
IS
S
IS
S
IP
P I
R
IV
E R D
IV
IS
IO
N
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
A
A N
S I
D
B a y o u B a to n R o u g e R o c k C h u te
P L
O T D
A T
E
C o m it e R iv e r
B a s in
F lo o d C o n tr o l, A m it e R iv e r a n d T ri b u ta ri e s L o u is ia n a
W P -2
-B -0
W X
X X
X X -X
X -X -X
X X
X H
N T
B C
O R
P
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
T
F E
B R
U A
R Y
16+00
17+00
18+00
R N
E Y R
D
LINE (TYP.)
RIGHT OF WAY
TOP OF EXISTING BANK
SCALE: 1" = 20'
20' 20' 40' 60' 80'
C/L CARNEY RD.
NOTES:
C-102
H
C -1
-R
O C
K C
H U
T E .D
G N
J
G R
E G
O R
D C
R N
K O
V
IC
H
D
C R
N K
O V
IC
H
R E
M O
V A
L P
L A
N P
U M
P S
T A
T
IO
N
REMOVAL LEGEND
N
REMOVAL
DRIVEWAY
AGGREGATE
TREE REMOVAL (TYP.)
EARTH EXCAVATION (TYP.)
GRUBBING (TYP.)
CLEARING AND
3.
2.
1.
DRAWINGS FOR ELECTRICAL PLANS AND DETAILS.
COORDINATE REMOVAL WITH UTILITY OWNER. SEE E- SERIES
LIMESTONE FINISHED GRADE.
EARTH EXCAVATION SHALL BE TO A DEPTH TO ACCOMMODATE 9"
SEE DRAWING C-103 FOR KEY POINTS.
STATION ACCESS ROAD
C/L PROPOSED PUMP
C/L EXISTING DRIVEWAY =
GATE
REMOVE
STRUCTURES)
CONSTRUCTION, SEE NOTE 3 (TYPICAL ALL
AND FENCE TO BE REMOVED PRIOR TO
APPROXIMATE LOCATION OF STRUCTURE
TO CONFIRM LOCATION)
APPROXIMATE, CONTRACTOR
(LOCATIONS SHOWN IS
OF EXISTING WATER METER
SERVICE LINE DOWNSTREAM
REMOVE EXISTING WATER
FH
WM
POLE TO REMAIN
DISTRIBUTION LINES AND
OVERHEAD ELECTRICAL
NOTE 3
OWNER PRIOR TO CONSTRUCTION, SEE
POLE TO BE REMOVED BY UTILITY
OVERHEAD ELECTRICAL LINES AND
EXCAVATION
EARTH
FOUNDATION AND BUILDING SLAB
REMOVE EXISTING CONCRETE
CONCRETE PAVING
REMOVE EXISTING
AND DEBRIS
DILAPIDATED STRUCTURE
DEMOLISH AND REMOVE
FENCE, CLEAR AND GRUB
REMOVE EXISTING WOOD
DEMOLITION AND DEBRIS REMOVAL
CONCRETE PAVING/SLAB REMOVAL
EXISTING SITE ITEM TO BE REMOVED
CLEARING AND GRUBBING
AGGREGATE DRIVEWAY REMOVAL
EARTH EXCAVATION
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
E a s t
B a to n R o u g e P a ri s h L o u is ia n a
New Orleans District of Engineers
US Army Corps
C o m it e R iv e r
D iv e rs io n P ro je c t
H -4 -4 -8
M
IS
S
IS
S
IP
P I
R
IV
E R D
IV
IS
IO
N
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
A
A N
S I
D
B a y o u B a to n R o u g e R o c k C h u te
P L
O T D
A T
E
C o m it e R iv e r
B a s in
F lo o d C o n tr o l, A m it e R iv e r a n d T ri b u ta ri e s L o u is ia n a
W P -2
-B -0
W X
X X
X X -X
X -X -X
X X
X H
N T
B C
O R
P
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
T
F E
B R
U A
R Y
200+00
203+00
15+00
16+00
17+00
18+00
C A
R N
E Y R
D
LINE (TYP.)
RIGHT OF WAY
SCALE: 1" = 20'
20' 20' 40' 60' 80'
N
C/L CARNEY RD.
SWING GATE
15' DOUBLE-LEAF
SEE DRAWING C-122
SECURITY FENCE,
6' HIGH CHAIN LINK
R20'
R20'
R25'
R50'
TURNAROUND
GRAVEL
1.00%, SEE NOTE 1
18" RCP
12" HDPE
10'
WET WELL
10' DIA.
ROAD, STA. 100+14.56
EDGE OF CARNEY
MATCH EXISTING
C-103
H
C -1
-R
O C
K C
H U
T E .D
G N
J
G R
E G
O R
D C
R N
K O
V
IC
H
D
C R
N K
O V
IC
H
P R
O P
O S
E D S
IT
E P
L A
N P
U M
P S
T A
T
IO
N
PROPOSED LEGEND
R24'
R24'
NOTES:
TO C-058
DRAWINGS C-001
GRADING, SEE
CHANNEL
SWING GATE
15' DOUBLE-LEAF
R25'
R25'
D
A
B
C
E
G
H
J
K
L
N
P
Q
T
V
U
W12'
12'
RIPRAP
PROPOSED CONTOUR
GUARD POSTS
NOTE 6
RIPRAP, SEE
X
Y Z
AA
BB
DD
EE
CC
CRITICAL POINT DATA
POINT NORTHING EASTING ELEVATION
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
NOT USED
NOT USED
80.82
80.75
80.62
80.22
80.65
80.59
80.31
80.25
3321668.15771553.11
Q 47.00 (INV.)
80.52 (RIM)
3321643.37771545.72
76.65 (INV.)
79.50 (EX.)
79.86 (EX.)
79.95 (EX.)
79.58 (EX.)
3321572.18771559.92
3321542.23771688.85
771711.09 3321637.94
771708.65 3321690.49
3321665.24771580.43
771647.71 3321608.28
771705.12 3321658.79
771703.89 3321685.27
771668.93 3321683.64
771670.16 3321657.17
771694.14 3321668.79
771893.10 3321624.98
R
S
T
U
V
W
X
Y
Z
AA
BB
CC
DD
FF
GG
EE
FF
GG
POINT NORTHING EASTING ELEVATION
F
M
FOR LAYOUT
SEE DRAWING C-109
PUMP STATION PAD,
N/A771638.44 3321687.23
771958.67 3321727.46
3321748.09771785.35
771789.46 3321771.45 82.00
771801.35 3321771.25 82.00
82.00 (PT)
771789.54 3321683.94
80.00
80.00
82.91 (PC)
81.31
771562.10 3321657.88
771566.48 3321657.88
771576.10 3321644.18
79.10 (PT)
79.10 (PT)
79.36 (PC)
771598.25 3321615.63 79.72 (PT)
79.70 (PC)771607.75 3321656.48
3321678.63771629.47 79.90 (PT)
771644.01 3321683.06 80.02 (PT)
771661.80 3321656.25 80.22 (PC)
771774.95 3321621.14
771763.26 3321623.86
FLOW DIRECTION
SCALE:NOT TO SCALE
RIPRAP DETAIL
FLOW
GEOTEXTILE
TYPE R-25
RIPRAP
STONE NO. 1, 6"
BEDDING
TRASH RACK
HEADWALL WITH
CONCRETE
18'
HH
JJ
HH
II
JJ 79.50 (EX.)
79.58 (EX.)
NOT USED
771601.40 3321685.50
771595.77 3321659.18
771587.90 3321660.68
7.
6.
5.
4.
3.
2.
1.
EXISTING 18" RCP
CLEAN 33 LF
KK
KK 80.23 (RIM)771664.04 3321667.85
FLOW
8" DIP
MANHOLE
4' DIA.
POINT
Q
P
KK
H
INVERT TABLE
STRUCTURE
INTAKE
WET WELL
MANHOLE
OUTLET
INV. (DIR.)
47.00 (S)
46.02 (N)
77.90 (N)
77.05 (S)
76.64 (N)
STATION ACCESS ROAD
C/L PROPOSED PUMP
76.00 (S) *
CROSS WET WELL WALL
ELEVATION AT WHICH 8" PIPES
C-001 TO C-058
83.00, SEE DRAWINGS
TOP OF GUIDE LEVEE EL.
PROPOSED GUIDE LEVEE,
MAINTENANCE ROAD
C/L PROPOSED
LEVEE GRADING.
PUMP STATION GRADING SHALL BE COORDINATED WITH CHANNEL AND GUIDE
SEE DETAIL 1.
RIPRAP SHALL CONFORM TO USACE STANDARD RIPRAP GRADATIONS TABLE.
CENTERS. SEE DRAWING C-123 FOR GUARD POST DETAILS.
GUARD POSTS SHALL BE INSTALLED 2' FROM EDGE OF ROAD AND ON 5'
SEE DRAWING C-121 FOR CONCRETE HEADWALL DETAILS.
SURFACE WITHIN THE FENCE SHALL BE FINISHED WITH 9" STONE.
SIDE SLOPES TO MATCH EXISTING SHALL BE NO GREATER THAN 6H:1V.
CARNEY ROAD. SEE TYPICAL SECTIONS, DRAWING C-110.
ACCESS ROAD AND TURNAROUND SHALL BE GRADED AT 1.00% TOWARDS
HEADWALL
CONCRETE
SEE NOTE 5
GUARD POST (TYP.),
MATCH TOP OF BANK
SLOPE AT 10H : 1V TO
DISPOSAL AREA
DISPOSAL AREA
GUIDE LEVEE
DITCH C/L
EAST INTERCEPTOR
DITCH C/L
EAST INTERCEPTOR
DITCH C/L
EAST INTERCEPTOR
WM
SEE DETAIL ON SHEET C-123
PREVENTER AND HOSEBIB.
INSTALL 3/4" BACKFLOW
SERVICE LINE
1" WATER
INSTALL 113 L.F.
CONNECTION
CONNECT TO EXISTING SERVICE
NEW 1" METER AND METER BOX.
METER AND METER BOX WITH
REPLACE EXISTING WATER
XX
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
E a s t
B a to n R o u g e P a ri s h L o u is ia n a
New Orleans District of Engineers
US Army Corps
C o m it e R iv e r
D iv e rs io n P ro je c t
H -4 -4 -8
M
IS
S
IS
S
IP
P I
R
IV
E R D
IV
IS
IO
N
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
A
A N
S I
D
B a y o u B a to n R o u g e R o c k C h u te
P L
O T D
A T
E
C o m it e R iv e r
B a s in
F lo o d C o n tr o l, A m it e R iv e r a n d T ri b u ta ri e s L o u is ia n a
W P -2
-B -0
W X
X X
X X -X
X -X -X
X X
X H
N T
B C
O R
P
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
T
F E
B R
U A
R Y
BAYOU BATON ROUGE PUMP STATION PIPE PROFILE
SCALE: 1" = 20'; 1 HORIZONTAL : 5 VERTICAL
C-104
H
C -1
-R
O C
K C
H U
T E .D
G N
J
G R
E G
O R
D C
R N
K O
V
IC
H
D
C R
N K
O V
IC
H
P R
O P
O S
E D P
IP
E P
R O
F
IL
E P
U M
P S
T A
T
IO
N
H :5
V
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
E a s t
B a to n R o u g e P a ri s h L o u is ia n a
New Orleans District of Engineers
US Army Corps
C o m it e R iv e r
D iv e rs io n P ro je c t
H -4 -4 -8
M
IS
S
IS
S
IP
P I
R
IV
E R D
IV
IS
IO
N
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
A
A N
S I
D
B a y o u B a to n R o u g e R o c k C h u te
P L
O T D
A T
E
C o m it e R iv e r
B a s in
F lo o d C o n tr o l, A m it e R iv e r a n d T ri b u ta ri e s L o u is ia n a
W P -2
-B -0
W X
X X
X X -X
X -X -X
X X
X H
N T
B C
O R
P
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
T
F E
B R
U A
R Y
INV. 77.05
INV. 77.90
INV. 76.25, EXISTING INVERT
DRAWINGS C-121 AND C-125
WITH TRASH RACK, SEE DETAILS ON
PROPOSED CONCRETE HEADWALL
DRIVEWAY (TO BE CLEANED)
EXISTING 18" RCP UNDER
DRAWING C-120
WET WELL, SEE
PROPOSED 10' DIA.
WELL, EL. 40.52
BOTTOM OF WET
COMITE CHANNEL SIDE SLOPE
INV. 47.00, MATCH PROPOSED
PROPOSED GUIDE LEVEE
FINISHED GRADE
PROPOSED COMITE CHANNEL
EL. 49.00
TOP OF HEADWALL
EL. 51.00
DESIGN LOW WATER
C-121 AND C-125
TRASH RACK, SEE DETAILS ON DRAWINGS
PROPOSED CONCRETE HEADWALL WITH
PROPOSED MAINTENANCE ROAD
EXISTING GROUND SURFACE
PROPOSED 12" HDPE, 196.15' @ 0.50%
1+00 2+00 3+00 4+00 5+00 6+000+00 7+00
INV. 46.02
EXISTING FLOW TO BAYOU BATON ROUGE
INV. 47.00
RIM 80.23
4' DIA. MANHOLE,
EXISTING DITCH
EL. 76.60, MATCH
INV. 82.00
DIP CONNECTION
PROPOSED 10', 8"
RIM 80.52
RIPRAP PAD
PROPOSED
INV. 76.64
82.31' @ 0.50%
PROPOSED 18" RCP,
EL. 76.00
1 SCALE: 1" = 20'; 1 HORIZONTAL : 10 VERTICAL
C-105
H
C -1
-R
O C
K C
H U
T E .D
G N
J
G R
E G
O R
D C
R N
K O
V
IC
H
D
C R
N K
O V
IC
H
H :1
V
BAYOU BATON ROUGE PUMP STATION MAINTENANCE ROAD PROFILE
P R
O F
IL
E P
R O
P O
S E
D M
A
IN
T E
N A
N C
E R
O A
D P
U M
P S
T A
T
IO
N
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
E a s t
B a to n R o u g e P a ri s h L o u is ia n a
New Orleans District of Engineers
US Army Corps
C o m it e R iv e r
D iv e rs io n P ro je c t
H -4 -4 -8
M
IS
S
IS
S
IP
P I
R
IV
E R D
IV
IS
IO
N
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
A
A N
S I
D
B a y o u B a to n R o u g e R o c k C h u te
P L
O T D
A T
E
C o m it e R iv e r
B a s in
F lo o d C o n tr o l, A m it e R iv e r a n d T ri b u ta ri e s L o u is ia n a
W P -2
-B -0
W X
X X
X X -X
X -X -X
X X
X H
N T
B C
O R
P
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
T
F E
B R
U A
R Y
STA. 203+00, EL. 80.00
MATCH EXISTING,
STA. 200+10, EL. 79.79
ROAD TURN AROUND,
MATCH ACCESS
SURFACE
GROUND
EXISTING
E L E
V A
T
IO
N
.9
E L E
V A
T
IO
N
.0
E L E
V A
T
IO
N
.0
E L E
V A
T
IO
N
.0
.3
E
L .0
.3
E
L .4
0.00%
.3
E
L .9
.3
E
L .4
200+00 201+00 202+00 203+00 204+00
V P I S
T A .3
0.0%
V P I S
T A .3
.3
E
L .0
.3
E
L .5
6.00%
V P I S
T A .3
V P I S
T A .3
6.
0.00%
.3
E
L .4
.3
E
L .0
6.
% 6.00% 0.00%
GUIDE LEVEE, EL. 83.00
MATCH TOP OF PROPOSED
K = 8.25 L = 50.00'
K = 8.33 L = 50.00'
K = 8.25 L = 50.00'
K = 8.33 L = 50.00'
C-106
H
C -1
-R
O C
K C
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G N
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G R
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D A
T E
M A
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D E
S C
R
IP
T
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D
E a s t
B a to n R o u g e P a ri s h L o u is ia n a
New Orleans District of Engineers
US Army Corps
C o m it e R iv e r
D iv e rs io n P ro je c t
H -4 -4 -8
M
IS
S
IS
S
IP
P I
R
IV
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B a y o u B a to n R o u g e R o c k C h u te
P L
O T D
A T
E
C o m it e R iv e r
B a s in
F lo o d C o n tr o l, A m it e R iv e r a n d T ri b u ta ri e s L o u is ia n a
W P -2
-B -0
W X
X X
X X -X
X -X -X
X X
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P
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S S R
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-1
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W E
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C-107
C -1
-R
O C
K C
H U
T E .D
G N
J
G R
E G
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D C
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K O
V
IC
H
D
C R
N K
O V
IC
H
H :2
V
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S S
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T
IO
N S S
H E
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F
P R
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IN
T E
N A
N C
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O A
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P S
T A
T
IO
N
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L
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A T
IO
N N
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F
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A M
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D W
N B
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C K
D B
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S
IG
N E
D B
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D E
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R
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N
D
2 3
C
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A
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M A
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A P
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F
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B E
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B M
IT
T E
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P L
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C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
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O
IDENTIFICATION
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D
E a s t
B a to n R o u g e P a ri s h L o u is ia n a
New Orleans District of Engineers
US Army Corps
C o m it e R iv e r
D iv e rs io n P ro je c t
H -4 -4 -8
M
IS
S
IS
S
IP
P I
R
IV
E R D
IV
IS
IO
N
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
A
A N
S I
D
B a y o u B a to n R o u g e R o c k C h u te
P L
O T D
A T
E
C o m it e R iv e r
B a s in
F lo o d C o n tr o l, A m it e R iv e r a n d T ri b u ta ri e s L o u is ia n a
W P -2
-B -0
W X
X X
X X -X
X -X -X
X X
X H
N T
B C
O R
P
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
T
F E
B R
U A
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P U
M P S
T A
T
IO
N P
A D
F E
N C
E
T Y
P
S E
C U
R
A D
IN
G C
H A
N N
E L
-1
-7
-5
-2
-1
-7
-5
-2
-1
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-5
-2
C H
A N
N E
L G
R A
D
IN
G
C /L M
A
IN
T
R O
A D
C /L M
A
IN
T
R O
A D
C /L M
A
IN
T
R O
A D
C /L M
A
IN
T
R O
A D
M A I
N T
E N
A N
A D
-1
-7
-5
-2
M A I
N T
E N
A N
A D
M A I
N T
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A N
A D
M A I
N T
E N
A N
A D
B A
C K -U
P P
A D
G R
A D
IN
G G
U
ID
E L
E V
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N D
E X
IS
T
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N D
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IS
T
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N D
E X
IS
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N D
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A D
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G G
U
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ID
E L
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E E G
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D
C-108
C -1
-R
O C
K C
H U
T E .D
G N
J
G R
E G
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D C
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K O
V
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H
D
C R
N K
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IC
H
H :2
V
C R
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S S
E C
T
IO
N S S
H E
E T O
F
P R
O P
O S
E D M
A
IN
T E
N A
N C
E R
O A
D P
U M
P S
T A
T
IO
N
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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T E
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R
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IO
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D
E a s t
B a to n R o u g e P a ri s h L o u is ia n a
New Orleans District of Engineers
US Army Corps
C o m it e R iv e r
D iv e rs io n P ro je c t
H -4 -4 -8
M
IS
S
IS
S
IP
P I
R
IV
E R D
IV
IS
IO
N
N E
W O
R L E
A N
S D
IS
T R
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N E
W O
R L E
A N
S L
A
A N
S I
D
B a y o u B a to n R o u g e R o c k C h u te
P L
O T D
A T
E
C o m it e R iv e r
B a s in
F lo o d C o n tr o l, A m it e R iv e r a n d T ri b u ta ri e s L o u is ia n a
W P -2
-B -0
W X
X X
X X -X
X -X -X
X X
X H
N T
B C
O R
P
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
T
F E
B R
U A
R Y
F E
N C
E
T Y
P
S E
C U
R
N C
E
T Y
P
S E
C U
R
N C
E
T Y
P
S E
C U
R
T W
E L L
C H
A N
N E
L P
V C F
R
M
A N
N E
L G
R A
D
IN
G
C H
A N
N E
L G
R A
D
IN
G
C H
A N
N E
L G
R A
D
IN
G
-1
-7
-5
-2
-1
-7
-5
-2
-1
-7
-5
-2
G U
A R
D P
O S
T
C /L M
A
IN
T
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A D
M A I
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E N
A N
A D
C /L M
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A D
C /L M
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IN
T
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A D
M A I
N T
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A N
A D
M A I
N T
E N
A N
A D
G R
A D
IN
G G
U
ID
E L
E V
A D
IN
G G
U
ID
E L
E V
A D
IN
G G
U
ID
E L
E V
A R
D P
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T
G U
A R
D P
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T
P U
M P S
T A
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N P
A D
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N D
A C
C E
S S R
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D A
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N D
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T
BAYOU BATON ROUGE PUMP STATION PAD PLAN
N.T.S.
A
C-109
SECTION A-A
N.T.S.
A
C-109
J
G R
E G
O R
D C
R N
K O
V
IC
H
D
C R
N K
O V
IC
H
P R
O P
O S
E D P
A D L
A Y
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T P
U M
P S
T A
T
IO
N
C-109
N .T .S
H
C -1
-R
O C
K C
H U
T E .D
G N
NOTES:
N.T.S.
PUMP STATION PAD PLAN CONCRETE DETAILS
C
C-109
N.T.S.3
NEW PIPE THRU WALL DETAIL
GREATER THAN 12 FT/S.
ELEVATION 64 AND NOT RESULT IN DISCHARGE PIPE VELOCITY
HIGH WATER OFF ELEVATION GREATER THAN OR EQUAL TO
IS CONTINUOUS THROUGH THE JOINTS.
24 HOURS FOLLOWING CONCRETE PLACEMENT. REINFORCEMENT
SLAB-ON-GRADE SPACED NO MORE THAN 12 FEET APART WITHIN
SAW-CUT 1 1/2" DEEP CONTRACTION JOINTS IN THE
4000 PSI AT 28 DAYS.
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF
SEE DRAWING C-120 FOR ADDITIONAL WET WELL DETAILS.
SEE E- SERIES DRAWINGS FOR ELECTRICAL PLANS AND DETAILS.
AT ELEVATION 83.00.
LOW ELEVATION OF ELECTRICAL CONTROL PANEL SHALL BE SET
6.
5.
4.
3.
2.
1.
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
E a s t
B a to n R o u g e P a ri s h L o u is ia n a
New Orleans District of Engineers
US Army Corps
C o m it e R iv e r
D iv e rs io n P ro je c t
H -4 -4 -8
M
IS
S
IS
S
IP
P I
R
IV
E R D
IV
IS
IO
N
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
A
A N
S I
D
B a y o u B a to n R o u g e R o c k C h u te
P L
O T D
A T
E
C o m it e R iv e r
B a s in
F lo o d C o n tr o l, A m it e R iv e r a n d T ri b u ta ri e s L o u is ia n a
W P -2
-B -0
W X
X X
X X -X
X -X -X
X X
X H
N T
B C
O R
P
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
T
F E
B R
U A
R Y
6" DIP
MIDPOINT 6x6 - W4xW4
WWF PLACED AT
SEE NOTE 4
6" CONCRETE,
GROUNDING RING
MANHOLE
8" DIP TO 4' DIA.
MANHOLE
8" DIP TO 4' DIA.
FROM CHANNEL
12" HDPE INTAKE PIPE
SEE DRAWING C-120
11" WALL THICKNESS,
10' DIA. WET WELL,
GROUNDING RING
EDGE OF CONCRETE PAD
35'
(MIN.)
4'
EL. 46.02
1' 1'
GROUNDING RING
EL. 82.00
EL. 40.52
EL. 76.00
INTAKE DESIGN LOW
WATER EL. 53.00
PUMP ON EL. 52.00
PUMP OFF EL. 47.70
C-125
AT PIPE INLET, SEE DRAWING
SELF-CONTAINED SLUICE GATE
EL. 41.80
SUCTION BELL INLET
HIGHT WATER OFF EL.
SEE NOTE 6
DIA. (TYP)
SHALL BE 3/8" MIN.
316 S.S. HOOKS
PER NEW PIPE THROUGH WALL.
INSTALL MODULAR WALL SEAL
CURVED WALL…
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