2 of 6 Advertise Plans_Comite_ Bayou Baton Rouge Rock Chute_Ed 20-001 (08.19.2024).pdf
PDF 16 MB Posted
- Solicitation number
- W912P825B0001
About this file
This file contains engineering drawings and site grading plans for the Bayou Baton Rouge Rock Chute project in East Baton Rouge Parish, Louisiana. The drawings include detailed cross sections, elevation profiles, and site plans showing the construction of a new rock chute, Carney Road modifications, guide levees, disposal areas, and a temporary bypass channel.
The plans illustrate the construction sequencing across 5 phases, including interim and final site grading, drainage plans, pavement markings, and utility relocations. Key components include construction of multiple guide levees, excavation of the Comite River Diversion Channel, relocation of Carney Road with new bridge construction, installation of interceptor ditches, and creation of disposal areas. Technical specifications show detailed dimensions, elevations, and coordinates for features like bicycle lanes, rumble strips, drainage structures, and Entergy power pole relocations. The drawings include typical sections showing 11-foot travel lanes, 8-foot shoulders, and various ditch profiles with specific grading requirements.
View the file
Other files
Show all 12
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
NO. 2
DISPOSAL AREA
SCALE: 1" = 100'
INTERIM SITE GRADING AND DRAINAGE PLAN
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
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
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
S S
O C
IA
T E
S
IN
C
E N
G
IN
E E
R S
A
R C
H
IT
E C
T S
P
L A
N N
E R
S
P R
O G
R A
M
P
R O J E
C T M
A N
A G
E R
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
A U
G U
S T
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
J S
IM
M O
N S
J S
IM
M O
N S
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
T
C L E
M A
Y
(BY OTHERS)
LA964 BYPASS
GUIDE LEVEE NO. 2
C-024A
2.0' 2.0' 3
N
INTERCEPTOR DITCH
TYPICAL SECTION
5+00
DO NOT DISTURB
EXISTING CEMETERY
W-4
NTS
DISTURB
DO NOT
CEMETERY
EXISTING
REQUIRED R/W
REQUIRED R/W
R E Q
U
IR
E D R /W
REQUIRED R/W
STATION
PUMP
CARNEY ROAD BRIDGE
C/L DITCH
E-1
W-3
M A
T C
H L
IN
E S
E E S
H E
E T C -0
B
GENERAL NOTES, SEE SHEET C-024C.
1. FOR INTERCEPTOR DITCH COORDINATES AND
NOTE:
SCALE: 1"=100'
100 50 0 100 200
WEST INTERCEPTOR DITCH
CARNEY ROAD DITCHES
S H
E E
T O
F
IN
T
E R
IM
S
IT
E G
R A
D
IN
G D
R A
IN
A G
E P
L A
N
NO. 3
DISPOSAL AREA
NO. 4
DISPOSAL AREA
GUIDE LEVEE NO. 5
ADOPTED (P&A) CARNEY ROAD
C/L PROJECTED AND
ADOPTED (P&A) CARNEY ROAD
C/L PROJECTED AND
CARNEY ROAD DITCHES
TEMPORARY BYPASS
C/L BBR
(BBR RC)
C/L BBR ROCK CHUTE
(CRDC)
DIVERSION CHANNEL
C/L COMITE RIVER
(CRDC) (BY OTHERS)
DIVERSION CHANNEL
C/L COMITE RIVER
R E
Q U
IR
E D R /W
(BY OTHERS)
LA964 BRIDGE
C/L LA964
E-6
E-5
E-5A
W-5
PR 79
E-3E-4
12" ROUND RCP x 32'
R E
Q U
IR
E D R /W
REQUIRED R/W
R E
Q U
IR
E D R /W
E-7
EAST INTERCEPTOR DITCH
E-8
E-2
DISPOSAL AREA NO. 1
SCALE: 1" = 100'
AND DRAINAGE PLAN
INTERIM SITE GRADING
D
C
A
B
1 2 3
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
4 5
M A
R K
A P
P R
D A
T E
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
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
S S O C
IA
TE
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
-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
A U
G U
S T
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
J S
IM
M O
N S
J S
IM
M O
N S
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
T
C L E
M A
Y
REQUIRED R/W
(EXISTING)
C/L CARNEY ROAD
(BY OTHERS)
DIVERSION CHANNEL (CRDC)
COMITE RIVER
REQUIRED R/W
R E
Q U
IR
E D R /W
REQUIRED R/W
M A
T C
H L
IN
E S
E E S
H E
E T C -0
A
WEST INTERCEPTOR DITCH
GUIDE LEVEE NO. 3
CARNEY ROAD
ADOPTED (P&A)
BEGIN PROJECTED AND
CARNEY ROAD
ADOPTED (P&A)
C/L PROJECTED AND
DIVERSION CHANNEL (CRDC)
C/L COMITE RIVER
INTERCEPTOR DITCH
TYPICAL SECTION
NTS
C/L DITCH
2.0'
GENERAL NOTES AND DETAILS SEE SHEET C-024C.
FOR INTERCEPTOR DITCH COORDINATES,1.
NOTE:
C-024B
SCALE: 1"=100'
50 0 100 200
2.0'
S H
E E
T O
F
IN
T
E R
IM
S
IT
E G
R A
D
IN
G D
R A
IN
A G
E P
L A
N
GUIDE LEVEE NO. 1
DISPOSAL AREA NO. 1
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
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
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
S S
O C
IA
T E
S
IN
C
E N
G
IN
E E
R S
A
R C
H
IT
E C
T S
P
L A
N N
E R
S
P R
O G
R
R O J E
C T M
A N
A G
E
-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
A U
G U
S T
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
J S
IM
M O
N S
J S
IM
M O
N S
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
T
C-024C
DESCRIPTION NORTHING EASTING DESCRIPTION NORTHING EASTING ELEVATION
DESCRIPTION NORTHING EASTING DESCRIPTION NORTHING EASTING
E-1
E-2
E-3
E-4
E-5
E-5A
E-6
E-7
E-8
W-1
W-2
W-3
W-4
W-5
E-1 - E-2
E-2 - E-3
E-3 - E-4
E-4 - E-5
E-5A - E-5
E-5 - E-6
E-6 - E-7
E-7 - E-8
W-1 - W -2
W-2 - W-3
W-3 - W-4
W-4 - W-5
86.0
80.0
79.3
79.0
78.5
80.0
78.0
72.0
60.0
771546.67
771585.05
771569.35
771561.48
771543.17
771671.80
771474.93
771385.97
771271.26
3322200.27
3321753.87
3321664.83
3321633.81
3321546.61
3321521.37
3321514.24
3321045.05
3320995.05
ELEVATION (FT)
90.4
32.0
89.1
75.5
570.5
131.1
611.6
134.0
3319296.32
770891.71
770755.36
771034.88
771050.41 3320911.52
3320841.47
3320062.93
771223.83 3321004.82 60.0
MATCH EXIST.
MATCH EXIST.
MATCH EXIST.
MATCH EXIST.
71.8
778.6
1570.2
196.6
S1-1
S1-2
S1-3
S1-4
S1-5
S1-6
772183.81
773196.83
772231.49
772548.56
772569.27
772580.65
3320897.61
3320930.90
3320956.25
3320976.84
3320984.25
3320992.41
ELEVATION (FT)
SWALE NO. 1 COORDINATE TABLE
S2-1
S2-2
S2-3
S2-4
S2-5
S2-6
S2-7
S2-8
S2-9
772569.00
772618.82
772690.25
772699.58
772755.18
772762.81
772783.21
772795.03
772817.94
3321008.66
3320939.16
3320953.23
3320992.54
3321019.65
3321016.15
3321004.13
3320994.75
3320963.03
ELEVATION (FT)
SWALE NO. 2 COORDINATE TABLE
772820.54 3320949.28
772817.74 3320928.95
S2-10
S2-11
69.64
69.84
68.21
68.11
68.05
68.00
68.21
68.43
68.53
68.70
68.73
68.78
68.82
68.92
68.95
69.00
70.00
TOTAL: 1734.2
TOTAL: 4220.3
S1-1 - S1-2
S1-2 - S1-3
S1-3 - S1-4
S1-4 - S1-5
S1-5 - S1-6
TOTAL:
35.75
45.33
317.74
22.29
14.00
435.11
S2-1 - S2-2
S2-2 - S2-3
S2-3 - S2-4
S2-4 - S2-5
S2-5 - S2-6
S2-6 - S2-7
S2-7 - S2-8
S2-8 - S2-9
S2-9 - S2-10
S2-10 - S2-11
85.51
91.46
40.40
70.71
8.40
23.68
15.10
38.29
14.10
20.53
TOTAL: 408.18
COORDINATE TABLE
EAST INTERCEPTOR DITCH
COORDINATE TABLE
WEST INTERCEPTOR DITCH
DISTANCES (FT.)
EAST INTERCEPTOR DITCH
DISTANCES (FT.)
WEST INTERCEPTOR DITCH
DISTANCES (FT)
SWALE NO. 1
DISTANCES (FT)
SWALE NO. 2
4. SEE SHEET C-024D FOR SWALE COORDINATE LOCATIONS.
3. SEE SHEETS C-024A AND C-024B FOR INTERCEPTOR DITCH COORDINATE LOCATIONS.
DITCH OR SWALE.
2. ALL AREAS SHOULD BE GRADED TO DRAIN TO THE NEAREST CHANNEL,
CONDITIONS.
CONTRACTOR TO CONSTRUCT THE DITCHES AND SWALES BASED ON FIELD
FOR THE C/L OF THE INTERCEPTOR DITCHES AND DRAINAGE SWALES.
1. APPROXIMATE NORTHING AND EASTING INFORMATION IS SHOWN
NOTES:
C O
O R
D
IN
A T
E S A
N D G
E N
E R
A L N
O T
E S
IN
T
E R
IM
S
IT
E G
R A
D
IN
G D
R A
IN
A G
E
NO. 2
DISPOSAL AREA
NO. 3
DISPOSAL AREA
NO. 4
DISPOSAL AREA
NO. 5
DISPOSAL AREA
S2-6
SCALE: 1" = 100'
FINAL SITE GRADING AND DRAINAGE PLAN
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
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
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
S S O C
IA
TE
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
-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
A U
G U
S T
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
J S
IM
M O
N S
J S
IM
M O
N S
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
T
C L E
M A
Y
C-024D
10+00
5+00
SCALE: 1"=100'
100 50 0 100 200
S H
E E
T O
F
F
IN
A L S
IT
E G
R A
D
IN
G A
N D D
R A
IN
A G
E P
L A
N
DISTURB
DO NOT
CEMETERY
EXISTING
REQUIRED R/W
R E
Q U
IR
E D R /W
R E
Q U
IR
E D R /W
R E
Q U
IR
E D R /W
REQUIRED R/W
R E Q
U
IR
E D R /W
REQUIRED R/W
R E Q
U
IR
E D R /W
REQUIRED R/W
REQUIRED R/W
REQUIRED R/W
DISTURB
DO NOT
CEMETERY
EXISTING
S1-2
S1-3
S1-4
S1-5
S2-3
S2-4
S2-5
S2-7
S2-8
S2-9
S2-10
SWALE NO. 2
BEGIN SWALE NO. 1
S1-1
END SWALE NO. 1
S1-6
GENERAL NOTES, SEE SHEET C-024C.
1. FOR INTERCEPTOR DITCH AND SWALE COORDINATES AND
NOTE:
GUIDE LEVEE NO. 2
GUIDE LEVEE NO. 4
GUIDE LEVEE NO. 5
WEST INTERCEPTOR DITCH
END SWALE NO. 2
S2-1
BEGIN SWALE NO. 2
S2-11
DISPOSAL AREA NO. 1
CARNEY ROAD DITCHES
CARNEY ROAD DITCHES
CARNEY ROAD BRIDGE
SWALE NO. 1
ADOPTED (P&A) CARNEY ROAD
C/L PROJECTED AND
ADOPTED (P&A) CARNEY ROAD
C/L PROJECTED AND
C/L BBR ROCK CHUTE (BBR RC)
C/L BBR RC(SOUTH DITCH)
(CRDC)
DIVERSION CHANNEL
C/L COMITE RIVER
(BY OTHERS)
(CRDC)
DIVERSION CHANNEL
C/L COMITE RIVER
N
5+00
(BY OTHERS)
LA964 BRIDGE
C/L LA964
EAST INTERCEPTOR DITCH
CARNEY ROAD
C/L EXIST.
S2-2
M A
T C
H L
IN
E S
E E S
H E
E T C -0
E
STATION
PUMP
2 SCALE: 1" = 100'
FINAL SITE GRADING AND DRAINAGE PLAN
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
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
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
S S
O C
IA
T E
S
IN
C
E N
G
IN
E E
R S
A
R C
H
IT
E C
T S
P
L A
N N
E R
S
P R
O G
R
R O J E
C T M
A N
A G
E
-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
A U
G U
S T
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
J S
IM
M O
N S
J S
IM
M O
N S
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
T
C L E
M A
Y
C-024E
SCALE: 1"=100'
100 50 0 100 200
REQUIRED R/W
REQUIRED R/W
R E
Q U
IR
E D R /W
REQUIRED R/W
CARNEY ROAD DITCH
GENERAL NOTES, SEE SHEET C-024C.
FOR INTERCEPTOR DITCH COORDINATES AND1.
NOTE:
S H
E E
T O
F
F
IN
A L S
IT
E G
R A
D
IN
G A
N D D
R A
IN
A G
E P
L A
N
M A
T C
H L
IN
E S
E E S
H E
E T C -0
D
GUIDE LEVEE NO. 3
GUIDE LEVEE NO.1
WEST INTERCEPTOR DITCH
DISPOSAL AREA NO.1
(EXISTING)
C/L CARNEY ROAD
CARNEY ROAD
AND ADOPTED (P&A)
C/L PROJECTED
CARNEY ROAD
AND ADOPTED (P&A)
BEGIN PROJECTED
(CRDC)
DIVERSION CHANNEL
C/L COMITE RIVER
(BY OTHERS)
(CRDC)
DIVERSION CHANNEL
COMITE RIVER
N
C
C E
S S R
O A
D P
L A
N
B A
Y O
U B
A T
O N R
O U
G E T
E M
P O
R A
R Y
D
2 3 4 5
D A
T E
A P
P R
®of Engineers
US Army Corps
NEW ORLEANS DISTRICT
of Engineers
US Army Corps
A P
P R
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
S O
L
IC
IT
A T
IO
N N
O
D E
S C
R
IP
T
IO
N
C
M A
R K
D A
T E
C O
N T
R A
C T N
O
F
IL
E N
U M
B E
R
W X
X X
X X -X
X -X -X
X X
X
H -4 -4 -8
A U
G U
S T
W P -2
-B
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
B 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
A N
S I
D
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
S S
O C
IA
T E
S
IN
C
E N
G
IN
E E
R S
A
R C
H
IT
E C
T S
P
L A
N N
E R
S
P R
O G
R
R O J E
C T M
A N
A G
E R
S
J S
IM
M O
N S
J S
IM
M O
N S
J S
IM
M O
N S
C-025
A
IDENTIFICATION
SHEET
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
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
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
T
N
(BY OTHERS)
LA964 BYPASS
DISPOSAL AREA NO. 2
(BBR RC)
C/L BBR ROCK CHUTE
Y=772253.9279 X=3321809.0274
APPROX. 90' X 90'
LAYDOWN AREA
NO. 4
AREA
DISPOSAL
NO. 5
LEVEE
GUIDE
STA. 0+00.00 =
(BBR RC)
BBR ROCK CHUTE
E 3321492.63
N 771906.67
STA. 319+67.46
(CRDC)
CHANNEL
DIVERSION
COMITE RIVER
THIS SHEET).
ROAD (SEE NOTES 1 & 2,
TEMPORARY ACCESS
SHEET C-503
RACK - SEE DETAIL
TRUCK WASH-DOWN
(BY OTHERS)
& BRIDGE
C/L LA964
(P&A) CARNEY ROAD
C/L PROJECTED AND ADOPTED
Y=772521.76 X=3322883.47
APPROX. COORDINATES:
@ SHOULDER OF LA HWY 964
ACCESS ROAD
BEGIN TEMPORARY
P R
SHEET R-018)
FROM ROW TO ROW (SEE DISPOSITION TABLE,
PIPELINES TO BE REMOVED BY OWNER
BAYOU BATON ROUGE TEMPORARY ACCESS ROAD
SCALE: 1" = 100'
PUMP STATION
LA964 BYPASS IF CONSTRUCTED.
TEMPORARY ACCESS ROAD SHALL BE FROM LA964 OR2.
USING INDICATED ALIGNMENT.
DESIGNED, CONSTRUCTED AND MAINTAINED BY CONTRACTOR
TEMPORARY ACCESS ROAD AND LAYDOWN AREA TO BE1.
NOTES:
N °2
'3
"E
DISPOSAL AREA NO. 3
LEGEND:
PROPOSED FEATURES
EXISTING FEATURES
AREAS TO BE FILLED
DIVERSION CHANNEL (CRDC)
C/L COMITE RIVER
R E
Q U
IR
E D R /W
R E Q
U
IR
E D R /W
REQUIRED R/W
R E
Q U
IR
E D R /W
R E
Q U
IR
E D R /W
SCALE: 1" = 100'
100' 50' 0 100' 200'
E 3321438.81
N 772181.37
STA. 84+70.61
(P&A) CARNEY ROAD
PROJECTED AND ADOPTED
STA. 3+85.03 =
(BBR RC)
BBR ROCK CHUTE
ROCK CHUTE AND CARNEY ROAD EMBANKMENT CONSTRUCTION.
CONTINUE COMITE RIVER DIVERSION, BAYOU BATON ROUGE*
BEGIN CONSTRUCTION OF PUMP STATION.*
CONSTRUCT REMAINING GUIDE LEVEES.*
IN PHASE 1).
REMOVE EXISTING CARNEY ROAD BRIDGE (IF NOT REMOVED*
MONITOR PRE-LOAD SETTLEMENT.*
PHASE 2:
CONTINUE CONSTRUCTION OF PUMP STATION.*
RIVER DIVERSION CHANNEL AND COMPLETE CHANNEL
REMOVE TEMPORARY BAYOU BATON ROUGE FROM COMITE*
WITH EMBANKMENT.
PERMANENTLY CLOSE DOWNSTREAM BAYOU BATON ROUGE*
BY PUMPS.
BATON ROUGE LOW WATER TO BAYOU BATON ROUGE DOWNSTREAM
DAM BAYOU BATON ROUGE AND TEMPORARILY DIVERT BAYOU*
CONSTRUCT REMAINING COMITE RIVER DIVERSION CHANNEL.*
COMPLETE):
PHASE 4: (AFTER DOWNSTREAM COMITE RIVER DIVERSION IS
PUMP STATION DRIVEWAY
REMOVE CARNEY ROAD EAST OF BAYOU BATON ROUGE TO*
CONTINUE CONSTRUCTION OF PUMP STATION.*
CONSTRUCT CARNEY ROAD AND BRIDGE.*
REMOVE CARNEY ROAD BRIDGE PRE-LOAD (EAST AND WEST).*
PHASE 3:
REMOVE TEMPORARY ACCESS ROAD.*
DOWNSTREAM EXECAVATION.
COMPLETE COMITE RIVER DIVERSION UPSTREAM AND*
EMBANKMENT.
COMPLETE REMAINING CARNEY ROAD AND GUIDE LEVEE*
BATON ROUGE CHANNEL AND GRADE TO DRAIN.
FILL FORMER BAYOU BATON ROUGE AND TEMPORARY BAYOU *
OPERATE PUMP STATION.*
CHUTE AND CONNECT WITH BAYOU BATON ROUGE.
COMPLETE UPSTREAM END OF BAYOU BATON ROUGE ROCK-
PHASE 5:
SCALE: 1" = 200'
AREA NO. 2
DISPOSAL
AREA NO. 5
DISPOSAL
PHASE 5
MONTHS.
THE ANTICIPATED PRELOAD/SURCHARGE PERIOD IS EXPECTED TO BE A MINIMUM OF 3
GEOTECHNICAL INSTRUMENTATION SHALL BE INSTALLED PER SHEET C-301.
PRELOADING/SURCHARGING IS REQUIRED IN THE AREA OF THE CARNEY ROAD BRIDGE. 2.
FOR TEMPORARY TRAFFIC CONTROL PLANS, SEE SHEETS C-082 & C-083.1.
NOTE:
SCALE: 1" = 200'
200' 200' 400'
SUGGESTED SEQUENCE OF CONSTRUCTION - PHASE 1
P H
A S
E
S U
G G
E S
T E
D S
E Q
U E
N C
E O
F C
O N
S T
R U
C T
IO
N
C-026A
(BY OTHERS)
BYPASS ROAD
C/L LA HWY 964
(EAST)
PRE-LOAD
PLACE
TRUCK WASH
ACCESS ROAD AND
CONSTRUCT TEMP.
(WEST)
PLACE PRE-LOAD
DISTURB
DO NOT
CEMETERY
DISTURB
DO NOT
CEMETERY
SHEET R-018)
DISPOSITION TABLE,
OWNER - SEE
(TO BE REMOVED BY
NATURAL GAS PIPELINES
MIDLA, LLC
BLACK BEAR TRANSMISSION
DISPOSAL AREA NO. 1
AREA NO. 4
DISPOSAL
AREA NO. 3
DISPOSAL
NO. 5
CONSTRUCT GUIDE LEVEE
NO. 2
CONSTRUCT GUIDE LEVEE
(EXISTING)
C/L CARNEY RD.
N
CARNEY ROAD
ADOPTED (P&A)
C/L PROJECTED AND
CARNEY ROAD
ADOPTED (P&A)
C/L PROJECTED AND
CONSTRUCTION SEQUENCE
BBR ROCK CHUTE (BBRC)
(BEGIN EXCAVATION)
CHANNEL (CRDC)
DIVERSION
C/L COMITE RIVER
CHANNEL (CRDC)
DIVERSION
C/L COMITE RIVER
(BEGIN EXCAVATION)
(BBR RC)
C/L BBR ROCK CHUTE
C/L BBR RC (NORTH DITCH)
C/L BBR RC (SOUTH DITCH)
(BY OTHERS)
CHANNEL (CRDC)
COMITE RIVER DIVERSION
STATION
PHASE 2 PUMP
AREA OF
DRAINAGE (WEST SIDE ONLY).
BEGIN CARNEY ROAD EMBANKMENT CONSTRUCTION AND*
CONSTRUCT INTERCEPTOR DITCHES AT STOCKPILE AREAS.*
BEGIN EXCAVATION OF COMITE RIVER DIVERSION CHANNEL.*
AREAS.
CONSTRUCT PHASE 1 GUIDE LEVEES AS CRDC EDGE OF DISPOSAL*
PHASE 1.
BEGIN EXCAVATION OF BAYOU BATON ROUGE ROCK CHUTE,*
WITH DISPOSITION TABLES.
REMOVE" CONTRACTOR TO REMOVE" UTILITIES IN ACCORADENCE
PLACE CARNEY ROAD PRELOAD/EMBANKMENT.*
RIVER DIVERSION CHANNEL.
CARNEY ROAD AND ESTABLISH SOUTH BANK OF THE COMITE
PLACE FILL IN BAYOU BATON ROUGE LOW LYING AREA NORTH OF*
BATON ROUGE CHANNEL.
DRAINAGE TO BAYOU BATON ROUGE AND TEMPORARY BAYOU
ALIGNMENT, GRADE FOR TEMPORARY DRAINAGE AND MAINTAIN
BAYOU BATON ROUGE BEING RELOCATED FOR TEMPORARY
PLACE EXCAVATED MATERIAL IN LOW LYING AREAS OF EXISTING*
ROUGE TEMPORARY CHANNEL
EXCAVATE AND COMPLETE ALL WORK FOR BAYOU BATON*
CONSTRUCT TEMPORARY ACCESS ROAD*
PLACE DETOUR AND TRAFFIC CONTROL SIGNAGE*
PHASE 1:
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
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
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
S S
O C
IA
T E
S
IN
C
E N
G
IN
E E
R S
A
R C
H
IT
E C
T S
P
L A
N N
E R
S
P R
O G
R
R O J E
C T M
A N
A G
E
-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
A U
G U
S T
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
J S
IM
M O
N S
J S
IM
M O
N S
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
T
C L E
M A
Y
100 50 0
REQUIRED R/W
INTERCEPTOR DITCH
CONSTRUCT WEST
INTERCEPTOR DITCH
CONSTRUCT EAST
FILL LOW AREAS
0 70
0 7
CONSTRUCT GUIDE LEVEE NO. 3
CONSTRUCT GUIDE LEVEE NO. 1
BYPASS
BBR TEMPORARY
EXCAVATE
75 75
EXISTING CARNEY ROAD
EXISTING LA964
EXISTING CARNEY ROAD BRIDGE
80 8
80 80
AREA NO. 5
DISPOSAL
FUTURE
AREA NO. 3
DISPOSAL
AREA NO.4
DISPOSAL
CONTINUE CONSTRUCTION OF PUMP STATION.*
RIVER DIVERSION CHANNEL AND COMPLETE CHANNEL
REMOVE TEMPORARY BAYOU BATON ROUGE FROM COMITE*
WITH EMBANKMENT.
PERMANENTLY CLOSE DOWNSTREAM BAYOU BATON ROUGE*
BY PUMPS.
BATON ROUGE LOW WATER TO BAYOU BATON ROUGE DOWNSTREAM
DAM BAYOU BATON ROUGE AND TEMPORARILY DIVERT BAYOU*
CONSTRUCT REMAINING COMITE RIVER DIVERSION CHANNEL.*
COMPLETE):
PHASE 4: (AFTER DOWNSTREAM COMITE RIVER DIVERSION IS
(WEST)
PRE-LOAD AREA
MONITOR
PUMP STATION DRIVEWAY
REMOVE CARNEY ROAD EAST OF BAYOU BATON ROUGE TO*
CONTINUE CONSTRUCTION OF PUMP STATION.*
CONSTRUCT CARNEY ROAD AND BRIDGE.*
REMOVE CARNEY ROAD BRIDGE PRE-LOAD (EAST AND WEST).*
PHASE 3:
ROCK CHUTE AND CARNEY ROAD EMBANKMENT CONSTRUCTION.
CONTINUE COMITE RIVER DIVERSION, BAYOU BATON ROUGE*
BEGIN CONSTRUCTION OF PUMP STATION.*
CONSTRUCT REMAINING GUIDE LEVEES.*
IN PHASE 1).
REMOVE EXISTING CARNEY ROAD BRIDGE (IF NOT REMOVED*
MONITOR PRE-LOAD SETTLEMENT.*
PHASE 2:
REMOVE TEMPORARY ACCESS ROAD.*
DOWNSTREAM EXECAVATION.
COMPLETE COMITE RIVER DIVERSION UPSTREAM AND*
EMBANKMENT.
COMPLETE REMAINING CARNEY ROAD AND GUIDE LEVEE*
BATON ROUGE CHANNEL AND GRADE TO DRAIN.
FILL FORMER BAYOU BATON ROUGE AND TEMPORARY BAYOU *
OPERATE PUMP STATION.*
CHUTE AND CONNECT WITH BAYOU BATON ROUGE.
COMPLETE UPSTREAM END OF BAYOU BATON ROUGE ROCK-
PHASE 5:
SCALE: 1" = 200'
AREA NO. 2
DISPOSAL
MONTHS.
THE ANTICIPATED PRELOAD/SURCHARGE PERIOD IS EXPECTED TO BE A MINIMUM OF 3
GEOTECHNICAL INSTRUMENTATION SHALL BE INSTALLED PER SHEET C-301.
PRELOADING/SURCHARGING IS REQUIRED IN THE AREA OF THE CARNEY ROAD BRIDGE. 2.
FOR TEMPORARY TRAFFIC CONTROL PLANS, SEE SHEETS C-082 & C-083.1.
NOTE:
SCALE: 1" = 200'
200' 200' 400'
SUGGESTED SEQUENCE OF CONSTRUCTION - PHASE 2
P H
A S
E
S U
G G
E S
T E
D S
E Q
U E
N C
E O
F C
O N
S T
R U
C T
IO
N
C-026B
(BY OTHERS)
C/L LA HWY 964 BYPASS
ACCESS ROAD
C/L TEMPORARY
(EAST)
PRE-LOAD AREA
MONITOR
C/L LA HWY 964
(BY OTHERS)
LA HWY 964 BRIDGE
#2
AREA
DISPOSAL
#2
AREA
DISPOSAL
TURNAROUND
ACCESS ROADWAY &
PUMP STATION WITH
BEGIN CONSTRUCTION OF
DISTURB
DO NOT
CEMETERY
DISTURB
DO NOT
CEMETERY
DISPOSAL AREA NO. 1
NO. 5
CONSTRUCT GUIDE LEVEE
NO. 2
CONSTRUCT GUIDE LEVEE
(BY OTHERS)
DIVERSION CHANNEL (CRDC)
COMITE RIVER
N
(BEGIN EXCAVATION)
DIVERSION CHANNEL (CRDC)
C/L COMITE RIVER
(BY OTHERS)
(CRDC)
DIVERSION CHANNEL
C/L COMITE RIVER
EXCAVATION)
(CONTINUE
(CRDC)
DIVERSION CHANNEL
C/L COMITE RIVER
CARNEY ROAD.
ADOPTED (P&A)
C/L PROJECTED AND
CARNEY ROAD.
ADOPTED (P&A)
C/L PROJECTED AND
(CONTINUE EXCAVATION)
(BBR RC)
C/L BBR ROCK CHUTE
C/L BBR RC (SOUTH DITCH)
C/L BBR RC (NORTH DITCH)
CONSTRUCTION SEQUENCE
BBR ROCK CHUTE (BBR RC)
DRAINAGE (WEST SIDE ONLY).
BEGIN CARNEY ROAD EMBANKMENT CONSTRUCTION AND*
CONSTRUCT INTERCEPTOR DITCHES AT STOCKPILE AREAS.*
BEGIN EXCAVATION OF COMITE RIVER DIVERSION CHANNEL.*
AREAS.
CONSTRUCT PHASE 1 GUIDE LEVEES AS CRDC EDGE OF DISPOSAL*
PHASE 1.
BEGIN EXCAVATION OF BAYOU BATON ROUGE ROCK CHUTE,*
WITH DISPOSITION TABLES.
REMOVE" CONTRACTOR TO REMOVE" UTILITIES IN ACCORADENCE
PLACE CARNEY ROAD PRELOAD/EMBANKMENT.*
RIVER DIVERSION CHANNEL.
CARNEY ROAD AND ESTABLISH SOUTH BANK OF THE COMITE
PLACE FILL IN BAYOU BATON ROUGE LOW LYING AREA NORTH OF*
BATON ROUGE CHANNEL.
DRAINAGE TO BAYOU BATON ROUGE AND TEMPORARY BAYOU
ALIGNMENT, GRADE FOR TEMPORARY DRAINAGE AND MAINTAIN
BAYOU BATON ROUGE BEING RELOCATED FOR TEMPORARY
PLACE EXCAVATED MATERIAL IN LOW LYING AREAS OF EXISTING*
ROUGE TEMPORARY CHANNEL
EXCAVATE AND COMPLETE ALL WORK FOR BAYOU BATON*
CONSTRUCT TEMPORARY ACCESS ROAD*
PLACE DETOUR AND TRAFFIC CONTROL SIGNAGE*
PHASE 1:
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
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
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
S S
O C
IA
T E
S
IN
C
E N
G
IN
E E
R S
A
R C
H
IT
E C
T S
P
L A
N N
E R
S
P R
O G
R
R O J E
C T M
A N
A G
E
-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
A U
G U
S T
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
J S
IM
M O
N S
J S
IM
M O
N S
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
T
REQUIRED R/W
INTERCEPTOR DITCH (TYP.)
NO. 1
GUIDE LEVEE
CONSTRUCT
NO. 3
CONSTRUCT GUIDE LEVEE
BYPASS
C/L BBR TEMPORARY
CARNEY ROAD BRIDGE
REMOVE EXISTING
EXISTING CARNEY ROAD
BEGIN CONSTRUCTION OF PUMP STATION.*
CONSTRUCT REMAINING GUIDE LEVEES.*
IN PHASE 1).
REMOVE EXISTING CARNEY ROAD BRIDGE (IF NOT REMOVED*
MONITOR PRE-LOAD SETTLEMENT.*
PHASE 2:
CONTINUE CONSTRUCTION OF PUMP STATION.*
RIVER DIVERSION CHANNEL AND COMPLETE CHANNEL
REMOVE TEMPORARY BAYOU BATON ROUGE FROM COMITE*
WITH EMBANKMENT.
PERMANENTLY CLOSE DOWNSTREAM BAYOU BATON ROUGE*
BY PUMPS.
BATON ROUGE LOW WATER TO BAYOU BATON ROUGE DOWNSTREAM
DAM BAYOU BATON ROUGE AND TEMPORARILY DIVERT BAYOU*
CONSTRUCT REMAINING COMITE RIVER DIVERSION CHANNEL.*
COMPLETE):
PHASE 4: (AFTER DOWNSTREAM COMITE RIVER DIVERSION IS
PUMP STATION DRIVEWAY
REMOVE CARNEY ROAD EAST OF BAYOU BATON ROUGE TO*
CONTINUE CONSTRUCTION OF PUMP STATION.*
CONSTRUCT CARNEY ROAD AND BRIDGE.*
REMOVE CARNEY ROAD BRIDGE PRE-LOAD (EAST AND WEST).*
PHASE 3:
REMOVE TEMPORARY ACCESS ROAD.*
DOWNSTREAM EXECAVATION.
COMPLETE COMITE RIVER DIVERSION UPSTREAM AND*
EMBANKMENT.
COMPLETE REMAINING CARNEY ROAD AND GUIDE LEVEE*
BATON ROUGE CHANNEL AND GRADE TO DRAIN.
FILL FORMER BAYOU BATON ROUGE AND TEMPORARY BAYOU *
OPERATE PUMP STATION.*
CHUTE AND CONNECT WITH BAYOU BATON ROUGE.
COMPLETE UPSTREAM END OF BAYOU BATON ROUGE ROCK-
PHASE 5:
SCALE: 1" = 200'
AREA NO. 2
DISPOSAL
AREA NO. 3
DISPOSAL
AREA NO. 4
DISPOSAL
MONTHS.
THE ANTICIPATED PRELOAD/SURCHARGE PERIOD IS EXPECTED TO BE A MINIMUM OF 3
GEOTECHNICAL INSTRUMENTATION SHALL BE INSTALLED PER SHEET C-301.
PRELOADING/SURCHARGING IS REQUIRED IN THE AREA OF THE CARNEY ROAD BRIDGE. 2.
FOR TEMPORARY TRAFFIC CONTROL PLANS, SEE SHEETS C-082 & C-083.1.
NOTE:
SCALE: 1" = 200'
200' 200' 400'
SUGGESTED SEQUENCE OF CONSTRUCTION - PHASE 3
C/L LA HWY 964
C-026C
TURNAROUND
ACCESS ROADWAY &
PUMP STATION WITH
CONTINUE CONSTRUCTION OF
ROAD BRIDGE
CONSTRUCT CARNEY
AND TRUCK WASH
C/L TEMP. ACCESS ROAD
(BY OTHERS)
LA964 BRIDGE
(WEST)
REMOVE PRE-LOADDISTURB
DO NOT
CEMETERY
DISTURB
DO NOT
CEMETERY
DISPOSAL AREA NO. 1
NO. 2
GUIDE LEVEE
GUIDE LEVEE NO. 5
WEST INTERCEPTOR DITCH
EAST INTERCEPTOR DITCH
N
(BY OTHERS)
DIVERSION CHANNEL (CRDC)
COMITE RIVER
REMOVE PRE-LOAD (EAST)
DIVERSION CHANNEL (CRDC)
C/L COMITE RIVER
ADOPTED (P&A) CARNEY RD.
C/L PROJECTED AND
ADOPTED (P&A) CARNEY RD.
C/L PROJECTED AND
(BBR RC)
C/L BBR ROCK CHUTE
BYPASS
C/L BBR TEMPORARY
CONSTRUCTION SEQUENCE
BBR ROCK CHUTE (BBR RC)(CONTINUE EXCAVATION)
DIVERSION CHANNEL (CRDC)
C/L COMITE RIVER
DRAINAGE (WEST SIDE ONLY).
BEGIN CARNEY ROAD EMBANKMENT CONSTRUCTION AND*
CONSTRUCT INTERCEPTOR DITCHES AT STOCKPILE AREAS.*
BEGIN EXCAVATION OF COMITE RIVER DIVERSION CHANNEL.*
AREAS.
CONSTRUCT PHASE 1 GUIDE LEVEES AS CRDC EDGE OF DISPOSAL*
PHASE 1.
BEGIN EXCAVATION OF BAYOU BATON ROUGE ROCK CHUTE,*
WITH DISPOSITION TABLES.
REMOVE" CONTRACTOR TO REMOVE" UTILITIES IN ACCORADENCE
PLACE CARNEY ROAD PRELOAD/EMBANKMENT.*
RIVER DIVERSION CHANNEL.
CARNEY ROAD AND ESTABLISH SOUTH BANK OF THE COMITE
PLACE FILL IN BAYOU BATON ROUGE LOW LYING AREA NORTH OF*
BATON ROUGE CHANNEL.
DRAINAGE TO BAYOU BATON ROUGE AND TEMPORARY BAYOU
ALIGNMENT, GRADE FOR TEMPORARY DRAINAGE AND MAINTAIN
BAYOU BATON ROUGE BEING RELOCATED FOR TEMPORARY
PLACE EXCAVATED MATERIAL IN LOW LYING AREAS OF EXISTING*
ROUGE TEMPORARY CHANNEL
EXCAVATE AND COMPLETE ALL WORK FOR BAYOU BATON*
CONSTRUCT TEMPORARY ACCESS ROAD*
PLACE DETOUR AND TRAFFIC CONTROL SIGNAGE*
PHASE 1:
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
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
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
S S
O C
IA
T E
S
IN
C
E N
G
IN
E E
R S
A
R C
H
IT
E C
T S
P
L A
N N
E R
S
P R
O G
R
R O J E
C T M
A N
A G
E
-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
A U
G U
S T
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
J S
IM
M O
N S
J S
IM
M O
N S
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
T
201+00
2+
NO. 1
GUIDE LEVEE
P H
A S
E
S U
G G
E S
T E
D S
E Q
U E
N C
E O
F C
O N
S T
R U
C T
IO
N
0 70
0 7
GUIDE LEVEE NO. 3
75 75
(TO REMAIN)
EXISTING CARNEY ROAD
IN THIS AREA
REMOVE CARNEY ROAD
(BY OTHERS)
(CRDC)
DIVERSION CHANNEL
C/L COMITE RIVER
80 8
80 80
BEGIN CONSTRUCTION OF PUMP STATION.*
CONSTRUCT REMAINING GUIDE LEVEES.*
IN PHASE 1).
REMOVE EXISTING CARNEY ROAD BRIDGE (IF NOT REMOVED*
MONITOR PRE-LOAD SETTLEMENT.*
PHASE 2:
CONTINUE CONSTRUCTION OF PUMP STATION.*
RIVER DIVERSION CHANNEL AND COMPLETE CHANNEL
REMOVE TEMPORARY BAYOU BATON ROUGE FROM COMITE*
WITH EMBANKMENT.
PERMANENTLY CLOSE DOWNSTREAM BAYOU BATON ROUGE*
BY PUMPS.
BATON ROUGE LOW WATER TO BAYOU BATON ROUGE DOWNSTREAM
DAM BAYOU BATON ROUGE AND TEMPORARILY DIVERT BAYOU*
CONSTRUCT REMAINING COMITE RIVER DIVERSION CHANNEL.*
COMPLETE):
(AFTER DOWNSTREAM COMITE RIVER DIVERSION ISPHASE 4:
PUMP STATION DRIVEWAY
REMOVE CARNEY ROAD EAST OF BAYOU BATON ROUGE TO*
CONTINUE CONSTRUCTION OF PUMP STATION.*
CONSTRUCT CARNEY ROAD AND BRIDGE.*
REMOVE CARNEY ROAD BRIDGE PRE-LOAD (EAST AND WEST).*
PHASE 3:
REMOVE TEMPORARY ACCESS ROAD.*
DOWNSTREAM EXECAVATION.
COMPLETE COMITE RIVER DIVERSION UPSTREAM AND*
EMBANKMENT.
COMPLETE REMAINING CARNEY ROAD AND GUIDE LEVEE*
BATON ROUGE CHANNEL AND GRADE TO DRAIN.
FILL FORMER BAYOU BATON ROUGE AND TEMPORARY BAYOU *
OPERATE PUMP STATION.*
CHUTE AND CONNECT WITH BAYOU BATON ROUGE.
COMPLETE UPSTREAM END OF BAYOU BATON ROUGE ROCK-
PHASE 5:
SCALE: 1" = 200'
AREA NO. 2
DISPOSAL
AREA NO. 3
DISPOSAL
AREA NO. 4
DISPOSAL
ACCESS ROAD
C/L TEMP.
SCALE: 1" = 200'
200' 200' 400'
SUGGESTED SEQUENCE OF CONSTRUCTION - PHASE 4
C/L LA HWY 964
C-026D
BRIDGE
CARNEY ROAD
FOR TEMPORARY TRAFFIC CONTROL PLANS, SEE SHEETS C-082 & C-083.1.
NOTE:
TURNAROUND
ACCESS ROADWAY &
PUMP STATION WITH
CONTINUE CONSTRUCTION OF
DISPOSAL AREA NO. 1
GUIDE LEVEE NO. 2
GUIDE LEVEE NO.5
N
(BY OTHERS)
DIVERSION CHANNEL (CRDC)
COMITE RIVER
CHANNEL (CRDC)
COMITE RIVER DIVERSION
CONTINUE EXCAVATION OF
DIVERSION CHANNEL (CRDC)
BYPASS IN COMITE RIVER
REMOVE BBR TEMPORARY
DIVERSION CHANNEL (CRDC)
C/L COMITE RIVER
(SOUTH DITCH)
PROVIDE BBR RC
(NORTH DITCH)
BBR RC
C/L BBR ROCK CHUTE (BBR RC)
ADOPTED (P&A) CARNEY RD.
C/L PROJECTED AND
CONSTRUCTION SEQUENCE
BBR ROCK CHUTE (BBR RC)
DRAINAGE (WEST SIDE ONLY).
BEGIN CARNEY ROAD EMBANKMENT CONSTRUCTION AND*
CONSTRUCT INTERCEPTOR DITCHES AT STOCKPILE AREAS.*
BEGIN EXCAVATION OF COMITE RIVER DIVERSION CHANNEL.*
AREAS.
CONSTRUCT PHASE 1 GUIDE LEVEES AS CRDC EDGE OF DISPOSAL*
PHASE 1.
BEGIN EXCAVATION OF BAYOU BATON ROUGE ROCK CHUTE,*
WITH DISPOSITION TABLES.
REMOVE" CONTRACTOR TO REMOVE" UTILITIES IN ACCORADENCE
PLACE CARNEY ROAD PRELOAD/EMBANKMENT.*
RIVER DIVERSION CHANNEL.
CARNEY ROAD AND ESTABLISH SOUTH BANK OF THE COMITE
PLACE FILL IN BAYOU BATON ROUGE LOW LYING AREA NORTH OF*
BATON ROUGE CHANNEL.
DRAINAGE TO BAYOU BATON ROUGE AND TEMPORARY BAYOU
ALIGNMENT, GRADE FOR TEMPORARY DRAINAGE AND MAINTAIN
BAYOU BATON ROUGE BEING RELOCATED FOR TEMPORARY
PLACE EXCAVATED MATERIAL IN LOW LYING AREAS OF EXISTING*
ROUGE TEMPORARY CHANNEL
EXCAVATE AND COMPLETE ALL WORK FOR BAYOU BATON*
CONSTRUCT TEMPORARY ACCESS ROAD*
PLACE DETOUR AND TRAFFIC CONTROL SIGNAGE*
PHASE 1:
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
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
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
S S
O C
IA
T E
S
IN
C
E N
G
IN
E E
R S
A
R C
H
IT
E C
T S
P
L A
N N
E R
S
P R
O G
R
R O J E
C T M
A N
A G
E
-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
A U
G U
S T
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
J S
IM
M O
N S
J S
IM
M O
N S
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
T
REQUIRED R/W
WEST INTERCEPTOR DITCH
NO. 1
GUIDE LEVEE
EAST INTERCEPTOR DITCH
(CRDC) (BY OTHERS)
DIVERSION CHANNEL
C/L COMITE RIVER
0 70
0 7
DISTURB
DO NOT
CEMETERY
DISTURB
DO NOT
CEMETERY
GUIDE LEVEE NO. 3
75 75
EXISTING CARNEY ROAD
80 8
80 80
P H
A S
E
S U
G G
E S
T E
D S
E Q
U E
N C
E O
F C
O N
S T
R U
C T
IO
N
(BY OTHERS)
LA 964 BRIDGE
BEGIN CONSTRUCTION OF PUMP STATION.*
CONSTRUCT REMAINING GUIDE LEVEES.*
IN PHASE 1).
REMOVE EXISTING CARNEY ROAD BRIDGE (IF NOT REMOVED*
MONITOR PRE-LOAD SETTLEMENT.*
PHASE 2:
PUMP STATION DRIVEWAY
REMOVE CARNEY ROAD EAST OF BAYOU BATON ROUGE TO*
CONTINUE CONSTRUCTION OF PUMP STATION.*
CONSTRUCT CARNEY ROAD AND BRIDGE.*
REMOVE CARNEY ROAD BRIDGE PRE-LOAD (EAST AND WEST).*
PHASE 3:
CONTINUE CONSTRUCTION OF PUMP STATION.*
RIVER DIVERSION CHANNEL AND COMPLETE CHANNEL
REMOVE TEMPORARY BAYOU BATON ROUGE FROM COMITE*
WITH EMBANKMENT.
PERMANENTLY CLOSE DOWNSTREAM BAYOU BATON ROUGE*
BY PUMPS.
BATON ROUGE LOW WATER TO BAYOU BATON ROUGE DOWNSTREAM
DAM BAYOU BATON ROUGE AND TEMPORARILY DIVERT BAYOU*
CONSTRUCT REMAINING COMITE RIVER DIVERSION CHANNEL.*
COMPLETE):
PHASE 4: (AFTER DOWNSTREAM COMITE RIVER DIVERSION IS
REMOVE TEMPORARY ACCESS ROAD.*
DOWNSTREAM EXECAVATION.
COMPLETE COMITE RIVER DIVERSION UPSTREAM AND*
EMBANKMENT.
COMPLETE REMAINING CARNEY ROAD AND GUIDE LEVEE*
BATON ROUGE CHANNEL AND GRADE TO DRAIN.
FILL FORMER BAYOU BATON ROUGE AND TEMPORARY BAYOU *
OPERATE PUMP STATION.*
CHUTE AND CONNECT WITH BAYOU BATON ROUGE.
COMPLETE UPSTREAM END OF BAYOU BATON ROUGE ROCK-
PHASE 5:
SCALE: 1" = 200'
AREA NO. 5
DISPOSAL
AREA NO. 2
DISPOSAL
AREA NO.3
DISPOSAL
AREA NO. 4
DISPOSAL
SCALE: 1" = 200'
200' 200' 400'
SUGGESTED SEQUENCE OF CONSTRUCTION - PHASE 5
C/L LA HWY 964
C-026E
BRIDGE
CARNEY ROAD
FOR TEMPORARY TRAFFIC CONTROL PLANS, SEE SHEETS C-082 & C-083.1.
NOTE:
TRUCK WASH STATION
ACCESS ROAD AND
REMOVE TEMPORARY
AND LOW AREAS
ROUGE CHANNEL
BAYOU BATON
FILL FORMER
DISTURB
DO NOT
CEMETERY
DISTURB
DO NOT
CEMETERY
DISPOSAL AREA NO.1
GUIDE LEVEE NO. 2
GUIDE LEVEE NO. 5
(BY OTHERS)
DIVERSION CHANNEL (CRDC)
COMITE RIVER .
DIVERSION CHANNEL (CRDC)
C/L COMITE RIVER
(CRDC)
DIVERSION CHANNEL
C/L COMITE RIVER
CARNEY RD.
ADOPTED (P&A)
C/L PROJECTED AND
CARNEY RD.
ADOPTED (P&A)
C/L PROJECTED AND
CONSTRUCTION SEQUENCE
BBR ROCK CHUTE (BBR RC)BYPASS
BBR TEMPORARY
FILL REMAINING
(SOUTH DITCH)
FILL BBR RC
ROCK CHUTE (BBR RC) TIE-IN
COMPLETE BBR
BBR RC (NORTH DITCH)
C/L BBR ROCK CHUTE (BBR RC)
DRAINAGE (WEST SIDE ONLY).
BEGIN CARNEY ROAD EMBANKMENT CONSTRUCTION AND*
CONSTRUCT INTERCEPTOR DITCHES AT STOCKPILE AREAS.*
BEGIN EXCAVATION OF COMITE RIVER DIVERSION CHANNEL.*
AREAS.
CONSTRUCT PHASE 1 GUIDE LEVEES AS CRDC EDGE OF DISPOSAL*
PHASE 1.
BEGIN EXCAVATION OF BAYOU BATON ROUGE ROCK CHUTE,*
WITH DISPOSITION TABLES.
REMOVE" CONTRACTOR TO REMOVE" UTILITIES IN ACCORADENCE
PLACE CARNEY ROAD PRELOAD/EMBANKMENT.*
RIVER DIVERSION CHANNEL.
CARNEY ROAD AND ESTABLISH SOUTH BANK OF THE COMITE
PLACE FILL IN BAYOU BATON ROUGE LOW LYING AREA NORTH OF*
BATON ROUGE CHANNEL.
DRAINAGE TO BAYOU BATON ROUGE AND TEMPORARY BAYOU
ALIGNMENT, GRADE FOR TEMPORARY DRAINAGE AND MAINTAIN
BAYOU BATON ROUGE BEING RELOCATED FOR TEMPORARY
PLACE EXCAVATED MATERIAL IN LOW LYING AREAS OF EXISTING*
ROUGE TEMPORARY CHANNEL
EXCAVATE AND COMPLETE ALL WORK FOR BAYOU BATON*
CONSTRUCT TEMPORARY ACCESS ROAD*
PLACE DETOUR AND TRAFFIC CONTROL SIGNAGE*
PHASE 1:
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
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
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
S S
O C
IA
T E
S
IN
C
E N
G
IN
E E
R S
A
R C
H
IT
E C
T S
P
L A
N N
E R
S
P R
O G
R
R O J E
C T M
A N
A G
E
-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
A U
G U
S T
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
J S
IM
M O
N S
J S
IM
M O
N S
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
T
WEST INTERCEPTOR DITCH
NO. 1
GUIDE LEVEE
EAST INTERCEPTOR DITCH
P H
A S
E
S U
G G
E S
T E
D S
E Q
U E
N C
E O
F C
O N
S T
R U
C T
IO
N
NO. 3
GUIDE LEVEE
N
75 75
C/L EXISTING CARNEY ROAD
80 80
NO. 4
GUIDE LEVEE
CONSTRUCT
LA964 BRIDGE (BY OTHERS)
C/L BBRRC
C/L BBRRC
C/L BBRRC
C/L BBRRC
C/L BBRRC
C/L BBRRC
C/L BBRRC
C/L BBRRC
PURPOSES ONLY.
IN THIS AREA FOR INFORMATION
EXISTING GROUND SHOWN
AND CRDC INTERSECT.
TO STATION 1+50 BBR ROCK CHUTE
NOTE: BETWEEN STATION 0+00
C/L BBRRC
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
0+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
1+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
2+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
3+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
4+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
5+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
6+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
7+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
8+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
9+00
C-027
H
C -0
-2
-R o c k C h u te .d g n
C R
O S
S S
E C
T
IO
N S O
F
B A
Y O
U B
A T
O N R
O U
G E R
O C
K C
H U
T E
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 M P
A R
A C L
O V
IN
G
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
M
H R
Z
IC
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
A U
G U
S T
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
EXCAVATION
FILL AREA
C/L BBRRC
C/L BBRRC
C/L BBRRC
C/L BBRRC
C/L BBRRC
C/L BBRRC
C/L BBRRC
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
10+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
11+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
12+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
13+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
14+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
15+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
16+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
17+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
17+20
C-028
H
C -0
-2
-R o c k C h u te .d g n
C R
O S
S S
E C
T
IO
N S O
F
B A
Y O
U B
A T
O N R
O U
G E R
O C
K C
H U
T E
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 M P
A R
A C L
O V
IN
G
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
M
H R
Z
IC
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
A U
G U
S T
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
C/L CRDC
C/L CRDC
C/L CRDC
C/L CRDC
C/L CRDC
C/L CRDC
C/L CRDC
C/L CRDC
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
312+00
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
313+00
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
314+00
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
315+00
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
316+00
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
317+00
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
318+00
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
319+00
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
320+00
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
321+00
H
C -0
-3
-C
O M
IT
E .d g n
C-029
C R
O S
S S
E C
T
IO
N S O
F
C O
M
IT
E R
IV
E R D
IV
E R
S
IO
N C
H A
N N
E L
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 M P
A R
A C L
O V
IN
G
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
M
H R
Z
IC
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
A U
G U
S T
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
C/L CRDC
C/L CRDC
C/L CRDC
C/L CRDC
C/L CRDC
C/L CRDC
C/L CRDC
C/L CRDC
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
322+00
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
323+00
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
324+00
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
325+00
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
326+00
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
327+00
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
328+00
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
329+00
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
330+00
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
331+00
H
C -0
-3
-C
O M
IT
E .d g n
C-030
C R
O S
S S
E C
T
IO
N S O
F
C O
M
IT
E R
IV
E R D
IV
E R
S
IO
N C
H A
N N
E L
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 M P
A R
A C L
O V
IN
G
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
M
H R
Z
IC
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
A U
G U
S T
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
C/L CRDC
C/L CRDC
C/L CRDC C/L CRDC
C/L CRDC
C/L CRDC
C/L CRDC
C/L CRDC
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
332+00
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
333+00
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
334+00
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
335+00
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
336+00
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
337+00
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
338+00
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
339+00
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
340+00
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
341+00
H
C -0
-3
-C
O M
IT
E .d g n
C-031
C R
O S
S S
E C
T
IO
N S O
F
C O
M
IT
E R
IV
E R D
IV
E R
S
IO
N C
H A
N N
E L
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 M P
A R
A C L
O V
IN
G
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
M
H R
Z
IC
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
A U
G U
S T
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
C/L CRDC
C/L CRDC
C/L CRDC
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
342+00
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
343+00
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
344+00
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
345+00
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300
346+00
H
C -0
-3
-C
O M
IT
E .d g n
C-032
C R
O S
S S
E C
T
IO
N S O
F
C O
M
IT
E R
IV
E R D
IV
E R
S
IO
N C
H A
N N
E L
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 M P
A R
A C L
O V
IN
G
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
M
H R
Z
IC
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
A U
G U
S T
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
PURPOSES ONLY.
IN THIS AREA FOR INFORMATION
EXISTING GROUND SHOWN
AND CDC CHANNEL INTERSECT.
TO STATION 1+50 BBR CHANNEL
NOTE: BETWEEN STATION 0+00
C/L BBTB
C/L BBRTB C/L BBRTB
C/L BBRTB
C/L BBRTB
C/L BBRTB
C/L BBRTB
C/L BBRTB
C/L BBRTB
C/L BBRTB
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
0+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
0+50
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
1+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
1+50
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
2+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
2+50
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
3+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
3+50
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
4+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
4+50
C-033
H
C -0
-3
-T
E M
P .d g n
C R
O S
S S
E C
T
IO
N S O
F
T E
M P
O R
A R
Y B
Y P
A S
S
B A
Y O
U B
A T
O N R
O U
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 M P
A R
A C L
O V
IN
G
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
M
H R
Z
IC
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
A U
G U
S T
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
C/L BBRTB
C/L BBRTB
C/L BBRTB
C/L BBRTB
C/L BBRTB
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
5+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
5+50
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
6+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
6+50
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
7+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
7+50
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
8+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
8+50
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
8+95
C-034
H
C -0
-3
-T
E M
P .d g n
C R
O S
S S
E C
T
IO
N S O
F
T E
M P
O R
A R B
Y P
A S
S
B A
Y O
U B
A T
O N R
O U
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 M P
A R
A C L
O V
IN
G
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
M
H R
Z
IC
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
A U
G U
S T
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
C-051
SUPERELEVATED FINISHED SECTIONS
TYPICAL FINISHED SECTIONS
TYPICAL GRADING SECTION
SCALE: N.T.S.
SCALE: N.T.S.
PROFILE
GRADE SHOWN ON
HORIZONTAL LINE THRU
PROFILE
GRADE SHOWN ON
HORIZONTAL LINE THRU
ON PROFILE
GRADE SHOWN
ON PROFILE
GRADE SHOWN
ON PROFILE
GRADE SHOWN
1:31:3
2.5% 2.5%
C E
B
A
H
G
F
C/L ROADWAY
C/L ROADWAY
C/L ROADWAY
A
B
C
D
E
F
G
H
COMPACTED SUBGRADE/FILL (12" THICK)
4" WIDE WHITE EDGE STRIPE
STRIPING/MARKER NOTES:
SUPERELEVATED FINISHED SECTIONS
ON PROFILE
GRADE SHOWN
1:3
C/L ROADWAY
5.0% 5.0%
SCALE: N.T.S.
SCALE: N.T.S.
1:4
SLOPE VARIES
1:4
1:3 1:3
SLOPE VARIES
SLOPE VARIES
1:3
STA.62+40.77 TO STA. 110+33.26
D
IT
C H C
L
D
IT
C H C
L D
IT
C H C
L
D
IT
C H C L
D
IT
C H C L
LENGTHS, AND FOR DITCH PROFILES.
AND SUPERELEVATION TRANSITION
FOR RATES OF SUPERELEVATION
**SEE PLAN & PROFILE SHEETS
D
IT
C H C
L
1:3
1:4 1:31:4
D
IT
C H C
L
D
IT
C H C
L
SHOULDER WEDGE
THIS SHEET
LANE DIVIDER STRIPING - SEE DETAILS
LEGEND:
3" ASPHALT CONCRETE BINDER COURSE LEVEL 1
2" APHALT CONCRETE WEARING COURSE LEVEL 1
4:1
8'
1'
B A
C
SHLDR.
N.T.S.
WEDGE DETAIL
WEDGE
SHOULDER
4'-0"
4'-0"
4'-0"4'-0"
4'-0"4'-0"
4'-0" 4'-0"
11'-0" 11'-0"
VARIES
VARIES
DITCH ELEVATION
1:4 MAX. TO
DITCH E
LEVATIO
N 1:4
MAX. T
O
11'-0"11'-0"
SHLDR
8'-0"
SHLDR
8'-0"
SHLDR
8'-0"
SHLDR
8'-0"
VARIES VARIES
11'-0"
SHLDR
8'-0"
SHLDR
8'-0"
SHLDR
8'-0"
SHLDR
8'-0"
2.5 % 2.5 % 5 % 5 %
1'-0"
BASE COURSE
1'-0"
1'-0"
= 14'-0" MIN.
1'-0"1'-0"
-5.86% MAX.1.14%
-5.86% -5.86% MAX.
SLOPE
STA. 103+82.40 TO 108+18.24
SLOPE
SHOULDER
STA. 101+86 TO 102+12
STA. 81+18 TO 82+92
STA. 93+72 TO 100+06
STA. 62+62 TO 80+08
2.73% TO 6.29%
5% TO 6.29%
SLOPE VARIES
2.73% TO 6.29%
-4.27% -0.71%
SLOPE VARIES
STA.86+48 TO 91+92
OR RECYCLED PORTLAND CEMENT CONCRETE (12" THICK)
CLASS II BASE COURSE CRUSHED STONE
K
K
KK
K
K
J
J
L
I
I
I
I
J
K
FILTER FABRIC
4" WIDE YELLOW CENTER LINE STRIPE
L 4" WIDE DOUBLE YELLOW CENTER LINE STRIPE
4" WIDE WHITE EDGE LINE STRIPE
PRODUCT LIST.
SPECIFICATIONS AND PRODUCTS SHALL MEET THE APPROVED
SHALL BE INSTALLED PER THE 2016 DOTD STANDARD
5. STRIPING OR RAISED PAVEMENT MARKINGS IN THE DOTD R/W
BY MECHANICAL MEANS.
4. CONFLICTING STRIPING SHALL BE REMOVED
3. ALL SIGNS WILL BE IN ACCORDANCE WITH M.U.T.C.D.
AND BE IN ACCORDANCE WITH M.U.T.C.D.
2. ALL MARKINGS WILL BE OF THERMOPLASTIC MATERIAL
WITH M.U.T.C.D.
THERMOPLASTIC MATERIAL AND BE IN ACCORDANCE
1. STOP BARS, ARROWS AND LEGEND WILL BE OF WHITE
COMPACTED SUBGRADE
LENGTHS, AND DITCH PROFILES.
SUPERELEVATION TRANSITION
FOR RATES OF SUPERELEVATION,
**SEE PLAN & PROFILE SHEETS
LENGTHS, AND DITCH PROFILES.
SUPERELEVATION TRANSITION
FOR RATES OF SUPERELEVATION,
**SEE PLAN & PROFILE SHEETS
PROFILE
GRADE SHOWN ON
HORIZONTAL LINE THRU
1:4 1:4
R/W
REQ'D
R/W
REQ'D
11' LANE AND 8' SHLOULDER
EXISTING ROAD WIDTH TO
R/W
REQ'D
R/W
REQ'D
BIKE LANE
5'-0"
3'-0"
MATERIAL.
MAY BE SUPPORTED BY THE EXISTING GROUND OR SHOULDER
REQUIRED BASE WIDTH MIGHT NOT INCLUDE WIDTH OF WEDGE. WEDGE
REQUIRED BASE WIDTHS ARE AS SHOWN ON TYPICAL SECTIONS.8.
ASPHALT SHOULDER WEDGE PRIOR TO PLACEMENT OF THE PAVEMENT.
SHOULDER MATERIAL TO FORM A UNIFORM SURFACE UNDER THE
THE CONTRACTOR SHALL BLADE AND SHAPE EXISTING GROUND OR7.
THE SHOULDER EDGE.
AUTOMATICALLY ADJUSTING TO VARYING HEIGHTS ENCOUNTERED ALONG
WEDGE WITH A UNIFORM TEXTURE. SHAPE AND DENSITY. WHILE
EQUIP THE PAVER WITH A MECHANICAL DEVICE THAT WILL PRODUCE A 6.
ON EACH OF THE 2 TOP LIFTS OF MULTI-LIFT PAVEMENT.
LAYER THICKNESS IS GREATER THAN OR EQUAL TO 2" AND AT A MIN
SHOULDER WEDGES SHALL BE UTILIZED ON SINGLE LIFTS IF EACH5.
THE PAVED…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .