WBV462-09-H-0044PLANS.pdf
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ST. BERNARD
PLAQUEMINES
JEFFERSON
ORLEANS
LAFOU
RCHE
TERREBONNE
ST. MARY
ST. CHARLES
ASSUMPTIONST.
MARTIN
IBERIA
VERMILION
CAMERON
CALCASIEU
JEFFERSON
DAVIS ACADIA
ST.
MARTIN
LA
FA
YET
TE
IBERVILLE
ST.
JAMES
ASCENSION
ST. J
OHN
THE B
APTIS
T
ST. TAMMANY
TANGIPAHOA
WASHINGTON
LIVINGSTON
ST.
HELENA
EAST
FELICIANA
WEST
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POINTE
COUPEE
ST. LANDRY
AVOYELLES
EVANGELINE
ALLENBEAUREGARD
VERNON
RAPIDES
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TO
R G
A
TE
H -4
-4
-1
-0
W B
V
2-
-H -0
P
LA
S
TI
C
IT
Y
IN
D
EX
PLASTICITY CHART
20 40 60 80 100 120 140
LIQUID LIMIT (PERCENT)
"A" L
INE
"U " L
INE
vSt,rt,S dGr CS,Wd Br(17) CS,slf dBr M,Wd,slf,rtSlS M,slf,rt,Wd Gr
No Sample
So,O,SlS M,SlS,O,rt,Wd M,rt,SlS,Wd M,Wd,rt,SlS M,SlS,rt
M,Wd,SlS
Gr O
M,rt 198So,rt,Wd dBr 267So,SlS,Wd 142 M,O,ccSlS M,Wd
CS
CS
vSo,S
CS
O
CS
SlS
So So,SL M,SlS,SL
SlS M,SL
M,SlS
SlS
SlS M M,slf
M slf CS,slf
Gr
St,CS St,CS,slf
St,CS gnGr&T
M,CS
CS
Gn&T
CS gnGr(38)
0.0838 slf T&Gr(50)
(51)
(56) slf (56)
CS,slf (14)
St,slf
M,slf
(41)
Gr
(40)
0.0754 Gr&T(39)
(49) St
Gr vSt
St 0.91 St,Wd gnGr
St
M St
M
0.92
SlS
St vSt vSt,slf vSt St
SlS
St,SS SS St
Gr
BOR. WWHC-101UPT (0022-0060)
Date: 04/29/2008
GROUND EL. 2.4W or D10
-10
-20
-30
-40
-50
-60
-70
-80
-90
-100
-110
-120
-130
-140
-150
EL
E
VA
TI
O N
S
IN
F
EE
T
- N
.A .V
.D
Q
1 -6.7 Q 0.0 0.134 CH
Q
2 -10.7 Q 0.0 0.139 CH
214wL176wN
4,1
Q
3 -15.6 Q 0.0 0.235 PT
Q
4 -22.7 Q 0.0 0.074 CL
Q
5 -35.6 Q 0.0 0.201 CH
Q
6 -39.6 Q 0.0 0.232 CH
Q
7 -42.7 Q 0.0 0.275 CH
Q
8 -47.6 Q 0.0 0.334 CH
Q
9 -54.7 Q 0.0 0.368 CH
Q
10 -67.6 Q 0.0 0.546 CL
Q
11 -74.7 Q 0.0 0.312 CL
Q
12 -92.7 Q 0.0 0.536 CL
1.14Q
13 -106.7 Q 0.0 1.140 CH
1.140
0.94Q
14 -111.6 Q 0.0 0.937 CH
Q
15 -115.6 Q 0.0 0.753 CH
Q
16 -118.7 Q 0.0 0.415 CH
Q
17 -126.7 Q 0.0 0.486 CH
Q
18 -130.7 Q 0.0 0.398 CH
1.13Q
19 -139.6 Q 0.0 1.129 CH
1.129
1.07Q
20 -143.6 Q 0.0 1.069 CH
1.069
0.82Q
21 -147.6 Q 0.0 0.818 CH
LAT N 29°52'14.70"
LONG W 90°04'14.49"
S O
IL
B
O R
IN
G
S
G-5
S H
E
ET
O
F
H U
R R
IC
A
N E
P R
O
TE
C
TI
O N
P R
O
JE
C T
W
ES
T
BA
N K
A N
D V
IC
IN
IT
Y, N .O
LO
U
IS
IA
N
A
W
ES
T O
F A
LG
IE
R S
C
AN
AL
JE
FF
ER
S
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
W
BV
-4 6.
C
O U
S
IN
S C
A N
A L
W
AL
LS
D
ES
TR
EH
AN
B R
ID
G
E T
O S
EC
TO
R G
A
TE
H -4
-4
-1
-0
W B
V
2-
-H -0
P
LA
S
TI
C
IT
Y
IN
D
EX
PLASTICITY CHART
20 40 60 80 100 120 140
LIQUID LIMIT (PERCENT)
"A" L
INE
"U " L
INE
vSt,slf,rt Gr
SlS St,Wd,slf dGr So So,slf
So,rt,Wd,slf So,rt,Wd
Gr
So,rt Gr&dGr
So,rt vSo,rt
O
So,rt 203 184So,rt,Wd 216
O So,rt So,slf So,cc SoSlS So,O So,SS
CS
So,S M,S
CS,O,slf O,CS,rt
CS
SS
SlS M M,OSlS
SlS
M,SlS
M M,S,slf slf
CS
(14) vSt,S
Gr
(33) M Gn&Gr M gnGr&Gr M Gn&Gr M Gn&Gr&T M lg M lg&T M
(18) lg
(30)
(48)
(47)
(26)
(38) vSt,S (56) vSt,S,slf (51)
(55)
CS (40)
SlS St (22)
St,S
Gr
(21)
St
Gr&T
St M
St vSt
0.89
SlS
St
SlS
1.15SlS vSt St M,SlS slf,CS
(41) slf
Gr
(46)
BOR. WWHC-102UPT (0022-0060)
Date: 04/22/2008
GROUND EL. 3.1W or D10
-10
-20
-30
-40
-50
-60
-70
-80
-90
-100
-110
-120
-130
-140
-150
-160
EL
E
VA
TI
O N
S
IN
F
EE
T
- N
.A .V
.D
Q
1 -2.0 Q 0.0 0.189 CH
150wL
0,1
Q
2 -6.9 Q 0.0 0.130 CH
224wL163wN
4,1
Q
3 -14.0 Q 0.0 0.213 PT
Q
4 -22.9 Q 0.0 0.136 CH
Q
5 -34.9 Q 0.0 0.287 CH
Q
6 -42.9 Q 0.0 0.301 CH
Q
7 -50.0 Q 0.0 0.329 CH
Q
8 -58.0 Q 0.0 0.424 CH
8Q
9 -74.0 Q 0.0 0.391 CL
0.87Q
10 -107.9 Q 0.0 0.869 CH
0.91Q
11 -115.0 Q 0.0 0.909 CH
0.81Q
12 -123.9 Q 0.0 0.806 CH
1.14Q
13 -131.0 Q 0.0 1.138 CH
1.138
1.23Q
14 -139.9 Q 0.0 1.232 CH
1.232
1.23Q
15 -147.9 Q 0.0 1.230 CH
1.230
S O
IL
B
O R
IN
G
S
G-6
S H
E
ET
O
F
H U
R R
IC
A
N E
P R
O
TE
C
TI
O N
P R
O
JE
C T
W
ES
T
BA
N K
A N
D V
IC
IN
IT
Y, N .O
LO
U
IS
IA
N
A
W
ES
T O
F A
LG
IE
R S
C
AN
AL
JE
FF
ER
S
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
W
BV
-4 6.
C
O U
S
IN
S C
A N
A L
W
AL
LS
D
ES
TR
EH
AN
B R
ID
G
E T
O S
EC
TO
R G
A
TE
H -4
-4
-1
-0
W B
V
2-
-H -0
P
LA
S
TI
C
IT
Y
IN
D
EX
PLASTICITY CHART
20 40 60 80 100 120 140
LIQUID LIMIT (PERCENT)
"A" L
INE
"U " L
INE
vSt,rt,slf,O vSt,O,slf,Wd vSt,OSlS M,slf,O,Wd M,O,slf,Wd So,O,slf So,O,slf,Wd So,O,rt,WdSlS So,Wd
So,SlS,Wd 158 So,rt vSo,rt So,rt So So,rt So,rt,Wd
Gr
So,rt,Wd Gr&dGr 200 So 188vSo,rt
O
So,rt So,O,rt
So So vSo,SlS CS,Wd
CS
St (25)
St,O (25) M So,CS,S
SlS
SlS M
SlS So
M,SlS
SlS
SlS M
SlS
M,SL
M CS,slf slf slf slf
CS
Gr vSt Gn&Gr vSt Gn&Gr&T St gnGr&GrSlS St Gn&Gr&T
St (26) vSt Gn&Gr
(32) O Gr lg
Gr(41) lg(43)
(43)
(42)
0.0758 slf (45) M,SlS,O M,SlS,O,slf S
Gr
(45) slf Gr&T(40)
(42)
SlS vSt Gr
(44) vSt Gr&Gn(42) St,SlS Gn&Gr St,SS Gr&TSlS St
SlS St Gr
St,Wd Gr&T 0.85
St,Wd SlS
St,SlS 0.82
SlS St
Gr
BOR. WWHC-103UPT (0022-0060)
Date: 04/27/2008
GROUND EL. 3.88W or D10
-10
-20
-30
-40
-50
-60
-70
-80
-90
-100
-110
-120
-130
EL
E
VA
TI
O N
S
IN
F
EE
T
- N
.A .V
.D
Q
1 0.8 Q 0.0 0.334 CH
Q
2 -9.2 Q 0.0 0.116 CH
166wL
6,1
Q
3 -17.2 Q 0.0 0.108 CH
Q
4 -33.2 Q 0.0 0.216 CL
Q
5 -41.2 Q 0.0 0.192 CH
Q
6 -53.2 Q 0.0 0.388 CH
Q
7 -58.1 Q 0.0 0.394 CH
0.91Q
8 -70.1 Q 0.0 0.908 CL
Q
9 -93.2 Q 0.0 0.451 CL
Q
10 -109.2 Q 0.0 0.709 CL
0.85Q
11 -117.2 Q 0.0 0.851 CH
1.00Q
12 -125.2 Q 0.0 0.995 CH
S O
IL
B
O R
IN
G
S
G-7
S H
E
ET
O
F
H U
R R
IC
A
N E
P R
O
TE
C
TI
O N
P R
O
JE
C T
W
ES
T
BA
N K
A N
D V
IC
IN
IT
Y, N .O
LO
U
IS
IA
N
A
W
ES
T O
F A
LG
IE
R S
C
AN
AL
JE
FF
ER
S
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
W
BV
-4 6.
C
O U
S
IN
S C
A N
A L
W
AL
LS
D
ES
TR
EH
AN
B R
ID
G
E T
O S
EC
TO
R G
A
TE
H -4
-4
-1
-0
W B
V
2-
-H -0
PLASTICITY CHART
20 40 60 80 100 120 140
LIQUID LIMIT (PERCENT)
vSt,slf,rt Gr&Br vSt,slf,Wd vSt,slf,CS,rt vSt,S,slf,rt vSt,slf,rt,cc (41) vSt,CS,slf,G (45)
M,O,slf
So,O,slfSlS
So,slf
So
So,rt
O
So 141 202 So,rt 200 M,cc M,SlS
M,CS
M,S M,SlS So,CS
M,CS
O
SlS
M
M,SL
M,SlS
M
M,SL
M
M,SL
SlS M
M,SL
SlS M
M,SL
M
M,S,SL
slf
CS
Gr vSt vSt,CS Gn&Gr vSt,CS vSt,CS,cc R&Br vSt St M St
Gr&Gn&T
CS Gr&Gn
CS
lg
T
CS (36)
slf Gr
(42) slf (39) dGr
(40) M,cc M,cc,slf M,SlS,slf,SL
CS
CS
Gn&Gr
(44)
(43)
CS
vSt
Gr
(56) St Gn&Gr&T vSt Gn&Gr
SlS St Gn&Gr&T
M
SlS
St
Gr
BOR. WWHC-104UPT (0022-0060)
Date: 04/22/2008
GROUND EL. 4.6W or D10
-10
-20
-30
-40
-50
-60
-70
-80
-90
-100
-110
-120
-130
EL
E
VA
TI
O N
S
IN
F
EE
T
- N
.A .V
.D
Q
1 -4.5 Q 0.0 0.149 CH
Q
2 -12.5 Q 0.0 0.150 CH
288wL210wN
8,1
Q
3 -17.4 Q 0.0 0.241 PT
Q
4 -20.5 Q 0.0 0.257 CL
Q
5 -25.4 Q 0.0 0.147 CL
Q
6 -32.5 Q 0.0 0.260 CH
Q
7 -41.4 Q 0.0 0.334 CH
Q
8 -48.5 Q 0.0 0.317 CH
Q
9 -56.5 Q 0.0 0.384 CH
165.4Q
10 -60.5 Q 0.0 0.404 CH
1.06Q
11 -69.4 Q 0.0 1.062 CL
1.062
Q
12 -73.4 Q 0.0 0.485 CL
Q
13 -94.4 Q 0.0 0.420 CH
1.03Q
14 -112.5 Q 0.0 1.034 CH
1.034
Q
15 -120.5 Q 0.0 0.673 CH
0.95Q
16 -124.5 Q 0.0 0.946 CH
LAT N 29°52'18.10"
LONG W 90°04'21.48"
S O
IL
B
O R
IN
G
S
G-8
S H
E
ET
O
F
H U
R R
IC
A
N E
P R
O
TE
C
TI
O N
P R
O
JE
C T
W
ES
T
BA
N K
A N
D V
IC
IN
IT
Y, N .O
LO
U
IS
IA
N
A
W
ES
T O
F A
LG
IE
R S
C
AN
AL
JE
FF
ER
S
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
W
BV
-4 6.
C
O U
S
IN
S C
A N
A L
W
AL
LS
D
ES
TR
EH
AN
B R
ID
G
E T
O S
EC
TO
R G
A
TE
H -4
-4
-1
-0
W B
V
2-
-H -0
PLASTICITY CHART
20 40 60 80 100 120 140
LIQUID LIMIT (PERCENT)
O (20)
O (36) So,slf,O (5)
O So,slf
Gr
(5) So,rt BK 316So,rt dGr 193143wL
3,1 vSo,rt
O
So,Wd
Gr
161wL
1,1
So,Wd dBr&Gr 277215wP 446wL
6,2
Wd,rt dGr&Gr 236 O So,rt,Wd
SlS vSo,Wd vSo,O,Wd,rt O,Wd,rt M,O,Wd,rt M,Wd,rt S,Wd,cc CS,cc
CS
CS
0.1039
M,S
SlS M
SlS
M,SL
slf,CS slf 0.0968 slf (6)
CS
Gr
(5)
Gr&gnGr(15)
(16) Gr
(36) lg(39)
(40)
(45)
CS,slf (8)
SlS St,slf
Gr vSt,slfSlS St,slf gnGr
Wd
CS (17)
CS (24)
CS (21)
SlS M (13)
CS
Gr
St,CS
St gnGr&Gr&T
SlS
SlS
St
Gr
BOR. WWHC-105UPT (0022-0060)
Date: 04/25/2008
GROUND EL. 1.3W or D10
-10
-20
-30
-40
-50
-60
-70
-80
-90
-100
-110
-120
-130
EL
E
VA
TI
O N
S
IN
F
EE
T
- N
.A .V
.D
Q
1 -8.7 Q 0.0 0.091 CH
163wL
3,1
Q
2 -15.8 Q 0.0 0.207 CH
Q
3 -17.6 Q 0.0 0.077 CH
Q
4 -33.6 Q 0.0 0.253 CH
Q
5 -37.6 Q 0.0 0.275 CH
Q
6 -44.7 Q 0.0 0.351 CH
Q
7 -52.7 Q 0.0 0.391 CH
Q
8 -92.7 Q 0.0 0.587 CL
Q
9 -96.7 Q 0.0 0.525 CH
Q
10 -109.7 Q 0.0 0.752 CH
0.90Q
11 -117.7 Q 0.0 0.896 CH
Q
12 -121.7 Q 0.0 0.725 CH
0.91Q
13 -124.8 Q 0.0 0.909 CH
LAT N 29°52'18.96"
LONG W 90°04'16.88"
S O
IL
B
O R
IN
G
S
G-9
S H
E
ET
O
F
H U
R R
IC
A
N E
P R
O
TE
C
TI
O N
P R
O
JE
C T
W
ES
T
BA
N K
A N
D V
IC
IN
IT
Y, N .O
LO
U
IS
IA
N
A
W
ES
T O
F A
LG
IE
R S
C
AN
AL
JE
FF
ER
S
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
W
BV
-4 6.
C
O U
S
IN
S C
A N
A L
W
AL
LS
D
ES
TR
EH
AN
B R
ID
G
E T
O S
EC
TO
R G
A
TE
H -4
-4
W
2P 8-
-B
-1
-0
W B
V
2-
-H -0
Cousins Pumping Station, Harvey LA Job Number 0022-0060 CPT Number WWHCCPT-146PT Location 29 52' 15.80"N 90 04' 18.78"W
Operator HERBERT JACKSON Date and Time30-Apr-2008 08:27:27 Cone Number F7.5CKEW2/B 1934
Client USACE Elevation 3.2 ft Water Table
Robertson et al. 1986 *Overconsolidated or Cemented
0 300
TIP
TSF 0 4
FRICTION
TSF 0 10
RATIO
% 0 12
1 - sensitive fine grained
2 - organic material
3 - clay
4 - silty clay to clay
5 - clayey silt to silty clay
6 - sandy silt to clayey silt
7 - silty sand to sandy silt
8 - sand to silty sand
9 - sand
10 - gravelly sand to sand
11 - very stiff fine grained (*)
12 - sand to clayey sand (*)
CPT DATA
SO
IL
B E
H A
VI
O
R
TY
PE
D E
P
TH
(ft
Cousins Pumping Station, Harvey LA Job Number 0022-0060 CPT Number WWHCCPT-145PT Location 29 52' 16.60"N 90 04' 15.97"W
Operator HERBERT JACKSON Date and Time29-Apr-2008 16:17:39 Cone Number F7.5CKEW2/B 1934
Client USACE Elevation 3.0 ft Water Table
Robertson et al. 1986 *Overconsolidated or Cemented
0 300
TIP
TSF 0 4
FRICTION
TSF 0 10
RATIO
% 0 12
1 - sensitive fine grained
2 - organic material
3 - clay
4 - silty clay to clay
5 - clayey silt to silty clay
6 - sandy silt to clayey silt
7 - silty sand to sandy silt
8 - sand to silty sand
9 - sand
10 - gravelly sand to sand
11 - very stiff fine grained (*)
12 - sand to clayey sand (*)
CPT DATA
S O
IL
B
E H
A V
IO
R
TY
P
E
D E
P
TH
(ft
Cousins Pumping Station, Harvey LA Job Number 0022-0060 CPT Number WWHCCPT-148PT Location 29 52' 19.98"N 90 04' 16.74"W
Operator HERBERT JACKSON Date and Time29-Apr-2008 08:07:38 Cone Number F7.5CKEW2/B 1934
Client USACE Elevation 1.7 ft Water Table
Robertson et al. 1986 *Overconsolidated or Cemented
0 450
TIP
TSF 0 4
FRICTION
TSF 0 10
RATIO
% 0 12
1 - sensitive fine grained
2 - organic material
3 - clay
4 - silty clay to clay
5 - clayey silt to silty clay
6 - sandy silt to clayey silt
7 - silty sand to sandy silt
8 - sand to silty sand
9 - sand
10 - gravelly sand to sand
11 - very stiff fine grained (*)
12 - sand to clayey sand (*)
CPT DATA
S O
IL
B
E H
A V
IO
R
TY
P
E
D E
P
TH
(ft
Cousins Pumping Station, Harvey LA Job Number 0022-0060 CPT Number WWHCCPT-147PT Location 29 52' 18.71"N 90 04' 19.63"W
Operator HERBERT JACKSON Date and Time29-Apr-2008 11:48:16 Cone Number F7.5CKEW2/B 1934
Client USACE Elevation 0.4 ft Water Table
Robertson et al. 1986 *Overconsolidated or Cemented
0 300
TIP
TSF 0 3
FRICTION
TSF 0 10
RATIO
% 0 12
1 - sensitive fine grained
2 - organic material
3 - clay
4 - silty clay to clay
5 - clayey silt to silty clay
6 - sandy silt to clayey silt
7 - silty sand to sandy silt
8 - sand to silty sand
9 - sand
10 - gravelly sand to sand
11 - very stiff fine grained (*)
12 - sand to clayey sand (*)
CPT DATA
SO
IL
B E
H A
VI
O
R
TY
PE
D E
P
TH
(ft
C O
N E
PE
N
E
TR
AT
IO
N T
ES
T
G-10
H U
R R
IC
A
N E
P R
O
TE
C
TI
O N
P R
O
JE
C T
W
ES
T
BA
N K
A N
D V
IC
IN
IT
Y, N .O
LO
U
IS
IA
N
A
W
ES
T O
F A
LG
IE
R S
C
AN
AL
JE
FF
ER
S
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
W
BV
-4 6.
C
O U
S
IN
S C
A N
A L
W
AL
LS
D
ES
TR
EH
AN
B R
ID
G
E T
O S
EC
TO
R G
A
TE
H -4
-4
W
2P 8-
-B
-1
-0
W B
V
2-
-H -0
N O
LI
TH
S-1
1/4" = 1'-0"
FOUNDATION PLAN (OPTIONAL)
MONOLITH 101
P
LA
N , S
E C
TI
O
N S
A N
D D
E
TA
IL
S
1/2"=1'-0" A
SECTION
A
M
LD
V
K
TS
LW
F
TYP.
TYP. ALL
PILES
1"=1'-0"
S-1, S-2, S-3, S-4, S-5, S-6, S-7
TENSION AND COMPRESSION PINNED PILE CONNECTION
S-8, S-9, S-10, S-12, S-13, S-14 & S-16
H U
R R
IC
A
N E
P R
O
TE
C
TI
O N
P R
O
JE
C T
W
ES
T
BA
N K
A N
D V
IC
IN
IT
Y, N .O
LO
U
IS
IA
N
A
W
ES
T O
F A
LG
IE
R S
C
AN
AL
JE
FF
ER
S
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
TW
W
A N
SI
D
H -4
-4
W
BV
-4 6.
C
O U
S
IN
S C
A N
A L
W
AL
LS
D
ES
TR
EH
AN
B R
ID
G
E T
O S
EC
TO
R G
A
TE
1"=1'-0"
S-1, S-2, S-3, S-4, S-5, DETAIL
S-6, S-7, S-8, S-9, S-10
FLANGE ELEVATION WEB ELEVATION
SECTION
1"=1'-0"
S-1, S-2, S-3, S-4, S-5, DETAIL
S-6, S-7, S-8, S-9, S-10
DETAIL
-1
-0
W B
V
2-
-H -0
N O
LI
TH
S-2
1/4" = 1'-0"
FOUNDATION PLAN (OPTIONAL)
MONOLITH 102
P
LA
N
S E
C
TI
O N
S A
N D
D E
TA
IL
S
1/2"=1'-0" A
SECTION
A
M
LD
V
K
TS
LW
F
S-1
TYP. ALL
PILES
H U
R R
IC
A
N E
P R
O
TE
C
TI
O N
P R
O
JE
C T
W
ES
T
BA
N K
A N
D V
IC
IN
IT
Y, N .O
LO
U
IS
IA
N
A
W
ES
T O
F A
LG
IE
R S
C
AN
AL
JE
FF
ER
S
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
TW
W
A N
SI
D
H -4
-4
W
BV
-4 6.
C
O U
S
IN
S C
A N
A L
W
AL
LS
D
ES
TR
EH
AN
B R
ID
G
E T
O S
EC
TO
R G
A
TE
S-1
S-1
PLCS.
-1
-0
W B
V
2-
-H -0
N O
LI
TH
S-3
1/4" = 1'-0"
FOUNDATION PLAN (OPTIONAL)
MONOLITH 103
A
1/2"=1'-0" A
SECTION
P
LA
N , S
E C
TI
O
N S
A N
D D
E
TA
IL
S
M
LD
V
K
TS
LW
F
S-1
TYP. ALL
PILES
TYP.
H U
R R
IC
A
N E
P R
O
TE
C
TI
O N
P R
O
JE
C T
W
ES
T
BA
N K
A N
D V
IC
IN
IT
Y, N .O
LO
U
IS
IA
N
A
W
ES
T O
F A
LG
IE
R S
C
AN
AL
JE
FF
ER
S
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
TW
W
A N
SI
D
H -4
-4
W
BV
-4 6.
C
O U
S
IN
S C
A N
A L
W
AL
LS
D
ES
TR
EH
AN
B R
ID
G
E T
O S
EC
TO
R G
A
TE
S-1
S-1
PLCS.
-1
-0
W B
V
2-
-H -0
N O
LI
TH
A N
D
S-4
1/4" = 1'-0"
FOUNDATION PLAN (OPTIONAL)
MONOLITH 104 AND 105
MONOLITH SCHEDULE
P
LA
N , S
E C
TI
O
N S
A N
D D
E
TA
IL
S
A
1/2"=1'-0" A
SECTION
M
LD
V
K
TS
LW
F
S-1
TYP. ALL
PILES
TYP.
H U
R R
IC
A
N E
P R
O
TE
C
TI
O N
P R
O
JE
C T
JE
FF
ER
S
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
W
ES
T
BA
N K
A N
D V
IC
IN
IT
Y, N .O
LO
U
IS
IA
N
A
W
ES
T O
F A
LG
IE
R S
C
AN
AL
TW
W
A N
SI
D
H -4
-4
W
BV
-4 6.
C
O U
S
IN
S C
A N
A L
W
AL
LS
D
ES
TR
EH
AN
B R
ID
G
E T
O S
EC
TO
R G
A
TE
S-1
S-1
PLCS.
-1
-0
W B
V
2-
-H -0
N O
LI
TH
S-5
1/4" = 1'-0"
FOUNDATION PLAN (OPTIONAL)
MONOLITH 106
P
LA
N , S
E C
TI
O
N S
A N
D D
E
TA
IL
S
A
1/2"=1'-0" A
SECTION
M
LD
V
K S
LW
F
S-1
TYP. ALL
PILES
TYP.
H U
R R
IC
A
N E
P R
O
TE
C
TI
O N
P R
O
JE
C T
W
ES
T
BA
N K
A N
D V
IC
IN
IT
Y, N .O
LO
U
IS
IA
N
A
W
ES
T O
F A
LG
IE
R S
C
AN
AL
JE
FF
ER
S
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
TW
W
A N
SI
D
H -4
-4
W
BV
-4 6.
C
O U
S
IN
S C
A N
A L
W
AL
LS
D
ES
TR
EH
AN
B R
ID
G
E T
O S
EC
TO
R G
A
TE
S-1
S-1
PLCS.
-1
-0
W B
V
2-
-H -0
N O
LI
TH
S-6
1/4" = 1'-0"
FOUNDATION PLAN (OPTIONAL)
MONOLITH 107
P
LA
N , S
E C
TI
O
N S
A N
D D
E
TA
IL
S
A
1/2"=1'-0" A
SECTION
M
LD
V
K
TS
LW
F
S-1
TYP. ALL
PILES
TYP.
H U
R R
IC
A
N E
P R
O
TE
C
TI
O N
P R
O
JE
C T
W
ES
T
BA
N K
A N
D V
IC
IN
IT
Y, N .O
LO
U
IS
IA
N
A
W
ES
T O
F A
LG
IE
R S
C
AN
AL
JE
FF
ER
S
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
TW
W
A N
SI
D
H -4
-4
W
BV
-4 6.
C
O U
S
IN
S C
A N
A L
W
AL
LS
D
ES
TR
EH
AN
B R
ID
G
E T
O S
EC
TO
R G
A
TE
S-1
S-1
PLCS.
-1
-0
W B
V
2-
-H -0
N O
LI
TH
T H
R U
S-7
1/4" = 1'-0"
FOUNDATION PLAN (OPTIONAL)
MONOLITH 108 THRU 110
P
LA
N , S
E C
TI
O
N S
A N
D D
E
TA
IL
S
A
1/2"=1'-0" A
SECTION
M
LD
V
K
TS
LW
F
S-1
TYP. ALL
PILES
TYP.
MONOLITH SCHEDULE
H U
R R
IC
A
N E
P R
O
TE
C
TI
O N
P R
O
JE
C T
W
ES
T
BA
N K
A N
D V
IC
IN
IT
Y, N .O
LO
U
IS
IA
N
A
W
ES
T O
F A
LG
IE
R S
C
AN
AL
JE
FF
ER
S
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
TW
W
A N
SI
D
H -4
-4
W
BV
-4 6.
C
O U
S
IN
S C
A N
A L
W
AL
LS
D
ES
TR
EH
AN
B R
ID
G
E T
O S
EC
TO
R G
A
TE
S-1
S-1
PLCS.
-1
-0
W B
V
2-
-H -0
N O
LI
TH
S-8
1/4" = 1'-0"
FOUNDATION PLAN
MONOLITH 201
P
LA
N
S E
C
TI
O N
S A
N D
D E
TA
IL
S
1/2"=1'-0" A
SECTION
A
M
LD
V
K
TS
LW
F
TYP.
S-1
TYP. ALL
PILES
H U
R R
IC
A
N E
P R
O
TE
C
TI
O N
P R
O
JE
C T
W
ES
T
BA
N K
A N
D V
IC
IN
IT
Y, N .O
LO
U
IS
IA
N
A
W
ES
T O
F A
LG
IE
R S
C
AN
AL
JE
FF
ER
S
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
TW
W
A N
SI
D
H -4
-4
W
BV
-4 6.
C
O U
S
IN
S C
A N
A L
W
AL
LS
D
ES
TR
EH
AN
B R
ID
G
E T
O S
EC
TO
R G
A
TE
S-1
S-1
PLCS.
-1
-0
W B
V
2-
-H -0
N O
LI
TH
T H
R U
S-9
1/4" = 1'-0"
FOUNDATION PLAN
MONOLITH 202 THRU 209
MONOLITH SCHEDULE
P
LA
N , S
E C
TI
O
N S
A N
D D
E
TA
IL
S
A
1/2"=1'-0" A
SECTION
M
LD
V
K
TS
LW
F
TYP.
S-1
TYP. ALL
PILES
PILE SCHEDULE
FLOODWALL CONTROL POINTS
H U
R R
IC
A
N E
P R
O
TE
C
TI
O N
P R
O
JE
C T
W
ES
T
BA
N K
A N
D V
IC
IN
IT
Y, N .O
LO
U
IS
IA
N
A
W
ES
T O
F A
LG
IE
R S
C
AN
AL
JE
FF
ER
S
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
TW
W
A N
SI
D
H -4
-4
W
BV
-4 6.
C
O U
S
IN
S C
A N
A L
W
AL
LS
D
ES
TR
EH
AN
B R
ID
G
E T
O S
EC
TO
R G
A
TE
S-1
S-1
PLCS.
-1
-0
W B
V
2-
-H -0
N O
LI
TH
S-10
1/4" = 1'-0"
FOUNDATION PLAN
MONOLITH 210
P
LA
N , S
E C
TI
O
N S
A N
D D
E
TA
IL
S
A
1/2"=1'-0" A
SECTION
M
LD
V
K
TS
LW
F
TYP.
S-1
TYP. ALL
PILES
PILE SCHEDULE
FLOODWALL CONTROL POINTS
TW
W
A N
SI
D
H -4
-4
H U
R R
IC
A
N E
P R
O
TE
C
TI
O N
P R
O
JE
C T
W
ES
T
BA
N K
A N
D V
IC
IN
IT
Y, N .O
LO
U
IS
IA
N
A
W
ES
T O
F A
LG
IE
R S
C
AN
AL
JE
FF
ER
S
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
W
BV
-4 6.
C
O U
S
IN
S C
A N
A L
W
AL
LS
D
ES
TR
EH
AN
B R
ID
G
E T
O S
EC
TO
R G
A
TE
S-1
S-1
PLCS.
-1
-0
W B
V
2-
-H -0
NEW ORLEANS DISTRICT
O
LI
C
IT
AT
IO
N
N O
FI
LE
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
TI
O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D
AT
E:
FI
LE
N U
M B
E R
SI
ZE
S U
BM
IT
TE
D
B Y:
P
LO
T S
C
AL
E:
P
LO
T
D
AT
E:
D
AT
E M
A R
K D
E S
C R
IP
TI
O N
C O
N
TR
AC
T
N O
SHEET
IDENTIFICATION
D
AT
E A
P P
R
US Army Corps of Engineers
P
LA
N , S
E C
TI
O
N S
A N
D D
E
TA
IL
S
S-12
1/4" = 1'-0"
FOUNDATION PLAN
MONOLITH 251
1/2"=1'-0" A
SECTION
M O
N O
LI
TH
C
1/4"=1'-0" C
SECTION
M
LD
V
K
TS
LW
F
S-1
A -
TYP. ALL
PILES
1/2"=1'-0" D
SECTION
D
PILE SCHEDULE
H U
R R
IC
A
N E
P R
O
TE
C
TI
O N
P R
O
JE
C T
W
ES
T
BA
N K
A N
D V
IC
IN
IT
Y, N .O
LO
U
IS
IA
N
A
W
ES
T O
F A
LG
IE
R S
C
AN
AL
JE
FF
ER
S
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
TW
W
A N
SI
D
H -4
-4
TY
P.
W
BV
-4 6.
C
O U
S
IN
S C
A N
A L
W
AL
LS
D
ES
TR
EH
AN
B R
ID
G
E T
O S
EC
TO
R G
A
TE
S-13
B S-13
S-20
-1
-0
W B
V
2-
-H -0
N O
LI
TH
A N
D
S-13
1/4" = 1'-0"
FOUNDATION PLAN
MONOLITH 252 AND 253
P
LA
N , S
E C
TI
O
N S
A N
D D
E
TA
IL
S
A -
M
LD
V
K
TS
LW
F
TY
P.
H U
R R
IC
A
N E
P R
O
TE
C
TI
O N
P R
O
JE
C T
W
ES
T
BA
N K
A N
D V
IC
IN
IT
Y, N .O
LO
U
IS
IA
N
A
W
ES
T O
F A
LG
IE
R S
C
AN
AL
JE
FF
ER
S
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
TW
W
A N
SI
D
H -4
-4
W
BV
-4 6.
C
O U
S
IN
S C
A N
A L
W
AL
LS
D
ES
TR
EH
AN
B R
ID
G
E T
O S
EC
TO
R G
A
TE
1/2"=1'-0'
S-12
DETAIL
S-14 S-16
1/2"=1'-0' B
S-12 TO S-14
SECTION
S-16 & S-17
B
- TYP.
S-24
1/2"=1'-0' A
SECTION
TYP. PLUMB
PILES
S-1
TYP. BATTERED
PILES
PLAN
FLANGE ELEVATION
WEB ELEVATION
TENSION AND COMPRESSION
PINNED PILE CONNECTION
3/4"=1'-0'
S-16
DETAIL
S-17
-1
-0
W B
V
2-
-H -0
N O
LI
TH
S-14
1/4" = 1'-0"
FOUNDATION PLAN
MONOLITH 254
P
LA
N , S
E C
TI
O
N S
A N
D D
E
TA
IL
S
1/2" = 1'-0" A
SECTION
1/2" = 1'-0" B
SECTION
1/2" = 1'-0"
C
SECTION
M
LD
V
K
TS
LW
F
S-1
TYP. ALL
PILES
H U
R R
IC
A
N E
P R
O
TE
C
TI
O N
P R
O
JE
C T
W
ES
T
BA
N K
A N
D V
IC
IN
IT
Y, N .O
LO
U
IS
IA
N
A
W
ES
T O
F A
LG
IE
R S
C
AN
AL
JE
FF
ER
S
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
TW
W
A N
SI
D
H -4
-4
W
BV
-4 6.
C
O U
S
IN
S C
A N
A L
W
AL
LS
D
ES
TR
EH
AN
B R
ID
G
E T
O S
EC
TO
R G
A
TE
A
B
C
S-13
B S-13
S-21
-1
-0
W B
V
2-
-H -0
B
1/2"=1'-0"
ASECTION
1/2"=1'-0" B
SECTION
S-13
1/2"=1'-0" C
SECTION
TYP. PLUMB
PILES
S-1
TYP HP14
PILES
1/2"=1'-0" D
SECTION
B
D
A
P
LA
N , S
E C
TI
O
N S
A N
D D
E
TA
IL
S
S-16
A N
S I D
M
LD
V
K
TS
LW
F
H U
R R
IC
A
N E
P R
O
TE
C
TI
O N
P R
O
JE
C T
W
ES
T
BA
N K
A N
D V
IC
IN
IT
Y, N .O
LO
U
IS
IA
N
A
W
ES
T O
F A
LG
IE
R S
C
AN
AL
JE
FF
ER
S
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
TW
W
A S
S H
O W
N H
-4 -4
W
BV
-4 6.
C
O U
S
IN
S C
A N
A L
W
AL
LS
D
ES
TR
EH
AN
B R
ID
G
E T
O S
EC
TO
R G
A
TE
FOUNDATION PLAN
MONOLITH 301
A
S-21
C
TYP.
S-23
S-23
S-23
S-13
SIM.
B S-13
1/4" = 1'-0"
D
-TYP.
M O
N O
LI
TH
S-23
5 PLACES
-1
-0
W B
V
2-
-H -0
NEW ORLEANS DISTRICT
O
LI
C
IT
AT
IO
N
N O
FI
LE
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
TI
O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D
AT
E:
FI
LE
N U
M B
E R
SI
ZE
S U
BM
IT
TE
D
B Y:
P
LO
T S
C
AL
E:
P
LO
T
D
AT
E:
D
AT
E M
A R
K D
E S
C R
IP
TI
O N
C O
N
TR
AC
T
N O
SHEET
IDENTIFICATION
D
AT
E A
P P
R
US Army Corps of Engineers
M O
N O
LI
TH
S-17
FOUNDATION PLAN
MONOLITH 302
B
A
SECTION
P
LA
N , S
EC
TI
O N
S
AN
D D
E
TA
IL
S
A
M
LD
V
K S
LW
F
S-13
TYP. HP
PILES
S-21
S-23
62 PLACES
H U
R R
IC
A
N E
P R
O
TE
C
TI
O N
P R
O
JE
C T
W
ES
T
BA
N K
A N
D V
IC
IN
IT
Y, N .O
LO
U
IS
IA
N
A
W
ES
T O
F A
LG
IE
R S
C
AN
AL
JE
FF
ER
S
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
TW
W
A N
SI
D
H -4
-4
W
BV
-4 6.
C
O U
S
IN
S C
A N
A L
W
AL
LS
D
ES
TR
EH
AN
B R
ID
G
E T
O S
EC
TO
R G
A
TE
S-23
S-13
2 SIM.
B S-13
1/2"=1'-0"
1 /4" = 1'-0"
C
SECTION
1/2"=1'-0"
B
C
1/2"=1'-0" B
SECTION
C
A
S-23
5 PLACES
SIM.
-1
-0
W B
V
2-
-H -0
S-19
LW
F
K
TS
H U
R R
IC
A
N E
P R
O
TE
C
TI
O N
P R
O
JE
C T
W
ES
T
BA
N K
A N
D V
IC
IN
IT
Y, N .O
LO
U
IS
IA
N
A
W
ES
T O
F A
LG
IE
R S
C
AN
AL
JE
FF
ER
S
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
TW
W
A N
SI
D
H -4
-4
K
TS
W
BV
-4 6.
C
O U
S
IN
S C
A N
A L
W
AL
LS
D
ES
TR
EH
AN
B R
ID
G
E T
O S
EC
TO
R G
A
TE
HANDRAIL PLAN AT EXIST. S-3 WALL
1" = 20'-0"
SECTION
HANDRAIL DETAILS
1" = 1'-0"
PLAN
HANDRAIL PANEL ELEVATION (FLAT)
1/2" = 1'-0"
H A
N D
R A
IL
P
LA
N
, E
LE
V A
TI
O
N A
N D
D E
TA
IL
S A
T E
X
IS
T.
S
-3 W
A
LL
-1
-0
W B
V
2-
-H -0
IS
C E
LL
AN
EO
U
S S
TR
U
C
TU
R A
L D
ET
AI
LS
S-20
TYPICAL DETAIL OF HOLES IN SHEET PILING
ELEVATION
FLANGE ELEVATION
WEB ELEVATION
TYPICAL PILE SPLICE DETAILS TYPICAL CORROSION PROTECTION DETAIL
K
TS
H U
R R
IC
A
N E
P R
O
TE
C
TI
O N
P R
O
JE
C T
W
ES
T
BA
N K
A N
D V
IC
IN
IT
Y, N .O
LO
U
IS
IA
N
A
W
ES
T O
F A
LG
IE
R S
C
AN
AL
JE
FF
ER
S
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
TW
W
A N
SI
D
H -4
-4
LW
F
K
TS
SECTIONPLAN
SHEET PILE SPLICE DETAIL
SHEET PILE NOTES
W
BV
-4 6.
C
O U
S
IN
S C
A N
A L
W
AL
LS
D
ES
TR
EH
AN
B R
ID
G
E T
O S
EC
TO
R G
A
TE
SHEET PILE (SIM.) AND HP14 PILE (SHOWN) COATING
3" = 1'-0"
3/4" = 1'-0"
N.T.S.
1" = 1'-0"N.T.S.
N.T.S.'
S-12
DETAIL
-1
-0
W B
V
2-
-H -0
IS
C E
LL
AN
EO
U
S W
AT
ER
ST
O
P D
ET
AI
LS
S-21
S-14
DETAIL
S-16
DETAIL
K
TS
H U
R R
IC
A
N E
P R
O
TE
C
TI
O N
P R
O
JE
C T
W
ES
T
BA
N K
A N
D V
IC
IN
IT
Y, N .O
LO
U
IS
IA
N
A
W
ES
T O
F A
LG
IE
R S
C
AN
AL
JE
FF
ER
S
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
TW
W
A N
SI
D
H -4
-4
LW
F
K
TS
TYPICAL WALL JOINT WATERSTOP DETAIL
SEAL RETAINING BAR
S-17
DETAIL
"L" TYPE WATERSTOP
S H
E
ET
O
F
W
BV
-4 6.
C
O U
S
IN
S C
A N
A L
W
AL
LS
D
ES
TR
EH
AN
B R
ID
G
E T
O S
EC
TO
R G
A
TE
1" = 1'-0"
1" = 1'-0" 1" = 1'-0"
1" = 1'-0"
1" = 1"
N.T.S.
-1
-0
W B
V
2-
-H -0
H
E
ET
O
F
S-22
M
IS
C E
LL
AN
EO
U
S W
AT
ER
ST
O
P D
ET
AI
LS
M
LD
V
K S
LW
F
A
TYPICAL T-WALL JOINT
A
SECTION
B
C
DETAIL
SHEET PILE INTERLOCK
UNALIGNED WITH THE WALL JOINT
SHEET PILE INTERLOCK
ALIGNED WITH THE WALL JOINT
D
- D
B
SECTION C
SECTION
D
SECTION
THREE-BULB WATERSTOP
DRY CONDITION
DETAIL
H U
R R
IC
A
N E
P R
O
TE
C
TI
O N
P R
O
JE
C T
W
ES
T
BA
N K
A N
D V
IC
IN
IT
Y, N .O
LO
U
IS
IA
N
A
W
ES
T O
F A
LG
IE
R S
C
AN
AL
JE
FF
ER
S
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
TW
W
A N
SI
D
H -4
-4
W
BV
-4 6.
C
O U
S
IN
S C
A N
A L
W
AL
LS
D
ES
TR
EH
AN
B R
ID
G
E T
O S
EC
TO
R G
A
TE
3/4"=1'-0
3"=1'-0"
3"=1'-0"
N.T.S.
N.T.S.
3"=1'-0"
3"=1'-0"
3"=1'-0"
-1
-0
W B
V
2-
-H -0
N O
LI
TH
S
, 1
, 2
, 2
, 2
A
N D
S-23
REINFORCING PLAN
MONOLITH 201 SIM.
R
EI
N
FO
R C
IN
G
P
LA
N S
A N
D D
ET
AI
LS
M
LD
V
K
TS
LW
F
H U
R R
IC
A
N E
P R
O
TE
C
TI
O N
P R
O
JE
C T
W
ES
T
BA
N K
A N
D V
IC
IN
IT
Y, N .O
LO
U
IS
IA
N
A
W
ES
T O
F A
LG
IE
R S
C
AN
AL
JE
FF
ER
S
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
TW
W
A N
SI
D
H -4
-4
W
BV
-4 6.
C
O U
S
IN
S C
A N
A L
W
AL
LS
D
ES
TR
EH
AN
B R
ID
G
E T
O S
EC
TO
R G
A
TE
MONOLITH 251
MONOLITH 254
MONOLITH 302
DETAIL
DETAIL
S-16
S-16
MONOLITH 101
N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S. N.T.S.
S-17
MONOLITH 103
N.T.S.
7DETAIL
S-16 N.T.S.
REINFORCING PLAN
REINFORCING PLAN
REINFORCING PLAN
REINFORCING PLAN
S-17
-1
-0
W B
V
2-
-H -0
O S
S- O
VE
R
P
LA
TF
O
R M
S-24
P
LA
N , S
EC
TI
O N
S
AN
D D
E
TA
IL
S
A
A
SECTION
C
SECTION
DETAIL
S-13
DETAIL
(2 REQ'D)
CROSS-OVER PLATFORM PLAN - T.O.S. EL. 11'-2 3
8"
C
B
B
B
SECTION
C6 TO C6 L2x2 TO C6
WELDING DETAILS
2 PLACES
DETAIL
PLAN MONOLITH 253
K
TS
H U
R R
IC
A
N E
P R
O
TE
C
TI
O N
P R
O
JE
C T
W
ES
T
BA
N K
A N
D V
IC
IN
IT
Y, N .O
. L O
U
IS
IA
N
A
W
ES
T O
F A
LG
IE
R S
C
AN
AL
JE
FF
ER
S
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
TW
W
A N
SI
D
H -4
-4
LW
F
W
BV
-4 6.
C
O U
S
IN
S C
A N
A L
W
AL
LS
D
ES
TR
EH
AN
B R
ID
G
E T
O S
EC
TO
R G
A
TE
1" = 1'-0"
1 1/2" = 1'-0"
1/2" = 1'-0"
1/2" = 1'-0"
N.T.S.
1 1/2" = 1'-0"
3" = 1'-0"
-1
-0
W B
V
2-
-H -0
EC
U R
IT
Y
FE
N
C E
AN
D
H
AN
D R
AI
L
S-25
P
LA
N , S
E C
TI
O
N S
A N
D D
ET
A
IL
S
ACCESS GATE ELEVATION
DETAIL 2
DETAIL
3 PLACES
2 PLACES
SECURITY FENCE LAYOUT
CROSSOVER ACCESS PLATFORM
LINE POST CORNER POST
EXTENSION ARM DETAILS
BRACE RAIL ATTACHMENT
TENSION BAND DETAILS LINE POST ATTACHMENTS
FASTENING DETAILS
K
TS
H U
R R
IC
A
N E
P R
O
TE
C
TI
O N
P R
O
JE
C T
W
ES
T
BA
N K
A N
D V
IC
IN
IT
Y, N .O
LO
U
IS
IA
N
A
W
ES
T O
F A
LG
IE
R S
C
AN
AL
JE
FF
ER
S
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
TW
W
A N
SI
D
H -4
-4
LW
F
K
TS
W
BV
-4 6.
C
O U
S
IN
S C
A N
A L
W
AL
LS
D
ES
TR
EH
AN
B R
ID
G
E T
O S
EC
TO
R G
A
TE
1/2" = 1'-0"
N.T.S.
1/2" = 1'-0"
3" = 1'-0" 3" = 1'-0"
N.T.S.
-1
-0
W B
V
2-
-H -0
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File details come from the government source that posted it. Updated .