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- WBV085-14-S-0003
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Drawing Package 2 for WBV085-14-S-0003
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C-U001
W B
V
R
IG
H T O
F W
A Y A
N D U
T
IL
IT
Y D
IS
P O
S
IT
IO
N
3677730.992
3677093.540
3676991.092
3677237.771
484710.110
484704.825
484362.518
484511.288
LIMITS OF CONSTRUCTION
LIMITS OF CONSTRUCTION
L
IM
IT
S O
F C
O N
S T
R U
C T
IO
N
L
IM
IT
S O
F C
O N
S T
R U
C T
IO
N
LIMITS OF CONSTRUCTION
L
IM
IT
S O
F C
O N
S T
R U
C T
IO
N
LIMITS OF CONSTRUCTION
L
IM
IT
S O
F C
O N
S T
R U
C T
IO
N
LIMITS OF CONSTRUCTION
LIMITS OF CONSTRUCTION
N
PROJECT BASELINE
800+00
PROJECT BASELINE STA. 2+99.14=
USACE BASELINE STA. 803+54.13
USACE BASELINE
USACE BASELINE
FENCE W/ SWING GATE
EXIST.
EXIST. CABIN
OP
SWITCHBOARD
FLOOD SIDE
PROTECTED SIDE
BANK LINE
B/ L
W/
L
BANKLINE
ESTELLE PUMPING STATION
OUTFALL CANAL
ESTELLE
PUMPING
STATION
BRIDGE
G G G G
OP
G G G G G G
G
G G G
B
R
ID
G E
LEVEE C/L
DISCHARGE PIPE (TYP.)
X
X
X X
X
U M
W/L
W/L
UE
OP
OP
O P
O P
DIESEL FUEL TANK
FUEL LINES
UNDERGROUND
X
X
X
CANAL
P
IP
E L
IN
E
C A
N A
L
S T
A
L
JPW 94B
AND PLATFORM
EMERGENCY GENERATOR
X X X
.0
800+ 21.50
"SAFE HOUSE"
EXIST.
3677071.892 485060.206
3677476.246
3677475.925
3677726.644 485103.019
3677575.208 484821.011
484524.1543677593.564
3676975.736
3677235.812
484824.553
484362.519
485078.349
485099.104
L
IM
IT
S O
F C
O N
S T
R U
C T
IO
N
POINT X Y
LIMITS OF CONSTRUCTION
EXISTING R.O.W. AND
AREA WITHIN THE R.O.W. SHOWN.
3. THE CONTRACTOR SHALL LOCATE THE TRAILER AND REQUIRED STAGING
2. LOADS ON EXISTING PUMPING STATION BRIDGE SHALL BE MAX HS20-44.
EQUIPMENT AND VEHICLES.
CONDUITS AND FUEL LINES WHEN CROSSING THEM WITH CONSTRUCTION
1. CONTRACTOR SHALL MAT OVER ALL EXISTING UNDERGROUND POWER
NOTES:
SCALE: 1’’ = 40’-0’’
RIGHT-OF-WAY
LEGEND
EXISTING R/W AND LIMITS OF CONSTRUCTION
ITEM NO. DESCRIPTION OWNER DISPOSITION
DO NO DISTURB22" GAS PIPELINE BRIDGELINE GAS CO.
AND POWER POLES
OVERHEAD POWERLINES
ENTERGY CORPORATION DO NO DISTURB
22’’ GAS PIPELINE, BRIDEGLINE GAS CO. (G-1)
EXISTING FACILITIES
G-1
POWER POLES (E-2)
OVERHEAD POWERLINES AND
E-1 AND E-2
OP OVERHEAD POWERLINES
G UNDERGROUND GAS PIPELINE
X UTILITY POLE
(E-1)
POWER POLES
POWERLINES
OVERHEAD
ACCESS ROAD TO DESTRHAN AVE.
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
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 fiof Engineers
US Army Corps of Engineers
US Army Corps
NEW ORLEANS DISTRICT
H -4 -4
M
IS
S
IS
S
IP
P I
V A
L L E
Y D
IV
IS
IO
N
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
L E
C
D P
L
D A
V
ID
P L
O V
E T
T P .E
D E
C E
M B
E R
A N
S I
D
F E
B
J E
F F
E R
S O
N A
N D P
L A
Q U
E M
IN
E S P
A R
IS
H L
O U
IS
IA
N A
W E
S T
W E
G O T
O H
A R
V E
Y P
R O J E
C T S
W B
V -8
W
B V M
IS
C
R E
P A
IR
S F
O R V
A R
IO
U S
H
R R
IC
A N
E P
R O
T E
C T
IO
N P
R O J E
C T
W E
S T
B A
N K A
N D V
IC
IN
IT
Y
N E
W O
R L E
A N
S L
O U
IS
IA
N A
W B
V -1
-S -0
EXISTING FLOODWALL
EXISTING FLOODWALL
C/L EXISTING LEVEE
C/L EXISTING LEVEE
PROJECT LIMITS
X = 3685054.376
Y = 487956.633
PROJECT LIMITS
X = 3682871.095
Y = 484248.136
N
BAYO
U R
O
AD
N.
CONCORD R
D.
BAYO
U R
O
AD
JO
U
R D
A N R
D
FLOOD SIDE
PROTECTED SIDE
22" DIA. PIPELINE
OVERHEAD POWER LINE
STAGING AREA (75 FT. X 75 FT.)
EARTHEN RAMP
EXISTING
AREA (SEE SHT. D-C003)
SCOUR PROTECTION WORK
AREA (SEE SHT. D-C002)
SCOUR PROTECTION WORK
(SEE SHT. D-008)
TOUCH UP PAINT WORK
OPERATIONS
AEP RIVER
PIPELINE OWNER. SEE SHEET G-004 AND THE CONTRACT SPECIFICATIONS FOR DETAILS.
EARTHEN RAMP. IN THIS CASE, THE CONTRACTOR MUST COORDINATE WITH THE
CROSS THE PIPELINE, PIPELINE MATTING MUST BE CONSTRUCTED ADJACENT TO THE
TO CROSS THE 22" DIA. GASLINE WITH STANDARD VEHICLES. IF HEAVY EQUIPMENT IS TO
5. THE CONTRACTOR SHALL UTILIZE THE EXISTING EARTHEN RAMP ON THE FLOODSIDE
D-U005.
4. RIGHT OF WAY AND UTILITY INFORMATION PROVIDED ON SHEETS D-U001 THROUGH
OPERATIONS (222 BAYOU RD., BELLE CHASSE, LA. 70037; (504) 394-6230)
BAYOU RD. ACCESS TO THE FLOODWALL MUST BE COORDINATED WITH AEP RIVER
3. ACCESS TO THE LEVEE IS BY VEHICLE FROM PETERS RD. TO CONCORD RD. AND
STEEL SWING GATE AND ACCESS LADDER (D-008).
MONOLITH 161 (D-C003). ADDITIONAL WORK INCLUDES TOUCH UP PAINTING AT THE
BE MADE IN THREE LOCATIONS - AT MONOLITH 159 (D-C002), MONOLITH 159 (D-C003) AND
2. REPAIRS TO THE SCOUR PROTECTION AT THE LEVEE/FLOODWALL TRANSITION WILL
ED NO. 08-068
CONTRACT NO. W912P8-09-C0008 (SHAVERS-WHITTLE CONSTRUCTION, LLC.)
CANAL, EAST OF HARVEY CANAL FLOODWALLS:
1. WORK TO BE COMPLETED AT THE SITE OF WBV 3B HERO PUMP STATION TO ALGIERS
GENERAL NOTES:
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
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 fiof Engineers
US Army Corps of Engineers
US Army Corps
NEW ORLEANS DISTRICT
H -4 -4
M
IS
S
IS
S
IP
P I
V A
L L E
Y D
IV
IS
IO
N
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
L E
C
D P
L
D A
V
ID
P L
O V
E T
T P .E
D E
C E
M B
E R
A N
S I
D
F E
B
J E
F F
E R
S O
N A
N D P
L A
Q U
E M
IN
E S P
A R
IS
H L
O U
IS
IA
N A
W E
S T
W E
G O T
O H
A R
V E
Y P
R O J E
C T S
W B
V -8
W
B V M
IS
C
R E
P A
IR
S F
O R V
A R
IO
R R
IC
A N
E P
R O
T E
C T
IO
N P
R O J E
C T
W E
S T
B A
N K A
N D V
IC
IN
IT
Y
N E
W O
R L E
A N
S L
O U
IS
IA
N A
W B
V -1
-S -0
D-C001
W B
V
B S
IT
E P
L
N
D-C002
T M
O N
O L
IT
H
W B
V
B S
C O
U R P
R O
T E
C T
IO
N R
E P
IR
AREA (SEE SHT. D-C004)
SCOUR PROTECTION REPAIR
AREA (SEE SHT. D-C004)
SCOUR PROTECTION REPAIR
P.I. L
29+15.00
31+85.00
34+30.00
25+65.00
3684624.206
3684412.653
3684206.142
3684867.594
487465.324
487297.558
487165.730
487716.785
245.00’
270.00’
350.00’
P.I. O
P.I. N
P.I. M
(FACE OF WALL FLOOD SIDE, CENTERLINE LEVEE)
TABLE OF FLOODWALL ALIGNMENT AND NEW LEVEE C/L OFFSETS
W/L STATION EASTINGNORTHINGFWD. AZIMUTHDISTANCE
0.00’
22.96’ RT.
OFFSET FROM B/L
5.26’ LT.
100.0’ RT.
34+85.00 3684153.721487149.086P.I. P 100.0’ RT.
35+75.21 3684069.751487116.129
635.48’
P.I. Q 94.0’ RT.
55.0’
90.21’
C/L LEVEE STATION
OFFSET (FT.)BASELINE STA.NO.
14 142+84.33 27.15
15 143+48.23 64.82
145+47.9216 44.47
SIDE B/L
RT.
LT.
RT.
150+00.00 51.91 RT.
145+79.02 (PROJ.) 47.72 LT.
CONSTRUCTION EASEMENT
OFFSET FROM B/L
OFFSET (FT.)BASELINE STA.NO. SIDE B/L
CONSTRUCTION EASEMENT
OFFSET FROM B/L
12B 141+86.71 54.16
12A 141+30.78 50.46 LT.
LT.
15A 143+87.75 62.27 LT.
15B 144+68.05 56.99 LT.
15C 145+27.79 53.07 LT.
20A 150+99.98 215.39 RT.
20B 151+99.92 210.88 RT.
150+00.0020 214.15 RT.
NOT USED19
150+00.00 66.10 LT.34
16A 146+16.03 39.14 RT.
16B 146+28.77 34.84 RT.
25C 141+86.87 35.10 LT.
25B 141+31.56 32.62 LT.
28B 143+86.81 33.12 LT.
28C 144+67.11 30.93 LT.
28F LT.145+25.04 32.51
28G LT.145+76.17 (PROJ.) 26.49
N
L
.2
L
P I
.6
L
P I
L
L
PROJECT BASELINE
TOP BANK
TO
P BAN
K
T O
E
TOE
W A
L K
W A
Y
TOE
TOE
W
ATER
S
ED
G E
TOE
X
X
XXX
HORSE STALLS
SHELL ROAD
BAYOU BARATARIA
L
L
L
149+00 B/L
148+00 B/L
147+56.23 B/L PI
L
.0
L
P I
X
X
X
HOPPER
STATION
AIR LINE
BUILDING
TOE
WATER
OXYGEN
A
IR
E L E
C T
R
IC
AIR
DIRT ROAD (LEVEE)
AIR
E L E
C T
R
IC
W A
T E
R
A
IR
A
IR
A
IR
AIR
E L E C T R
IC
O X
Y G
E N
OXYGEN LINE
AIR LINE
WATER LINE
WATER LINE
P/P
BAYOU BARATARIA
STEEL BULKHEAD
TOE
STEEL BULKHEAD
WATER LINE
OXYGEN LINE
TOE
TOE
TOE
W/ CANOPY
BUILDING
AI
R
LI
NE
LINE
WATER
BUILDING
FABRICATION SHOP
OXYGEN LINE
WATER LINE
STEEL BULKHEAD
E
WATER LINE
STATION
HOPPER
STATION
HOPPER
STATION
HOPPER
FLOOD SIDE
PROTECTED SIDE
PROPOSED
FLOODWALL
W/L P.I. N
B/L STA. 145+53.75, 5.26’ Lt. =
W/L STA. 31+85.00
W/L STA. 34+30.00
B/L STA. 149+98.21, 100.0’ Rt. =
W/L P.I. O
M A T C
H L
T
A
V E
E
.9
C/L 35’ ROLLER GATE NO. 4
W/L STA. 28+67.00
M A
T C
H L
A
W
A
W/L STA. 26+33.00
C/L 60’ ROLLER GATE NO. 3
HOPPER
STATION
WATER LINE
W A
T
E
ELECTRIC
LINE
WATER LINE
OXYGEN LINE
L
DIRT ROAD (LEVEE)
TOE
L
149148
146145144
142141140139
REQ’D. CONSTRUCTION EASEMENT
REQ’D. CONSTRUCTION EASEMENT
W/L P.I. M
B/L STA. 142+84.33, 22.96’ Lt. =
W/L STA. 29+15.00
PLAN
SCALE: 1" = 30’-0"
END SHEET PILE WALL
W/L STA. 35+15.00 =
PROJECT BASELINE
145A
C/L PROPOSED LEVEE
L
L
L
L
L
L
L
L
B/L STA. 151+43.22, 94.0’ Rt. =
C/L LEVEE STA. 35+75.21
B/L STA. 150+53.21, 100.0’ Rt. =
W/L P.I. P
W/L STA. 34+85.00
C/L LEVEE P.I. Q
C/L LEVEE STA. 35+15.00=
B/L STA. 150+83.14, 98.00’ Rt.
W/L STA. 34+85.00
BEGIN SHEET PILE WALL
END T-WALL
B-2
SEE LEVEE / T-WALL TRANSITION
SCOUR PROTECTION, DWG. 125A
B-3-2A-U
REQ’D. CONSTRUCTION EASEMENT
BEGIN FULL LEVEE SECTION
12A
12B
15A15 15B
15C
16A 16B
20A
20B
25B 25C 28B 28C
28F
28G
FOR DETAILS.
DWG. 125A
EL. 10.5. SEE
CUT SHEET PILE ABOVE
PROT. ABOVE EL. 12.5.
NEW LEVEE & SCOUR
DEGRADE AND REMOVE
WITHIN HATCHED AREA
BOTTOM OF CONCRETE EL. -3.00
BOTTOM OF SHEET PILE EL. -37.00
BOTTOM OF CONCRETE EL. -7.00
-40
-20
-35
W
A
.5
S T
O R
A
M O
N O
L
IT
H
C
L
.0
R O
L L E
R
TOP OF T-WALL EL. 14.0
-15
-5
28+00 W/L 29+00 W/L 30+00 W/L 31+00 W/L 32+00 W/L 33+00 W/L 34+00 W/L 35+00 C/L 36+00 C/L
TOP OF BASE SLAB EL. 0.00
TOP OF SHEET PILE EL. -2.25
S T
A
.0
G A
S T
A
.0
W
.I
M
S T
A
.0
W
N
TOP OF BASE SLAB EL. -4.00
TOP OF SHEET PILE EL. -6.25
S T
A
.0
W
O
C
V E
E
.9
M A
T C
H L
A
T C
H L
A
A
.0
E N
D
S T
O R
A
N O
L
IT
H
W
A
.0
C
.0
R O
L L E
R
G A
S T
A
.0
-35
-20
-5
-15
27+00 W/L
SILL EL. 3.35
-40
B E
G
IN
SCALE: 1’’ = 5’
20’15’10’5’05’30’ 0 120’90’60’30’
SCALE: 1’’ = 30’
WALL LINE STATIONING ALONG FLOOD SIDE FACE OF WALL
S T
A
.0
E
D
E
IL
L L
SCALE: HOR. 1" = 30’-0"
VERT. 1" = 5’-0"
PROFILE
-10 -10
W
A
.2
W
A
.5
W
A
.7
W
A
.0
W
A
.0
W
A
.0
W
A
.0
W
A
.0
W
A
.0
W
A
.0
W
A
.0
W
A
.0
W
A
.0
W
A
.0
W
A
.0
140139 143 144
141 142
145 145A 146 147 148 149
151 153 154 155 156
158152
W
A
.0
W
A
.0
W
A
.0
PZ-22 STEEL SHEET PILE
BOTTOM OF
NOTES:
1. COLD ROLLED SHEET PILING
IS NOT ALLOWED
CONCRETE CURTAIN WALL
20 20
S T
A
.0
B E
F
O O
D W
A
L E
V
A N
S
IT
IO
N
EL. 16.00
W
P
5’
MONOLITH NUMBER139
W
A
.0
S T
A
.0
DESIGN GRADE EL. 12.50
EXIST. GROUND AT W/L
-45
COMPACTED FILL
SHEET PILE EL. -2.25
N .A .V .D
8N .A .V
BASE SLAB EL. 0.00
C/L LEVEE STATION
S T
A
.2
C
Q
SEE LEVEE /T-WALL
TRANSITION SCOUR PROTECTION
DWG. 125A
TS No. 2 TS No. 3
TS No. 4 TS No. 5
TOP OF SHEET PILE EL. 1.25
A JOINT VENTURE
BKI / DEI
TOP OF
TOP OF
50’
SOIL BORINGB-2
-45
EL. 3.50
BERM
SILL EL. 3.50
SILL EL. 3.50
SHEET PILE
EL. -21.00
BOTTOM OF
CONCRETE
EL. 0.50
BOTTOM OF
CONCRETE
EL. -3.00
CONCRETE CURTAIN WALL
(TYP. - SEE DWG. 217)
EARTH BERMS ON BOTH SIDES OF T-WALL NOT SHOWN FOR CLARITY SAKE. SEE TYPICAL SECTIONS.
TS No. 2
W
A
.0
(DWG. 119) (DWG. 119) (DWG. 120)
(DWG. 120) (DWG. 121)
(TYP. - SEE DWG. 217)
CONCRETE CURTAIN WALL
(TYP. - SEE DWG. 217)
EL. 10.5
SHEET ABOVE EL 10.5.
SCOUR PROT. REMOVE
REVISE LEVEE CROW &
V
C T
IO
N
E
W A
L L
B E
E
L 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
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 fiof Engineers
US Army Corps of Engineers
US Army Corps
NEW ORLEANS DISTRICT
H -4 -4
M
IS
S
IS
S
IP
P I
V A
L L E
Y D
IV
IS
IO
N
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
L E
C
D P
L
D A
V
ID
P L
O V
E T
T P .E
D E
C E
M B
E R
A N
S I
D
F E
B
J E
F F
E R
S O
N A
N D P
L A
Q U
E M
IN
E S P
A R
IS
H L
O U
IS
IA
N A
W E
S T
W E
G O T
O H
A R
V E
Y P
R O J E
C T S
W B
V -8
W
B V M
IS
C
R E
P A
IR
S F
O R V
A R
IO
R R
IC
A N
E P
R O
T E
C T
IO
N P
R O J E
C T
W E
S T
B A
N K A
N D V
IC
IN
IT
Y
N E
W O
R L E
A N
S L
O U
IS
IA
N A
W B
V -1
-S -0
AREA (SEE SHT. D-005)
SCOUR PROTECTION REPAIR
AREA (SEE SHT. D-C005)
SCOUR PROTECTION REPAIR
D-C003
R E
P A
IR
A
T M
O N
O L
IT
H S
A
N D
W B
V
B S
C O
U R P
R O
T E
C T
IO
PIPELINE
22" DIA. CHEVRON
PIPELINE
22" DIA. CHEVRON
G A S
P
IP
E L
IN
E
(IF NEEDED)
PIPELINE MAT
P.I. V
P.I. U
FWD. AZIMUTH
TABLE OF FLOODWALL ALIGNMENT AND NEW LEVEE C/L OFFSETS
(FACE OF WALL FLOOD SIDE, CENTERLINE LEVEE)
NORTHING EASTINGC/L LEVEE STATION
485466.417 3682147.57161+90.24
485234.488 3682131.20864+22.74
DISTANCE
310.32’
SIDE B/LBASELINE STA.NO.
CONSTRUCTION EASEMENT OFFSET FROM B/L
OFFSET (FT.)
RT.30 172+24.33 207.00
RT.31 173+58.35 207.00
RT.33 178+09.69
OFFSET FROM B/L
92.00’ RT.
36.48’ LT.
232.50’
173.80
LT.175+50.00 56.41
LT.176+00.00 63.00
LT.176+40.92 63.00
45A
45B
RT.177+00.02 197.91
N
MATCHLINE B/L STA. 181+00.00 = C/L LEVEE STA. 65+03.39
BAYOU B
ARATARIA
FLOOD SIDE
PROTECTED SIDE
M A
T C
H L
A
V
A
.0
PROJECT BASELINE
DIRT ROAD (LEVEE)
BAYOU BARATARIA
L
L
L
L
L
L
L
L
WATERS
EDGE
TOE
TOE
TOE
TOE
WATERS EDGE
SCALE: 1" = 30’-0"
PLAN
C/L PROPOSED LEVEE
REQ’D CONSTRUCTION EASEMENT
C/L LEVEE STA. 64+22.74
C/L LEVEE P.I. V
B/L STA. 179+04.12, 36.48’ Lt. =
C/L LEVEE STA. 60+45.51
B/L STA. 175+65.61, 92.0’ Rt. =
C/L PROPOSED LEVEE
GATE (TO BE REMOVED BY CONTRACTOR)
END SHEET PILE WALL
BEGIN FULL LEVEE SECTION
W/L STA. 63+55.28 =
C/L LEVEE STA. 63+55.28 =
W/L STA. 62+55.28 =
C/L LEVEE STA. 62+55.28 =
END FULL LEVEE SECTION
B/L STA. 177+64.55, 56.06’ Rt.
B/L STA. 178+47.89, 0.80’ Rt.
C/L LEVEE STA. 63+85.28 =
B/L STA. 177+37.93, 70.21’ Rt.
C/L LEVEE STA. 62+25.28 =
BEGIN SHEET PILE WALL
C/L LEVEE STA. 61+90.24
C/L LEVEE P.I. U
B/L STA. 177+10.34, 92.0’ Rt. =
B-5
SCOUR PROTECTION, DWG. 125A & 125B
LEVEE/T-WALL TRANSITION - SEE
B-3-8U
BEGIN SHEET PILE WALL
END T-WALL
BEGIN T-WALL
END SHEET PILE WALL
45A 45B
C/L 14’ RAMP NO. 4 (DWG. 123)
W
ATE
R’ S
EDGE
TOE
B/L STA. 178+71.28, 18.21’ Lt.
REMOVE LEVEE EMBANKMENT
AND SCOUR PROTECTION
WITHIN HATCHED AREA
FROM EL 16.0 TO EL. 12.5.
REMOVE SHEET PILE ABOVE
EL 10.5. SEE DWG. 125A
FOR DETAILS
21 3 4 5
SCALE: 1’’ = 5’
20’15’10’5’05’30’ 0 120’90’60’30’
SCALE: 1’’ = 30’
PROFILE
VERT. 1" = 5’-0"
HOR. 1" = 30’-0"SCALE:
C/L LEVEE STATIONING
S T
A
.2
C
V
U
65+00 C/L64+00 C/L63+00 C/L
-5
57+00 C/L 58+00 C/L 59+00 C/L 60+00 C/L 61+00 C/L 62+00 C/L
-5
C
V
A
.0
M A
T C
H L
A
-10 -10
20 20
C
V
A
.3
M A
T C
H L
A
V
V
S T
A
.7
5’
5’
PIPELINE
B
A
.0
-15
-20
-35
B E
E
L L
TOP OF T-WALL EL. 14.0
-15
-20
-35
B E
W A
L L
E
E
L L
S T
A
.2
B E
V
C T
IO
N
E
V
C T
IO
N
W
A
.2
C
V
A
.2
W
A
.2
B-5 SOIL BORING
LEGEND
EXIST. GROUND AT C/L LEVEE
-40 -40
BOTTOM OF SHEET PILE EL. -37.00
PZ-22 STEEL SHEET PILE
COMPACTED FILL
W
A
.2
TOP OF SHEET PILE EL. -4.75N
.A .V
N .A .V
SEE LEVEE/T-WALL
TRANSITION SCOUR
PROTECTION
COMPACTED FILL
DWG. 125A & 125B DWG. 125A & 125B
SEE LEVEE/T-WALL
TRANSITION SCOUR PROTECTION
A JOINT VENTURE
BKI / DEI
C
A
.5
B
A
.6
C
R A
EL. 16.0EL. 16.0
5’
E
W A
L L
B E
E
L L
W
A
.2
E
E
L L
S T
A
.2
S T
A
.2
W
A
.2
S T
A
.2
5’
TOP OF T-WALL BASE SLAB EL. -2.50
BOTTOM OF CONCRETE EL. -5.50
TS No. 6 (DWG. 121) TS No. 6 (DWG. 121)
DESIGN GRADE EL. 12.50 DESIGN GRADE EL. 12.50
EL. 10.5
REVISE NEW LEVEE &
PILE. SEE NOTE 1
SCOUR PROT. AND SHEET
TRENCH EL. 7.00
BOTTOM OF PIPELINE REVISE NEW LEVEE &
PILE. SEE NOTE 1
SCOUR PROT. AND SHEET
NOTE:
1.
SEE DWG. 125A FOR DETAILS
CUT AND REMOVE SHEET PILE TO EL. 10.5
REPLACE SCOUR PROTECTION TO EL 12.5.
SCOUR PROTECTION ABOVE EL 12.5.
DEGRADE AND REMOVE NEW LEVEE AND
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
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 fiof Engineers
US Army Corps of Engineers
US Army Corps
NEW ORLEANS DISTRICT
H -4 -4
M
IS
S
IS
S
IP
P I
V A
L L E
Y D
IV
IS
IO
N
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
L E
C
D P
L
D A
V
ID
P L
O V
E T
T P .E
D E
C E
M B
E R
A N
S I
D
F E
B
J E
F F
E R
S O
N A
N D P
L A
Q U
E M
IN
E S P
A R
IS
H L
O U
IS
IA
N A
W E
S T
W E
G O T
O H
A R
V E
Y P
R O J E
C T S
W B
V -8
W
B V M
IS
C
R E
P A
IR
S F
O R V
A R
IO
R R
IC
A N
E P
R O
T E
C T
IO
N P
R O J E
C T
W E
S T
B A
N K A
N D V
IC
IN
IT
Y
N E
W O
R L E
A N
S L
O U
IS
IA
N A
W B
V -1
-S -0
T A
IL
S O
F
W B
V
B S
C O
U R P
R O
T E
C T
IO
N R
E P
D-C004
SCOUR PROTECTION PLAN
W /L S
T A .0
W /L S
T A .0
W /L S
T A .0
W /L S
T A .0
W /L S
T A .5
REPLACE SEALANT
LEGEND
FLOOD SIDE
PROTECTED SIDE
EL. 12.5
H :1
V
4V:1H
H :1
V
7 FT.
24.4 FT.
40 FT.
2.83 FT.
50 FT.
EL. 3.5
EXPANSION JOINT (TYP.)
N.T.S.
EL. 14.0
FLOODWALL,
TOP OF
UNDERLYING VOIDS.
THE COLD MIX ASPHALT SHALL BE COMPACTED TO COMPLETELY FILL THE GAP AND ANY
SHALL BE FILLED USING COLD MIX ASPHALT PRODUCT LISTED ON THE LADOTD QPL 75.
SEALANT AND WOOD FILLED STRIP SHALL BE REMOVED AND THE HORIZONTAL GAP
B) WHERE "COLD MIX ASPHALT REPAIR" IS INDICATED ON THE DRAWINGS: THE EXISTING
STRIP MUST BE REMOVED AND COLD MIX ASPHALT USED TO FILL THE GAP.
SEALANT CAN BE FOUND TO SATISFY BOTH PERFORMANCE REQUIREMENTS, THE FILLER
BOTH FILL THE GAP AND PROVIDE SUFFICIENT FLEXIBILITY TO BRIDGE THE GAP. IF NO
SEALANT MEETING THE REQUIREMENTS OF ASTM D6690 TYPE IV. THE SEALANT MUST
SEALANT SHALL BE REMOVED AND THE HORIZONTAL GAP SHALL BE FILLED WITH A NEW
A) WHERE "REPLACE SEALANT" IS INDICATED ON THE DRAWINGS: THE EXISTING FAILED
FOLLOWING:
ALL SCOUR PROTECTION REPAIRS SHALL BE DONE IN ACCORDANCE WITH THE
NOTES:
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
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 fiof Engineers
US Army Corps of Engineers
US Army Corps
NEW ORLEANS DISTRICT
H -4 -4
M
IS
S
IS
S
IP
P I
V A
L L E
Y D
IV
IS
IO
N
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
L E
C
D P
L
D A
V
ID
P L
O V
E T
T P .E
D E
C E
M B
E R
A N
S I
D
F E
B
J E
F F
E R
S O
N A
N D P
L A
Q U
E M
IN
E S P
A R
IS
H L
O U
IS
IA
N A
W E
S T
W E
G O T
O H
A R
V E
Y P
R O J E
C T S
W B
V -8
W
B V M
IS
C
R E
P A
IR
S F
O R V
A R
IO
R R
IC
A N
E P
R O
T E
C T
IO
N P
R O J E
C T
W E
S T
B A
N K A
N D V
IC
IN
IT
Y
N E
W O
R L E
A N
S L
O U
IS
IA
N A
W B
V -1
-S -0
D-C005
E
T A
IL
S O
F
W B
V
B S
C O
U R P
R O
T E
C T
IO
N R
E P
/L S
T A .2
159 160 161160
W /L S
T A .2
W /L S
T A .7
W /L S
T A .2
W /L S
T A .2
W /L S
T A .2
W /L S
T A .7
REPLACE SEALANT
COLD MIX ASPHALT REPAIR
LEGEND
W /L S
T A .7
W /L S
T A .2
W /L S
T A .2
W /L S
T A .2
W /L S
T A .7
EL. 12.5
H :1
V
5V:1H
EL. 12.5
5V:1H
PROTECTED SIDE
FLOOD SIDE
PROTECTED SIDE
FLOOD SIDE
SEE NOTES ON SHEET D-C004 FOR REPAIR DETAILS.
NOTES:
19.8 FT.
15.6 FT.
4.5 FT.
4.5 FT.
26.6 FT.
3 FT.
4 FT.
45 FT.
2.83 FT.
2.83 FT.
6 FT.
3 FT.
27.5 FT.
10 FT.
23 FT.
EL. 7.0
0.5 FT.
19.8 FT.
25.2 FT.
JOINT (TYP.)
EXPANSION
EXPANSION JOINT (TYP.)
EL. 7.0
1 FT.
36.4 FT.
42 FT.
EL. 14.0
FLOODWALL,
TOP OF
EL. 14.0
FLOODWALL,
TOP OF
H :1
V
SCOUR PROTECTION PLAN
N.T.S.
H :1
V
H :1
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
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 fiof Engineers
US Army Corps of Engineers
US Army Corps
NEW ORLEANS DISTRICT
H -4 -4
M
IS
S
IS
S
IP
P I
V A
L L E
Y D
IV
IS
IO
N
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
L E
C
D P
L
D A
V
ID
P L
O V
E T
T P .E
D E
C E
M B
E R
A N
S I
D
F E
B
J E
F F
E R
S O
N A
N D P
L A
Q U
E M
IN
E S P
A R
IS
H L
O U
IS
IA
N A
W E
S T
W E
G O T
O H
A R
V E
Y P
R O J E
C T S
W B
V -8
W
B V M
IS
C
R E
P A
IR
S F
O R V
A R
IO
R R
IC
A N
E P
R O
T E
C T
IO
N P
R O J E
C T
W E
S T
B A
N K A
N D V
IC
IN
IT
Y
N E
W O
R L E
A N
S L
O U
IS
IA
N A
W B
V -1
-S -0
REPAIR - 35’ ROLLER GATE
REPAIR - ACCESS LADDER SECURITY COVER
NOT LESS THAN 90 PERCENT BY WEIGHT OF METALLIC ZINC POWDER IN DRIED FILM.
TOUCHED UP USING TWO COATS OF A ZINC RICH COLD GALVANIZING PAINT CONTAINING
DAMAGED GALVANZIING ON HINGES OF THE SECURITY COVER SHALL BE CLEANED AND
AREA TO BE REPAIRED IS APPROX. 10 SQUARE FEET.
COMPANY AND OTHERS).
CHIP 262.31 OF FEDERAL COLOR STANDARD 595 (AVAILABLE FROM COOK PAINT
READY MIX GRAY VINYL PAINT (FEDERAL FORMULA V-766E) APPROXIMATELY COLOR
4. PAINT AS REQUIRED IN SPECIFICATION SECTION 09 97 02.01 12. PAINT SHALL BE
REPAIR AREA USING THE APPROPRIATE KETONE SOLVENT.
SPECIFICATIONS BEFORE PROCEEDING. THEN, FEATHER AND SEAL THE EDGES OF THE
THE CONTRACTING OFFICER TO VERIFY IT MEETS THE APPLICABLE PAINTING
BUT MINIMALLY BEYOND THE DAMAGE. THE SURFACE PROFILE SHALL BE APPROVED BY
PREPARATION MUST INCLUDE ALL THE "BARE" AREA BUT DOES NOT NEED TO EXTEND
THE BARE SECTION HAS TO BE PREPARED IN ACCORDANCE WITH SSPC SP5. NOTE THE
3. IN THE AREAS WHERE THE DAMAGE TO THE PAINT DOES EXTEND TO THE SUBSTRATE,
KETONE SOLVENT.
FEATHER AND SEAL THE EDGE OF THE DAMAGED SECTION USING THE APPROPRIATE
2. IN AREAS WHERE THE DAMAGE TO THE PAINT DOES NOT EXTEND TO THE SUBSTRATE,
PRESSURE WASH TO REMOVE CLEANSER.
SOIL, GREASE OR OTHER MATERIALS THAT MY INTERFERE WITH PROPER ADHESION.
1. CLEAN SURFACE IN ACCORDANCE WITH SSPC SP1 TO REMOVE ANY DEPOSITS OF
FOLLOWS:
THE VINYL PAINT SYSTEM ON THE 35 FT. ROLLER GATE SHALL BE REPAIRED AS
EQUIPMENT, STORING MATERIALS, ETC.
THE FLOODWALL. BEYOND THIS, AEP RIVER OPERATIONS MAY BE OPERATING
3. IN ALL LOCATIONS, A 10 FT. ACCESS CORRIDOR IS MAINTAINED ON EITHER SIDE OF
ACCORDANCE WITH DETAILS PROVIDED AND THE CONTRACT SPECIFICATIONS.
2. REPAIRS TO THE STEEL ROLLER GATE AND ACCESS LADDER MUST BE PERFORMED IN
(222 BAYOU RD., BELLE CHASSE, LA. 70037; (504) 394-6230)
1. ACCESS TO THE FLOODWALL SHALL BE COORDINATED WITH AEP RIVER OPERATIONS
GENERAL NOTES:
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
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 fiof Engineers
US Army Corps of Engineers
US Army Corps
NEW ORLEANS DISTRICT
H -4 -4
M
IS
S
IS
S
IP
P I
V A
L L E
Y D
IV
IS
IO
N
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
L E
C
D P
L
D A
V
ID
P L
O V
E T
T P .E
D E
C E
M B
E R
A N
S I
D
F E
B
J E
F F
E R
S O
N A
N D P
L A
Q U
E M
IN
E S P
A R
IS
H L
O U
IS
IA
N A
W E
S T
W E
G O T
O H
A R
V E
Y P
R O J E
C T S
W B
V -8
W
B V M
IS
C
R E
P A
IR
S F
O R V
A R
IO
R R
IC
A N
E P
R O
T E
C T
IO
N P
R O J E
C T
W E
S T
B A
N K A
N D V
IC
IN
IT
Y
N E
W O
R L E
A N
S L
O U
IS
IA
N A
W B
V -1
-S -0
EXISTING FLOODWALL
N
SCALE: 1" = 50’
N C
O N
C O
R D R
D
FLOOD SIDE
MONOLITH 130
MONOLITH 139
(60’ ROLLER GATE)
MONOLITH 144
(35’ ROLLER GATE)
MONOLITH 158
OPERATIONS
AEP RIVER
LADDER (MONOLITH 143)
EMERGENCY ACCESS
FLOODWALL PLAN
B A Y O
U R
D
PROTECTED SIDE
THIS SHEET)
REPAIR AREA (SEE DETAILS
OPERATIONS)
(THROUGH AEP RIVER
ACCESS TO FLOODWALL
D-C008
W B
V
B
R E
P A
IR
S I
N F
L O
O D
W A
L L R
E A
NO. X Y
LIMITS OF CONSTRUCTION
EXISTING LEVEE R/W AND
22A
22B
22C
25A
25B
25C
25D
3685035.073
3685087.648
3685028.972
3685012.268
3684979.517
3684996.866
3684943.392
3684892.905
3684752.947 487551.595
487899.819
487866.579
487849.362
487892.551
487696.205
487521.458
487882.979
487944.415
487988.545
3684743.908
3684704.246
3684714.017 487511.348
487560.741
NO. X Y
LIMITS OF CONSTRUCTION
EXISTING LEVEE R/W AND
3684419.854
3684428.363
3684839.559
3684600.311
3684601.360 487394.879
487492.321
487739.583
487355.961
28A
28B
28C
28D
28E
28F
28G
3684383.592
487253.512
487338.325
3684461.146
3684452.226
3684410.292
3684570.714
487336.705
487320.583
487370.576
487389.000
3684494.093
3684507.673
3684555.075
487266.778
487296.646
487283.686
LEGEND
LIMITS OF CONSTRUCTION
EXISTING LEVEE/FLOODWALL C/L
PROJECT BASELINE (B/L)
EXISTING LEVEE R/W AND LIMITS OF CONSTRUCTION
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
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 fiof Engineers
US Army Corps of Engineers
US Army Corps
NEW ORLEANS DISTRICT
H -4 -4
M
IS
S
IS
S
IP
P I
V A
L L E
Y D
IV
IS
IO
N
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
L E
C
D P
L
D A
V
ID
P L
O V
E T
T P .E
D E
C E
M B
E R
A N
S I
D
F E
B
J E
F F
E R
S O
N A
N D P
L A
Q U
E M
IN
E S P
A R
IS
H L
O U
IS
IA
N A
W E
S T
W E
G O T
O H
A R
V E
Y P
R O J E
C T S
W B
V -8
W
B V M
IS
C
R E
P A
IR
S F
O R V
A R
IO
R R
IC
A N
E P
R O
T E
C T
IO
N P
R O J E
C T
W E
S T
B A
N K A
N D V
IC
IN
IT
Y
N E
W O
R L E
A N
S L
O U
IS
IA
N A
W B
V -1
-S -0
EXISTING FACILITIES
DESCRIPTION OWNER
O-1
W-1
P-1
P-2
P-3
P-4
OXYGEN
AIR LINE
DISPOSITION
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
OFFSETB/L STATION
136+13
136+11
144+70
136+56 TO 139+19
141+07 T0 141+69
142+55 TO 146+00
VARIES (LT. AND RT.)
VARIES (LT. AND RT.)
VARIES (LT. AND RT.)
VARIES (LT. AND RT.)
VARIES (RT.)
VARIES (LT. )
F-1 DO NOT DISTURB145+75 VARIES (LT. AND RT.)FENCE
AEP RIVER OPERATIONS
AEP RIVER OPERATIONS
AEP RIVER OPERATIONS
AEP RIVER OPERATIONS
AEP RIVER OPERATIONS
AEP RIVER OPERATIONS
AEP RIVER OPERATIONS
(ABOVE GROUND)
PIPELINE
ITEM
(ABOVE GROUND)
PIPELINE
(ABOVE GROUND)
PIPELINE
(ABOVE GROUND)
PIPELINE
N
.3
L
P I
O X
Y G
E
W A
T
E
C/L CONCORD ROAD
PROJECT BASELINE
O-1 W-1
P-1
22A
22B
22C
EXISTING FLOODWALL
P-3
PROTECTED SIDE
FLOOD SIDE
28A
28B
28E
28D
28G
28F
28C
25A
25B
25D25C
B
L
P I
.6
31A
31B
P-2
LIMITS OF CONSTRUCTION
EXISTING LEVEE R/W AND
P-4
LIMITS OF CONSTRUCTION
EXISTING LEVEE R/W AND
B
A
.1
L
IM
IT
N S
T R
U C
T
IO
F-1
X X
X M
A T C
H L
U
M A T C
H L
U
RIGHT-OF-WAY
SCALE: 1" = 50’
D-U001
R
IG
H T -O
F -W
A Y O
F
W B
V
B U
T
IL
IT
Y D
IS
P O
S
IT
IO
N A
BAYOU BARATARIA
WALKWAY
.8
CRUSHED STONE ROAD
EXISTING LE
VEE C/
L
FLOOD S
IDE
38A
38B
38C
38D
N
PROJECT BASELINE
149+00
148+00
147+56.23 PI
EXISTING LEVEE C/L
33A
33B
33C M A
T C
H L
U
PROTECTED SIDE
FLOOD SIDE
RIGHT-OF-WAY
SCALE: 1" = 50’
LIMIT
S OF CONSTRUCTION
EXISTING LE
VEE R/
W AND
ACCESS ROAD (JOURDAN RD.)
N
PROJECT BASELINE
149+00
148+00
147+56.23 PI
28G
31A
31B
33A
33B
33C
20C
L
P-1
F-1
X X
X
E-1
M A T C
H L
U
M A T C
H L
U
M A
T C
H L
U
NO.
38D
38C
38B
3683179.8238A
X Y
3683411.676 487018.484
3683504.362 486768.645
3683375.534 487000.184
486883.988
3683186.368 486875.237
3683120.448 486826.257
3683113.401 486835.786
3683348.938 486643.488
33A
3683980.3433B
33C
3684217.424 487124.291
3684169.893 487273.986
3684074.227 487244.907
487210.365
3683692.923 487124.093
3684254.706 487006.877
LIMITS OF CONSTRUCTION
EXISTING LEVEE R/W AND
31A
31B
487321.009
487313.468 3684328.395
3684339.522
TELEPHONE LINES
OVERHEAD ELECTIC AND
SERVICES
MCDONOUGH MARINE
EXISTING FACILITIES
ITEM NO. DESCRIPTION OWNER
E-1
P-1
DISPOSITION
DO NOT DISTURB
DO NOT DISTURB
OFFSETB/L STATION
160+09 VARIES (LT. AND RT.)
VARIES (LT. AND RT.)
(ABOVE GROUND)
PIPELINE
146+00 TO 160+09OPERATIONS
AEP RIVER
LEGEND
LIMITS OF CONSTRUCTION
EXISTING LEVEE/FLOODWALL C/L
PROJECT BASELINE (B/L)
EXISTING LEVEE R/W AND LIMITS OF CONSTRUCTION
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
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 fiof Engineers
US Army Corps of Engineers
US Army Corps
NEW ORLEANS DISTRICT
H -4 -4
M
IS
S
IS
S
IP
P I
V A
L L E
Y D
IV
IS
IO
N
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
L E
C
D P
L
D A
V
ID
P L
O V
E T
T P .E
D E
C E
M B
E R
A N
S I
D
F E
B
J E
F F
E R
S O
N A
N D P
L A
Q U
E M
IN
E S P
A R
IS
H L
O U
IS
IA
N A
W E
S T
W E
G O T
O H
A R
V E
Y P
R O J E
C T S
W B
V -8
W
B V M
IS
C
R E
P A
IR
S F
O R V
A R
IO
R R
IC
A N
E P
R O
T E
C T
IO
N P
R O J E
C T
W E
S T
B A
N K A
N D V
IC
IN
IT
Y
N E
W O
R L E
A N
S L
O U
IS
IA
N A
W B
V -1
-S -0
D-U002
R
IG
H T -O
F -W
A Y O
F
W B
V
B U
T
IL
IT
Y D
IS
P O
S
IT
IO
N A
42A
3682975.985 486700.818
3683118.605 486484.902
3682826.925 486514.048
42B 3682462.968 486060.221
NO. X Y
LIMITS OF CONSTRUCTION
EXISTING LEVEE R/W AND
EXISTING LEVEE C/L
42B
CRUSHED STONE ROAD
BAYOU BARATARIA
CANOPY
EXISTING LEVEE C/L
PROTECTED SIDE
FLOOD SIDE
42A
38D
N
M A
T C
H L
U
M A
T C
H L
U
M A
T C
H L
U
RIGHT-OF-WAY
SCALE: 1" = 50’
LIMITS OF CONSTRUCTION
EXISTING LEVEE R/W AND
M
A T C
H L
U
LEGEND
LIMITS OF CONSTRUCTION
EXISTING LEVEE/FLOODWALL C/L
PROJECT BASELINE (B/L)
EXISTING LEVEE R/W AND LIMITS OF CONSTRUCTION
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
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 fiof Engineers
US Army Corps of Engineers
US Army Corps
NEW ORLEANS DISTRICT
H -4 -4
M
IS
S
IS
S
IP
P I
V A
L L E
Y D
IV
IS
IO
N
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
L E
C
D P
L
D A
V
ID
P L
O V
E T
T P .E
D E
C E
M B
E R
A N
S I
D
F E
B
J E
F F
E R
S O
N A
N D P
L A
Q U
E M
IN
E S P
A R
IS
H L
O U
IS
IA
N A
W E
S T
W E
G O T
O H
A R
V E
Y P
R O J E
C T S
W B
V -8
W
B V M
IS
C
R E
P A
IR
S F
O R V
A R
IO
R R
IC
A N
E P
R O
T E
C T
IO
N P
R O J E
C T
W E
S T
B A
N K A
N D V
IC
IN
IT
Y
N E
W O
R L E
A N
S L
O U
IS
IA
N A
W B
V -1
-S -0
D-U003
R
IG
H T -O
F -W
A Y O
F
W B
V
B U
T
IL
IT
Y D
IS
P O
S
IT
IO
N A
45A 3682337.74
45B
45C
3682352.798 485921.579
3682271.061
3682363.002
3682312.789
3682069.96
3682022.195 485437.382
485539.000
485426.757
485459.19
485502.84
485815.329
NO. X Y
LIMITS OF CONSTRUCTION
EXISTING LEVEE R/W AND
EXISTING FACILITIES
ITEM NO. DESCRIPTION OWNER DISPOSITION
DO NOT DISTURBCHEVRON22" GAS PIPELINEG-1
OFFSETB/L STATION
178+06 VARIES (LT. AND RT.)
G-1
CRUSHED STONE ROAD
PROJECT BASELINE
BAYOU BARATARIA
EXISTING LEVEE C/L
FLOOD SIDE
PROTECTED SIDE
45B
45 45A
45C
M A
T C
H L
U
M A
T C
H L
U
MATCHLINE D-
U004
EXISTING LEVEE R/W
RIGHT-OF-WAY
SCALE: 1" = 50’
N
P R
O J E
S
E L
IN
E
3+
2+
E X
IS
T
V
L
A
L
IM
N S
T R
U C
T
IO
N
E X
IS
T
V
MATCHLINE D-
U005
LIMITS OF CONSTRUCTION
EXISTING LEVEE R/W AND
LEGEND
LIMITS OF CONSTRUCTION
EXISTING LEVEE/FLOODWALL C/L
PROJECT BASELINE (B/L)
EXISTING LEVEE R/W AND LIMITS OF CONSTRUCTION
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
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 fiof Engineers
US Army Corps of Engineers
US Army Corps
NEW ORLEANS DISTRICT
H -4 -4
M
IS
S
IS
S
IP
P I
V A
L L E
Y D
IV
IS
IO
N
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
L E
C
D P
L
D A
V
ID
P L
O V
E T
T P .E
D E
C E
M B
E R
A N
S I
D
F E
B
J E
F F
E R
S O
N A
N D P
L A
Q U
E M
IN
E S P
A R
IS
H L
O U
IS
IA
N A
W E
S T
W E
G O T
O H
A R
V E
Y P
R O J E
C T S
W B
V -8
W
B V M
IS
C
R E
P A
IR
S F
O R V
A R
IO
R R
IC
A N
E P
R O
T E
C T
IO
N P
R O J E
C T
W E
S T
B A
N K A
N D V
IC
IN
IT
Y
N E
W O
R L E
A N
S L
O U
IS
IA
N A
W B
V -1
-S -0
D-U004
R
IG
H T -O
F -W
A Y O
F
W B
V
B U
T
IL
IT
Y D
IS
P O
S
IT
IO
N A
50A
50B
50C
50D
NO. X Y
LIMITS OF CONSTRUCTION
EXISTING LEVEE R/W AND
47A
3682291.588
3682297.385
3682259.748
3681957.684
3681962.689
3682169.546
3682257.379
3682248.000
3682300.321
3682358.617
3682136.216
3682228.175
3682449.631
3682643.660
3682520.154
3682899.968
3682815.970
3682876.298 484117.770
484436.976
484285.676
484421.422
484518.212
484430.621
484621.815
484581.291
484715.463
484755.000
485015.322
484981.786
484882.338
485210.307
485029.024
484806.667
484786.827
484781.258
LEGEND
LIMITS OF CONSTRUCTION
EXISTING LEVEE/FLOODWALL C/L
PROJECT BASELINE (B/L)
EXISTING LEVEE R/W AND LIMITS OF CONSTRUCTION
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
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 fiof Engineers
US Army Corps of Engineers
US Army Corps
NEW ORLEANS DISTRICT
H -4 -4
M
IS
S
IS
S
IP
P I
V A
L L E
Y D
IV
IS
IO
N
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
L E
C
D P
L
D A
V
ID
P L
O V
E T
T P .E
D E
C E
M B
E R
A N
S I
D
F E
B
J E
F F
E R
S O
N A
N D P
L A
Q U
E M
IN
E S P
A R
IS
H L
O U
IS
IA
N A
W E
S T
W E
G O T
O H
A R
V E
Y P
R O J E
C T S
W B
V -8
W
B V M
IS
C
R E
P A
IR
S F
O R V
A R
IO
R R
IC
A N
E P
R O
T E
C T
IO
N P
R O J E
C T
W E
S T
B A
N K A
N D V
IC
IN
IT
Y
N E
W O
R L E
A N
S L
O U
IS
IA
N A
W B
V -1
-S -0
9+
0+
8+
E X
IS
T
V
L
M A
T C
H L
U
N
TOP
BANK
PROJECT BASELINE
P R
O
JE
C T
B
AS
ELI
N E
.1
PROTECTED SIDE
FLOOD SIDE
.9
P .I.#
B/ L 194+
N
N U
M E
N T E
D
B
L
0 1
EXISTING LEVEE C/L
50A 50D
50C50B
47A
EXISTING LEVEE C/L
LIMITS OF CONSTRUCTION
EXISTING LEVEE R/W AND
LIM
ITS O
F CO
N
STRU
CTIO
N
M A
T C
H L
U
ACCESS ROAD (BAYOU ROAD)
LIMITS OF CONSTRUCTION
EXISTING LEVEE R/W AND
RIGHT-OF-WAY
SCALE: 1" = 50’
L
IM
N S
T R
U C
T
IO
N
E X
IS
T
V
D-U005
IG
H T -O
F -W
A Y O
F
W B
V
B U
T
IL
IT
Y D
IS
P O
S T
IO
N A
File details come from the government source that posted it. Updated .