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A N
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D .J .S S .D .B
N O
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NEW ORLEANS DISTRICT
S O
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IC
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A T
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N N
O
F
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A M
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D W
N B
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C K
D B
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D E
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D B
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D B
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P L
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C O
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IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E
W O
R L E
A N
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T R
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N E
W O
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N A
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A T
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N
J U
N E
LEGEND FOR DISPOSITION OF FACILITIES
TO BE REMOVED
TO BE REPLACED
BY CONTRACTOR(1)
(2)
(A)
(B)
BY OWNER
PRIOR TO CONSTRUCTION
CONCURRENT WITH CONSTRUCTION
TO BE RELOCATED
DISPOSITION OF EXISTING FACILITIES
ITEM DESCRIPTION STATION OWNER DISPOSTION
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
CHILDREN'S HOSP.
UNKNOWN
LP-6
LP-7
LP-8
FN-12
DI-3
C-3
FN-13
LP-9
LP-10
LP-11
FN-14
FN-15
FN-16
LIGHT POLE
LIGHT POLE
LIGHT POLE
LIGHT POLE
LIGHT POLE
LIGHT POLE
FENCE
FENCE
FENCE
FENCE
CULVERT
DRAIN INLET
FENCE
124+92
127+04
129+05
128+94 TO 129+87
130+13
130+29
130+60 to 131+45
131+50
133+11
133+21
133+89 TO 133+98
133+89 TO 134+97
134+00
AUDUBON PARK
RC-5 132+45RAMP CROSSING (ASPHALT)
128+05 DO NOT DISTURBOE-72 OVERHEAD ELECTRIC LINE ENTERGY
NEW ORLEANS PUBLIC BELT
ENTERGY
AT & T
POINTS OF CONTACT FOR FACILITIES
OWNER
CARY LOMBARD 504-299-6954
NEW ORLEANS, LA 70115
4822 TCHOUPITOULAS STREET
NEW ORLEANS, LA 70161
P.O. BOX 61000
NEW ORLEANS, LA 70112
840 POYDRAS STREET, RM 1419
NEW ORLEANS, LA 70118
6500 MAGAZINE STREET
CL4455@ATT.COM
CONTACT PHONE ADDRESS EMAIL
DO NOT DISTURB
NOPB
NOPB
RC-6 PARKING LOT
RC-7 PARKING LOT
RR-1 RAIL ROAD TRACKS
CHILDREN'S HOSPITAL
NEW ORLEANS, LA 70118
200 HENRY CLAY AVENUE
NOPB DO NOT DISTURB
AUDUBON NATURE INSTITUTE
AUDUBON NATURE INSTITUTE
AUDUBON NATURE INSTITUTE
AUDUBON NATURE INSTITUTE
AUDUBON NATURE INSTITUTE
AUDUBON NATURE INSTITUTE
AUDUBON NATURE INSTITUTE
AUDUBON NATURE INSTITUTE
AUDUBON NATURE INSTITUTE
AUDUBON NATURE INSTITUTE
AUDUBON NATURE INSTITUTE
COP-1 CHILDREN'S HOSP.
JUSTIN OLSEN 504-896-9452 JUSTIN.OLSEN@LCMCHEALTH.ORG
(1)(B)
(1)(B)
(1)(B)
CARL KOCUR 504-896-7423 CARLK@NOPB.COM
PATRICIA MILES 504-595-3847 PMILES@ENTERGY.COM
ASHLEY McCLARAN 504-940-7219
AUDUBONINSTITUTE.ORG
AMCCLARAN@
H
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C-103
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A N
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H -4 -4
D .J .S S .D .B
N O
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NEW ORLEANS DISTRICT
S O
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N N
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C O
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IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W O
R L E
A N
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T R
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J U
N E
SEE NOTE 1
DEMO PLAN
SCALE: 1"=15'
SHEET PILE
CENTER LINE
'-0
SEE NOTE 2
SEE NOTE 3
LEGEND
DEMOLITION
LIMIT OF
CONSTRUCTION
LIMIT OF
CONSTRUCTION
CONSTRUCTION EASEMENT
SEE NOTE 4
SEE NOTE 4
AND METHODS WHICH MUST BE APPROVED BY CONTRACTING OFFICER.
6. DEMO AREAS SHOWN ARE APPROXIMATE. EXACT LIMITS WILL BE BASED ON CONTRACTOR'S MEANS
FOR SHEET PILE INSTALLATION. REPLACE FENCE IN KIND PRIOR TO END OF CONSTRUCITON.
5. REMOVE EXISTING WOODEN FENCE AS NECCESSARY TO ACCESS CHILDREN'S HOSPITAL PARKING LOT
SIDEWALK ARE TO BE REPLACED IN KIND.
ASPHALT PARKING LOT TO THE ROADWAY OUTSIDE OF THE WORK AREA. CONCRETE CURB AND
VEHICULAR AND PEDESTRAIN TRAVEL PATH. CRUSHED STONE SHALL BE PLACED TO CONNECT THE
4. DEMO CONCRETE CURB AND SIDEWALK AT END OF PARKING LOT TO ALLOW FOR THE TEMPORARY
FOR BIDDING, ASSUME AN L-TYPE BARRIER 24" HIGH, 12" BASE, 6" THICK AND 8' LONG.
TO LIMITS THAT WOULD PREVENT INTERFERENCE WITH REQUIRED CONCRETE AND PILE PLACEMENT.
3. UNKNOWN CONCRETE STRUCTURE AT RAILROAD CROSSING SHALL BE INVESTIGATED AND REMOVED
IN KIND.
ALONG WITH ANY OTHER PORTION DAMAGED AS A RESULT OF CRANE LOADING SHALL BE REPLACED
A 12' WIDE STRIP OF ASPHALT SECTION TO PERFORM SHEETPILE INSTALLATION. THAT SECTION,
2. DEMO AND REPLACE ALL ASPHALT THAT WAS DAMAGED AS A RESULT OF THIS CONTRACT. REMOVE
TO CONSTRUCT FLOODWALL.
DEMOLITION LIMITS SHOWN ARE APPROXIMATE BASED ON REQUIRED EXCAVATION/BENCHING
REPLACED IN KIND AS PER THE PLANS AND SPECIFICATION. SEE C-502 FOR DETAILS.
ALONG ANY EXISTING EXPANSION JOINTS. ALL CONCRETE AND ASPHALT FEATURES SHALL BE
TO EXCAVATE EMBANKMENT AND CONSTRUCT TIE-IN FLOODWALL. DEMO CUTS SHALL BE MADE
1. DEMO EXISTING ASPHALT PARKING LOT AND CONCRETE SIDEWALK AND CURB AS REQUIRED
NOTES:
RIGHT-OF-WAY
D E
M O P
L A
N
C-104
H
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E X
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O N P
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A N
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D .J .S S .D .B
N O
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NEW ORLEANS DISTRICT
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
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N E
D B
Y
D E
S C
R
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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
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D A
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M A
R K
D E
S C
R
IP
T
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
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N A
S O
L
IC
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A T
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N
J U
N E
PARKING LOT
CHILDRENS HOSPITAL
PLAN
SCALE: 1"=20'
RIGHT OF WAY COORDINATE TABLE
X Y
3662063.724
3661992.288
3661982.057
3661954.689
3661946.506
3661973.878
3661971.832
X Y
3662034.736 517414.113
3662077.187 517375.486
X Y
COORDINATE TABLE
PROPOSED STAGING AREA
COORDINATE TABLE
CONSTRUCTION LIMITS
517138.36
PROTECTED SIDE
FLOOD SIDE
135+50.00
.0
.0
P I S
T A .0
Y 517366.809
X 3661977.969
.0
.0
135+75.00
136+00.00
136+25.00
Y 517393.404
X 3662037.279
P I S
T A .0
.0
3662049.92 517443.62
3662128.99 517377.83
3662082.75 517321.21
3662070.97 517330.68
3662032.17 517310.80
3661857.18
3661808.09 517189.16
3661932.42 517433.20
3662036.92 517418.21
3661815.43 517181.55
CENTER LINE
EXISTING LEVEE
4 5
POINT
517360.696
517334.875
517357.682
517345.405
517363.654
517375.933
517380.496
POINT
POINT
GATE SWING
PROPOSED
RIGHT OF WAY
EXISTING NOPB
40'10'0 20'
SCALE:1"=20'
R 11 E
T 13 S
SECT. 14
ORLEANS PARISH
RC-6
RC-7
FN-13
LP-10
LP-12
PP-2
FN-15
FN-16
LP-13RR-1LP-9
(0.50 ACRE)
EASEMENT
TEMPORARY WORK AREA
(0.12 ACRE)
FLOODWALL)
LEVEE EASEMENT (FLOODGATE &
PERPETUAL FLOOD PROTECTION
(0.30 ACRE)
FOR STAGING
AREA EASEMENT
TEMPORARY WORK
C O
N S
TR
U C
TI
O N L
IM
IT
S
C O
N S
T R
U C
T
IO
N L
IM
IT
S
CONSTRUCTION LIMITS
C O
N S
T R
U C
T
IO
N L
IM
IT
S
C O
N S T R
U C T
IO
N L
IM
IT
S
C O
N S
T R
U C
T
IO
N L
IM
IT
S
10'
FN-15
FN-13
RC-5
LP-11
LP-9
RC-6
FN-14
LP-13
FN-16
RC-7
RR-1
PP-1
LP-12
LP-10
PP-2
°9 '1 .3
317°41'21.51"
310°30'21.04" 2 °9 '1 .3
317°41'21.51"
310°30'21.04"
FN-14
RC-5
PP-1
LP-11
.0
3661947.33 517310.26
3661903.36 517354.16
3661947.33 517310.26
3661857.18 517138.36
S
IT
E P
L A
N
C-201
H
C -2
.d g n
N
COORDINATED IN ADVANCE WITH THE COR AND AUDUBON INSTITUTE.
WOULD REQUIRE TEMPORARY CLOSURE OF THIS VEHICLE PATH SHALL BE
THROUGH THE WORKSITE ON THIS PATH. ANY CONSTRUCTION ACTIVITIES THAT
TO ALLOW FOR PEDESTRIAN AND VEHICLE TRAFFIC. TRAFFIC PATH SHALL CONTINUE
4. THE 10' PATH TO THE WEST OF THE STAGING AREA SHALL REMAIN UNOBSTRUCTED
CONTRACTOR IS REQUIRED TO CONTACT LA ONE CALL PRIOR TO DIGGING.
LIGHT POLES SHOWN. THIS INFORMATION HAS NOT BEEN PROVIDED.
3. PRESUME THERE ARE UNDERGROUND ELECTRIC POWER LINES AT ALL
DURING CONSTRUCTION.
AND EGRESS ONTO AUDUBON PARK ROAD TO MAINTAIN TRAFFIC SAFELY
2. THE CONTRACTOR SHALL STATION FLAGMEN AT ALL POINTS OF INGRESS
THE TRAIN SCHEDULE AND CAN PLAN ACCORDINGLY.
(NEW ORLEANS PUBLIC BELT) SO THAT THE CONTRACTOR IS AWARE OF
1. THE CONTRACTOR SHALL COORDINATE WITH THE RAILROAD COMPANY
NOTES:
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N A
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E V
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S O
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A N
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H -4 -4
D .J .S S .D .B
N O
V
NEW ORLEANS DISTRICT
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
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N E
D B
Y
D E
S C
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2 3
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4 5
A
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M A
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A P
P R
D A
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F
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B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
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D A
T E
M A
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D E
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T
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E 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
O U
IS
IA
N A
J A
N U
A R
Y
S O
L
IC
IT
A T
IO
N
NOPB R/W
N
AZ 172°26'49.44"
MISSISSIPPI RIVER
FLOW
0100 100 200 300 400
SCALE: 1" = 100'
PLAN
FLOODSIDE
PROTECTED SIDE
EXISTING COE LEVEE B/L
R/W
STA.
AZ
MAP LEGEND
,0
°5
'3
,0
,0
°5
'1
90°08'15"
3,660,000
90°08'15"
3,660,000
,0
°5
'3
,0
,0
°5
'1
LEAKE AVE.
PP-20 PP-21 PP-22
PP-31
PP-23
OE-22 OE-23 OE-24 OE-25
OE-26
GW-4
GW-5
PP-32
OE-35B
OE-36B
DISPOSITION OF EXISTING FACILITIES
ITEM DESCRIPTION STATION OWNER DISPOSTION
DO NOT DISTURB
DO NOT DISTURBOVERHEAD ELECTRIC LINE
OVERHEAD ELECTRIC LINE
ENTERGY
ENTERGY
ENTERGY
ENTERGY
ENTERGY
PP-20 TO PP-23
OE-22 TO OE-25
POWER POLE 28+19 TO 46+72
29+00 TO 49+10
37+22
37+37
37+45
37+44
37+10
RC-2
RIGHT-OF-WAY
OE-35A
(75' X 400')
STAGING AREA
AT&T
OE-36A
DO NOT DISTURB
DO NOT DISTURB
0+00 TO 45+00AWAR-1 ALL WEATHER ACCESS ROAD
DISTRICT
ORLEANS LEVEE
Ex
E x
E x
E x
E x
Ex
FO FO
E x
R/W
R/W R/W
NOPB R/W
CROSSING
EXISTING RAILROAD
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
OVERHEAD ELECTRIC LINE
OVERHEAD ELECTRIC LINE
ENTERGY
ENTERGY
ENTERGY
ENTERGY
PP-31
GW-4
GW-5
OE-35A
OE-36B
POWER POLE
GUY WIRE (DEAD MAN)
GUY WIRE (DEAD MAN)
37+22
37+37
37+45
37+44
37+48
RC-2 37+10
OE-35B OVERHEAD ELECTRIC LINE 37+45 ENTERGY DO NOT DISTURB
AT&T
OE-36A 37+46OVERHEAD TELEPHONE LINE AT&T
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
INGRAM BARGE CO.RAILROAD CROSSING
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
DO NOT DISTURB
R /W R /W
(100' X 475')
EASEMENT FOR STAGING
TEMPORARY WORK AREA
2 3
ALL WEATHER ACCESS ROAD (AWAR-1)
ORLEANS PARISH
R 11 E T 13 S
SECT. 15
X Y
POINT
3660260.97 526914.96
3660335.36 526924.48
3660386.11 526527.71
3660314.37 526497.41
H
C -2
.d g n
COORDINATE TABLE
PROPOSED STAGING AREA
X Y
POINT
3660233.82 526930.63
3660332.89 526944.33
3660392.33 526478.51
3660293.01 526464.78
COORDINATE TABLE
RIGHT OF WAY
A D
D
IT
IO
N A
L S
T A
G
IN
G A
R E
C-202
S I
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W P
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D E
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A R
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O L L T
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A D G
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IS
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A N
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H -4 -4
D .J .S S .D .B
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NEW ORLEANS DISTRICT
S O
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IO
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A M
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D W
N B
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D B
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C A
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P L
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D A
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M A
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D E
S C
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W O
R L E
A N
S D
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T R
IC
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N E
W O
R L E
A N
S L
O U
IS
IA
N A
S O
L
IC
IT
A T
IO
N
J U
N E
15'
15'
LIMIT OF CONSTRUCTION
RIGHT OF WAY
STORAGE COLUMN
SWING GATE
X 3662013.830
Y 517355.221
5' WIDE CONCRETE PAD
L
X 3662016.822
Y 517355.411
W18X50 C
TRAFFIC CONTROL PLAN.
THE WORK AREA PER THE REQUIRED
AND VEHICULAR TRAFFIC TO BYPASS
REQUIRED TO ALLOW FOR PEDESTRIAN
FILL AREA WITH CRUSHED STONE AS
EL 22.6
EL 25.6
LIMIT OF SIDEWALK
LIMIT OF CURB AND PARKING LOT
PI STA. 135+30.00
PI STA. 136+30.00
Y 517393.404
X 3662037.279
X 3661977.969
Y 517366.809
STA. 135+61.00
STA. 136+26.00
STA. 136+60.00
X 3662063.061
Y 517374.822
Y 517395.017
X 3662040.875
X 3661949.630
Y 517354.100
PROTECTED SIDE FLOOD SIDE
GATE SWING
PROPOSED
°9 '1 .3
317°41'21.51"
135+36.00
135+61.00
135+86.00
136+11.00
.0
H H
C -2 d g n
C-203
BASELINE COORDINATE POINTS
C
IV
IL
P
L A
N
LEGEND
SCOUR PROTECTION
CIVIL PLAN
BASELINE COORDINATE POINTS
SCALE: 1" = 6'-0"
N
(NO KEY-IN REQUIRED).
SPECIFICATIONS AS SCOUR PROTECTION
UTILIZING THE SAME DETAILS AND
2. 5' CONCRETE PAD SHALL BE CONSTRUCTED
JOINT (NO DOWELS) AT INTERFACE.
SIDEWALK AS SHOWN. INSTALL EXPANSION
1. SCOUR PROTECTION SHALL BUTT AGAINST
NOTES:
CRUSHED STONE
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
O U
IS
IA
N A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
C-302
H
C -3
.d g n
C R
O S
S S
E C
T
IO
N S
STA. 135+36 THRU 135+86
CROSS SECTIONS
SCALE: 1" = 10'-0"
S T
A T
H R
U
EL. 25.6
FLOOD SIDEPROTECTED SIDE
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE FLOOD SIDE
ASPHALT PARKING LOT
SCOUR
PROTECTION
SAFETY FENCE
SILT AND
SAFETY FENCE
SILT AND
SAFETY FENCE
SILT AND
STEEL PZ-22 SHEET PILING CUT OFF WALL
C/L LEVEE/FLOODWALL
C/L LEVEE/FLOODWALL
C/L LEVEE/SHEET PILE
STEEL PZ-22 SHEET PILING CUT OFF WALL
STOCKPILED AND REUSED
EXCAVATED GRADE TO BE
EL. 26.8
EL. 19.8
EL. 26.8
EL. 19.8
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
135+86
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
135+61
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
135+36
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
SAFETY FENCE
SILT AND
SAFETY FENCE
SILT AND
SAFETY FENCE
SILT AND
HP 14x73 STEEL PILE (TYP.)
HP 14x73 STEEL PILE (TYP.)
STEEL PZ-22 SHEET PILING CUT OFF WALL
xx x x
A N
S I
D
W P
-X
W P
-X
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T
IM
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H Y B
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A R
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A N
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A R
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H L
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O L L T
O N P
H A
S E I I
R A
IL
R O
A D G
A T
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L E
V E
E D
IS
T R
IC
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IS
S
IS
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IP
P I
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E V
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S O
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A N
S
H -4 -4
D .J .S S .D .B
N O
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NEW ORLEANS DISTRICT
S O
L
IC
IT
A T
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N N
O
F
IL
E N
A M
E
D W
N B
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C K
D B
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D E
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D B
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D E
S C
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IP
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N
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4 5
A
B
M A
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A P
P R
D A
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F
IL
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U M
B E
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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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E 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
O U
IS
IA
N A
S O
L
IC
IT
A T
IO
N
J U
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
O U
IS
IA
N A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
C-303
H
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S T
A T
H R
U
C R
O S
S S
E C
T
IO
N S
STA. 136+11 THRU 136+35
CROSS SECTIONS
SCALE: 1" = 10'-0"
T/PILE CAP
EL. 19.8
PROTECTED SIDE FLOOD SIDE
STEEL PZ-22 SHEET PILING CUT OFF WALL
C/L LEVEE/SHEET PILE
C/L LEVEEPROTECTED SIDE FLOOD SIDE
ASPHALT PARKING LOT
SAFETY FENCE
SILT AND
SAFETY FENCE
SILT AND
SAFETY FENCE
SILT AND
HP 14x73 STEEL PILE (TYP.)
STEEL PZ-22 SHEET PILING CUT OFF WALL
STOCKPILED AND REUSED
EXCAVATED GRADE TO BE
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
EXISTING GROUND
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
SWING
GATE
EXISTING GROUND
115.98' FROM C/L
SAFETY FENCE
SILT AND
136+35
136+11 xx
T/SILL WALL &
RAIL EL. 22.60
A N
S I
D
W P
-X
W P
-X
:1
T
IM
O T
H Y B
O R
D E
L O
N
T .B
M A
R K G
A Y
H E
A R
T O
R L E
A N
S P
A R
IS
H L
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IS
IA
N A
C A
R R
O L L T
O N P
H A
S E I I
R A
IL
R O
A D G
A T
E
L E
V E
E D
IS
T R
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IS
S
IS
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IP
P I
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IV
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E V
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S O
R L E
A N
S
H -4 -4
D .J .S S .D .B
N O
V
NEW ORLEANS DISTRICT
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
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IN
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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
O U
IS
IA
N A
S O
L
IC
IT
A T
IO
N
J U
N E
S I
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-X
W P
-X
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C A
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S E I I
R A
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IP
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IV
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E V
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S O
R L E
A N
S
H -4 -4
D .J .S S .D .B
N O
V
NEW ORLEANS DISTRICT
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E 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
O U
IS
IA
N A
S O
L
IC
IT
A T
IO
N
J U
N E
FLOODWALL AND LEVEE TIE-IN SCOUR PROTECTION
GENERAL NOTES AND GUIDANCE FOR
L
IM
IT
O
F S
H E
E T P
IL
E
30'-0" (MIN.)
TOP OF FLOODWALL
THE FLOODWALL INTO THE LEVEE SECTION.
THE UNCAPPED SHEET PILING (TYPICAL SLIP JOINT).
5'-0" (MIN.)
L
IM
IT
O
F F
L O
O D
W A
L L
THE SHEET PILING IN THE LEVEE SECTION.
5'-0" (MIN.)
SEE NOTES
SLIP JOINT SHEETING PILING AND FLOODWALLS.
FUTURE SETTLEMENT SHOULD BE ACCOUNTED FOR IN DETAILING SCOUR PROTECTION ADJACENT
'' 1'-0''
B C-305
A C-305
PROTECTION
CONCRETE SCOUR
(NO DOWELS)
EXPANSION JOINT
PZ-22 PZ-22
" = 1'-0"4
1SCALE:
CONTRACTION JOINT (SEE DETAIL 2)
JOINT (SEE DETAIL 1)
EXPANSION
1V ON 4H
TYPICAL SCOUR PROTECTION TIE-IN
1. FLOODWALL TO LEVEE TIE-IN GUIDANCE AND DETAILS:
2. TYPICAL FLOODWALL DETAILS SHOULD BE USED FOR TRANSITIONS FROM CONCRETE WALL TO
C. TIE-IN SHEET PILE TIP SHALL NOT PENETRATE ANY EXISTING GEOFABRIC.
B. AS A MINIMUM, SCOUR PROTECTION MUST EXTEND 5 FEET PAST THE END OF
A. AS A MINIMUM, UNCAPPED SHEET PILING MUST EXTEND 30 FEET PAST THE END OF
D. PROPER EARTHEN COVER AND SCOUR PROTECTION IS MANDATORY.
LEVEE CROWN ELEV. 25.60'
ELEV. 21.6
ELEV. 8.10 ELEV. 8.10
6" CLEAR BELOW THE BASE OF CONCRETE AND ASPHALT FEATURES.
6. AT TIE-IN TRANSITIONS, TOP OF SHEET PILE SHALL BE INSTALLED A MINIMUM OF
5. SEE SHEET C-305 FOR JOINT AND KEY-IN DETAILS
AT THESE LIMITS).
ASPHALT PARKING LOT AND CONCRETE SIDEWALK (KEY-INS TO BE INSTALLED
4. CONCRETE SCOUR PROTECTION TO BE PLACED OUTSIDE THE LIMITS OF EXISTING
3. TIE-IN LIMITS AND DETAILS AS SHOWN ON THE TYPICAL DETAILS ARE MINIMUMS.
ELEV. 26.8
C-304
H
C -3
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S C
O U
R P
R O
T E
C T
IO
S I
D
W P
-X
W P
-X
:1
T
IM
O T
H Y B
O R
D E
L O
N
T .B
M A
R K G
A Y
H E
A R
T O
R L E
A N
S P
A R
IS
H L
O U
IS
IA
N A
C A
R R
O L L T
O N P
H A
S E I I
R A
IL
R O
A D G
A T
E
L E
V E
E D
IS
T R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R L
E V
E E
S O
R L E
A N
S
H -4 -4
D .J .S S .D .B
N O
V
NEW ORLEANS DISTRICT
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E 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
O U
IS
IA
N A
S O
L
IC
IT
A T
IO
N
J U
N E
ELEV. VARIES
EXISTING GROUND
CONCRETE SCOUR PROTECTION
COMPACTED FILL
NOTE: NO KEY WITHIN PARKING LOT FOOTPRINTS
ELEV. VARIES
A
SCALE: N.T.S.
C-304
BSECTION
VARIES
VARIES
ELEV. VARIES
VARIES
C /L
EL. VARIES
PROTECTED SIDE
FLOOD SIDE
15'-0" (TYP.)
EXPANSION JOINT,
NO DOWELS
SEE DETAIL
6" THICK CONCRETE
SCOUR PROTECTION (TYP)
EXPANSION JOINT (TYP.)
CONTRACTION JOINT (TYP)
PZ-22 SHEET PILE
15'-0" (MIN.)
EXISTING GROUND
C-304
SECTION
PROTECTED SIDE
FLOOD SIDE
SEE DETAIL THIS SHEET
AT TOE OF SLOPE (TYP.)
CONCRETE KEY DETAIL
TOP OF PARKING LOT
EL. VARIES
10' - 0"
ELEV. 17.55
SHEET
SEE DETAIL THIS
CONTRACTION JOINT
SHEET
SEE DETAIL THIS
EXPANSION JOINT
1'-0" (TYP.)
1'-0" (TYP.)PZ-22 SHEET
PILE
LIMITS OF PARKING LOT/SIDEWALK
ELEV. 26.8
ELEV. 19.8
SCALE: N.T.S.
CONCRETE KEY DETAIL
AT T-WALL FOOTING
LEVEE SLOPE
1'-0" LAP
#5 @ 12"
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
EXPANSION JOINT
TYPICAL CONCRETE KEYS
FOR SCOUR PROTECTION
2" FILLET
NATURAL GROUND
EMBANKMENT
COMPACTED
GREASE THIS END
OF THE DOWEL
PREMOLDED
JOINT FILLER
SURFACE OF PAVEMENT
ELASTOMERIC SEALANT
#4 @ 12" O.C.
SEALANT
ELASTOMERIC
JOINT FILLER
" PREFORMED2
TOP OF T-WALL
FOOTING
CONTRACTION JOINT
9"
TERMINATE WWF
REINFORCING
THRU JOINT, SEE
NOTE
@ 12" O.C.
318" -
EXPANSION TUBE
4"
" 1
2"
STRUCTURAL BACKFILL
(95% COMPACTION)
LEVEE SLOPE VARIES
9"
1/2" CHAMPHER
6 X 6 W10 X W10
(3) #4 EQUALLY SPACED
6X6 W10X10
C-305
H
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S C
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C T
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W P
-X
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T
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M A
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H E
A R
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A N
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A R
IS
H L
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IA
N A
C A
R R
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O N P
H A
S E I I
R A
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A D G
A T
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L E
V E
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IS
T R
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S
IS
S
IP
P I
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IV
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E V
E E
S O
R L E
A N
S
H -4 -4
D .J .S S .D .B
N O
V
NEW ORLEANS DISTRICT
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
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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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
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R L E
A N
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IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
S O
L
IC
IT
A T
IO
N
J U
N E
(M
IN
IM
U M
10' O.C.
SILT FENCE
(M
IN
IM
U M
SAFETY FENCE
10' O.C.
M A
X
M A
X
" 4
6"
(M
IN
IM
U M
10' O.C.
SILT AND SAFETY FENCE
M A
X
6"
TRENCH
6"D X 4"W
PROTECTED SIDE DETAIL
(EMBED IN TRENCH)
SILT FENCE
PROTECTED SIDE
SAFETY FENCE
FLOODSIDE
(EMBED IN TRENCH)
SILT FENCE
FLOODSIDE
TRENCH
6"D X 4"W
STEEL PLATE 4'X4'X1/4"
OR 2'X2'X1/8"
OPTIONAL SETTLEMENT MEASUREMENT GAGES
C/L
GROUND.
EMBEDDED 6" BELOW
36" SILT FENCE
OR STEEL T-POSTS
7' LONG x 3 1/2" DIA.
ROUNDED WOOD POSTS
OR STEEL T-POSTS
7' LONG x 3 1/2" DIA.
ROUNDED WOOD POSTS
PONTCHARTRAIN
LAKE
PONTCHARTRAIN
LAKE
OR 2'X2'X1/8"
PLATE 4'X4'X1/4"
(OPTIONAL)
IN GROUND 10'MINIMUM
PIPE 3" STD. DRIVE
OFFICER.
LEVEE CROWN AT CONTRACTOR'S OPTION WITH THE APPROVAL OF THE CONTRACTING
LOCATION OF SETTLEMENT GAGES MAY BE MOVED HORIZONTALLY ON THE EXISTING
AND SHALL BE REMOVED PRIOR TO FINAL ACCEPTANCE OF THE CONTRACT.
BETWEEN SETTLEMENT GAGES. RISER PIPES ARE PERMITTED ON SETTLEMENT GAGES,
SETTLEMENT MEASUREMENT RANGE SHALL BE TO A POINT 1/2 THE DISTANCE
PLACED AT LESS THAN 300 FOOT INTERVALS, IN WHICH CASE, THE
THE CENTERLINE OF THE LEVEE SECTION, EXCEPT WHERE SETTLEMENT GAGES ARE
150 FEET IN EACH DIRECTION FROM EACH SETTLEMENT GAGE MEASURED ALONG
MEASUREMENT RANGE FOR EACH SETTLEMENT GAGE SHALL BE FOR A DISTANCE OF
AND AS SPECIFIED IN THE CONTRACT SPECIFICATIONS. THE SETTLEMENT
AND INSTALL SETTLEMENT GAGES AT LOCATIONS SHOWN ON THE DESIGN SECTION
FILL DUE TO FOUNDATION SETTLEMENT DURING CONSTRUCTION, HE SHALL FURNISH
SHOULD THE CONTRACTOR DESIRE PAYMENT FOR PLACING ADDITIONAL
GROUND.
EMBEDDED 6" BELOW
TO HOG WIRE FENCE,
FABRIC ATTACHED
36" SILT FENCE
OR STEEL T-POSTS
7' LONG x 3 1/2" DIA.
ROUNDED WOOD POSTS
SAFETY FENCE
PROTECTED SIDE
(OPTIONAL)
WELDED TO PLATE
PIPE 6" STD. x 2'
N.T.S.N.T.S.
N.T.S.
N.T.S.N.T.S.
FLOOD SIDE DETAIL
WIRE MESH
FENCE ZINC COATED HOG
48" FABRIC FOR SAFETY
ZINC COATED HOG WIRE MESH
48" FABRIC FOR SAFETY FENCE
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IDENTIFICATION
SHEET
D A
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A P
P R
®of Engineers
US Army Corps
U .S
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N.T.S.
EXISTING PARKING LOT PLAN VIEW
CONCRETE CURB & GUTTER DETAIL
A
12" R C P
1'-6" 4"
2'-0" "1
4' CONCRETE SIDEWALK (TYP.)
SIDEWALK DETAIL
LEVEE ACCESS RAMP CROSSING DETAILS
SCALE: 1" = 50'
X X X X
SLOPE: 1/4 " PER FT.
BROOM FINISH
1/4" R
6 x 6- W1.4 x W1.4 WWF
4"
4'
EXPANSION JOINT MATERIAL
1"
A
SECTION
N.T.S.
COMPACTED EMBANKMENT
N.T.S.
N.T.S.
CONCRETE CURB & GUTTER CONCRETE CURB & GUTTER
ASPHALT ROAD
ASPHALT PARKING, AND
CONC. CURB AND GUTTER,
EXISTING CONC. SIDEWALK,
73'
24'
20'
24'
20'
(T Y P
4'
(TYP.)
2'
(TYP.)
LIM
ITS
OF F
ULL
DEP
TH S
AW-C
UT
10'
TRANSIT
ION
10'
TRANSIT
ION
2" BINDER COURSE
LIM
ITS
OF F
ULL
DEP
TH S
AW-C
UT
EXIST.
MATCH
.5
COMPACTED EMBANKMENT
FABRIC
GEOTEXTILE
4' 2' 24' ACCESS ROAD 2' 4'
SIDEWALK SIDEWALK
2" SURFACE COURSE
18.5' PARKING 18.5' PARKING
1V ON 3H1V ON 3H
MATCH
EXIST.
MATCH
EXIST.
MATCH
EXIST.
26.87'
27.37'
1'1'
1V ON 3H
IN ADJOINING CURB, AND NOT TO EXCEED 100' INTERVALS.
2. EXPANSION JOINTS AT ALL RETURNS, STRUCTURES, OPPOSITE EXPANSION JOINTS
1. TYPICAL CONTRACTION JOINTS EVERY FOUR FEET OF SIDEWALK.
NOTES:
GROUND LINE
EMBANKMENT
NEW LEVEE
N
CONCRETE
CURB &
GUTTE
R (
TYP.)
COMPACTED FILLCOMPACTED FILL
27.37'
26.87'
STRIP
E (T
YP.)
4" W
HIT
E S
OLID
26.77'
26.77'
26.87'
27.37'
26.87'
27.37'
LEVEE CENTERLINE
UNDER CURB AND GUTTER
MATERIAL (MIN.), EXCEPT
6" ASPHALT BASE
°9 '1 .3
317°41'21.51"
310°30'21.04"
New Or leans P ublic Be lt Railro ad
26.44'
1V
ON 3
H
.5
26.94'
26.44'
26.77'
26.77'
PAVEMENT SPOT ELEVATION
BOTTOM OF CURB ELEVATION
TOP OF CURB ELEVATION
LEVEE CENTERLINE
REPLACE ALL EXISTING FEATURES SHOWN WHICH REQUIRED DEMOLITION.
NOTE
26.44'
26.94'
20.50'
20.00'
19.00'
AZ 139°29'38.96"
LEGEND:
P.I. 135+30.00
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IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W O
R L E
A N
S D
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X X X X X X
BASE OF TRUCK
WASHDOWN RACK
NEW TIMBER MATTING
(1' X 1' X 12')
BOLTED IN 4'
PANEL MATS
TOP OF TRUCK
WASHDOWN RACK
NEW TIMBER MATTING
(1' X 1' X 20')
BOLTED IN 4'
PANEL MATS
SEE NOTE 3
SILT FENCE
20'
4'
(TYP.)
S L
O P
E T
O
D R
A
IN
NOT TO SCALE
PLAN VIEW
TOP OF TRUCK
WASHDOWN RACK
NEW TIMBER MATTING
(1' X 1' X 20')
BOLTED IN 4'
PANEL MATS
20'
CONTRACTOR TO PROVIDE
RAMP (SURFACING MATERIAL)
FOR INGRESS AND EGRESS
TO TRUCK WASHDOWN RACK
(TYPICAL)
" T
O
" A
B O
V E
E X
IS
T G
R O
U N
D
EXCAVATION
12' X 20'
(TO RECEIVE MATTING
AND DRAIN)
BASE OF TRUCK
WASH RACK
NEW TIMBER MATTING
(1' X 1' X 12')
BOLTED IN 4'
PANEL MATS
" T
O
D E
P T
H O
F E
X C
A V
A T
IO
N
HAUL ROAD
CONTRACTOR TO REMOVE TRUCK WASHDOWN RACKS UPON
COMPLETION OF WORK.
CONTRACTOR SHALL DETERMINE LOCATION OF TRUCK WASH DOWN
RACK WITH APPROVAL OF CONTRACTING OFFICER.
SLOPE TO DRAIN TOWARDS EXISTING CANALS WITHIN THE CONSTRUCTION
AREA.
NOTES:
3.
2.
1.
NOT TO SCALE
PROFILE
TRUCK WASHDOWN RACK
File details come from the government source that posted it. Updated .