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- LPV52A-09-H-0037
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C-02
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A F
A L A
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IV
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A R K A N S A S
SHREVEPORT
MONROE
R
IV
E R
R
IV
E R
VICKSBURG
NATCHEZ
ALEXANDRIA
R E
D
R
IV
E R
LAKE CHARLES
BATON ROUGEL O U I S I A N A
M I S S I S S I P P I
T E X A S
LAKE
PONTCHARTRAIN
LAKE BORGNE
G U L F O F M E X I C O
M
IS
S
IS
S
IP
P I
SCALE OF MILES
40 400 80 120 160 200
MORGAN
CITY
0 2000’ 4000’3000’
LOCATION MAP
VICINITY MAP
NEW
ORLEANS
O U
A C
H
IT
A
N
12T H A
V E
SCALE: 1’’ = 1000’
S W
E P I R
D
PROJECT
LOCATION
1000’ 1000’
BRIDGE AND
NEW ACCESS ROAD
N
ST. CHARLES PARISH
U .S . 61 A
IR
LIN
E H
IG
H W
A Y
GOODHOPE
NORCO
OIL AND GAS FIELD
C -07
C-08
NEW ORLEANS DISTRICT
S O
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SHEET
IDENTIFICATION
D A
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A P
P R fi
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S
N
W O
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A N
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W O
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N A
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J A
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H A
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W P -X
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B R
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N J
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W P -0
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B/L STA. OWNER DISPOSITION
SHELL96+53
142+40 ENTERGY
EXTEX
UTILITY / FACILITY DISPOSITION TABLE
SHELL
DESCRIPTION
8" STEEL GAS
3" CRUDE OIL
2-1/2" GAS
OVERHEAD ELECTRICAL LINES
127+58
DO NOT DISTURB
UNDERGROUND PHONE CABLE
EXISTING FACILITIES WITHIN LIMITS OF LEVEE CONSTRUCTION
127+21
127+70
AT&T TO BE CUT AND CAPPED BY OWNER CONCURRENT WITH CONSTRUCTION;
AND TO BE GROUTED BY CONTRACTOR (SEE UTILITY NOTE 4)
TO BE CUT AND CAPPED BY OWNER CONCURRENT WITH CONSTRUCTION;
AND TO BE GROUTED BY CONTRACTOR (SEE UTILITY NOTE 2)
TO BE CUT, CAPPED AND RELOCATED BY OWNER CONCURRENT WITH
CONSTRUCTION; AND TO BE GROUTED BY CONTRACTOR (SEE UTILITY NOTE 1)
TO BE CUT, CAPPED AND RELOCATED BY OWNER CONCURRENT WITH
CONSTRUCTION; AND TO BE GROUTED BY CONTRACTOR (SEE UTILITY NOTE 3)
UTILITY NOTES:
1. THE OWNER WILL CUT AND CAP THE 8" SHELL PIPELINE AT THE ROW. THE CONTRACTOR SHALL GROUT THE PIPLINE FROM THE ROW ON THE
FLOODSIDE TO THE ROW ON THE PROTECTED SIDE.
2. THE 3" PIPELINE IS TO BE CUT AND CAPPED BY THE OWNER AT THE ROW ON THE PROTECTED SIDE AND FLOOD SIDE AND AT 120’ FROM THE
LEVEE BASELINE ON THE FLOODSIDE AND 120’ FROM THE LEVEE BASELINE ON THE PROTECTED SIDE.
THE CONTRACTOR SHALL REMOVE THE PIPELINE FROM WITHIN THE FOLLOWING LIMITS:
THE ROW ON THE FLOOD SIDE TO 120’ FROM THE LEVEE BASELINE ON THE FLOODSIDE.
THE ROW ON THE PROTECTED SIDE TO 120’ FROM THE LEVEE BASELINE ON THE PROTECTED SIDE.
THE CONTRACTOR SHALL GROUT THE PIPELINE WITHIN THE FOLLOWING LIMITS:
120’ FROM THE BASELINE ON THE PROTECTED SIDE TO 120’ FROM THE BASELINE ON THE FLOODSIDE.
3. THE 2-1/2" PIPELINE IS TO BE CUT AND CAPPED BY THE OWNER AT THE ROW ON THE PROTECTED SIDE AND AT 178’ FROM THE
LEVEE BASELINE ON THE FLOODSIDE AND 192’ FROM THE LEVEE BASELINE ON THE PROTECTED SIDE.
THE ROW ON THE FLOOD SIDE TO 178’ FROM THE LEVEE BASELINE ON THE FLOODSIDE.
THE ROW ON THE PROTECTED SIDE TO 192’ FROM THE LEVEE BASELINE ON THE PROTECTED SIDE.
THE CONTRACTOR SHALL GROUT THE PIPELINE WITHIN THE FOLLOWING LIMITS:
178’ FROM THE BASELINE ON THE FLOODSIDE TO 192’ FROM THE BASELINE ON THE PROTECTED SIDE.
4. THE 3" PIPELINE IS TO BE CUT AND CAPPED BY THE OWNER AT THE ROW ON THE PROTECTED SIDE AND FLOOD SIDE AND AT 120’ FROM THE
LEVEE BASELINE ON THE FLOODSIDE AND 120’ FROM THE LEVEE BASELINE ON THE PROTECTED SIDE.
THE ROW ON THE FLOOD SIDE TO 120’ FROM THE LEVEE BASELINE ON THE FLOODSIDE.
THE ROW ON THE PROTECTED SIDE TO 120’ FROM THE LEVEE BASELINE ON THE PROTECTED SIDE.
THE CONTRACTOR SHALL GROUT THE PIPELINE WITHIN THE FOLLOWING LIMITS:
120’ FROM THE BASELINE ON THE PROTECTED SIDE TO 120’ FROM THE BASELINE ON THE FLOODSIDE.
B/L STATIONPI STATION X Y OFFSET
1F
2F
3F
4F
5F
6F
7F
8F
9F
3579057.25 549227.46
548909.65
548552.60
547876.49
547160.98
546979.37
546815.64
546783.47
546526.67
3579448.48
3579731.61
3581874.51
3582023.37
3582330.05
3582581.43
3583063.20
1P
2P
3P
4P
5P
6P
7P
8P
9P
10P
548776.54
548459.35
548243.13
546993.45
546649.17
546622.01
546458.40
546271.83
546026.55
3578692.28
3579082.63
3579470.13
3580956.40
3581601.26
3581832.84
3582139.31
3582308.26
3582768.40
3582808.75 546070.64
11P 3582816.33 546063.69
3580534.29
OFFSETS ARE 90° FROM B/L STATION
ALL XY COORDINATES ARE LOUISIANA STATE PLANE, SOUTH, U.S. SURVEY FEET
OFFSETSIDEB/L STATION
OFFSETS ARE 90° FROM B/L STATION
B/L STATION X YFLOODSIDE
PROTECTED SIDE
RIGHT-OF- WAY
TABULATIONS
CENTERLINE OFFSET
TABULATIONS
LEVEE BASE LINE
TABULATIONS
94+98
99+96.13
195.13
104+42.72
94+98
132+78.7
104+41.97
114+92.54
130+61.31
132+78.16
136+25.82
138+62.72
144+10
100+06.44
123+30.62
130+61.63
136+26.11
138+63.01
143+84.32
238.83’143+99.2
241.39’144+10
287.16’
287.65’
196.43’
292.81’
292.46’
208.73’
283.76’
194.04’
193.24’
283.35’
283.29’
295.91’
296.43’
211.86’
211.64’
296.78’
296.72’
99+04.15
104+23.13
109+23.13
114+23.13
119+23.13
119+45.58
FLOODSIDE
FLOODSIDE
FLOODSIDE
FLOODSIDE
FLOODSIDE
0.03’
0.22’
94+04.15 FLOODSIDE
FLOODSIDE 0.65’
0.48’99+23.13
PROTECTED SIDE 0.16’
0.33’
0.50’
0.75’
1.71’
124+45.58 FLOODSIDE
129+45.58
131+75.03
136+75.03
FLOODSIDE 0.72’
0.33’
0.94’
PROTECTED SIDE
PROTECTED SIDE
141+75.03 PROTECTED SIDE 0.38’
3.75’144+10 FLOODSIDE
94+98.00
119+45.58 3580755.28
3581840.17
94+04.15
3579207.0199+23.13
131+75.03
3582975.73
144+10.00
144+62.04
3578803.64 549063.30
548736.83
547435.94
546857.74
3582929.91 546276.69
546252.26
3578876.58 549004.27
NEW ORLEANS DISTRICT
S O
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C O
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C T N
O
SHEET
IDENTIFICATION
D A
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A P
P R fi
US Army Corps of Engineers
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
A N
S I
D
H -8 -4
J A
Y S
H A
H B
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W P -X
X X
X X
X
/2
/2
B R
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N J
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N S
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G A
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A U
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H U
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N A P
R O J E
C T
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F A
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H W
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C H
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P E A
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L L P
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L O
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W A
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P L
A C
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V -0
BRIDGE EASEMENT DETAIL
C-05
B R
ID
G E E
A S
E M
E N
T D
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A
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:1
R e a c h
A -R
O W -0
.d g n
R/E R/E
R/E
R/E R/E
R/E
R/E R/E
R/E
G
G
G
G
NEW ORLEANS DISTRICT
S O
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IC
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A T
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N N
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F
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A M
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D W
N B
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C K
D B
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D E
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D B
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D E
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2 3
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4 5
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A P
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D A
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F
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B E
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S
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B M
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D B
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P L
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C A
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P L
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A T
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D A
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M A
R K
D E
S C
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IP
T
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N
C O
N T
R A
C T N
O
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
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
A N
S I
D
H -8 -4
J A
Y S
H A
H B
R J
W P -X
X X
X X
X
/2
/2
B R
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N J
O H
N S
O N
J
G A
U T
R E
A U
X
A P
R /1
/2
H U
B Z
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A T
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L A
K E P
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T C
H A
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R A
IN
A
N D V
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IN
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Y
L O
U
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IA
N A P
R O J E
C T
N O
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H O
F A
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IN
E H
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H W
A Y
S T
C H
A R
L E
S P
A R
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H
L E
V E
E R
E A
C H
A S
H E
L L P
IP
E L
IN
E
O D
H O
P E A
N D S
H E
L L P
IP
E L
IN
E F
L O
O D
W A
L L
R E
P L
A C
E M
E N
T P
H A
S E L P
V -0
.2
A
R1
ACCESS ROAD
TO BE BUILT
0+00
5+00
546,791.6443,581,334.395
546,406.026 3,581,113.626
R6
R3
R4
POINT X-COORDINATE Y-COORDINATE
R6
546,817.077
REQUIRED ROW COORDINATES
R4
R3
R1
546,441.1023,581,071.484
N
P-7
61 (AIRLINE HIGHWAY)
T-1
G-1P-2
P-3
P-7
P-4 P-3
ITEM DESCRIPTION DISPOSITIONB/L STA. OWNER
DO NOT DISTURBG-1
P-4
VICINITY
127+52 EXTEX
P-3
SHELLP-2 127+24.00
DO NOT DISTURBT-1
NORCO 6" CRUDE OIL PIPELINE VICINITY
UNDERGROUND PHONE CABLE 127+58 AT&T
P-7
SHELL
4" ABANDONED PIPELINE VICINITY
2-1/2" GAS LINE SARPY
R2
R5
R2 546,544.883
R5 546,509.779
3,581,130.899
3,581,173.025 54’
TBD
P-6 VICINITY TBD3" ABANDONED PIPELINE
P-6 P-6
P-4
P-5
P-5 4" ABANDONED PIPELINE VICINITY TBD
3" INACTIVE PIPELINE
TBD DO NOT DISTURB
EXISTING FACILITIES WITHIN LIMITS OF BRIDGE CONSTRUCTION
3,581,286.741
M-1 DO NOT DISTURBGAS METERS (3) EXTEX2+02.87
M-1
EXISTING ROAD
HIGHWAY 61 ROW
PERPETUAL ROAD EASEMENT
100’0 50’
SCALE:1"=50’
TO BE REMOVED BY OWNERS, CONCURRENT WITH CONSTRUCTION
GENERAL LEGEND
EXISTING RIGHT OF WAY
PERPETUAL ROAD EASEMENT
TEMPORARY
ROAD EASEMENT
R/E R/E
4" INACTIVE PIPELINE AND VALVE
WORK AREA EASEMENT (SEE C-06)
EXISTING GUARDRAIL TO BE REMOVED BY
CONTRACTOR WITHIN THE WORK AREA EASEMENT
WORK AREA EASEMENT
TEMPORARY ROAD
EASEMENT (SEE C-06)
TO BE REMOVED BY OWNERS, CONCURRENT WITH CONSTRUCTION
TO BE REMOVED BY CONTRACTOR WITHIN PERPETUAL ROAD EASEMENT
TO BE REMOVED BY CONTRACTOR WITHIN PERPETUAL ROAD EASEMENT
TO BE REMOVED BY CONTRACTOR WITHIN PERPETUAL ROAD EASEMENT
POINT X-COORDINATE Y-COORDINATE
TE32
TE11
TE12
TE13
TE14
TE15
TE16
TE17
TE19
TE20
TE21
TE22
TE23
TE24
TE25
TE27
TE28
TE29
TE30
TE26
TE18
TE31
3581213.997 546533.817
3581260.032 546501.820
3581572.595 546227.552
3581737.104 546085.501
3581867.550 545978.228
3581939.348 545923.191
35882131.307 545774.561
3582222.551 545708.602
3582316.071 545705.152
3582425.837 545599.821
3582276.236 545435.222
3582254.085 545455.305
3582383.50 545598.301
3582303.474 545675.663
3582212.377 545679.053
3582113.287 545750.508
3581921.083 545899.535
3581848.605 545954.577
3581717.419 546063.031
3581552.803 546204.855
3581241.791 546478.204
3581198.347 546507.544
POINT X-COORDINATE Y-COORDINATE
546,480.52103,581,067.5490
546,569.22113,580,950.5330
546,542.90043,580,930.4186
546,283.07943,581,242.5839
546,318.00103,581,262.5770
3,581,145.5600 546,415.5130
546,590.02553,581,156.7436
546,605.01103,581,138.8200
546,539.85803,581,216.7484
546,554.84303,581,198.3245 C-06
TE1
TE2
TE3
TE4
TE5
TE6
TE7
TE8
TE9
TE10
:1
R e a c h
A -R
O W -0
.d g n
TEMPORARY ROAD
EASEMENT COORDINATES
WORK AREA EASEMENT COORDINATES
W O
R K A
R
S E
M E
N T D
E T
A
IL
THIS ACCESS CAN NOT BE USED
TO HAUL EMBANKMENT MATERIAL
118°32’30.8"
N
PROTECTED SIDE
EXISTING R/W
U.S. 61 (AIRLINE HWY.)
PLAN
PHOTO FLOWN JAN. 2008
TE11
TE12
TE32
TE13
TE30
TE14
TE29
TE15
TE28
TE27
TE16
TE17
TE18
TE19
TE26
TE25
TE23
TE20
TE22
TE24
TE21
TE31
61 (AIRLINE HIGHWAY)
ACCESS ROAD
TO BE BUILT
TE9
TE10TE1
TE2
TE4
TE3
TE5
TE6
TE7
TE8
PROPOSED TRUCK
WASH DOWN RACK
200’0 100’
SCALE:1"=100’
LEVEE C/L
PROPOSED
STAGING AREA
54’
PERPETUAL ROAD EASEMENT
TEMPORARY ROAD
EASEMENT
R/E
R/E
R/E
R/E
R/E
R/E
R/E
R/ER/E
R/E
R/E
R/E
WORK AREA EASEMENT
EXISTING GUARDRAIL TO BE REMOVED BY
CONTRACTOR WITHIN THE WORK AREA EASEMENT
NEW ORLEANS DISTRICT
S O
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N N
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F
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C O
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C T N
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SHEET
IDENTIFICATION
D A
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A P
P R fi
US Army Corps of Engineers
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
T
N E
W O
R L E
A N
S L
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IA
N A
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H -8 -4
J A
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H A
H B
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W P -X
X X
X X
X
/2
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B R
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N J
O H
N S
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G A
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A U
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H U
B Z
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N A P
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C T
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F A
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H W
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S T
C H
A R
L E
S P
A R
IS
H
L E
V E
E R
E A
C H
A S
H E
L L P
IP
E L
IN
E
O D
H O
P E A
N D S
H E
L L P
IP
E L
IN
E F
L O
O D
W A
L L
R E
P L
A C
E M
E N
T P
H A
S E L P
V -0
85+00 90+00 100+00 105+00 115+00 120+00 125+00
-5
-5
F E
E T N
A V
D
F E
E T N
A V
D
M A
T C
H L
IN
B /L S
T A .5
,5 ,5
,0
°2
’3
,5 ,0
,5
0° ’ 0
,5 ,5
,5 ,0
0° ’ 0
,0
°2
’ 0
°2
’3
,5 ,0
°2
’ 0
,5 ,5
,5
,0
M
T C
H L
S
T A .5
110+0095+00
:1
M A
T C
H L
IN
E B /L S
T A .5
P L
A N A
N D P
R O
F
IL
E
B E
G
IN
L
E V
L A
R G
E M
E N
T B /L S
T A
C-07
E D -0
-0
C -0
C .d g n
BEGIN LEVEE ENLARGEMENT
B/L STA. 94+98
S T
A
.0
NOTES:
1. THE AREA BETWEEN STA. 94+88 AND 97+51
IS A TEMPORARY NO WORK AREA AS SHOWN
ON THE PLANS. THE CONTRACTOR SHALL
NOT WORK IN THIS AREA UNTIL THE CONTRACTING
OFFICER’S REPRESENTATIVE GIVES THE
CONTRACTOR NOTIFICATION TO WORK IN
THIS AREA. SEE SECTION 01100 OF THE
SPECIFICATIONS FOR MORE INFORMATION.
G
IN
L
E V
E E E
N L
A R
G E
M E
N T
B /L S
T A
X 3578876.591
Y 549004.257
S T
A T
E R
O U
T E
PROTECTED SIDE
FLOOD SIDE
U.S. 61 (AIRLINE HWY.)
N
9-GSC
400’0 200’
SCALE:1"=200’
129°27’22.2"
ST. CHARLES PARISH
130°30’31.9"
STCH12UT
STCH13U
STCH13UT
PROTECTED SI
DE
10-G
SC
PLAN
STCH
11U
S T
A . 9
.1
T 12 S
R 8 E
1F
2F
3F
4F
1P
2P
3P
LEVEE B/L
S T
A
.5
A . 9
.1
LEVEE B/L
R/W
R/W
R/W
PHOTO FLOWN JAN. 2008
LEVEE C/L
RAMP AT B/L
STA. 12
7+41
TO BE REBUILT
BY CONTRACTOR.
ACCESS
MUST BE MAINTAINED.
(SEE SHEET C-
13 F
OR DETAILS
TIE NEW ROAD
INTO EXIST.
ROAD
8" SHELL GAS PIPELINE
(SEE SHEET C-04,
UTILITY / FACILITY DISPOSITION TABLE)
S T
A . 9
SEE NOTE
TEMPORARY NO WORK AREA
LEVEE C/
L
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
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
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
A N
S I
D
H -8 -4
J A
Y S
H A
H B
R J
W P -X
X X
X X
X
/2
/2
B R
IA
N J
O H
N S
O N
J
G A
U T
R E
A U
X
A P
R /1
/2
H U
B Z
O N
E M
A T
O C
L A
K E P
O N
T C
H A
R T
R A
IN
A
N D V
IC
IN
IT
Y
L O
U
IS
IA
N A P
R O J E
C T
N O
R T
H O
F A
IR
L
IN
E H
IG
H W
A Y
S T
C H
A R
L E
S P
A R
IS
H
L E
V E
E R
E A
C H
A S
H E
L L P
IP
E L
IN
E
O D
H O
P E A
N D S
H E
L L P
IP
E L
IN
E F
L O
O D
W A
L L
R E
P L
A C
E M
E N
T P
H A
S E L P
V -0
.2
A
LIMITS OF T-WALL, I-WALL AND
ARMORING TO BE DEMOLISHED
BY CONTRACTOR
EXISTING TOP OF FLOODWALL
(TO BE DEMOLISHED BY
CONTRACTOR)
50’ TRANSITION
50’ TRANSITION
LIMITS OF DEMOLITION
AND EXCAVATION
8" STEEL GAS PIPELINE
INVERT EL. - 5.0
SEE SHEET C-04,
UTILITY / FACILITY DISPOSITION TABLE
CONSTRUCTION GRADE EL. 16.5
49’ TRANSITION
S T
A
CONSTRUCTION GRADE EL. 16.5
TYPICAL SECTION 4
TYP. SECTION 1
S T
A
E L .0
E L .0
EXISTING GROUND AT LEVEE C
COMPACTED FILL
TYPICAL
SECTION 2
1V:10H
S T
A
S T
A
S T
A
S T
A
EL. +2.0 DEGRADE EL +2.0 INSTALL 1400 LBS./IN GEOTEXTILE FABRIC
1F 3F
2P
2F
M
T C
H L
S
T A .5
F E
E T N
A V
D
F E
E T N
A V
D
7,5
°2
’3
,5
,0
°2
’3
,5
,0
°0 0’
0"
°2
’ 0
6,0
,5
°2
’ 0
,5
,0
7,5
,5
°0 0’
0"
°2
’3
6,0
°2
’3
,5
,5
,0
110+00
-5
115+00 120+00 125+00 130+00 135+00 140+00 145+00 155+00
-5
M A
T C
H L
IN
E
B /L S
T A .5
:1
150+00
P L
A N A
N D P
R O
F
IL
E
C-08
E D -0
-0
C -0
C .d g n
NOTES:
1. ACCESS ROAD SURFACING SEE SHEET C-13.
2. GUARD RAIL IS TO BE REMOVED AND REPLACED
BY CONTRACTOR. SEE SHEET C-14 FOR DETAILS.
L
IM
IT
O
F W
O R
K
B /L S
T A
X 3582929.908
Y 546276.693
118°31’47.4" 118°32’30.8"
N
400’0 200’
SCALE:1"=200’
GOODHOPE OIL AND GAS FIELD
ST. CHARLES PARISH
FLOOD SIDE
PROTECTED SIDE
STCH14UT
11-GSC
STCH14U
STCH15U
STCH16UT
10-GSC
U.S. 61 (AIRLINE HWY.)
PLAN
TIE INTO
EXIST.
ROAD
S T
A
.0
54’
T 12 S
R 8 E
ACCESS ROAD TO BE
BUILT BY CONTRACTOR
4P 5P
6P
5F
6F
7F
8F
8P
7P
11P9P
10P
TRUCK WASH
DOWN RACK
S T
A
.5
A
.0
LEVEE B/L
R/W
R/W
NEW
STAGING AREA
NEW BRIDGE
SEE SHEETS
S-101 THRU S-108
SCSA1U
9F
PHOTO FLOWN JAN. 2008
R/E
R/E R/E R/E
R/E R/E
R/E R/E
R/E R/E
R/E R/E
R/E R/E
R/E
R/E
RAMP AT B/L STA. 127+41
TO BE REBUILT BY CONTRACTOR.
ACCESS MUST BE MAINTAINED.
(SEE SHEET C-13 FOR DETAILS)
EXISTING GUARDRAIL TO BE REMOVED BY
CONTRACTOR WITHIN THE
TEMPORARY CONSTRUCTION EASEMENT
WORK AREA EASEMENT
ENTERGY
(SEE SHEET C-04 UTILITY/FACILITY
DISPOSITION TABLE)
TELEPHONE LINE
(SEE SHEET C-04,
UTILITY / FACILITY DISPOSITION TABLE)
SHELL PIPELINE CO.
INACTIVE 3" CRUDE OIL LINE
(SEE SHEET C-04,
UTILITY / FACILITY DISPOSITION TABLE)
EXTEX 2-1/2" GAS LINE ACTIVE
(SEE SHEET C-04,
UTILITY / FACILITY DISPOSITION TABLE)
LEVEE C/L
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
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
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
A N
S I
D
H -8 -4
J A
Y S
H A
H B
R J
W P -X
X X
X X
X
/2
/2
B R
IA
N J
O H
N S
O N
J
G A
U T
R E
A U
X
A P
R /1
/2
H U
B Z
O N
E M
A T
O C
L A
K E P
O N
T C
H A
R T
R A
IN
A
N D V
IC
IN
IT
Y
L O
U
IS
IA
N A P
R O J E
C T
N O
R T
H O
F A
IR
L
IN
E H
IG
H W
A Y
S T
C H
A R
L E
S P
A R
IS
H
L E
V E
E R
E A
C H
A S
H E
L L P
IP
E L
IN
E
O D
H O
P E A
N D S
H E
L L P
IP
E L
IN
E F
L O
O D
W A
L L
R E
P L
A C
E M
E N
T P
H A
S E L P
V -0
.2
A
LIMIT OF WORK B/L STA. 144+10
V :1
H
47’ GEOTEXTILE
REINFORCED TRANSITION
50’ GEOTEXTILE
REINFORCED TRANSITION
DEGRADE EL +2.0
INSTALL 1400 LBS./IN
GEOTEXTILE FABRIC
50’ TRANSITION
EXXON 2-1/2" ACTIVE GAS LINE
SEE SHEET C-04,
UTILITY / FACILITY DISPOSITION TABLE
TELEPHONE LINE
SEE SHEET C-04,
UTILITY / FACILITY DISPOSITION TABLE
50’ TRANSITION
3" INACTIVE CRUDE OIL LINE
SEE SHEET C-04,
UTILITY / FACILITY
DISPOSITION TABLE
DEGRADE EL +2.0
INSTALL 1400 LBS./IN
GEOTEXTILE FABRIC
DEGRADE TO EL. +2.0
INSTALL 1400 LBS./IN.
GEOTEXTILE
REINFORCEMENT
TOP OF FLOODWALL
EXISTING GROUND
AT FLOODWALL
S T
A
S T
A
E L .6
P V I
S T
A
EL. +2.0
TYPICAL SECTION 4
TYPICAL SECTION 3
S T
A
S T
A
TYPICAL SECTION 4
S T
A
S T
A
C
TYPICAL SECTION 3
S T
A
CONSTRUCTION GRADE EL. 16.5
S T
A
EXISTING GROUND AT LEVEE
EXISTING GROUND
COMPACTED FILL
C/L
10’
SEED, FERTILIZE AND MULCH
25.5’175.5’ 15’
R/W
VARIES
PROTECTED SIDE
R/W
VARIES
FLOOD SIDE
15’ 25.5’ 212.60’
EL. 2.5
EL. 9.0
EL. 9.0
EL. 2.5
8" SHELL PIPELINE-INVERT APPROXIMATE EL. -5.0
1V:2H
SETTLEMENT GAUGE SETTLEMENT GAUGE
OPTION B
NOTE: STOCKPILE DEGRADE SHALL START FROM THE HIGHEST ELEVATION
EL. 10.5
EL. 12.5
EL. 1.3EL. 0.0
EL. 3.51V:2H
1V:3H 1V :3H 1V
:3H 1V:3H
PROTECTED SIDE
FLOOD SIDE
M A
X H
E
IG
H T .2
M A
X H
E
IG
H T .0
EL. 4.5 1V:3H
1V:2H 1V:2H
EL. +2.0
1V :3H
M A
X
H E
IG
H T .5
M A
X
H E
IG
H T .0
C/L
MAX. DIST. 95.0’ MAX. DIST. 73.5’
MIN. DIST. 190.4’MI. DIST. 189.5’
C-09
:1
E D -0
-0
C -0
C .d g n
TYPICAL SECTION-1
WITH STOCKPILE TO MAXIMUM HEIGHT
N.T.S
ST. 94+98 TO 97+51
NEW ROAD
C/L
R/W
VARIES R/W
VARIES
T Y
P
IC
A L L
E V
E E S
E C
T
IO
N
EXISTING GROUND
EX. FLOODWALL TO BE
DEMOLISHED
EL. 2.0’
CUT AND REMOVE
EX. PILINGS AT EL. 2.0’
C/L
CLEAR AND GRUB
R/W
VARIES
PROTECTED SIDE
R/W
VARIES
FLOOD SIDE
8" SHELL PIPELINE-INVERT APPROXIMATE EL. -5.0
EXCAVATION
EL. 6.0
M A
X
H E
IG
H T .5
EL. 3.5
M A
X
H E
IG
H T .5
1V:3H
1V:3H
MAX. DIST: 155.5’
MIN. DIST: 189.5’
1V:2HTEMPORARY FLOOD PROTECTION
1V:3H 1V:3H
TYPICAL LEVEE SECTION-1
LEVEE CONSTRUCTION TO EL. 17.5’
DURING NON-HURRICANE SEASON
TYPICAL SECTION-1
EXCAVATION AREA
PIPELINE TO BE CUT AND CAPPED
WITHIN THE LIMITS OF THE RIGHT-OF-WAY
BY THE OWNER; PIPELINE TO BE GROUTED BY CONTRACTOR
CONSTRUCTION GRADE EL. 17.5’
228.0’ 265.0’
N.T.S
B/L STA. 94+98 TO 97+51
N.T.S.
B/L STA. 94+98 TO 97+51
PIPELINE TO BE CUT AND CAPPED
WITHIN THE LIMITS OF THE RIGHT-OF-WAY
BY THE OWNER; PIPELINE TO BE GROUTED BY CONTRACTOR
PIPELINE TO BE CUT AND CAPPED WITHIN THE LIMITS OF THE RIGHT-OF-WAY
BY THE OWNER; PIPELINE TO BE GROUTED BY CONTRACTOR
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
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
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
A N
S I
D
H -8 -4
J A
Y S
H A
H B
R J
W P -X
X X
X X
X
/2
/2
B R
IA
N J
O H
N S
O N
J
G A
U T
R E
A U
X
A P
R /1
/2
H U
B Z
O N
E M
A T
O C
L A
K E P
O N
T C
H A
R T
R A
IN
A
N D V
IC
IN
IT
Y
L O
U
IS
IA
N A P
R O J E
C T
N O
R T
H O
F A
IR
L
IN
E H
IG
H W
A Y
S T
C H
A R
L E
S P
A R
IS
H
L E
V E
E R
E A
C H
A S
H E
L L P
IP
E L
IN
E
O D
H O
P E A
N D S
H E
L L P
IP
E L
IN
E F
L O
O D
W A
L L
R E
P L
A C
E M
E N
T P
H A
S E L P
V -0
:1
N.T.S.
FLOOD SIDE PROTECTED SIDE
TYPICAL LEVEE SECTION - 3
EL. 8.5’EL. 12.5’
C-10
EXISTING GROUND COMPACTED FILL
10’
C/L
SEED, FERTILIZE AND MULCH
CLEAR AND GRUB
32’ 107’
EL. 3.0’
21’ 21’ 16’
EL. 8’
EL. 9’
99’ 3’
EL. 6.5’
EL. 5.5’
EL. 2.5’1V:3H
100’
R/W
VARIES
R/W
VARIES
SETTLEMENT GAGE
SETTLEMENT GAGE
B/L STA. 123+50 TO 130+50
B/L STA. 137+50 TO 142+13
UNCOMPACTED FILL
SAND FILL
FLOOD SIDE PROTECTED SIDE
C/L
N.T.S.
R/W
VARIES
R/W
VARIES
TYPICAL LEVEE SECTION - 2
SEED, FERTILIZE AND MULCH
CLEAR AND GRUB
1V:17H
1V:6H
1V:4 H 1V:3H
1V:6H 1V:10H
1V:20H
10’
1V:4 H
1V:3H
REACH 2A
B/L STA. 98+01 TO 101+50
COMPACTED FILL
SETTLEMENT GAUGE
EL. 6.3’
EL. 12.5’ EL. 12.5’
EL. 9.5’ EL. 8’
EL. 5’EL. 4.3’
EXISTING GROUND
NEW ROAD
C/L
NEW ROAD
C/L
E D -0
-0
C -1
C .d g n
T Y
P
IC
A L L
E V
E E S
E C
T
IO
N S A
N D
1V:3H
SAND FILL SHALL BE PLACED
TO THE TOE OF THE NEW BERM
PRIOR TO CONSTRUCTION OF
THE BERM
UNCOMPACTED FILL SHALL BE PLACED
TO THE TOE OF THE NEW BERM PRIOR
TO CONSTRUCTION OF THE BERM
UNCOMPACTED FILL SHALL
BE PLACED TO EL. 1.0’
SAND FILL SHALL BE
PLACED TO EL. 1.0’
120’ 137’
12’16’37.2’34’
CONSTRUCTION GRADE EL. 16.5’
18’ 15’ 60’
CONSTRUCTION GRADE EL. 16.5’
193’ 268’
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
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
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
A N
S I
D
H -8 -4
J A
Y S
H A
H B
R J
W P -X
X X
X X
X
/2
/2
B R
IA
N J
O H
N S
O N
W P -0
-R -0
J
G A
U T
R E
A U
X
A P
R /1
/2
L A
K E P
O N
T C
H A
R T
R A
IN
A
N D V
IC
IN
IT
Y
L O
U
IS
IA
N A P
R O J E
C T
N O
R T
H O
F A
IR
L
IN
E H
IG
H W
A Y
S T
C H
A R
L E
S P
A R
IS
H
L E
V E
E R
E A
C H
A S
H E
L L P
IP
E L
IN
E
O D
H O
P E A
N D S
H E
L L P
IP
E L
IN
E F
L O
O D
W A
L L
R E
P L
A C
E M
E N
T P
H A
S E L P
V -0
FLOOD SIDE
180’ R/W
200’
PROTECTED SIDE
NOTE:
OPTION B
STOCKPILE DEGRADE SHALL START FROM THE HIGHEST ELEVATION
EL. 4.5’
EL. 8.5’
C/L
MIN. DIST. 142.0’ MIN. DIST. 143.5’
MAX. DIST. 75.5’MAX. DIST. 89.0’
1V:
3H
1V:3H 1V:
3H1V:3H 1V:1H
1V:1H
M A
X
H E
IG
H T .5
M A
X
H E
IG
H T .0
1V:3H 1V:3H
EL. 5.0’
M A
X
H E
IG
H T .0
M A
X
H E
IG
H T .7
TYPICAL SECTION-4
DEGRADE SECTION
WITH STOCKPILE TO MAXIMUM HEIGHT
N.T.S
B/L STA. 102+00 TO 123+00
B/L STA. 131+00 TO 137+00
B/L STA. 143+00 TO 143+63
CLEAR AND GRUB
C/L
60’ 30’
EL. + 2.0’
DEGRADE
1400 LBS/IN GEOTEXTILE REINFORCEMENT
FLOOD SIDE PROTECTED SIDE
R/W
VARIES
NOTE:
DEGRADE AREA TO BE DRAINED MECHANICALLY
TO FLOOD SIDE AS NEEDED DURING CONSTRUCTION
173’ 191’
TYPICAL LEVEE SECTION - 4
DEGRADE AREA
N.T.S.
B/L STA. 102+00 TO 123+00
B/L STA. 131+00 TO 137+00
B/L STA. 143+00 TO 143+63
R/W
180’
R/W
180’
R/W
VARIES
EL. 2.0’
EL. 2.5’
EL. 2.0’
C-11
T Y
P
IC
A L L
E V
E E S
E C
T
IO
N
:1
E D -0
-0
C -1
C -1
.d g n
1V:
3H
1V:3H
EL. 4.5’
M A
X
H E
IG
H T .5
M A
X
H E
IG
H T .5
EL. 6.0’
1V:3H
MAX. DIST. 119.5’
MIN. DIST. 142.0’
EXISTING GROUND
TEMPORARY FLOOD
PROTECTION
EL. 10.0’
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
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
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
A N
S I
D
H -8 -4
J A
Y S
H A
H B
R J
W P -X
X X
X X
X
/2
/2
B R
IA
N J
O H
N S
O N
W P -0
-R -0
J
G A
U T
R E
A U
X
A P
R /1
/2
L A
K E P
O N
T C
H A
R T
R A
IN
A
N D V
IC
IN
IT
Y
L O
U
IS
IA
N A P
R O J E
C T
N O
R T
H O
F A
IR
L
IN
E H
IG
H W
A Y
S T
C H
A R
L E
S P
A R
IS
H
L E
V E
E R
E A
C H
A S
H E
L L P
IP
E L
IN
E
O D
H O
P E A
N D S
H E
L L P
IP
E L
IN
E F
L O
O D
W A
L L
R E
P L
A C
E M
E N
T P
H A
S E L P
V -0
C/L
60’ 30’
EL. + 2.0
19.3’34.7’
COMPACTED FILL
1400 LBS/IN GEOTEXTILE REINFORCEMENT
R/W
VARIES
FLOOD SIDE PROTECTED SIDE
R/W
VARIES
13.4’ 16.6’
EXISTING GROUND
TIE INTO
EXISTING
GROUND
TIE INTO
EXISTING
GROUND
EL. 6.5’ EL. 7.5’EL. 5.4’
C/L
60’ 30’
EL. + 2.0
COMPACTED FILL
1400 LBS/IN GEOTEXTILE REINFORCEMENT
R/W
VARIES
FLOOD SIDE PROTECTED SIDE
R/W
VARIES
EXISTING GROUND
EL. 3.0
SETTLEMENT GAGE
COMPACTED FILL
15’150’
SEED, FERTILIZE AND MULCH
21’10’24.5’
EL. 9.5’
EL. 9.5’
123.5’
SETTLEMENT GAGE
EL. 3.5
15’
TYPICAL LEVEE SECTION-4
LEVEE CONSTRUCTION TO EL. 13.5’
DURING NON-HURRICANE SEASON
TYPICAL LEVEE SECTION-4
LEVEE CONSTRUCTION TO EL. 16.5’
DURING HURRICANE SEASON
NEW ROAD
C/L
C-12
T Y
P
IC
A L L
E V
E E S
E C
T
IO
N
:1
E D -0
-0
C -1
C -1
.d g n
1V:
3H EL. 4.5
1V:3H
M A
X
H E
IG
H T .5
EL. 6.0
M A
X
H E
IG
H T .5
TEMPORARY
FLOOD
PROTECTION
CONSTRUCTION GRADE EL. 13.5’
CONSTRUCTION GRADE EL. 16.5’
N.T.S.
B/L STA. 102+00 TO 123+00
B/L STA. 131+00 TO 137+00
B/L STA. 143+00 TO 143+63
N.T.S.
B/L STA. 102+00 TO 123+00
B/L STA. 131+00 TO 137+00
B/L STA. 143+00 TO 143+63
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
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
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
A N
S I
D
H -8 -4
J A
Y S
H A
H B
R J
W P -X
X X
X X
X
/2
/2
B R
IA
N J
O H
N S
O N
W P -0
-R -0
J
G A
U T
R E
A U
X
A P
R /1
/2
L A
K E P
O N
T C
H A
R T
R A
IN
A
N D V
IC
IN
IT
Y
L O
U
IS
IA
N A P
R O J E
C T
N O
R T
H O
F A
IR
L
IN
E H
IG
H W
A Y
S T
C H
A R
L E
S P
A R
IS
H
L E
V E
E R
E A
C H
A S
H E
L L P
IP
E L
IN
E
O D
H O
P E A
N D S
H E
L L P
IP
E L
IN
E F
L O
O D
W A
L L
R E
P L
A C
E M
E N
T P
H A
S E L P
V -0
:1
C-13
T Y
P
IC
A L D
E T
A
IL
S E
D -0
-0
C -1
C -1
.d g n
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
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
A N
S I
D
H -8 -4
J A
Y S
H A
H B
R J
W P -X
X X
X X
X
/2
/2
B R
IA
N J
O H
N S
O N
J
G A
U T
R E
A U
X
A P
R /1
/2
H U
B Z
O N
E M
A T
O C
L A
K E P
O N
T C
H A
R T
R A
IN
A
N D V
IC
IN
IT
Y
L O
U
IS
IA
N A P
R O J E
C T
N O
R T
H O
F A
IR
L
IN
E H
IG
H W
A Y
S T
C H
A R
L E
S P
A R
IS
H
L E
V E
E R
E A
C H
A S
H E
L L P
IP
E L
IN
E
O D
H O
P E A
N D S
H E
L L P
IP
E L
IN
E F
L O
O D
W A
L L
R E
P L
A C
E M
E N
T P
H A
S E L P
V -0
.2
A
ACCESS ROAD SURFACING DETAIL
EXIST. 24’ ROAD
B/L STA. 94+98 TO 144+10
EXIST. LEVEE
EXIST. STONE AND
GEOTEXTILE
N.T.S.
N.T.S.
N.T.S.
SECTION VIEW-NEW RAMP DETAIL
N.T.S.
NEW ROAD 12’
NOTE:
1. TIE INTO EXIST. ACCESS ROAD AT EACH LIMIT OF WORK.
2. EXIST. GRANULAR SURFACING IS TO BE REMOVED AND
USED TO DISPLACE WATER AND SOFT SOILS NEAR THE
TOE OF THE NEW BERMS.
NEW LEVEE
EXIST. LEVEE
NEW LEVEE
1V:3H
CONSTRUCTION HAUL ROAD DETAIL
1V:3H
N.T.S.
HAUL ROAD
30’ CONSTRUCTION
B/L STA. 127+41
B/L STA. 127+41
B/L STA. 127+41
NOTES:
1. SEE CROSS SECTIONS (CS-01 TO CS-06) FOR HAUL ROAD LOCATIONS.
2. THIS SECTION IS TO BE USED IN AREAS WHERE HAUL ROAD OPERATIONS
ARE WITHIN THE LIMITS OF THE NEW LEVEE FOOTPRINT.
3. THE HAUL ROAD IS TO BE CONSTRUCTED PRIOR TO LEVEE CONSTRUCTION.
4. THE HAUL ROAD IS TO BE BUILT IN LIFTS AND COMPLY WITH ALL SPECIFICATIONS
FOR EMBANKMENT, COMPACTED FILL.
5. THE NEW LEVEE IS TO BE BUILT AROUND THE HAUL ROAD AND ONCE THE LEVEE IS
COMPLETE, A FINAL MOISTURE AND COMPACTION TEST ON THE HAUL ROAD MUST
BE COMPLETED.
C/L
NOT TO SCALE
TYPICAL GAGE DETAIL
SETTLEMENT MEASUREMENT GAGES
SHOULD THE CONTRACTOR DESIRE PAYMENT FOR PLACING ADDITIONAL
FILL DUE TO FOUNDATION SETTLEMENT DURING CONSTRUCTION, HE SHALL FURNISH
AND INSTALL SETTLEMENT GAGES AT LOCATIONS SHOWN ON THE DESIGN SECTION
AND AS SPECIFIED IN THE CONTRACT SPECIFICATIONS. THE SETTLEMENT
MEASUREMENT RANGE FOR EACH SETTLEMENT GAGE SHALL BE FOR A DISTANCE OF
150 FEET IN EACH DIRECTION FROM EACH SETTLEMENT GAGE MEASURED ALONG
THE CENTERLINE OF THE LEVEE SECTION, EXCEPT WHERE SETTLEMENT GAGES ARE
PLACED AT LESS THAN 300 FOOT INTERVALS, IN WHICH CASE THE
SETTLEMENT MEASUREMENT RANGE SHALL BE TO A POINT 1 / 2 THE DISTANCE
BETWEEN SETTLEMENT GAGES. RISER PIPES ARE PERMITTED ON SETTLEMENT GAGES.
LOCATION OF SETTLEMENT GAGES MAY BE MOVED HORIZONTALLY ON THE EXISTING
LEVEE CROWN AT CONTRACTOR’S OPTION WITH THE APPROVAL OF THE CONTRACTING
OFFICER.
PLATE 4’ X 4’ X 1 / 4"
OR 2’ X 2’ X 1 / 8"
STEEL PLATE 4’ X 4’ X 1 / 4"
OR 2’ X 2’ X 1 / 8"
PLACE SEPARATOR
GEOTEXTILE AND 7" THICK COMPACTED
CRUSHED STONE ON NEW ROAD
SMOOTH TRANSITION
TO EXISTING GROUND
EXISTING
GRADE
(TYPICAL)
:3
S U
R F
A C
E
V O
N
H 1
:3
T Y
P
1:4
1:41:4
90°
14’
AA
:3 S
U R
F A
C E
V O
N
H
:3
14’
SMOOTH TRANSITION
TO EXISTING GROUND
1V ON 10H 1V ON 10H
1V ON 4H
1V
ON 4
H
1V
ON 3
H
1V ON 3H
LEVEE
C L
FLOOD SIDE
PROTECTED SIDE
FLOOD SIDE PROTECTED SIDE
1:4
C L
14’
16.2’
SMOOTH TRANSITION
TO EXISTING GROUND
(TYPICAL)
:3
S U
R F
A C
E
V O
N
H 1
:3
T Y
P
1:4
1:41:4
90°
14’
AA
:3 S
U R
F A
C E
V O
N
H
:3
14’
SMOOTH TRANSITION
TO EXISTING GROUND
1V ON 10H 1V ON 10H
1V ON 4H
1V
ON 4
H
1V
ON 3
H
1V ON 3H
LEVEE
C L
FLOOD SIDE
PROTECTED SIDE
FLOOD SIDE PROTECTED SIDE
DESIGN GRADE
EL. 16.5
1:4
C L
COMPACTED FILL
14’
16.2’
14’ WIDE
GEOTEXTILE
SEPARATOR FABRIC
SMOOTH TRANSITION
TO EXISTING GROUND
GRADE
EXISTING
:3
S U
R F
A C
E
V O
N
H 1
:3
T Y
P
1:4
1:41:4
90°
14’
AA
:3 S
U R
F A
C E
V O
N
H
:3
14’
SMOOTH TRANSITION
TO EXISTING GROUND
1V ON 10H 1V ON 10H
1V ON 4H
1V
ON 4
H
1V
ON 3
H
1V ON 3H
LEVEE
COMPACTED
FILL
C L
FLOOD SIDE
PROTECTED SIDE
FLOOD SIDE PROTECTED SIDE
1:4
C L
COMPACTED FILL
14’
16.2’
14’ WIDE
GEOTEXTILE
SEPARATOR FABRIC
NOTES:
1. THE CONTRACTOR SHALL MAINTAIN ACCESS AT ALL TIMES DURING THE
CONSTRUCTION OF THE LEVEE ACCESS RAMP.
2. AT A MINIMUM, THE CONTRACTOR SHALL PROVIDE A 14-FT WIDE TEMPORARY
DETOUR RAMP WITH 1V ON 10H SLOPES AND 7-INCH THICK CRUSHED STONE
SURFACING, AND SHALL MAINTAIN THE RAMP IN GOOD CONDITION UNTIL THE
NEW RAMP IS COMPLETED.
3. TIE TEMPORARY AND NEW RAMP INTO THE EXISTING ROAD SURFACING.
PLAN VIEW-NEW RAMP DETAIL
SECTION A -NEW RAMP DETAIL
COMPACTED FILL
14’ WIDE
GEOTEXTILE
SEPARATOR FABRIC
PROTECTED SIDE
7" THICK COMPACTED CRUSHED STONE
EL. 8.5
EL. 12.5
/2 .0
C-14
E D -0
-0
C
C -1
.d g n
T Y
P
IC
A L G
U A
R D
R A
IL
D
E T
A
IL
S
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
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
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
A N
S I
D
H -8 -4
J A
Y S
H A
H B
R J
W P -X
X X
X X
X
/2
/2
B R
IA
N J
O H
N S
O N
W P -0
-R -0
J
G A
U T
R E
A U
X
A P
R /1
/2
L A
K E P
O N
T C
H A
R T
R A
IN
A
N D V
IC
IN
IT
Y
L O
U
IS
IA
N A P
R O J E
C T
N O
R T
H O
F A
IR
L
IN
E H
IG
H W
A Y
S T
C H
A R
L E
S P
A R
IS
H
L E
V E
E R
E A
C H
A S
H E
L L P
IP
E L
IN
E
O D
H O
P E A
N D S
H E
L L P
IP
E L
IN
E F
L O
O D
W A
L L
R E
P L
A C
E M
E N
T P
H A
S E L P
V -0
.2
A
30.0’ 30.0’146.0’ 146.0’
WORK AREA
EASEMENT
6’-3"
TRAFFIC
" LAP IN DIRECTION OF TRAFFIC
6’-3"
TRAFFIC
PLANELEVATION
SCALE: N.T.S.
DETAIL STEEL POSTS AND WOOD BLOCKS
6’-3" 6’-3"
TO NEXT POST
PLAN
ELEVATION
SCALE: N.T.S.
N.T.S. N.T.S.
2’-8"
SCALE: N.T.S. DETAIL "A" DETAIL "B"
C/L POST BOLT
SLOT (TYP.)
STEEL POST
STEEL POST
STEEL TUBE
6" X 8"X 3/16" X 5’-0"
STEEL BEARING PLATE
8" X 8"X 5/8" GALV.
GALVANIZED CABLE
UNDER HEAD AND NUT
BOLT & NUT WITH
CIRCULAR WASHERS
3/4" DIA.X10" LNG. STEEL GALV. SOIL PLATE
2’ X 1’-6"X 1/4"
6" X 8" X 3/16"X 5’-0"
STEEL TUBE
TIMBER BREAKWAY POST
6" X 8" X 3’-6 1/2"
3/4" DIA. 6’-6" LG.
RETROREFLECTIVE SHEETING
STEEL TUBE AROUND WOOD
POST (INSET)
THRIE BEAM TRAILING END SECTION
SCALE: N.T.S.
10.0’
10.0’
ET END SECTION
CONTRACTOR TO
REMOVE AND
REPLACE
GUARDRAIL
CONTRACTOR TO
REMOVE AND
REPLACE
GUARDRAIL
TRAILING END SECTION
NEW BRIDGE
EXISTING GUARDRAIL
GUARDRAIL PLAN
THRIE BEAM
THRIE BEAM FLARED
END SECTION
:1
B O
R
IN
G L
E G
E N
D
C-15
E D -0
-0
C -1
C .d g n
UNIFIED SOIL CLASSIFICATION
DESCRIPTIVE SYMBOLS
NOTES:
SYMBOLS TO LEFT OF BORING
FIGURES TO RIGHT OF BORING
TYPICAL NOTES:
MAJOR DIVISION
C O
A R
S E G
R A
IN
E D
S
O
IL
S
M o re t h a n h a lf o f m a te ri a l is l a rg e r th a n N o s ie v e s iz e
S A
N D
S G
R A
V E
L S
M o re t h a n h a lf o f c o a rs e f ra c ti o n i s s m a ll e r th a n N o s ie v e s iz e
M o re t h a n h a lf o f c o a rs e f ra c ti o n i s la rg e r th a n N o s ie v e s iz e
TYPE
CLEAN
GRAVEL
GRAVEL
(Little or No fines)
(Appreciable Amount of
Fines)
CLEAN
SAND
SANDS
(Little or
No Fines)
(Appreciable Amount of
Fines)
LETTER
SYMBOL
GW
GP
GM
GC
SW
SP
SM
SC
SYM
BOL
TYPICAL NAMES
SILTS AND
SILTS AND
(Liquid Limit
(Liquid Limit
50)
50)
ML
CL
OL
MH
CH
OH
GRAVEL,Well Graded,gravel-sand mixtures,little or no fines
GRAVEL,Poorly Graded,gravel-sand mixtures,little or no fines
SILTY GRAVEL,gravel-sand-silt mixtures
CLAYEY GRAVEL,gravel-sand-clay mixtures
SAND,Well-Graded,gravelly sands
SAND,Poorly-Graded,gravelly sands
SILTY SAND,sand-silt mixtures
CLAYEY SAND,sand-clay mixtures
SILT & very fine sand,silty or clayey fine sand or clayey silt with slight plasticity
LEAN CLAY,Sandy Clay,Silty Clay,of low to medium plasticity
ORGANIC SILTS,and organic silty clays of low plasticity
SILT,fine sandy or silty soil with high plasticity
FAT CLAY,inorganic clay of high plasticity
ORGANIC CLAYS of medium to high plasticity,organic silts
PEAT,and other highly organic soil
WOOD
SHELLS
Pt
Wd
SI
WOOD
SHELLS
NO SAMPLE
NOTE: Soils possessing characteristics of two groups are designated by combinations of group symbols.
F
IN
E G
R A
IN
E D S
O
IL
S
M o re t h a n h a lf t h e m a te ri a l is s m a ll e r th a n N o s ie v e s iz e
0 20 40 60 80 100
COLOR
COLOR SYMBOL
TAN
YELLOW
RED
T
Y
R
BLACK BK
IGr
BROWN
LIGHT BROWN
DARK BROWN dBr
IBr
Br dGr
Gr
GREEN
BLUE
Gn
Bl
BLUE-GREEN
WHITE Wh
MOTTLED Mot
MODIFICATIONS
MODIFICATION SYMBOL
F
M
C
Traces
Fine
Medium
Coarse cc
Rootlets rt
Lignite fragments lg
Shale fragments sh
Sandstone fragments sds
Shell fragments slf
Organic matter O
Clay strata or lenses CS
Silt strata or lenses SIS
Sand strata or lenses SS
Sandy S
Gravelly G
Boulders B
Slickensides SL
Wood Wd
Oxidized Ox
CONSISTENCY
FOR COHESIVE SOILS
CONSISTENCY
COHESION IN LBS./SQ.FT. FROM
UNCONFINED COMPRESSION TEST
SYMBOL
VERY SOFT
SOFT
MEDIUM
STIFF
VERY STIFF
HARD
250-500
500-1000
2000-4000 vSo
So
M
St vSt
H
Are natural water contents in percent dry weight
Are liquid and plastic limits, respectively
Ground-water surface and date observed
Denotes location of unconsolidated-undrained triaxial compression test
Denotes free water encountered in boring or sample
C
S
R
Q
T
FW
Are values of cohesion in lbs./sq.ft. from unconfined compression tests
** Results of these tests are available for inspection in the U.S. Army Engineer District
HIGHLY ORGANIC SOILS
LIGHT GRAY
DARK GRAY
BROWNISH-GRAY
GREENISH-GRAY
GRAYISH-GREEN
GRAYISH-BROWN
GRAY Concretions
CLAYS
CLAYS
10soil is finer, and 90% coarser than D .
WITH FINES
WITH FINES
Office, if these symbols appear beside the boring logs on the drawings.
brGr gyBr gnGr gyGn
BlGn
Tr
NS No Sample Retrieved
0 20 40 60 80 100
L.L.-LIQUID LIMIT
PLASTICITY CHART
"A " L
IN
E
P I.
P
L A
S T
IC
IT
Y I
N D
E X "U
LI
N E
CL-ML
For classification of fine-grained soils in accordance with ASTM D 2487
The D size of a soil is the grain diameter in millimeters of which 10% of the
When underlined denotes D size in mm
Denotes location of consolidation test * *
Denotes location of consolidated-drained direct shear test * *
Denotes location of consolidated-undrained triaxial compression test * *
Denotes location of sample subjected to consolidation test and each of the above three types of shear test * *
In parenthesis are driving resistances in blows per foot determined with a standard split spoon sampler (1 3/8" I.D., 2’’ O.D.) and a 140 lb. driving hammer with a 30’’ drop
FIGURES TO LEFT OF BORING
UNDER COLUMNS ’’ LL’’ AND ’’ PL’’
Where underlined with a solid line denotes laboratory permeability in centimeters per second of undisturbed sample
Where underlined with a dashed line denotes laboratory permeability in centimeters per second of sample remoulded to the estimated natural void ratio
FIGURES TO LEFT OF BORING
UNDER COLUMN ’’ W OR D ’’
1. While the borings are representative of subsurface conditions at their respective locations and for their respective vertical reaches, local variations characteristic of the subsurface materials of the region are anticipated and, if encountered, such variations will not be considered as differing materially within the purview of the contract clause entitled ’’Differing Site Conditions’’.
2. Ground-water elevations shown on the boring logs represent ground-water surfaces encountered in such borings on the dates shown. Absence of water surface data on certain borings indicates that no ground-water data are available from the boring but does not necessarily mean that ground-water will not be encountered at the locations or within the vertical reaches of such borings.
3. Consistency of cohesive soils shown on the boring logs is based on driller’s log and visual examination and is approximate, except within those vertical reaches of the borings where shear strengths from unconfined compression tests are shown.
4. Unless otherwise noted:
a. Undisturbed borings, indicated by the letter "U", are taken with a 5’’ I.D. Piston Type Sampler.
b. General type borings are taken with a 1 7/8" I.D. Tube Sampler and/or a 1 3/8" I.D. Split Spoon Sampler.
ML or OL
C L o r
L
C H o r
H
MH or OH
1000-2000
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
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
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
A N
S I
D
H -8 -4
J A
Y S
H A
H B
R J
W P -X
X X
X X
X
/2
/2
B R
IA
N J
O H
N S
O N
W P -0
-R -0
J
G A
U T
R E
A U
X
A P
R /1
/2
L A
K E P
O N
T C
H A
R T
R A
IN
A
N D V
IC
IN
IT
Y
L O
U
IS
IA
N A P
R O J E
C T
N O
R T
H O
F A
IR
L
IN
E H
IG
H W
A Y
S T
C H
A R
L E
S P
A R
IS
H
L E
V E
E R
E A
C H
A S
H E
L L P
IP
E L
IN
E
O D
H O
P E A
N D S
H E
L L P
IP
E L
IN
E F
L O
O D
W A
L L
R E
P L
A C
E M
E N
T P
H A
S E L P
V -0
C-16
:1
S O
IL
B
O R
IN
G S
E D -0
-0
C -1
C -1
.d g n
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
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
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
A N
S I
D
H -8 -4
J A
Y S
H A
H B
R J
W P -X
X X
X X
X
/2
/2
B R
IA
N J
O H
N S
O N
W P -0
-R -0
J
G A
U T
R E
A U
X
A P
R /1
/2
L A
K E P
O N
T C
H A
R T
R A
IN
A
N D V
IC
IN
IT
Y
L O
U
IS
IA
N A P
R O J E
C T
N O
R T
H O
F A
IR
L
IN
E H
IG
H W
A Y
S T
C H
A R
L E
S P
A R
IS
H
L E
V E
E R
E A
C H
A S
H E
L L P
IP
E L
IN
E
O D
H O
P E A
N D S
H E
L L P
IP
E L
IN
E F
L O
O D
W A
L L
R E
P L
A C
E M
E N
T P
H A
S E L P
V -0
.2
A
E L E
V A
T
IO
N S I
N F
E E
T N .A .V .D
E L E
V A
T
IO
N S I
N F
E E
T N .A .V .D
E L E
V A
T
IO
N S I
N F
E E
T N .A .V .D
E L E
V A
T
IO
N S I
N F
E E
T N .A .V .D vSt,rt,Wd,Ox Br&Gr
St,Wd,Ox Br&T
St,Wd,Ox dGr&Gr
M,Wd,Ox Gr
SlS
St,Wd,Ox Gr&Br
CS
vSt,Wd,rt
SlS St,Wd
Gr
No Sample
CS
M,Wd,rt,Ox Gr SlS
St,Wd,Ox gnGr
St,SlS,Wd,rt So,SlS,Wd,rt
Gr&Br
So,SlS,rt,Wd Gr
So,SlS,Wd,rt,Ox dGr&Br So,SlS,Wd,rt Gr&Br
O
M,SlS,Wd,rt dGr&Br&BK So,SlS,Wd,rt CS,rt
CS,Wd
SlS So,cc
SlS St
M,Ox SlS
M,SS
M
Gr
So,slf
M,slf,Sl gnGrSlS
So,Sl,slf
M,SS,slf SlS
So,SS
CS
So,SS
M,SS,cc
So,Sl,slf
So
M,slf
M,Sl,slf
M
Gr
M,Ox vSt,Ox gnGr&Gr vSt,cc,Ox gnGr&Br&Y
St,Wd,cc,Ox gnGr&Br
SlS vSt,Wd,cc lg&Br&Y
St,SlS,Wd,Ox
SlS vSt,Ox lg&Br
St,SlS lg CS,Ox lg&Br&Y
SlS St,SS lg&Br
CS,Ox Gr&Br&Y
St,SlS,SS,Ox lg St,Ox vSt,Ox
Gr&Br&Y vSt,Wd,Ox,SL lg&Br
St,Wd,cc,Ox,slf T&Br&Gr vSt,Wd,cc,slf Gr&Br
SlS
St,slf,Ox Gr
30“0’21.701" 90“23’28.9" (U)
BOR. STCH-11U (07-008B)
STA. 96+31.90
9.98 PS of B/L
Date: 11/2/2006
GROUND EL. 13.5W or D10
-10
-20
-30
-40
-50
-60
-70
-80
-90
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
M,SlS,rt,Ox Br&Gr
CS,Ox Br rt vSo,rt
M,Ox,rt vSo,rt,Ox
Gr
SlS vSo,Wd,rt,O Br&Gr vSo,SlS,rt,Wd
O vSo,SlS,Wd,rt
Gr vSo,O,SlS,rt,Wd Br&Gr vSo,O,SlS,Wd,rt Gr
O vSo,SlS,Wd,rt dBr&Gr vSo,O,SlS,Wd,rt Br&Gr vSo,SlS,Wd,rt,cc brGr CS,rt,cc
SlS vSo,rt
SlS vSo,Wd
SlS vSo
SlS vSo,slf
SlS vSo,slf
SlS vSo,Sl,slf
SlS So,Wd,slf
CS
So,SS,cc
So,SL
So,slf,SL
SlS
M,slf
Gr
M,O,SlS,Wd,slf,Ox Br&Gr M Gr&dGr St,Wd,OxSlS vSt,Ox,cc
SlS vSt,Ox,cc St,cc,Ox
SlS vSt H,Wd,cc H,Wd,cc,Ox gnGr
SlS St,Wd,cc,Ox lg&T&Y
St,Ox lg&T&Br SlS
H,Ox Br&Y&lg
30“0’16.801" 90“23’24.5" (U)
BOR. STCH-12UT (07-008B)
STA. 97+38.67
140.86 PS of B/L
WATER TABLE 4.0 FT.
Date: 10/23/2006
GROUND EL. 5.3W or D10
-10
-20
-30
-40
-50
-60
-70
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
C
C
St,Wd,rt Br
M,Wd Br&Gr
M,Wd Gr&Br St,Wd,Ox Gr&dGr
M,Wd,Ox gnGr&Gr
SlS
St,Wd,rt gnGr
CS brGr
CS
M,SlS,Wd,rt Gr&Br
CS
SlS So gnGr
So,SlS,Wd,rt dBr
M,SlS,Wd,rt dBr&Gr
So,SlS,Wd,rt Br
O
M,SlS,Wd,rt dGr&Br vSo,SlS,Wd vSo,SlS
CS
vSo,cc
SlS So,Wd,rt
SlS St,Wd,slf
SlS So
M,slf
SlS
M,Sl,slf
St,slf,Wd SlS
M
SlS vSo
CS
M,slf
M,Sl,O,Ox
So,Sl,slf,Ox vSo,slf
So,Sl,slf
Gr
SlS
St,Wd,O dGr&Br
SlS So dGr&gnGr vSt,Ox SlS vSt,Ox,cc
SlS vSt,cc,Ox vSt,Ox,cc gnGr vSt,Ox Br&gnGrSlS vSt,Ox T&Br&Gr
St,SlS,Ox lg&T H,Ox T&Gr&Br
SlS vSt,Ox Y&T&Gr
30“0’11.2" 90“23’14.399" (U)
BOR. STCH-13U (07-008B)
STA. 112+88.93
6.42 FS of B/L
Date: 10/30/2006
GROUND EL. 13.2W or D10
-10
-20
-30
-40
-50
-60
-70
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
St,SlS,Wd,rt Br
0.0784 CS,Ox Br&Gr
M,Wd Gr&Br
So,Wd,Ox,SL gnGr&GrSlS vSo,Wd Gr
O vSo,SlS,Wd,rt Br&Gr
No Sample
O vSo,SlS,Wd,rt
Br vSo,SlS,Wd,rt,O
CS,Wd,rt
SlS vSo,cc So vSo
So,Ox vSo,slf
SlS vSo,Sl,slf vSo,SlS vSo,SlS,slf vSo,Sl,slf vSo,slf vSo,Ox vSo vSo,slf
So,slf,SL vSo,slf So,slf
SlS
So,Wd,Sl,slf,SL
Gr
SlS M,Ox,cc vSt,Ox gnGr
M,Ox gnGr&Y vSt,cc,Ox gnGr vSt,cc,Ox gnGr&Br
SlS
M,cc,Ox Br&T&lg vSt,cc,Ox Br&lg
SlS St,Ox lg&Br
30“0’10.199" 90“23’15.5" (U)
BOR. STCH-13UT (07-008B)
STA. 113+02.74
135.17 PS of B/L
WATER TABLE 4.0 FT.
Date: 10/27/2006
GROUND EL. 5.3W or D10
-10
-20
-30
-40
-50
-60
-70
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
C
C
WATER CONTENT
% WATER, DRY WEIGHT
20 40 60 80 100 120 1400
194wN
225wN
L157w
L163w
WATER CONTENT
% WATER, DRY WEIGHT
20 40 60 80 100 120 1400
150wN
151wN
142wN
143214 159203 wLwL wL wL wL wL wL wL
WATER CONTENT
% WATER, DRY WEIGHT
20 40 60 80 100 120 1400
165wL
159wL
216217wL
WATER CONTENT
% WATER, DRY WEIGHT
20 40 60 80 100 120 1400
WATER CONTENT
% WATER, DRY WEIGHT
20 40 60 80 100 120 1400
So,Ox,rt,Wd
SlS So,Ox,rt
Gr
M,SlS,Wd,rt Br&Gr
O vSo,SlS,rt,Wd brGr
CS
vSo,Ox,rt,Wd,O
SlS vSo,Ox
SS vSo,Ox,slf vSo,Ox,SlS,slf
SS
SlS vSo,Ox,slf vSo,Ox,slf
So,Ox,slf
So,Ox vSo,Ox
So,Ox vSo,SS,Ox
So,Ox
So,Ox,slf
So,Ox,Sl,slf
SlS
M,Ox,Wd
M,Ox
Gr
SS
vSt,Ox gnGr
30^0’11.83" 90^23’11.087"test
BOR. 10-GSC (85-10)
STA. STA.117+50
ON B/L
Date: 10/28/1986
GROUND EL. 1.9W or D10
-10
-20
-30
-40
-50
-60
C-17
:1
S O
IL
B
O R
IN
G S
E D -0
-0
C -1
C -1
.d g n
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
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
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
A N
S I
D
H -8 -4
J A
Y S
H A
H B
R J
W P -X
X X
X X
X
/2
/2
B R
IA
N J
O H
N S
O N
W P -0
-R -0
J
G A
U T
R E
A U
X
A P
R /1
/2
L A
K E P
O N
T C
H A
R T
R A
IN
A
N D V
IC
IN
IT
Y
L O
U
IS
IA
N A P
R O J E
C T
N O
R T
H O
F A
IR
L
IN
E H
IG
H W
A Y
S T
C H
A R
L E
S P
A R
IS
H
L E
V E
E R
E A
C H
A S
H E
L L P
IP
E L
IN
E
O D
H O
P E A
N D S
H E
L L P
IP
E L
IN
E F
L O
O D
W A
L L
R E
P L
A C
E M
E N
T P
H A
S E L P
V -0
.2
A
E L E
V A
T
IO
N S I
N F
E E
T N .A .V .D
E L E
V A
T
IO
N S I
N F
E E
T N .A .V .D
E L E
V A
T
IO
N S I
N F
E E
T N .A .V .D
E L E
V A
T
IO
N S I
N F
E E
T N .A .V .D
St,SlS,Ox,rt M,SlS,Ox,Wd
Br&Gr vSt,Ox M,Ox
Br
St,Wd,Ox Br&Gr
SlS
M,Ox,rt,Wd
SS
So,Ox,rt
Ox
So,rt,Wd,Ox
Gr
SlS
So,Ox,Wd gnGr
So,O,SlS,Wd Gr
CS
O
So,SlS,Wd,rt
Br&Gr
SlS So,Wd,rt
CS,Wd,rt
SlS So,rt
CS,cc
SlS So
So,SS
So,Sl,slf
So,slf
SlS
So
CS
M
So,Sl,slf
So,slf,SL
M,Sl,slf
Gr
SlS
M,Wd Gr&dGr&Br M,SlS dGr vSt SlS vSt,Ox,cc
SlS vSt,Ox,cc vSt,cc,Wd gnGr vSt,Ox T&BrSlS St St,SlS
T&Gr vSt,SS,Ox vSt,SlS,Ox gnGr&Br
SS vSt,Ox lg&T
30“0’5.198" 90“23’4.898" (U)
BOR. STCH-14U (07-008B)
STA. 123+27.57
8.62 FS of B/L
WATER TABLE 10.0 FT.
Date: 10/27/2006
GROUND EL. 12.2W or D10
-10
-20
-30
-40
-50
-60
-70
-80
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
SlS M,Wd,rt Br
CS
M,Wd SlS vSo,Wd,Ox
Gr
CS
vSo,SlS,rt,Wd Br So,SlS,rt,Wd Br&dBr So,SlS,rt,Wd dBr vSo,SlS,rt,Wd dBr&Br O vSo,SlS,rt,Wd dGr vSo,rt,Wd,O
SlS vSo,rt,Wd CS,Wd vSo,SlS
SlS vSo
So,Wd SlS
So,slf
SlS vSo,Sl,slf vSo,slf
Gr
SlS vSo Gr&Br
CS
So,SL vSo,slf,SL
M,slf
So,Sl,slf
Gr
M,Wd,SL Br&Gr
SlS
M,Ox,Sl Gr
SlS M Br
St,SlS
SlS vSt,Ox gnGr vSt,Ox gnGr&Br vSt,Ox Gr&T SlS
St,Ox,cc T&Br
30“0’6.098" 90“23’3.901" (U)
BOR. STCH-14UT (07-008B)
STA. 123+43.23
131.77 FS of B/L
WATER TABLE 2.0 FT.
Date: 2/7/2007
GROUND EL. 3.2W or D10
-10
-20
-30
-40
-50
-60
-70
Q
Q
Q
Q
Q
Q
Q
Q
C
C
C
St,Wd,rtSlS vSt,rt
Br&Gr
St,rt,slf
St,rt
St,rt SlS So,rt,SL
Gr
No Sample
M,SS,slf
M,Wd
M,SL
So,SL O
So,Wd,rt
So,Wd
Gr
So,rt dBr
No Sample
So
SlS So
So M So,SlS,cc
So
SlS So
So,slf So,SlS,slf
So,slf
So
SlS
So
So,SL
So
So,SL
M,SL,slf
M,SL
M,SL,O,Wd M
St
Gr
SlS vSt gnGr St Gr&T vSt,cc vSt,SL,cc gnGr
M gnGr&T
St,SL,cc gnGr
SlS vSt Br&Gr
St Gr
St,SL St
Gr&T
St Gn&Gr SlS
St,SL Gr&T St
SlS vSt,SL
T&Gr
St,SL,cc Gr
SlS St T&Gr
St
St
St
Gr&T
St T&lBr
30“0’3.179" 90“23’0.96" (U)
BOR. STCH-15U (06-19534)
STA. 127+25.86
C/L
Date: 10/11/2006
GROUND EL. 10.8W or D10
-10
-20
-30
-40
-50
-60
-70
-80
-90
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
C
C
St,rt Br
T&Br(4)
So,O Gr
No Sample vSo,Wd,SL Gr
No Sample
So,O,rt vSo,Wd,rt,cc dGr&Br
No Sample
So,SlS
So So,SlS So So,CS
SS M
So So vSo,SlS
So So,SS
So
So,slf SlS
So So,SS,slf So
SlS So,SL
M,SL
SlS M,slf
M,SL
So,SL
M,SL
M,SL,slf
SlS
M
Gr vSt,SL St,SlS,SL St,SL St,S
SlS vSt vSt St gnGr
St,SL T&Gr
St SlS
St,SL Gr&T
29“59’59.28" 90“22’55.319" (U)
BOR. STCH-16UT (06-19534)
STA. 133+67.03
116.10 FT L/S OF B/L
Date: 10/9/2006
GROUND EL. 2.4W or D10
-10
-20
-30
-40
-50
-60
-70
Q
Q
Q
Q
Q
Q
Q
Q
Q
C
C
M,slf T&Gr(9)
M (6)
M,slf M,slf,DW So,DW,SL
So,O,DW,rt So,slf So,Wd
SlS vSo,SL
Gr
SlS Br M,O,Wd
M,Wd,rt Gr
O So,rt,DW dGr
CS
So,S,Wd,rt So,SS,rt
So,Wd,S
CS
So,S So
Gr
So,S,slf Br So
SS So,slf So,S,slf
SlS So,slf
O So,Wd,rt,slf So,Wd,rt,slf
O vSo,rt
SlS M,slf So,slf
M,slf,OSlS M So,CS So
M,SlS
CS
SlS
So So,SL
So
M,SL
M,slf M,SL,slf
M,slf M,O,Wd,rt
M,O St
Gr
St gnGr&T St Gr
St
St gnGr
M Gr
M,SL,cc T&GrSlS
So,cc Gr St St,cc gnGr&T
M lg
SlS St gnGr&T
O M M,SlS,SL
M
Gr&T
StSlS vSt
T&Gr
St,SL Gr&T
SlS vSt T&Gr
St Gr&T vSt,SL Br&Gr
St Gr&T
St SlS
St,Wd
T&Gr
St vSt,SlS
St
Gr
29°59’57.991" 90°23’04.263" (U)
BOR. SCSA-1U (0022-0081)
STA.
Date: 12/12/2008
GROUND EL. 3.095W or D10
-10
-20
-30
-40
-50
-60
-70
-80
-90
-100
E L E
V A
T
IO
N S I
N F
E E
T N .A .V .D
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
WATER CONTENT
% WATER, DRY WEIGHT
20 40 60 80 100 120 1400
162203wL
203wL155wN
WATER CONTENT
% WATER, DRY WEIGHT
20 40 60 80 100 120 1400
141175wL 146
203wL141wN
WATER CONTENT
% WATER, DRY WEIGHT
20 40 60 80 100 120 1400
267332wL255wN
WATER CONTENT
% WATER, DRY WEIGHT
20 40 60 80 100 120 1400
WATER CONTENT
% WATER, DRY WEIGHT
20 40 60 80 100 120 1400
177wL169wN
163wL
WATER CONTENT
% WATER, DRY WEIGHT
20 40 60 80 100 120 1400
So,Ox,rt,cc
SlS M,Ox,cc
Gr vSo,Wd,rt Gr
O vSo,SlS,Wd,rt brGr
CS,Ox,rt vSo,Wd,rt,cc
CS,rt,Wd
SlS vSo,Ox
SS vSo,SlS,Ox,slf vSo,Ox,slf
SS
vSo,Ox,Sl,slf
So,Ox vSo,Ox
So,Ox
SlS
So,Ox,slf
SS So,Ox,Wd,slf
SlS M,Ox
Gr
So,Ox lg
SS
vSt,Ox,cc Gr
30^0’5.414" 90^23’2.299"test
BOR. 11-GSC (85-10)
STA. STA.127+50
ON B/L
Date: 10/27/1986
GROUND EL. 0.7W or D10
-10
-20
-30
-40
-50
-60
A G
E H
Y D
R O
G R
A P
H
:1
C-18
E D -0
-0
C -1
C -1
.d g n
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
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4 5
A
B
M A
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A P
P R
D A
T E
F
IL
E N
U M
B E
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S
IZ
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S U
B M
IT
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D B
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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
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
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
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N E
W O
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A N
S L
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IS
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N A
A N
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J A
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H A
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X X
X X
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/2
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N J
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-R -0
J
G A
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/2
LAKE PONTCHARTRAIN AT
WEST END, LA.
STATION NO. 85625
(NAVD88-2004.65)
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
-2
-1
-2
-1
-2
-1
-2
-1
-2
-1
-2
-1
-2
-1
-2
-1
G A
G E R
E A
D
IN
G S I
N F
E E
T N
A V
D
1997 1998 1999
G A
G E R
E A
D
IN
G S I
N F
E E
T N
A V
D
200220012000
2006 2007
L A
K E P
O N
T C
H A
R T
R A
IN
A
N D V
IC
IN
IT
Y
L O
U
IS
IA
N A P
R O J E
C T
N O
R T
H O
F A
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L
IN
E H
IG
H W
A Y
S T
C H
A R
L E
S P
A R
IS
H
L E
V E
E R
E A
C H
A S
H E
L L P
IP
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IN
E
O D
H O
P E A
N D S
H E
L L P
IP
E L
IN
E F
L O
O D
W A
L L
R E
P L
A C
E M
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T P
H A
S E L P
V -0
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S T
A G
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Y D
R O
G R
A P
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C-19
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-0
C -1
C -1
.d g n
NEW ORLEANS DISTRICT
S O
L
IC
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N N
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F
IL
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A M
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D W
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C K
D B
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D E
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N
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2 3
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A
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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
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
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
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IA
N A
A N
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H -8 -4
J A
Y S
H A
H B
R J
W P -X
X X
X X
X
/2
/2
B R
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N J
O H
N S
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W P -0
-R -0
J
G A
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A U
X
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MAYJAN
2010 10 20
FEB MAR
2010 10 20
APR MAY
10 20 2010
JUN JUL
2010 10 20
AUG SEP
2010 2010
OCT NOV
2010 10 20
DEC JAN
2010 10 20
FEB MAR
10 20 10 20
APR MAY
2010 2010
JUN JUL
10 20 20
AUG
SEP
10 20 10 20
NOVOCT
2010 10 20
DEC JAN
2010 2010
FEB
10 20
MAR APR
2010 10 20
JUN
2010 10 20
JUL AUG
10 20
SEP
OCT
20 10 20
NOV
10 10
DEC
DEC
201020
NOV
102010
OCT
SEP
102010
AUG
JULJUN
MAY
APR
201020
MAR
102010
FEBJAN
20102010
DECNOV
20102010
OCTSEP
10 2020
AUG
102010201020
JULJUNMAYAPR
201020102010201020102010
NOV DEC JAN FEB MAR
2010201020102010201020102010
APR MAY JUN JUL AUG SEP OCT
201020102010
JAN FEB MAR
DEC
NOV
201020102010
AUG SEP OCTJUL
20102010
JUNMAY
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APR
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FEB
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20102010
NOV
OCT
SEP
AUG
JUL
102010
JUN
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FEB
JAN
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JANDEC
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10 20 10 20 10 20 10 20 10 20
JUNMAYAPRMARFEBJANDECNOV
10 20 10 20 2010 10 20 10 20 10 20 10 20 10 202010201020102010201020102010
APR MAY JUN JUL AUG SEP OCTMAR
20102010
FEB
JAN
2003 2005 2006
200220012000
1997 1998 1999
G A
G E R
E A
D
IN
G S I
N F
T
N A
V D
G A
G E R
E A
D
IN
G S I
N F
T
N A
V D
-2
-4
-2
-4
-2
-4
-2
-4 -4
-2
-4
-2
-4
-2
-4
-2
2007 2008 2009
AAIRLINE HWY. SOUTH OF
CONTROL STRUCTURE
ST. ROSE, LA.
STATION NO. 85660
(NAVD88-2004.65)
L A
K E P
O N
T C
H A
R T
R A
IN
A
N D V
IC
IN
IT
Y
L O
U
IS
IA
N A P
R O J E
C T
N O
R T
H O
F A
IR
L
IN
E H
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H W
A Y
S T
C H
A R
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S P
A R
IS
H
L E
V E
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E A
C H
A S
H E
L L P
IP
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IN
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H O
P E A
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L L P
IP
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IN
E F
L O
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W A
L L
R E
P L
A C
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T P
H A
S E L P
V -0
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S T
A G
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R O
G R
A P
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C-20
E D -0
-0
C -2
C -2
.d g n
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
Y
C K
D B
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D E
S
IG
N E
D B
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D E
S C
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N
D
2 3
C
4 5
A
B
M A
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A P
P R
D A
T E
F
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U M
B E
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S
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D B
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P L
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C A
L E
P L
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A T
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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
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
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
A N
S I
D
H -8 -4
J A
Y S
H A
H B
R J
W P -X
X X
X X
X
/2
/2
B R
IA
N J
O H
N S
O N
W P -0
-R -0
J
G A
U T
R E
A U
X
A P
R /1
/2
2007 2008 2009
MISSISSIPPI RIVER AT
BONNE CARRE, LA.
STATION NO. 01280
(NAVD88-2004.65)
G A
G E R
E A
D
IN
G S I
N F
T
N A
V D
G A
G E R
E A
D
IN
G S I
N F
T
N A
V D
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10…
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