wbv 16.2 levee lift prior to armoring southeast …slfpaw.org/wp-content/uploads/2016/06/100... ·...
TRANSCRIPT
COVER SHEET
LOCATION AND VICINITY MAP
00
01
GAGE READINGS
02 GENERAL NOTES AND LEGEND
03 UTILITY LOCATION
04
CONSTRUCTION ACCESS AND LAYOUT05
06
07
08
09
10
DESIGN CROSS SECTIONS
11
12
13
14
INDEX OF DRAWINGSNO.
DESIGN CROSS SECTIONS
ALIGNMENT
PLAN AND PROFILE
PLAN AND PROFILE
DESIGN CROSS SECTIONS
MISCELLANEOUS DETAILS
SLOPE PAVING TIE-IN DETAILS (SOUTH END)
SLOPE PAVING TIE-IN DETAILS (NORTH END)
WB
V 16.2 LE
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WBV 16.2 LEVEE LIFT
PRIOR TO ARMORING
SOUTHEAST LOUISIANA FLOOD PROTECTION
AUTHORITY - WEST
JEFFERSON PARISH, LOUISIANA
00
B
A
Y
O
U
S
E
G
N
E
T
T
E
B
A
Y
O
U
S
E
G
N
E
T
T
E
PROTECTED SIDE
MA
RC
ELLO
C
AN
AL
JEFFERSON PARISH, LOUISIANA
FLOOD SIDE
WB
V 16.2 LE
VE
E LIF
T
PR
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O A
RM
OR
IN
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SLF
PA
- W
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H, LO
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NA
AIM
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UP
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21
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LOCATION MAP
01
VICINITY MAP
SECTION/DETAIL TITLE
ON SAME DRAWING
(CENTERED UNDER
SECTION/DETAIL)
SECTION/DETAIL TITLE
ON ANOTHER DRAWING
(CENTERED UNDER
SECTION/DETAIL)
SCALE:
SUPPLEMENTAL INFORMATION
DETAIL/SECTION
A
2
99/999
DETAIL/SECTION
SCALE:
TOP FRONT SIDE
A
SECTION CUT W/
VIEW SHOWN ON
SAME DRAWING
SECTION CUT W/
VIEW SHOWN ON
ANOTHER DRAWING
DETAIL SYMBOL W/
VIEW SHOWN ON
ANOTHER DRAWING
DETAIL SYMBOL W/
VIEW SHOWN ON
SAME DRAWING
2
2
99/999
EXIST
MAX
MIN
SST
TYP
EXISTING
MAXIMUM
MINIMUM
MISCELLANEOUS
NEAR FACE
OUTSIDE FACE
ON CENTER
STAINLESS STEEL
TOP AND BOTTOM
TYPICAL
UNLESS NOTED OTHERWISE
UNDERGROUND
APPROXIMATE
BASELINE
FLOOD SIDE
VERTICAL
DIAMETER
P/S
L/S
FS&M
EXPANSION JOINT
STATION
DRAWINGDWG
HEIGHT
NUMBER
SAN SANITARY
SPECIFICATIONS
MIRR MIRRORED
* UNLESS OTHERWISE NOTED ON EACH SHEET
APPROX
B/L
EL.
EX
DIA
EJ
FT
HT
MISC
NF
OF
NO
OC
SPEC
T&B
UNO
UGND
S/P WIDTH
WATER MAINWM
W
MISC
LANDWARDL/W
FILL
CUT
LEVEE
RIGHT OF WAY
AZ AZIMUTH
F/S
PROTECTED SIDE
LAND SIDE
FERTILIZE, SEED AND MULCH
ELEVATION
EXISTING
EXIST EXISTING
V
H HORIZONTAL
DIST DISTANCE
P.I. POINT OF INFLECTION
STA
FEET
SHEET PILE
N.T.S. NOT TO SCALE
P/L PIPELIINE
R/W RIGHT OF WAY
MISCELLANEOUS
A
NEW CONSTRUCTION
EXISTING GROUND
99/999
2
1. COORDINATES REFER TO THE LOUISIANA STATE PLANE COORDINATE SYSTEM OF 1983, SOUTH
ZONE.
2. BEARINGS SHOWN ARE BASED FROM THE LOUISIANA STATE PLANE COORDINATE SYSTEM OF 1983,
SOUTH ZONE.
3. ELEVATIONS REFER TO NAVD88 (2010.00) BASED ON GPS OBSERVATIONS (GEOID12B).
4. DIMENSIONS AND/OR ELEVATIONS MARKED PLUS OR MINUS ARE APPROXIMATE. THE CONTRACTOR
SHALL FIELD VERIFY ACTUAL DIMENSIONS.
5. DRAWINGS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE SCALED. NTS IS SHOWN WHERE
DRAWING IS NOT OF SCALE.
6. ALL ELEVATIONS ARE PROVIDED IN FEET.
7. LOCATION OF EXISTING UTILITIES INDICATED ON THE PLAN SHEETS ARE SHOWN FOR
INFORMATIONAL PURPOSES ONLY AND ARE BASED, IN PART, ON INFORMATION PROVIDED BY THE
RESPECTIVE UTILITY COMPANIES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL
EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION.
8. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES AS A RESULT OF ITS
CONSTRUCTION OPERATIONS. THE DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S
EXPENSE.
9. NOISE CONTROL - CONTRACTOR SHALL TAKE MEASURES TO AVOID UNNECESSARY NOISE
APPROPRIATE FOR THE AMBIENT SOUND LEVELS IN THE AREA DURING WORKING HOURS. ALL
CONSTRUCTION MACHINERY & VEHICLES SHALL BE EQUIPPED WITH STANDARD SOUND MUFFLING
DEVICES, AND OPERATED SUCH MANNER TO CAUSE THE LEAST NOISE, CONSISTENT WITH
EFFICIENT PERFORMANCE OF THE WORK.
10. DUST CONTROL - CONTRACTOR SHALL TAKE MEASURES TO PREVENT UNNECESSARY DUST WHILE
TRANSPORTING EARTHEN MATERIAL WITHIN THE LEVEE RIGHT-OF-WAY. THE EMBANKMENT SHALL
BE KEPT MOIST TO PREVENT BLOWING DUST.
11. CONTRACTOR SHALL VISIT THE SITE OF WORK AND FIELD VERIFY EXISTING CONDITIONS PRIOR TO
SUBMITTING BID PROPOSAL.
12. ALL WORK AROUND AND UNDER HIGH VOLTAGE POWER LINES SHALL BE IN ACCORDANCE WITH
OSHA AND ENTERGY REQUIREMENTS.
13. AS SPECIFIED UNDER THIS CONTRACT, THE CONTRACTOR SHALL FURNISH THE BORROW MATERIAL
FOR CONSTRUCTION OF EMBANKMENT FROM ANY OF THE CLAY SOURCES IN THE
SPECIFICATIONS.
14. OFFSETS REFLECT A PERPENDICULAR OFFSET (90 DEGREES) FROM THE BASELINE LISTED AS LT.
(LEFT) OR RT. (RIGHT), UNLESS OTHERWISE NOTED.
15. THE PRE-CONSTRUCTION AND POST- CONSTRUCTION CONDITIONS OF THE PERMANENT ROADS,
STREETS, DRIVEWAYS, SIDEWALKS, ABOVE-GROUND UTILITIES, EXISTING GROUND, AND EXISTING
STRUCTURES SHALL BE VERIFIED AND BE DOCUMENTED BE THE USE OF CONTRACTOR-FURNISHED
PHOTOGRAPHS AND VIDEOS. THE CONTRACTOR SHALL COORDINATE SO THAT REPRESENTATIVES
OF THE AUTHORITY ARE PRESENT DURING THE PRE- AND POST-CONSTRUCTION DOCUMENTATION.
LEVEE CENTERLINE
PROJECT BASELINE
VIEW SUBTITLE/
(CENTERED UNDER
EACH VIEW)
GENERAL NOTES:
SILT FENCE
CONSTRUCTION STAGING AREA
EXISTING FENCE
9.6 km (5.95 MI) SOUTHERLY ALONG STATE HWY 3134 FROM THE
JUNCTION OF STATE HWY 45 (BARATARIA BLVD) IN MARRERO, 7.3M (24')
EAST OF CENTERLINE OF THE HWY, 1.2M (3.9') SOUTH-SOUTHEAST
OF THE NORTH END OF A BRIDGE SPANNING THE INTRACOASTAL
WATERWAY, 1.0M (3.3') SOUTH OF THE SOUTH FACE OF A WING WALL,
0.6M (2') EAST OF THE EAST FACE OF THE BRIDGE RAILING, AND 0.3M
(1') BELOW THE LEVEL OF THE HIGHWAY
2.4 KM (1.50 MI) NORTHERLY ALONG STATE HIGHWAY 45 (BARATARIA
BLVD) FROM THE JUNCTION OF STATE HIGHWAY 3134 IN MARRERO,
THENCE 1.7 KM (1.05 MI) WESTERLY ALONG LAPALCO BLVD., 21.1 M (69.2
FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
BOULEVARD, 6.2 M (20.3 FT) EAST OF THE CENTER OF A ROAD LEADING
TO THE MARRERO WASTE WATER TREATMENT PLANT AND WAREHOUSE
AT 6250 LAPALCO BLVD., 1.7 M (5.6 FT) EAST OF THE EAST POST OF A
GATE, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND THE SOUTHEAST
CORNER OF A CHAIN-LINK FENCE ENCLOSING THE PLANT, AND 0.3 M (1.0
FT) BELOW THE LEVEL OF THE BOULEVARD. NOTE--ACCESS TO THE
DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
ELEVATION: 2.13'
NAVD88 (2009.55)
X=3,666,840.25
Y=502,396.15
LAT 29-52-33.06
LONG 90-06-55.22
ELEVATION: 0.42'
NAVD88 (2009.55)
X=3,635,808.25
Y=514,854.25
LAT 29-54-39.52
LONG 90-12-46.30
WEST ON HWY 90, FROM THE INTERSECTION OF HWY 90 AND THE SOUTH
END OF THE HUEY P LONG BRIDGE, FOR 3.70 MI TO THE ENTRANCE OF THE
REST LAWN CEMETERY GARDENS, ON THE RIGHT. THE MARK IS JUST INSIDE
THE ENTRANCE TO THE CEMETERY. APPROXIMATELY 130 FT NORTH OF THE
WEST BOUND LANE OF HWY 90, 10 FT NORTH OF THE FENCE OF THE CENTER
BRICK PILLAR IN FENCE LINE, 39.4 FT SOUTH OF A FLAG POLE, 16 FT
EAST/SOUTHEAST OF THE NORTHEAST CORNER OF THE NORTHWEST BRICK
PILLAR, 17 FT EAST/NORTHEAST OF THE NORTHEAST CORNER OF THE
SOUTHWEST BRICK PILLAR, 16.6 FT WEST/SOUTHWEST OF THE NORTHWEST
CORNER OF THE NORTHEAST BRICK PILLAR.
NOTES:
1. PBM MVN 57 SHALL BE USED AS PRIMARY BENCHMARK. PBM G365, PBM B-369 &
PBM Q-368 SHALL BE SECONDARY BENCHMARKS
2. BENCHMARK ELEVATIONS PROVIDED BY SLFPA-WEST.
3. NAVD88 (2010.00) ELEVATIONS ARE TO BE USED ON THIS PROJECT.
4. NAVD88 (2009.55) ELEVATIONS PROVIDED FOR INFORMATION ONLY.
PBM
B-369
ELEVATION: 5.81'
NAVD88 (2009.55)
X=3,671,973.72
Y=463,295.88
LAT 29-46-05.40
LONG 90-06-01.70
PBM
Q-368
PBM
G-365
TABULATION OF BENCHMARK
BENCH
MARKS
ELEVATIONDESCRIPTION
GENERAL CROSS-REFERENCING SYMBOLS
ABBREVIATIONS
GENERAL LEGEND
CONSTRUCTION AREA
PERIMETER
LIMITS OF CONSTRUCTION
EXISTING FACILITY
FLAG
CONSTRUCTION
SEQUENCE FLAG
CONSTRUCTION
SILT FENCE FLAG
GAS GAS
OHP
OVERHEAD POWER POLES
EXISTING GAS
OVERHEAD POWER LINES
ELEVATION: -5.18
NAVD88 (2010.00)
X=3,652,699.96
Y=509,887.38
LAT 29-53-48.72
LONG 90-09-34.54
MONUMENT IS A 1/2" STAINLESS STEEL ROD, DRIVEN TO A DEPTH OF 88 FT.
MONUMENT IS IN BAYOU SEGNETTE STATE PARK, 0.6 MILES SOUTH OF
ENTRANCE TO PARK ON DRAKE AVE. SET 17.6 FT WEST OF ASPHALT ROAD
TO PARKING LOT, 76.4 FT EAST OF EXIT ROAD OF BAYOU SEGNETTE STATE
PARK. SET IN A 6" X 24" PVC PIPE WITH ALUMINUM ACCESS COVER.
PBM
MVN 57
(PRIMARY)
HAUL ROUTE
REMOVE EXIST.
STONE ACCESS
ROADWAYS
02
WB
V 16.2 LE
VE
E LIF
T
PR
IO
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OR
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1
ELEVATION OF EXISTING TRANSMISSION TOWER
E-15 DETAIL 1
ITEM DESCRIPTION NORTHING EASTING OWNER ADDRESS PHONE NO.
WB
V 16.2 LE
VE
E LIF
T
PR
IO
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SLF
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1
03
GA
GE
R
EA
DIN
GS
IN
F
T. N
AV
D8
8 (2
00
4.6
5)
GA
GE
R
EA
DIN
GS
IN
F
T. N
AV
D8
8 (2
00
4.6
5)
1999 2000 2001
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
-2 -2
-1 -1
0 0
1 1
2 2
3 3
4 4
5 5
6 6
7 7
2002 2003 2004
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
-2 -2
-1 -1
0 0
1 1
2 2
3 3
4 4
5 5
6 6
7 7
2005 2006 2007
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
-2 -2
-1 -1
0 0
1 1
2 2
3 3
4 4
5 5
6 6
7 7
2008
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
-2 -2
-1 -1
0 0
1 1
2 2
3 3
4 4
5 5
6 6
7 7
WB
V 16.2 LE
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T
PR
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R T
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IN
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1
04
BAYOU SEGNETTE AT LAPALCO (id 82740)
FOR CONTRACTOR'S INFORMATION
E
N
T
E
R
&
E
X
I
T
6
7
5 4
3
2
12
13
14
15
1
8
10
11
9
16
FLOOD SIDE
PROTECTED SIDE
JEFFERSON PARISH, LOUISIANA
B
A
Y
O
U
S
E
G
N
E
T
T
E
NO. NORTHING EASTING
SILT FENCE LOCATION
COORDINATES
WB
V 16.2 LE
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PR
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IN
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SLF
PA
- W
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1
CONSTRUCTION ACCESS AND LAYOUT
05
W
W
W
W
W
W
W
W
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S O
H
P
O
H
P
O
H
P
O
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P
O
H
P
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H
P
O
H
P
O
H
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H
P
O
H
P
O
H
P
O
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P
O
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O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
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O
H
P
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H
P
O
H
P
O
H
P
O
H
P
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H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
FLOOD SIDE
PROTECTED SIDE
BA
YO
U S
EG
NE
TT
E
JEFFERSON PARISH, LOUISIANA
WB
V 16.2 LE
VE
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T
PR
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IN
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PA
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70
00
1
06
ALIGNMENT
PROJECT BASELINE OFFSET
WESTBANK SYSTEM
BASELINE
PROJECT BASELINE
PROJECT BASELINE
WESTBANK SYSTEM BASELINE
O
H
P
O
H
P
O
H
P
PROTECTED SIDE
FLOOD SIDE
1+00 2+00 3+00 4+00 5+00 6+00 7+00
(+
14.07)
(+
10.16)
(+
9.35)
(+
11.72)
(+
11.20)
(+
10.97)
MA
TC
HLIN
E S
TA
. 7+
00
SE
E S
HE
ET
8
0
5
07
PLAN AND PROFILE
030 30 60 120
7+00
WB
V 16.2 LE
VE
E LIF
T
PR
IO
R T
O A
RM
OR
IN
G
SLF
PA
- W
ES
T
JE
FF
ER
SO
N P
AR
IS
H, LO
UIS
IA
NA
AIM
S G
RO
UP
,
IN
C
44
21
Z
EN
IT
H S
T
ME
TA
IR
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, L
A
70
00
1
(+
10.50)
HORIZONTAL SCALE
015 15 30 60
VERTICAL SCALE
10
15
20
25
30
35
40
0
5
0+00
10
15
20
25
30
35
40
7+00 8+00 9+00 10+00
(+
11.98)
(+
12.85)
BA
YO
U S
EG
NE
TT
E
PROTECTED SIDE
FLOOD SIDE
WB
V 16.2 LE
VE
E LIF
T
PR
IO
R T
O A
RM
OR
IN
G
SLF
PA
- W
ES
T
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SO
N P
AR
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H, LO
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IA
NA
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S G
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UP
,
IN
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44
21
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EN
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H S
T
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70
00
1
SE
E S
HE
ET
7
MA
TC
HLIN
E S
TA
. 7+
00
PLAN AND PROFILE
030 30 60 120
HORIZONTAL SCALE
015 15 30 60
VERTICAL SCALE
(+
10.50)
0
5
10
15
20
25
30
0
5
10
15
20
25
30
7+00
35
40
35
40
08
0
-10
10
0
-10
10
0
-10
10
0
-10
10
CUT/FILL END AREA SQ.FT.
FILL MATERIAL TYPE
CUT/FILL END AREA SQ.FT.
FILL MATERIAL TYPE
0
-10
10
0
-10
10
2020
FLOOD SIDE
PROTECTED SIDE
CUT/FILL END AREA SQ.FT.
FILL MATERIAL TYPE
0
-10
10
0
-10
10
-80 -70 -60 -50 -20-40 -30 -10 0 12030 40 50 60 8070 90 100 110 150-90-120 -110 -100-130
2020
10 20
CUT/FILL END AREA SQ.FT.
FILL MATERIAL TYPE
-80 -70 -60 -50 -20-40 -30 -10 0 12030 40 50 60 8070 90 100 110-90-120 -110 -100-130 10 20 150130 140
130 140
-80 -70 -60 -50 -20-40 -30 -10 0 12030 40 50 60 8070 90 100 110-90-120 -110 -100-130 10 20 150130 140
-80 -70 -60 -50 -20-40 -30 -10 0 12030 40 50 60 8070 90 100 110-90-120 -110 -100-130 10 20 150130 140
CUT
CUT
CUT
CUT
20
20
20
20
FLOOD SIDE
PROTECTED SIDE
FLOOD SIDE
PROTECTED SIDE
FLOOD SIDE
PROTECTED SIDE
WB
V 16.2 LE
VE
E LIF
T
PR
IO
R T
O A
RM
OR
IN
G
SLF
PA
- W
ES
T
JE
FF
ER
SO
N P
AR
IS
H, LO
UIS
IA
NA
AIM
S G
RO
UP
,
IN
C
44
21
Z
EN
IT
H S
T
ME
TA
IR
IE
, L
A
70
00
1
09
DESIGN CROSS SECTIONS
0
-10
10
0
-10
10
0
-10
10
0
-10
10
20
20
20
20
CUT/FILL END AREA SQ.FT.
MATERIAL TYPE
CUT/FILL END AREA SQ.FT.
MATERIAL TYPE
0
-10
10
0
-10
10
20 20
CUT/FILL END AREA SQ.FT.
MATERIAL TYPE
0
-10
10
0
-10
10
20 20
FLOOD SIDE
PROTECTED SIDE
CUT/FILL END AREA SQ.FT.
MATERIAL TYPE
-80 -70 -60 -50 -20-40 -30 -10 0 30 40 50 60 8070 90 100 110-90-120 -110 -100-130 10 20 120 130 140 150
-80 -70 -60 -50 -20-40 -30 -10 0 30 40 50 60 8070 90 100 110-90-120 -110 -100-130 10 20 120 130 140 150
-80 -70 -60 -50 -20-40 -30 -10 0 30 40 50 60 8070 90 100 110-90-120 -110 -100-130 10 20 120 130 140 150
-80 -70 -60 -50 -20-40 -30 -10 0 30 40 50 60 8070 90 100 110-90-120 -110 -100-130 10 20 120 130 140 150
FILL CUT
FILL CUT
FILL CUT
FILL CUT
FLOOD SIDE
PROTECTED SIDE
FLOOD SIDE
PROTECTED SIDE
FLOOD SIDE
PROTECTED SIDE
10
DESIGN CROSS SECTIONS
WB
V 16.2 LE
VE
E LIF
T
PR
IO
R T
O A
RM
OR
IN
G
SLF
PA
- W
ES
T
JE
FF
ER
SO
N P
AR
IS
H, LO
UIS
IA
NA
AIM
S G
RO
UP
,
IN
C
44
21
Z
EN
IT
H S
T
ME
TA
IR
IE
, L
A
70
00
1
0
-10
10
0
-10
10
FLOOD SIDE PROTECTED SIDE
20 20
CUT/FILL END AREA SQ.FT.
MATERIAL TYPE
0
-10
10
0
-10
10
2020
CUT/FILL END AREA SQ.FT.
MATERIAL TYPE
-80 -70 -60 -50 -20-40 -30 -10 0 12030 40 50 60 8070 90 100 110 130-90-120 -110 -100-130 10 20
-80 -70 -60 -50 -20-40 -30 -10 0 12030 40 50 60 8070 90 100 110 130-90-120 -110 -100-130 10 20 140
150
140
150
FILL CUT
FILL CUT
FLOOD SIDE PROTECTED SIDE
11
DESIGN CROSS SECTIONS
WB
V 16.2 LE
VE
E LIF
T
PR
IO
R T
O A
RM
OR
IN
G
SLF
PA
- W
ES
T
JE
FF
ER
SO
N P
AR
IS
H, LO
UIS
IA
NA
AIM
S G
RO
UP
,
IN
C
44
21
Z
EN
IT
H S
T
ME
TA
IR
IE
, L
A
70
00
1
4
:
1
BENCHING DETAIL
EROSION CONTROL SILT FENCE
SECTION
SETTLEMENT GAGE DETAIL
6:1 6:1
TEMPORARY TRUCK WASH DOWN RACK
PLAN VIEW
(ACCESS/HAUL ROAD)
PROFILE
WB
V 16.2 LE
VE
E LIF
T
PR
IO
R T
O A
RM
OR
IN
G
SLF
PA
- W
ES
T
JE
FF
ER
SO
N P
AR
IS
H, LO
UIS
IA
NA
AIM
S G
RO
UP
,
IN
C
44
21
Z
EN
IT
H S
T
ME
TA
IR
IE
, L
A
70
00
1
12
PROPOSED SETTLEMENT GAGE LOCATIONS
NUMBER NORTHING EASTING
01
02
03
STATION
1+50.00
2+50.00
3+50.00
509114.172
509213.916
509313.659
3653970.667
3653963.514
3653956.361
OFFSET
04
05
06
4+50.00 509413.403
509513.147
509612.891
3653949.209
3653942.056
3653934.903
07
08
509710.737
509788.296
3653915.510
3653852.386
3' RT.
3' RT.
3' RT.
3' RT.
3' RT.
3' RT.
3' RT.
3' RT.
5+50.00
6+50.00
7+50.00
8+50.00
0+
00
0
10
20
0
10
20
5
15
5
15
1+
50
0+
50
1+
00
WB
V 16.2 LE
VE
E LIF
T
PR
IO
R T
O A
RM
OR
IN
G
SLF
PA
- W
ES
T
JE
FF
ER
SO
N P
AR
IS
H, LO
UIS
IA
NA
AIM
S G
RO
UP
,
IN
C
44
21
Z
EN
IT
H S
T
ME
TA
IR
IE
, L
A
70
00
1
13
PLAN
PROFILE
8+
50
9+
00
0
10
20
9+
50
0
10
20
5
15
5
15
8+
40
WB
V 16.2 LE
VE
E LIF
T
PR
IO
R T
O A
RM
OR
IN
G
SLF
PA
- W
ES
T
JE
FF
ER
SO
N P
AR
IS
H, LO
UIS
IA
NA
AIM
S G
RO
UP
,
IN
C
44
21
Z
EN
IT
H S
T
ME
TA
IR
IE
, L
A
70
00
1
14
PLAN
PROFILE