W912P8-16-B-0039_Plans.pdf
PDF 13 MB Posted
- Solicitation number
- W912P8-16-B-0039
About this file
Plans
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Corrected_Bid_Abstract_Post.pdf | ||
| Bid_Abstract_Post.pdf | ||
| Am_0003_16-B-0039.pdf | ||
| Am_0002_16-B-0039.pdf | ||
| W912P8-16-B-0039_Amendment_0001.pdf | ||
| Solicitation_W912P9-16-B-0039.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
/1
/2
E D
-0
K J
O 'C a in
J a s o n A
B in e t
W P -1
-C
J E
F F
E R
S O
N P
A R
IS
H L
O U
IS
IA
N A
H -8 -4
SHEET NO. DESCRIPTION
COVER SHEET
INDEX AND GENERAL NOTES
DRAWING INDEX
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
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
:1
W B
V H
S D
R R
S M
IT
IG
A T
IO
N K
IM
L T
E S
S
IT
O R
E
K L T
MILLAUDON CANAL PLAN AND PROFILE
HORSESHOE CANAL PLAN AND PROFILE
HWY 45 BORROW PIT PLAN AND PROFILE
BORING LEGEND
CE-301
CE-302
CE-303
0+00
STATION X-COORD
20+00
HWY 45 BORROW PIT BASELINE
0+00
STATION X-COORD Y-COORD
24+00
0+00
STATION X-COORD Y-COORD
25+00
HORSESHOE CANAL BASELINE
MILLAUDON CANAL BASELINE
STATION X-COORD Y-COORD
SOUTH
STATION X-COORD Y-COORD
PT #2
SAND BERM ALIGNMENT
CLAY DIKE ALIGNMENT
PT #3
PT #1
NORTH
3661945.56
492962.22
3662103.21 492706.36
3659716.92
3662750.13 494367.11
3665234.72 494644.26
3662610.47 490797.09
3662610.47 490455.80
3662622.97 490514.95
3663163.79 490519.84
3663756.74 490466.87
3663804.76
ABBREVIATIONS
MAX
MIN
TYP
MAXIMUM
MINIMUM
MISCELLANEOUS
TYPICAL
APPROXIMATE
VERTICAL
P/S
STATION
DRAWINGDWG
* UNLESS OTHERWISE NOTED ON EACH SHEET
APPROX
EL.
FT
MISC
GENERAL LEGEND
PROTECTED SIDE
ELEVATION
EXIST EXISTING
V
H HORIZONTAL
DIST DISTANCE
P.I. POINT OF INFLECTION
STA
FEET
N.T.S. NOT TO SCALE
FT
P.I.
EXISTING GROUND
EXISTING GRADE
C/L CENTERLINE
BASELINEB/L
BS BORROW SITE
BEC BOTTOM EDGE OF CUT
CA CUT AREA
FA FILL AREA
SF SQUARE FEET
(+/-) APPROXIMATE
BENCHMARK
AC ACRE
GENERAL BORING
DIKE CENTERLINE
EOS EDGE OF SHOULDER
EOP EDGE OF PAVEMENT
GS GRADE STAKE
UNDISTURBED BORING
TOP TOP EDGE OF CUT
TOB TOP OF BANK
BLH-WET
HARDWOOD WET
BOTTOM LAND
MILLAUDON CANAL TYPICAL SECTIONS
HORSESHOE CANAL TYPICAL SECTIONS
HWY 45 BORROW PIT TYPICAL SECTIONS
G-001
G-002
G-401
CE-101
CE-102
CE-103
CE-104
B-001
J E
A N L
A F
IT
T E S
W A
M P
M
IL
L A
U D
O N A
N D
H O
R S
E S
H O
E C
U T S
A N
D B
L H -W
E T
H W
Y
B O
R R
O W P
IT
R E
S T
O R
A T
IO
N
G-002
D R
A W
IN
G I
N D
E X A
N D G
E N
E R
A L N
O T
E S
A
U G
G -0
.d g n
B-002
B-003 HWY 45 BORROW PIT BORING
PT #4
PT #5
PT #6
3662622.97
3663580.93
3663756.28
490791.086
490790.79
490849.06
G-003 PROJECT LOCATION AND VICINITY MAP
CE-105 BONNET CARRE' BORROW SITE
CE-106 TRUCK ACCESS
CE-201 SPOIL MOUND CUTS THEORETICAL SECTIONS
CE-202 HWY 45 BORROW PIT THEORETICAL SECTIONS
CE-501 PLANTING PLAN AND PLANT SPECIES LIST
ACCESS ROUTES
ELEVATION 1.15 FEET
VERTICAL NAVD88 (2004.65)
N: 490873.30, E: 3664630.90
LAT 29 50 39.23189, LON 90 07 21.69540
HORIZONTAL (NAD83)
NORTHWEST OF THE CENTERLINE OF THE GRAVEL ROAD.
TOP BANK, 110 FEET NORTH OF THE LAND SIDE TOE OF THE LEVEE, AND 375 FEET
LOCATED ON THE RIGHT. THE STATION IS FOUND 16.5 FEET SOUTHWEST OF THE
THROUGH GATE AND TRAVEL NORTH ALONG THE CANAL 400 FEET TO THE STATION
ROAD ON THE RIGHT. CONTINUE WEST 450 FEET TO A LOCKED GATE, AND PROCEED
AND LAPALCO BLVD, TRAVEL SOUTHWEST ON BARATARIA BLVD 2.8 MILES TO A GRAVEL
LOCATION: TO REACH THE STATION FROM THE INTERSECTION OF BARATARIA BLVD,
"MVN-53"
BENCHMARK
BONNET CARRE' BORROW BORINGS
OVERALL SITE PLAN
CE-502
CE-503
CE-504
TYPICAL RAMP EXPANSION JOINT &
CONTRACTION JOINT PLACEMENT PLAN &
KEY WAY TYPICALS
TEMPORARY PIPELINE PROTECTION W
P -1
-B -0
Y-COORD
490629.48
490639.26
Y-COORDPOINT
COORDINATE TABLE
STAGING AREA
ACCESS CORRIDOR AND
X-COORD
3665298.94 490532.27
3664958.49 490553.87
3665102.20 490933.87
3664123.74 491134.86
3664133.33 491174.78
3663495.90 491311.85
3662002.10 491285.01
3662224.63 491760.48
3662332.45 492736.38
3664392.73 492488.66
3664640.75 492652.38
3664707.04 492989.32
3664740.80 492994.27
3665081.37 494499.58
3664983.27 494553.88
3664522.40 494499.75
3664334.88 493662.85
3664383.67 493651.92
3664220.02 492921.52
3662026.96 493163.66
3661836.69 491927.73
3661436.42 490929.32
3662108.76 490933.92
3662108.76 491013.02
3663685.75 491011.31
3663934.40 490786.60
3663896.34 490645.49
3664384.88 490554.27
3664484.43 490455.49
3664666.93 489902.81
3665119.97 489937.95
3664939.78 490504.40
3665300.47 490477.44
3664683.49 490843.13
3664828.07 490649.47
3664828.07 490566.25
3664776.45 490564.47
3664609.60 490787.97
STAGING AREA
ACCESS CORRIDOR
9. ALL SURVEYS FROM SURVEY #15-108C. SURVEY POINTS THINNED FOR CLARITY.
OPERATION OUTSIDE OF THE MITIGATION LIMITS SHOWN ON THE DRAWINGS.
8. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL DAMAGES INCURRED BY HIS/HER
"EM-385-1-1".
ACCORDANCE WITH OSHA AND ENTERGY REQUIREMENTS, AND USACE SAFETY MANUAL
7. ALL WORK AROUND AND BENEATH THE HIGH VOLTAGE POWER LINES SHALL BE IN
CONDITIONS PRIOR TO THE START OF CONSTRUCTION.
6. THE CONTRACTOR SHALL VISIT THE SITE OF WORK AND FIELD VERIFY EXISTING
CONTRACTOR'S EXPENSE.
RESULT OF ITS CONSTRUCTION OPERATIONS. THE DAMAGE SHALL BE REPAIRED AT THE
5. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ULTILITIES AS A
FIELD VERIFY ACTUAL DIMENSIONS.
4. DIMENSIONS MARKED PLUS OR MINUS ARE APPROXIMATE. THE CONTRACTOR SHALL
3. AERIAL PHOTOGRAPHY IS DATED 2010.
REPRESENTED BY DASHED TICKS.
REPRESENTED BY SOLID TICKS AND LAMBERT CONFORMAL CONIC PROJECTION IS
2. INSIDE PLAN AREAS, POLYCONIC PROJECTION 1983 NORTH AMERICAN DATUM IS
1. ORIGINAL DATA COMPILED NAD83 US SURVEY FOOT UNLESS OTHERWISE NOTED.
GENERAL NOTES:
TYPICAL RAMP CONCRETE PAVING
TUSA DR
MI
LL
AUDON
CANAL
CANAL
HORSESHOE
HWY 45 BORROW PIT
BLH-WET RESTORATION
K L T
:1
A N
S I
D
W P -1
-C
K im L T e s s it o re
K J
O 'C a in
J a s o n A
B in e t
W B
V H
S D
R R
S M
IT
IG
A T
IO
N
J E
F F
E R
S O
N P
A R
IS
H L
O U
IS
IA
N A
PLAN VIEW
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
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
A T
C H
A F
A L A
Y A
R
IV
E R
SCALE OF MILES
A R K A N S A S
SHREVEPORT
MONROE
O U
A C
H
IT
A
R
IV
E R
R
IV
E
R VICKSBURG
NATCHEZ
ALEXANDRIA
R E
D
R
IV
E R
LAKE CHARLES
MORGAN CITY
BATON ROUGE
L O U I S I A N A
T E X A S
LAKE
PONTCHARTRAIN
LAKE
BORGNE
G U L F O F
M E X I C O
40 400 80 120 160 200
V IC IN IT Y M A P
N E W
O R L E A N S
M
IS
S
IS
S
IP
P I
N
E D
-0
P R
O J E
C T L
O C
A T
IO
N A
N D V
IC
IN
IT
Y M
A P
ESTELLE L
E
O K
E R
N E
R P
K W
Y
DESTREHAN AVE
B A
Y O
U S
E G
N E T T E
A M
E S B
L V
D WOODMERE
MARRERO
PARK AND PRESERVE
JEAN LAFITTE NATIONAL HISTORICAL
LOCATION
PROJECT
LEGEND:
,6
,0
,5
,0
,5
,0
,5
,0
,5
,0
,5
,0
,5
,0
,5
,0
,5
,0
,5
,0
,5
,0
,5
,0
,5
487,500
490,000
492,500
495,000
497,500
500,000
502,500
487,500
490,000
492,500
495,000
497,500
500,000
502,500
MVN-53
LEVEE CROSSOVER
EXISTING CONCRETE
FILL LOCATION
CUT LOCATIONS
PROJECT AREA
ACCESS ROUTE
G -0
.d g n
B A R
A
TA
R
IA
B
LV
D
H W
Y 5)
P R
O T E
C T
IO
N L
E V
E E
W B
V H
U R
R
IC
A
P
O T
E C
T
IO
N L
E V
E E
W B
V H
U R
R
IC
A
PROTECTION LEVEE
WBV HURRICANE
PRITCHARD RD
LAPALCO BLVD
H
IL
L C
R E
S T D
R
CARRIE LN
MT KENNEDY DR
G-003
A
U G
H -8 -4
W P -1
-B -0
/1
/2
CONSTRUCTION ARE ALL ALLOWED IN PERFORMING FILL OPERATIONS.
INITIATION OF CONSTRUCTION. DEWATERING, END DUMPING, ROAD
4. CONTRACTOR FILL PLAN IS REQUIRED FOR APPROVAL PRIOR TO
CLAY RETENTION DIKE CONSTRUCTION.
3. BORROW PIT FILL EFFORT REQUIRES BOTH SAND BERM AND
DESIGN IS THE RESPONSIBILITY OF THE CONTRACTOR.
PIT FILL SITE TO ACCOMODATE TRUCK TRAFFIC. BOARD ROAD
BOARD ROAD CONSTRUCTION REQUIRED UP TO HWY 45 BORROW
2. ACCESS ROUTE LOCATED ON UN-PROTECTED SIDE LEVEE BERM.
ON BOTH MILLAUDON CANAL AND HORSESHOE CANAL.
1. THREE NORTH BANK GAP EXCAVATIONS ARE REQUIRED
NOTES:
M I S S I S S I P P I
J E
A N L
A F
IT
T E S
W A
M P
M
IL
L A
U D
O N A
N D
H O
R S
E S
H O
E C
U T S
A N
D B
L H -W
E T
H W
Y
B O
R R
O W P
IT
R E
S T
O R
A T
IO
NEW ORLEANS DISTRICT
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
RIVER
MI
SS
ISS
IPP
I
PONTCHARTRAIN
LAKE
CATAOUATCHE
LAKE
HAHNVILLE
LULING
METAIRIE
KENNER
AVONDALE
MARRERO
WESTWEGO
HARVEY
0 8000'4000'
SCALE
W B
V H
S D
R R
S M
IT
IG
A T
IO
N
G-401
A N
S I
D
K
IM
L T
E S
S
IT
O R
E
/1
/2
H -8 -4
J E
F F
E R
S O
N P
A R
IS
H L
O U
IS
IA
N A
K .L .T
K .J
O 'C
A
IN
J A
S O
N A
B
IN
E T
N
NORCO
BONNET CARRE'
SPILLWAY
LAPALCO BLVD.
BARATARIA BLVD.
SEE SHT CE-105
A
U G
W P -1
-C
,0
:1
G -4
V ic in it y .D
G N
J E
A N L
A F
IT
T E S
W A
M P
M
IL
L A
U D
O N A
N D
H O
R S
E S
H O
E C
U T S
A N
D B
L H -W
E T
H W
Y
B O
R R
O W P
IT
R E
S T
O R
A T
IO
N
O V
E R
A L L S
IT
E P
L A
N
W P -1
-B -0
MILLAUDON CANAL SEE SHT CE-102
HORSESHOE CANAL SEE SHEET CE-103
HWY 45 BORROW PIT SEE SHEET CE-104
ACCESS ROUTE
APPROX. 32 MILES
E D
-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
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
RIVER
MI
SS
ISS
IPP
I
PONTCHARTRAIN
LAKE
CATAOUATCHE
LAKE
HAHNVILLE
LULING
METAIRIE
KENNER
AVONDALE
MARRERO
WESTWEGO
HARVEY
0 8000'4000'
SCALE
W B
V H
S D
R R
S M
IT
IG
A T
IO
N
G-401
A N
S I
D
K
IM
L T
E S
S
IT
O R
E
/1
/2
H -8 -4
J E
F F
E R
S O
N P
A R
IS
H L
O U
IS
IA
N A
K .L .T
K .J
O 'C
A
IN
J A
S O
N A
B
IN
E T
N
NORCO
BONNET CARRE'
SPILLWAY
LAPALCO BLVD.
BARATARIA BLVD.
SEE SHT CE-105
A
U G
W P -1
-C
,0
:1
G -4
V ic in it y .D
G N
J E
A N L
A F
IT
T E S
W A
M P
M
IL
L A
U D
O N A
N D
H O
R S
E S
H O
E C
U T S
A N
D B
L H -W
E T
H W
Y
B O
R R
O W P
IT
R E
S T
O R
A T
IO
N
O V
E R
A L L S
IT
E P
L A
N
W P -1
-B -0
MILLAUDON CANAL SEE SHT CE-102
HORSESHOE CANAL SEE SHEET CE-103
HWY 45 BORROW PIT SEE SHEET CE-104
ACCESS ROUTE
APPROX. 32 MILES
E D
-0
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
0 300' 600' 900'
N
K L T
A N
S I
D
WESTBANK HURRICANE PROTECTION LEVEE
WESTBANK HURRICANE PROTECTION LEVEE
TUSA DR
B A
R A
T A
R
IA
B
L V
D
EXISTING ACCESS RAMP
RESTORATION
SWAMP HYDROLOGIC
MI
LL
AUDON
CANAL
CANAL
HORSESHOE
LEGEND
25' GAPS IN CANAL SPOIL BERMS
100' GAPS IN CANAL SPOIL BERMS
M2 M3
H1 H2
H3
W P -1
-C
/1
/2
K im L T e s s it o re
K J
O 'C a in
J a s o n A
B in e t
HWY 45 BORROW PIT
BLH-WET RESTORATION
H -8 -4
W B
V H
S D
R R
S M
IT
IG
A T
IO
N
J E
F F
E R
S O
N P
A R
IS
H L
O U
IS
IA
N A
E D
-0
LEVEE CROSSOVER
EXISTING CONCRETE
ACCESS CORRIDOR
PRITCHARD RD
(H
W Y 5)
MT KENNEDY DR
PLAN VIEW
BLH FOOTPRINT
A C
C E
S S R
O U
T E
S
CE-101
J E
A N L
A F
IT
T E S
W A
M P
M
IL
L A
U D
O N A
N D
H O
R S
E S
H O
E C
U T S
A N
D B
L H -W
E T
H W
Y
B O
R R
O W P
IT
R E
S T
O R
A T
IO
N
A
U G
C E -1
O
A c c e s s P la n .d g n
,6
:1
MVN-53
GULF SOUTH PIPELINE
X 3662108.765
Y 491013.023
X 3662108.765
Y 490395.251 X 3663828.841 Y 490395.251
ACCESS ROW
W P -1
-B -0
X 3663200.57
Y 494363.73
X 3664522.40
Y 494499.76
M1
Y 494585.22
X 3663007.03
X 3664949.23
Y 494802.14
X 3664892.20
Y 494543.18
X 3659773.66
Y 493093.67
X 3659753.85
Y 492908.83
X 3661703.26
Y 492886.87
X 3661689.60
Y 492759.41
X 3661682.13
Y 492689.67
X 3661951.51
Y 492673.56
5. Material hauled to fill the BLH-Wet site must use the existing construction access shown.
Contractor and the berm shall be returned to pre-access condition at no additional cost to the Government.
to allow tracking without damage to the berm. All damage caused by tracking on the berm shall be repaired by the
Contractor elect to track to the canals from the Hwy 45 Borrow Pit, route should be inspected to ensure it is not too soft details on plan and profile sheets CE-102 and CE-103. Same detail sheets include launch locations. Should the launch into canal with floating plant or marsh tracked equipment. Canal spoil bank access is limited. See additional
4. Contractor shall determine method to access canals for excavation of spoil cuts. Once at the canals, Contractor shall from the unloading site to the first cut for both canals.
unloaded into the canal to excavated gaps. Equipment used to excavate gaps must stay within the canal between cuts and
3. Access to gaps and BLH-Wet restoration site shall be made from Barataria Blvd, as shown. Equipment will be road for a width of 10 feet and not allow the grass to grown higher than 4 inches for the life of the contract.
placed on the levee berm shall be fertilized and seeded upon removal. Contractor shall mow grass adjacent to board
2. Board roads used on levee berms shall be installed, maintained, and removed by the Contractor. All board road footprint made by the Contractor within the Hwy 45 borrow pit area.
as it determines necessary to construct project. The Government will not pay for any additional board road construction
1. Contractor shall construct board road to truck access the Hwy 45 Borrow Pit. Contractor may install additional board road
NOTES:
STAGING AREA
X 3663934.40 Y 490786.60
STAGING AREA
REQUIRED BOARD ROAD
P
IP
E L
IN
E R /W
CONSTRUCTION ROW
P
IP
E L
IN
E R /W
P
IP
E L
IN
E R /W
ACCESS
CONSTRUCTION
P
IP
E L
IN
E R /W
27 28
.3
.0
.9
.7
.2
.1
.8
.6
.5
.4
-6.5
-6.2
-6.0
.5
-5.5
-5.4
-5.2
-5.2
.0
-4.9
-4.9
-4.8
-4.0
-3.0
.7
-2.4
-2.3
B E
C
B E
C
B E
C
B E
C
B E
C
B E
C
-1.4
-1.4
-1.2
-1.1
-0.9
-0.8
CE-201
A
-0.6
-0.4
25'
-0.3
-0.1
M1
M2
M3
A Z
'3
'3
'3
'4
'4
'3
'3
'3
'4
'4
.2
-5
-10
-15
-5
-10
-15
0+00 2+50 5+00 7+50 10+00 12+50 15+00 17+50 20+00 22+50 25+00 25+26
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
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
WATER SURFACE ELEVATION VARIES
WEST EAST
LAUNCH POINT
X 3,664,723.96
Y 494,529.02
N
M
IL
L A
U D
O N C
A N
A L
P L
A N A
N D P
R O
F
IL
E
W B
V H
S D
R R
S M
IT
IG
A T
IO
N
J E
F F
E R
S O
N P
A R
IS
H L
O U
IS
IA
N A
A N
S I
D
J a s o n A
B in e t
K L T
C -0
.d g n
/1
/2
W P -1
-C
H -8 -4
C/L
200'0 100'
PLAN VIEW
,2
:1
M1 C/L M3 C/LM2 C/L
T
A
A
A
A
A
PROFILE - MILLAUDON CANAL (APPARENT CENTERLINE)
K im L T e s s it o re
K .J
O 'C a in
J E
A N L
A F
IT
T E S
W A
M P
M
IL
L A
U D
O N A
N D H
O R
S E
S H
O E
C U
T S
A N
D B
L H -W
E T
H W
Y
B
O R
R O
W P
IT
R E
S T
O R
A T
IO
N
MAX SPOIL ELEVATION (-)3.0
(TYP)
SPOIL AREA
CENTERLINE CANAL
APPROX TOB
B/L STA 0+00
X=3662750.13
Y=494367.11
B/L STA 25+00
X=3665234.72
Y=494644.26
CE-102
4. CONTRACTOR WILL BE ALLOWED TO ASCEND NORTH BANK AT CUT FOOTPRINTS ONLY.
ARE TRAVERSED BY MARSH TRACKS DO NOT NEED TO BE REPAIRED.
COMPLETION OF OPERATIONS AS NECESSARY. SMALL TREES AND BRUSH AT LAUNCH THAT
3. CONTRACTOR SHALL FILL VOIDS AT LAUNCH AND FERTILIZE/SEED UPON
2. CLEARING SHALL REMAIN MINIMAL TO PROVIDE ACCESS AT LAUNCH SITE.
ARE AT CENTERLINE OF LAUNCH. MAX WIDTH IS 70 FEET.
1. CONTRACTOR SHALL ACCESS AT LAUNCH POINT SHOWN. COORDINATES
ACCESS NOTES:
MILLAUDON CANAL
A
U G
W P -1
-B -0
5. CUT M1 BASED ON APPROXIMATE STATION 3+12 SURVEY DATA.
SECTION 31 23 00.00 12 "EXCAVATION AND FILL" FOR PLACEMENT OF VEGETATIVE DEBRIS.
4. SPOIL SHALL BE PLACED IN ADJACENT MILLAUDON CANAL. SEE 3.1.4 OF
3. EXCAVATION REQUIRED NORTH BANK ONLY.
2. SEE SHEET CE-301 FOR TYPICAL CROSS SECTIONS.
1. CONTRACTOR SHALL EXCAVATE 3 CUTS THROUGH NORTHERN SPOIL MOUND.
NOTES:
25'
0.1
0.2
0.3
0.4
0.4
0.6
0.8
0.8
0.8
0.9
C/L
0.9
0.9
1.1
1.1
1.1 1.1
C/L
1.1
1.1
1.1
1.1
1.2
1.2
1.2
1.3
1.3
1.3
1.3
1.5
1.5
1.6
1.6
1.7
1.7
1.7
1.8
1.8
2.0
C E
B
2.1
2.2
2.2
2.3
2.4
2.4
25'
2.6
2.7
2.8
3.1
3.2
3.6
3.7
3.8
3.9
4.0
4.1 4.4
4.7 4.9
5.0
5.1
5.4
5.5
5.6
5.7
5.8
6.0
6.6
6.6
6.7 6.8
.0
-13.5
.2
.1
-13.0 -13.0
-12.8
.8
.7
-12.3
.0
.0
-12.0
.9
-11.6
-11.4
-11.0
.4
-10.2
-9.9
.7
-9.6
.1
-9.1
-9.0
-8.9
-8.8
-8.4
-7.4
.8
-6.3
-6.2
-5.5
.0
B E
C
B E
C
-4.3
-4.0
-3.7
-3.5
-3.4
-3.2
-2.5
-2.4
-2.4
-2.3
-2.1
X 3662017.637
Y 492708.464
-1.5
C-05
C
-1.3
-1.3
.3
-1.3
-1.2
-1.2
-0.9
-0.8 -0.7
-0.6
-0.4
B E
C
B E
C
-0.3
-0.2
-0.1
-0.0
SPOIL BERM TO BE GAPPED
H1
H2
H3
-5
-10
-15
-20
-5
-10
-15
-20
0+00 2+50 5+00 7+50 10+00 12+50 15+00 17+50 20+00 22+50 23+70
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
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
N
WEST EAST
H O
R S
E S
H O
E C
A N
A L
P L
A N A
N D P
R O
F
IL
E
W B
V H
S D
R R
S M
IT
IG
A T
IO
N
J E
F F
E R
S O
N P
A R
IS
H L
O U
IS
IA
N A
A N
S I
D
J A
S O
N A
B
IN
E T
K L T
K J
O
/1
/2
W P -1
-C
H -8 -4
A
U G
C/L
C/L
C/L
ROW
K
IM
T
E S
S
IT
O R
E
,2
:1
LAUNCH POINT
PROFILE - HORSESHOE CANAL APPARENT CENTERLINE
J E
A N L
A F
IT
T E S
W A
M P
M
IL
L A
U D
O N A
N D H
O R
S E
S H
O E
C U
T S
A N
D B
L H -W
E T
H W
Y
B
O R
R O
W P
IT
R E
S T
O R
A T
A
'2
A
'3
A
'3
A
'3
A
'3
.1
H1 C/L H2 C/L H3 C/L
MAX SPOIL ELEAVATION (-)3.0
(TYP)
SPOIL AREA
CANAL CENTERLINE
Y=492962.22
X=3659716.92
B/L C/L STA 0+00
5 5
APPROX TOB
Y=492706.36
X=3662103.21
B/L C/L STA 24+00
EASEMENT
CONSTRUCTION
4. CONTRACTOR WILL BE ALLOWED TO ASCEND NORTH BANK AT CUT FOOTPRINTS ONLY.
COMPLETION OF OPERATIONS.
3. CONTRACTOR SHALL FILL VOIDS AT LAUNCH AND FERTILIZE/SEED UPON
2. CLEARING SHALL REMAIN MINIMAL TO PROVIDE ACCESS AT LAUNCH SITE.
ARE AT CENTERLINE OF LAUNCH. MAX WIDTH IS 70 FEET.
1. CONTRACTOR SHALL ACCESS AT LAUNCH POINT SHOWN. COORDINATES
ACCESS NOTES:
CE-103
C E -1
.d g n
HORSESHOE CANAL
SECTION 31 23 00.00 12 "EXCAVATION AND FILL" FOR PLACEMENT OF VEGETATIVE DEBRIS.
4. SPOIL SHALL BE PLACED IN ADJACENT HORSESHOE CANAL. SEE 3.1.4 OF
3. EXCAVATION REQUIRED NORTH BANK ONLY.
2. SEE SHEET CE-302 FOR TYPICAL CROSS SECTIONS.
1. CONTRACTOR SHALL EXCAVATE THROUGH NORTHERN SPOIL MOUND.
NOTES:
W P -1
-B -0
E D
-0
ACCESS ROE
200'0 100'
PLAN VIEW
0.0 0.1 0.2
0.3
0.4
0.4
0.5
0.5
0.6
0.6 0.6
0.7
0.7
0.7 0.7
0.7
0.8
0.8 0.8
0.8
0.9
0.9
0.9
0.9
1.0
1.1
1.1
1.1 1.1
1.2
1.3 1.3
1.3
1.3
1.3 1.3
1.3
1.3
1.4
1.4 1.5
1.5
1.5
1.5
1.5
1.6
1.7
1.8
1.8
B E
C
B E
C
2.1
2.1
2.2
2.8
2.8
3.0
3.0
3.0
3.2
3.3
3.3
3.3
3.4
3.6
3.6
100'
4.2
4.5
4.7
100'
CE-201
C
C E
D
5.0
5.3
5.5
5.5
5.7
5.8
6.1
6.7
100'
-20.4
-20.1
-19.9
-19.2
.2
-19.2
-19.1
.7 -18.7
-18.4
-18.3
.8
-17.6
-17.5
.4
-17.4
-17.3
-17.0
-16.9
.5
-16.5
-16.4
-16.4
.4
-16.3
-16.2
-16.1
-15.7
-15.6
.3
-15.3
-15.3
-15.0
-14.8
.6
-14.6
-14.5
-14.4
.3
-14.2
-14.2
.1
-14.1 -14.1
-13.9
-13.7
-13.6
-13.4
-13.3
-13.1
.1
.9
.7
-12.6 -12.6
-12.5
-12.4
.1
-12.1
.0
-11.9
-11.9
STA. 0+00.00 B/L
.8
-11.8
-11.8
.6
Y 490797.086
Y 490455.801
X 3662610.472
Y 490455.801
OC-BB23
X 3662610.472
SAND BERM C/L
X 3662610.472
SAND BERM C/L
EXISTING LEVEE ROE
CONSTRUCTION ROW
.4
-11.4
-11.3
-11.1
-10.8
.7
-10.7
-10.6
.6
-10.6
-10.5
-10.5
-10.4
.2
-10.2
-10.1
-10.0
.0
-9.9
.8
-9.8
.5
-9.5
-9.4
.3
-8.9
-8.8
.6
-8.5
.4
-8.2
.2
-8.1
-7.8
-7.7
-7.7
-7.3
-7.2
-6.9
-6.9
-6.9
-6.3
.2
-6.0
-5.9
.8
-5.8
-5.6
.6
-5.6
-5.5
-5.3
-5.3
-5.3
.2
-5.2
-5.1
-5.1
-5.0
-5.0 -4.8
-4.8
-4.8
-4.7 -4.4
-4.3
-4.1
-4.1
-3.9
-3.9
.7
-3.7
STA. 20+00.00B/L
-3.6
-3.6
-3.5
-3.4
-3.2
-3.1
.1
-3.0
-3.0
-2.9
-2.8
-2.8
-2.7
-2.6
-2.5
-2.4 -2.4
-2.3
-2.3
-2.3
-2.3
-2.0
-2.0
-2.0
-2.0
-2.0
-2.0
-2.0
-1.9
-1.9
-1.9
-1.9
-1.8
-1.8 -1.8
-1.8
-1.7
-1.7
-1.7 -1.6
-1.6
.6
-1.5
-1.5
-1.5
-1.4
-1.4
-1.4
-1.4
-1.4
-1.4
-1.4
-1.3
-1.3
-1.1
-1.1
-1.1
-1.1
-1.0
-1.0
-0.9
-0.9
-0.9
-0.8
-0.8 -0.8
-0.8
-0.8 -0.8
-0.8
-0.7
-0.6
-0.5
-0.5 -0.5 -0.4
-0.4
-0.3
-0.3
-0.2
-0.2
-0.1
-0.1
-0.1
HWY 45 BORROW PIT
BLH-WET RESTORATION
' 5
'3
'3
' 9
' 6 .9
0.0
'1
.3
R A
N G
E
'1
.8
-5
-10
-15
-20
-25
-5
-10
-15
-20
-25
0+00 2+50 5+00 7+50 10+00 12+50 15+00 17+50 20+00 21+71
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
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
N
P L
A N A
N D P
R O
F
IL
E
W B
V H
S D
R R
S M
IT
IG
A T
IO
N
B L
H -W
E T
H W
Y
B
O R
R O
W P
IT
R E
S T
O R
A T
IO
N
J E
F F
E R
S O
N P
A R
IS
H L
O U
IS
IA
N A
A N
S I
D
K T
E S
S
IT
O R
E
J A
S O
N A
B
IN
E T
K L T
K J
O
:1
C -0
.d g n
/1
/2
W P -1
-C
H -8 -4
A
U G
H W
Y
B
O R
R O
W P
IT
LAUNCH POINT
PROFILE - HWY 45 BORROW PIT APPARENT CENTERLINE
WEST EAST
FILL
SAND
FILL
CLAY
TOP SOIL
BERM
SAND
ELEV +3.0
J E
A N L
A F
IT
T E S
W A
M P
M
IL
L A
U D
O N A
N D H
O R
S E
S H
O E
C U
T S
A N
D B
L H -W
E T
H W
Y
B
O R
R O
W P
IT
X 3663796.762
Y 490672.756
R A
N G
E
A
.0
R A
N G
E
N G
E
N G
E
N G
E
N G
E
ACCESS ROAD (30 FT BOARDWALK)
200'0 100'
SCALE:1"=100'
R O
A D
CE-104
CLAY DIKE
ON SHEET G-002.
4. SAND BERM ALIGNMENT AND CLAY DIKE ALIGNMENTS ARE LOCATED
3. FINAL PLANTING REQUIREMENT IS MINIMUM 8.2 ACRES.
2. SEE SHEET CE-303 FOR TYPICAL CROSS SECTIONS.
PLACE FILL, AND PLANT.
1. CONTRACTOR SHALL CONSTRUCT SAND BERM, CLAY DIKES, UNWATER,
NOTES:
LEGEND:
SAND LIFT
(INCLUDING AREA OF SAND LIFT)
INITIAL CLAY LIFT
SECONDARY CLAY LIFT
2. CLEARING SHALL REMAIN MINIMAL TO PROVIDE ACCESS.
ARE AT CENTERLINE OF LAUNCH. MAX WIDTH IS 70 FEET.
1. CONTRACTOR SHALL ACCESS AT LAUNCH POINT SHOWN. COORDINATES
ACCESS NOTES:
W P -1
-B -0
E D
-0
P
IP
E L
IN
E R /W
P
IP
E L
IN
E R /W
RAMP
REQUIRED
SECONDARY FILL SITE
INITIAL FILL SITE
CLAY RETENTION DIKE
CLAY FILL LIMITS
APPROX SAND FILL LIMITS
CLAY RETENTION DIKE
8.5 ACRES
PLANTING FOOTPRINT
0.0
0.1
0.1
0.2
0.2
0.3
0.3
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7 0.8
0.9
0.9
0.9
1.0
1.1 1.1
1.1
1.5
CE-202
A
ELEV +2.5
V :8
H
V :1
H
IS NOT TYPICAL
EXISTING GROUND
WATER LOCATION
CONSTRUCTOR SHALL VERIFY DEPTHS AND
WATER AT VARIOUS LOCATIONS
( OVERBURDEN TO BE REMOVED )
SAND LAYER VARIES
(SEE NOTE 7)
VARIES
AVAILABLE BORROW
TYPICAL EXCAVATION SECTION
NOT TO SCALE
BOTTOM CUT
VARI
ES
NOTES:
EXISTING HAUL ROADS.
13. BORROW PITS SHALL NOT BE EXCAVATED ANY CLOSER THAN 25 FEET FROM
BORROW AREA IS ALLOWED.
BY WATER LEAKING THRU THE BONNET CARRE SPILLWAY NEEDLES. DIKING OF CLAY
12. THE SPILLWAY IS SUBJECT TO INUNDATION DURING NORMAL HIGH RIVER STAGES
DIFFERENT FROM THAT SHOWN ON THE BORING LOGS.
OF THE GROUND WATER TABLE ENCOUNTERED DURING CONSTRUCTION COULD BE
RAINFALL AND WITH THE MISSISSIPPI RIVER STAGES. THEREFORE, THE ELEVATION
11. THE GROUND WATER TABLE IS SEASONAL, I.E., VARIES WITH THE AMOUNT OF
10. SEE SOIL BORING LEGEND, SHEET B-001.
9. SEE BORROW BORING LOGS, SHEET B-002.
AND EXCAVATING THE AREA.
RAIN AND/OR HIGH RIVER STAGES, DEWATER THE AREA PRIOR TO CLEARING/GRUBBING
8. IN THE EVENT THE CLAY BORROW AREA CONTAINS STANDING WATER, DUE TO EITHER
PREVIOUSLY EXCAVATED PITS.
THE CONTRACTOR SHALL BEGIN EXCAVATION OPERATIONS IN AREAS ADJACENT TO
OF THE PIT AND SHALL PROGRESS FULL WIDTH AND DEPTH TOWARD THE NORTH END.
7. EXCAVATION WITHIN THE BORROW AREA SHALL BEGIN AT THE MOST SOUTHERN END
APPROVED BY CONTRACTING OFFICER.
CONTRACTOR ELECTS TO EXCAVATE DEEPER, THE CONTRACTOR MAY DO SO IF
BORROW MATERIAL IS ACCEPTABLE BELOW THE 15.0 FOOT DEPTH AND THE
6. EXCAVATION BELOW THE 17.0 FOOT DEPTH IS NOT REQUIRED; HOWEVER, IF THE
5. SIDE SLOPES OF BORROW PIT SHALL NOT BE FLATTER THAN 1V ON 2H.
OPERATE THE SPILLWAY.
THE SPILLWAY WITH A 10 DAY NOTICE IN ANTICIPATION OF THE NEED TO
4. THE GOVERMENT HAS THE RIGHT TO REQUIRE THE CONTRACTOR TO MOVE OUT OF
GUIDE LEVEE.
3. SAND OVERBURDEN NOT USED SHALL BE STOCKPILED PARALLEL TO THE SPILLWAY
PIPELINES.
2. NO EXCAVATION WITHIN 100 FEET OF POWER POLES AND 200' OF UNITED GAS
SPILLWAY.
EXISTING LEVEE ACCESS RAMP AND DIRT ROADS LOCATED THROUGHOUT THE
1. ACCESS TO THE BORROW PIT LOCATION FROM LA. HWY. 628 SHALL BE BY THE
Lat 30°00'57.630"
Lon 90°26'44.272"
WELL
VICKERS (ACCESS ROAD)
ORGANIC AREA
BC3B-87
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
0 500'
SCALE:1"=500'
1000'
W B
V H
S D
R R
S M
IT
IG
A T
IO
N
A N
S I
D
T .W .W
T H
O M
A S W
R
IG
H T
D
H U
E T
E T .W .W
:1
/1
/2
W P -1
-C
H -8 -4
A
U G
CE-105
J E
A N L
A F
IT
T E S
W A
M P
M
IL
L A
U D
O N A
N D
H O
R S
E S
H O
E C
U T S
A N
D B
L H -W
E T
H W
Y
B O
R R
O W P
IT
R E
S T
O R
A T
IO
N
J E
F F
E R
S O
N P
A R
IS
H L
O U
IS
IA
N A
B O
N N
E T C
A R
R E
B O
R R
O W S
IT
E
C E -1
B o n n e t_
C a rr e P la n .d g n
BONNET CARRE' SPILLWAY STRUCTURE
U P P
G U
ID
E
L E
V E E
RIVER ROAD
U P P E R
G
U
ID
E
L E V E E
LO
W
ER
G
U
ID
E
LE
V
EE
R/R
SPILLWAY
KANSAS CITY R/R
B A
R B
C
N A
L
CLAY PIT
MEMPHIS
SAND
PIT
X 3563783.491
Y 555441.815
X 3564247.482
Y 554999.659
X 3563086.018
Y 553514.092
X 3562551.849
Y 553855.642
X 3562954.851
Y 554674.257
X 3567081.452
Y 549862.282
X 3567000.166
Y 549660.260
X 3566941.661
Y 549626.487
X 3566820.152
Y 549412.596
X 3566943.911
Y 549315.782
X 3566501.984
Y 548386.779
X 3565945.074
Y 548452.724
X 3566139.084
Y 550159.623
W P -1
-B -0
E D
-0
REQUIRED ACCESS
REQUIRED ACCESS
BC3B-88
BC3B-92
BC3B-93
BC3B-94
BC3B-95
WESTBANK HURRICANE PROTECTION LEVEE
B A
R A
T A
R
IA
B
L V
D
HWY 45 BORROW PIT
BLH-WET RESTORATION
WWL TOWER ACCESS ROAD
EXISTING BRIDGE
(12 FOOT CLEARANCE)
EXISTING VEHICLE GATE
STAGING AREA
20'
20'
E X
IS
T G
R O
U N
D
" T
O
" A
B O
V E
(TYP.)
4'
X X X X X X
WOOD LINE
SILT FENCE
D R
A I N
S L
O P
O
PLAN VIEW
PROFILE
NOTES:
1.
2.
PANEL MATS
BOLTED IN 4'
(1' X 1' X 12')
NEW TIMBER MATTING
WASH RACK
BASE OF TRUCK
D E
P T
H O
F E
X C
A V
A T
IO
N
" T
O
AND DRAIN)
(TO RECEIVE MATTING
12' X 20'
EXCAVATION
NOT TO SCALE
NOT TO SCALE
(EAST ACCESS/HAUL ROAD B/L)
B/L STA.10+96, SEE DWG.11
TRUCK WASHDOWN RACK
PANEL MATS
BOLTED IN 4'
(1' X 1' X 20')
NEW TIMBER MATTING
WASHDOWN RACK
TOP OF TRUCK
PANEL MATS
BOLTED IN 4'
(1' X 1' X 12')
NEW TIMBER MATTING
WASHDOWN RACK
BASE OF TRUCK
PANEL MATS
BOLTED IN 4'
(1' X 1' X 20')
NEW TIMBER MATTING
WASHDOWN RACK
TOP OF TRUCK
(TYPICAL)
TO TRUCK WASHDOWN RACK
FOR INGRESS AND EGRESS
RAMP (SURFACING MATERIAL)
CONTRACTOR TO PROVIDE
EAST ACCESS / HAUL ROAD
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
T R
U C
K A
C C
E S
S
W B
V H
S D
R R
S M
IT
IG
A T
IO
N
J E
A N L
A F
IT
T E S
W A
M P
M
IL
L A
U D
O N A
N D
CE-106
H O
R S
E S
H O
E C
U T S
A N
D B
L H -W
E T
H W
Y
B O
R R
O W P
IT
R E
S T
O R
A T
IO
N
A N
S I
D
K
IM
L T
E S
S
IT
O R
E
K L T
K J
O
:1
/1
/2
H -8 -4
A
U G
J E
F F
E R
S O
N P
A R
IS
H L
O U
IS
IA
N A
E D
-0
J A
S O
N A
B
IN
E T
W P -1
-C
C E -1
.d g n
SLOPE TIMBER MATTING TO DRAIN TOWARDS WOOD LINE.
CONTRACTOR TO REMOVE EXISTING TIMBER.
W P -1
-B -0
X 3663685.751 Y 491011.310
X 3663934.400 Y 490786.600
X 3663828.841
Y 490395.251
X 3662108.765
Y 490395.251
X 3662108.765
Y 491013.023
N
400'0 200'
PLAN VIEW
P
IP
E L
IN
E R /W
P
IP
E L
IN
E R /W
REQUIRED BOARD ROAD
RAMP
PIPELINE
REQUIRED
CONSTRUCTION ACCESS
EXISTING LEVEE ROE
7. SEE DRAWING CE-504 FOR CROSSING DETAILS AT THE REQUIRED PIPELINE RAMP SHOWN IN PLAN ABOVE.
FOOTPRINT SHALL BE REMOVED PRIOR TO DEMOBILIZATION.
6. CRUSHED STONE ON EXISTING CONSTRUCTION ACCESS WEST OF CANAL INCLUDING STAGING AREA
OF MATERIAL. DEBRIS AND EARTHEN MATERIAL SHALL BE CLEANED FROM THE HIGHWAY AS NEEDED.
5. CONTRACTOR SHALL INSPECT ACCESS POINT AT HWY 45 REGULARLY TO ENSURE STREETS ARE CLEAR
AT THE HWY 45 FILL SITE, AND UPON LEAVING THE BONNET CARRE BORROW SITE.
4. TRUCKS SHALL BE CLEANED ON THE WASH-RACK PRIOR TO CROSSING THE LEVEE AFTER UNLOADING, FOR ADDITIONAL MATS, ETC.
3. FLOOD SIDE ACCESS MAY BE SOFT FOR TRUCK HAUL. CONTRACTOR SHALL VISIT SITE TO DETERMINE NEED
ARE FREE FROM SAND/CLAY/TOP SOIL AT ALL TIMES.
2. CONTRACTOR SHALL UTILIZE THE TRUCK WASH DOWN RACK TO ENSURE PUBLIC STREETS
FLOOD SIDE LEVEE BERM.
ROAD LOCATION SHALL BE FIELD ADJUSTED TO ENSURE THE BOARD ROAD STAYS ON
1. CONTRACTOR SHALL BUILD A 2-WAY BOARD ROAD FROM THE WWL TOWER ROAD. BOARD
NOTES:
100'
25'
ELEV (-)1.5
EXCAVATION TO
ELEV (-)1.5
EXCAVATION TO
W B
V H
S D
R R
S M
IT
IG
A T
IO
N
J E
F F
E R
S O
N P
A R
IS
H L
O U
IS
IA
N A
A N
S I
D
K
IM
L T
E S
S
IT
O R
E
J A
S O
N A
B
IN
E T
K L T
K J
O
:1
W P -1
-C
H -8 -4
55 FOOT TOP WIDTH
APPROXIMATELY
CANAL CUTS
130 FOOT TOP WIDTH
APPROXIMATELY
CANAL CUTS
V :2
H 1V :2
H
V :2
H
1V :2
H
CE-201
J E
A N L
A F
IT
T E S
W A
M P
M
IL
L A
U D
O N A
N D
H O
R S
E S
H O
E C
U T S
A N
D B
L H -W
E T
H W
Y
B O
R R
O W P
IT
R E
S T
O R
A T
IO
N
T H
E O
R E
T
IC
A L S
E C
T
IO
N S
S P
O
IL
M
O U
N D C
U T S
A
U G
/1
/2
C E -2
C u t_
T h e o re ti c a l_
X -S e c t.
d g n
CUT AREA
ELEV (-)3.0 FTELEV (-)1.5 FT
MILLAUDON CANAL THEORETICAL SECTIONS
WEST EAST NORTH SOUTH
VARY +3.5 TO +6.5
SPOIL MOUND ELEVATIONS
CUT AREA
ELEV (-)3.0 FTELEV (-)1.5 FT
NORTH SOUTH
HORSESHOE CANAL THEORETICAL SECTIONS
VARY +3.5 TO +6.5
SPOIL MOUND ELEVATIONS
CANAL
MILLAUDON
CANAL
HORSESHOE
WEST EAST
W P -1
-B -0
E D
-0
(NTS)
SECTION A (REFERENCE SHEET CE-102)
THEORETICAL GAP CUT
(NTS)
SECTION B (REFERENCE SHEET CE-102)
THEORETICAL GAP CUT PROFILE
APPROX 80 TO 100'
TYPICAL WES TO WES
APPROX 60' IN LENGTH
NORTH TO SWAMP FLOOR
CUT DISTANCE FROM CANAL
APPROX 80 TO 100'
TYPICAL WES TO WES
(NTS)
SECTION C (REFERENCE SHEET CE-103)
THEORETICAL GAP CUT
(NTS)
SECTION D (REFERENCE SHEET CE-103)
THEORETICAL GAP CUT PROFILE
APPROX 100' IN LENGTH
NORTH TO SWAMP FLOOR
CUT DISTANCE FROM CANAL
LIMITS FOR APPROVAL PRIOR TO INITIATING CONSTRUCTION.
3. CONTRACTOR SHALL FLAG CUT ALIGNMENT AND
ADDITIONAL AREA FOR CONSTRUCTION ACCESS.
CLEARING WIDTH. CONTRACTOR SHALL NOT CLEAR
2. TOP OF CANAL CUT WIDTH IS ALSO THE MAXIMUM
ELEVATION.
BE SPREAD EAST AND WEST TO NOT EXCEED THIS
1. SPOIL ELEVATION AS SHOWN IS MAXIMUM. SPOIL SHALL
NOTES: (BOTH CANALS)
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
1V:2H (TYP)
SPOIL
1V:2H (TYP)
SPOIL
(NTS)
EARTHEN FILL
BLH-W RESTORATION
BORROW PIT
LIMIT OF
EASTERN
APPROX ELEV -4.0'
SAND FILL TO
APPROX ELEV +1.0'
CLAY FILL TO
25' CROWN
BLH-W PLATFORM - APPROX 1200'
FILL MATERIAL
TRUCK HAUL
WEST
EAST
EXISTING BORROW PIT GRADE
TOP SOIL FILL TO APPROX ELEV +3.0'
REMAINING BORROW PIT
1V :8H
V :3
H
5 feet
El (+)3.0 Min
4 min
South North
5 feet
El (+)3.0 Min
4 min
South North
Allowable Road 15 feet (Maximum)
J E
F F
E R
S O
N P
A R
IS
H L
O U
IS
IA
N A
H W
Y
B
O R
R O
W P
IT
T H
E O
R E
T
IC
A L S
E C
T
IO
N S
W B
V H
S D
R R
S M
IT
IG
A T
IO
N
J E
A N L
A F
IT
T E S
W A
M P
M
IL
L A
U D
O N A
N D
CE-202
H O
R S
E S
H O
E C
U T S
A N
D B
L H -W
E T
H W
Y
B O
R R
O W P
IT
R E
S T
O R
A T
IO
N
K im L T e s s it o re
J a s o n A
B in e t
J A
B in e t
K .J
O 'C a in
:1
C E -2
B o rr o w P it T h e o re ti c a ls .d g n
W P -1
-B -0
W P -1
-C
H -8 -4
-A
U G -2
J E
F F
E R
S O
N P
A R
IS
H L
O U
IS
IA
N A
H W
Y
B
O R
R O
W P
IT
T H
E O
R E
T
IC
A L S
E C
T
IO
N S
W B
V H
S D
R R
S M
IT
IG
A T
IO
N
J E
A N L
A F
IT
T E S
W A
M P
M
IL
L A
U D
O N A
N D
CE-202
H O
R S
E S
H O
E C
U T S
A N
D B
L H -W
E T
H W
Y
B O
R R
O W P
IT
R E
S T
O R
A T
IO
N
K im L T e s s it o re
J a s o n A
B in e t
J A
B in e t
K .J
O 'C a in
:1
C E -2
B o rr o w P it T h e o re ti c a ls .d g n
/1
/2
W P -1
-B -0
W P -1
-C
H -8 -4
-A
U G -2
E D
-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
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
(N.T.S.)
South Clay Dike
El (+)1.0
Clay Fill Clay Fill (Unwatering)
Clay Dike
(N.T.S.)
North Clay Dike
Clay Fill (Unwatering)
Clay Dike
P la n ti n g B o u n d a ry
El tbd
Designed Access Road
Optional Contractor surveys.
into the adjacent clay fill. Degrade shall be accomplished prior to clay fill the platform no longer required unwatering, shall be degraded and incorporated
6. Clay dike above elevation 1.0 upon completion of clay fill to an elevation that
5. Fill is required south of the south clay dike to meet planting mitigation.
beyond the planting boundary.
Enlargement may extend north or south. A south extension shall not extend
4. South dike may be enlarged to allow construction access by the Contractor.
completion of the project.
road may remain on site. Board roads, if used, shall be removed upon alternate road shall not exceed 15 feet in width. Sand base for the alternate boundary. The Contractor may build an alternate road north of the dike.
Enlargement must be toward the south as the north crown is the planting
3. North dike may be enlarged to allow construction access by the Contractor.
material hauled to the site.
borrow site. Void created by clay dike borrow shall be backfilled with
2. Fill needed to build clay dikes shall be obtained from within the Hwy 45 into the unwatering feature.
Clay dikes shall be built prior to sand placement and incorporated
1. Clay dikes shall be constructed on both the north and south perimeter.
Clay Dikes:
A N
S I
D A
N S I
D
(MIN)
ELEV +2.5
1V :1 0H
SAND BERM
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
NORTH SOUTH
M
IL
L A
U D
O N C
A N
L
W
V H
S D
R R
S M
IT
IG
A T
IO
N
J E
F F
E R
S O
N P
A R
IS
H L
O U
IS
IA
N A
A N
S I
D
K T
E S
S
IT
O R
E
J A
S O
N A
B
IN
E T
K L T
K J
O
:1
/1
/2
W P -1
-C
H -8 -4
A
U G
CE-301
T Y
P
IC
A L S
E C
T
IO
N S
C E -3
M il la u d o n
X -S e c ti o n s .d g n
CUT AREA
CUT AREA
CUT AREA
MILLAUDON CANAL TYPICAL CROSS SECTIONS
B O
R R
O W P
IT
R E
S T
O R
A T
IO
N
H O
R S
E S
H O
E C
U T S
A N
D B
L H -W
E T
H W
Y
J E
A N L
A F
IT
T E S
W A
M P
M
IL
L A
U D
O N A
N D
W P -1
-B -0
E D
-0
CUT M1 ACTUALLY LOCATED AT APPROXIMATE STATION 4+65.
5. CUT M1 CROSS SECTION APPROXIMATED; BASED ON SURVEY AT 3+12.
4. BOTTOM WIDTH OF CUT IS 25 FEET.
3. CUT SLOPES ARE 1V:2H.
THE SWAMP FLOOR TO THE NORTH, APPROX 60 FEET.
2. CUTS SHALL BE EXCAVATED FROM THE (-)1.5 FOOT CONTOUR IN THE CANAL TO
1. NORTH BANK SPOIL MOUND SHALL BE EXCAVATED AT 3 SITES SHOWN IN PLAN.
NOTES:
-10
-20
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
-10
-20
CANAL
CANAL
CANAL
1V:2H (TYP)
4+65 (M1) - See Note 5
-10
-20
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
-10
-20
7+24
-10
-20
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
-10
-20
-10
-20
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
-10
-20
-10
-20
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
-10
-20
CANAL
CANAL
1V:2H (TYP)
1V:2H (TYP)
15+17
11+34 (M2)
19+02 (M3)
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
NORTH SOUTH
H O
R S
E S
H O
E C
A N
A L
W B
V H
S D
R R
S M
IT
IG
A T
IO
N
J E
F F
E R
S O
N P
A R
IS
H L
O U
IS
IA
N A
A N
S I
D
K
IM
L T
E S
S
IT
O R
E
J A
S O
N A
B
IN
E T
K L T
K J
O
/1
/2
W P -1
-C
H -8 -4
CE-302
HORSESHOE CANAL TYPICAL CROSS SECTIONS
4. BOTTOM WIDTH OF CUT IS 100 FEET.
3. CUT SLOPES ARE 1V:2H.
THE SWAMP FLOOR TO THE NORTH, APPROX 100 FEET.
2. CUTS SHALL BE EXCAVATED FROM THE (-)1.5 FOOT CONTOUR IN THE CANAL TO
1. NORTH BANK SPOIL MOUND SHALL BE EXCAVATED AT 3 SITES SHOWN IN PLAN.
NOTES:
CUT AREA
CUT AREA
CUT AREA
A
U G
C E -3
H o rs e s h o e
X -S e c ti o n s .d g n
J E
A N L
A F
IT
T E S
W A
M P
M
IL
L A
U D
O N A
N D
H O
R S
E S
H O
E C
U T S
A N
D B
L H -W
E T
H W
Y
B O
R R
O W P
IT
R E
S T
O R
A T
IO
N
T Y
P
IC
A L S
E C
T
IO
N S
:1
W P -1
-B -0
E D
-0
-10
-20
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
-10
-20
CANAL
CANAL
CANAL
CANAL
CANAL
2+89 (H1)
-10
-20
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
-10
-20
-10
-20
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
-10
-20
-10
-20
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
-10
-20
-10
-20
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
-10
-20
14+41
18+06
10+76 (H3)
7+10 (H2)
SAND BERM
BORROW PIT CROSS SECTIONS
NORTH SOUTH
EDGE OF ACREAGE
W B
V H
S D
R R
S M
IT
IG
A T
IO
N
J E
F F
E R
S O
N P
A R
IS
H L
O U
IS
IA
N A
J a s o n A
B in e t
:1
/1
/2
W P -1
-C
H -8 -4
A
U G
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
J E
A N L
A F
IT
T E S
W A
M P
M
IL
L A
U D
O N A
N D H
O R
S E
S H
O E
C U
T S
A N
D B
L H -W
E T
H W
Y
B
O R
R O
W P
IT
R E
S T
O R
A T
IO
N
CE-303
CLEARING
EDGE OF
ACREAGE
EDGE OF
CLEARING
EDGE OF
ACREAGE
EDGE OF
CLEARING
EDGE OF
ACREAGE
EDGE OF
CLEARING
EDGE OF
ACREAGE
EDGE OF
ROADWAY
ALLOWABLE
ROADWAY
ALLOWABLE
ROADWAY
ALLOWABLE
ROADWAY
ALLOWABLE
K im L T e s s it o re
K .L .T
K .J
O 'C a in
C E -3
B o rr o w P it
X -S e c t.
d g n
H W
Y
B
O R
R O
W P
IT
T Y
P
IC
A L S
E C
T
IO
N S
TOP SOIL LAYER
CLAY
SAND
SAND
CLAY
TOP SOIL LAYER
TOP SOIL LAYER
TOP SOIL LAYER
SAND
CLAY
SAND
CLAY
W P -1
-B -0
E D
-0
6. TOP SOIL SLOPES ARE 1V:3H.
1,200 LINEAR FEET, EACH SEGMENT.
5. CLAY DIKES SHALL BE BUILT TO ELEVATION (+)3.0 FEET. CLAY DIKE LENGTH APPROXIMATELY
4. CLAY DIKE DIMENSIONS ARE 1V:4H SLOPES WITH A 5 FOOT CROWN.
3. TOP SOIL LAYER SHALL BE FILLED ON TOP OF THE CLAY LAYER TO ELEVATION (+)3.0 FEET.
2. CLAY LAYER SHALL BE FILLED ON TOP OF THE SAND LAYER TO ELEVATION (+)1.0 FEET.
1. SAND LAYER SHALL BE FILLED TO ELEVATION (-)4.0.
NOTES:
-10
-20
-30
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
BASELINE
6+00
-10
-20
-30
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
E L E
V A
T
IO
N N
A V
D
-10
-20
-30
0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
E L E
V A
T
IO
N N
A V
D
-10
-20
-30
0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
E L E
V A
T
IO
N N
A V
D
-10
-20
-30
0 20 40 60 80 100 120 140 160 180 200 220 240 250-20-40-60-80-100-120-140-160-180-200-220-240-250
-10
-20
-30
CLAY DIKE C/L
CLAY DIKE C/L
CLAY DIKE C/L
CLAY DIKE C/LBASELINE
BASELINE
BASELINE
BASELINE
CLAY DIKE C/L
CLAY DIKE C/L
CLAY DIKE C/L
9+00
12+00
15+00
18+00
MIDSTORY PLANT SPECIES
CANOPY PLANT SPECIES
LEGEND:
4.5ft
.5 ft
9ft
18ft ft ft
HARD MAST-PRODUCING CANOPY SPECIES
SOFT MAST-PRODUCING CANOPY SPECIES
J E
F F
E R
S O
N P
A R
IS
H L
O U
IS
IA
N A
J a s o n A
B in e t
,2
:1
/1
/2
W P -1
-C
H -8 -4
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
200'0 100'
PLAN VIEW
DETAIL - CONCEPTUAL PLANTING PLAN
PERCENT COMPOSITIONCOMMON NAME SCIENTIFIC NAME
PERCENT COMPOSITIONCOMMON NAME SCIENTIFIC NAME
PERCENT COMPOSITIONCOMMON NAME SCIENTIFIC NAME
W B
V H
S D
R R
S M
IT
IG
A T
IO
N
A N
S I
D
K im L T e s s it o re
J .A
B in e t
K .J
O 'C a in
WATER HICKORY
LIVE OAK
WATER OAK
LAUREL OAK
NUTTALL OAK
CARVA AQUATICA
QUERCUS VIRGINIANA
QUERCUS NIGRA
QUERCUS LAURIFOLIA
QUERCUS NUTTALI OR TEXANA
15% - 20%
30% - 40%
5%
10% - 20%
30% - 40%
COMMON PERSIMMON
BALD CYPRESS
PUMPKIN ASH
AMERICAN ELM
SWEETGUM
GREEN ASH
SUGARBERRY
DRUMMOND RED MAPLE
DIOSYPROS VIRGINIANA
TAXODIUM DISTICHUM
FRAXINUS PROFUNDA
ULMUS AMERICANA
LIQUIDAMBAR STYRACIFLUA
FRAXINUS PENNSYLVANICA
CELTIS LAEVIGATA
ACER RUBRUM VAR. DRUMMONDII
10% - 20%
5% - 15%
15% - 25%
10% - 20%
10% - 20%
15% - 25%
15% - 25%
15% - 25%
WAX MYRTLE
DAHOON HOLLY
POSSUMHAW
GREEN HAWTHORN
ROUGHLEAF DOGWOOD
MYRICA CERIFERA
ILEX CASSINE
ILEX DICIDUA
CRATAEGUS VIRIDIS
CORNUS DRUMMONDII
5% - 10%
5% - 10%
20% - 40%
20% - 40%
20% - 40%
CE-501
J E
A N L
A F
IT
T E S
W A
M P
M
IL
L A
U D
O N A
N D
H O
R S
E S
H O
E C
U T S
A N
D B
L H -W
E T
H W
Y
B O
R R
O W P
IT
R E
S T
O R
A T
IO
N
P L
A N
T S
P E
C
IE
S L
IS
T S
P L
A N
T
IN
G P
L A
N A
N D
PLANT LIST FOR MIDSTORY SPECIES (109 TREES / ACRE)
PLANT LIST FOR CANOPY SPECIES (538 TREES / ACRE)
C E -5
P la n ti n g P la n .d g n
A
U G
W P -1
-B -0
E D
-0
AND SIXTY (60%) HARD MAST SPECIES.
5. FORTY (40%) OF THE CANOPY TREE SPECIES PLANTED PER ACRE MUST BE SOFT MAST SPECIES
WITH AN ALUMINUM PLANT TAG WITH THE PLANTED SPECIES NAME IDENTIFIED ON THE TAG.
BY A STAKE PURCHASED AND PLACED BY THE CONTRACTOR. EACH PLANT SHALL BE TAGGED
4. EACH PLANT SHALL BE PROTECTED BY A PREDATION GUARD. GUARDS'S SHALL BE SUPPORTED
AND GENERALLY UNIFORM MIXTURE OF BOTH CANOPY SPECIES AND MIDSTORY SPECIES.
3. INSTALL PLANTS IN A MANNER THAT ACHIEVES THE GOAL OF HAVING A SPATIAL DIVERSITY
2. INSTALL MIDSTORY PLANT SPECIES ON 18-FOOT CENTERS.
HARD MAST-PRODUCING AND SOFT MAST-PRODUCING SPECIES.
1. INSTALL CANOPY PLANT SPECIES ON 9-FOOT CENTERS. CANOPY SPECIES SHALL INCLUDE BOTH
C
R O
W N
RAMP TRAVEL WAY
:1
S
L O
P E
L
IM
IT
O
F C
O N
C R
E T
E P
A V
E D R
A M
P T
R A
V E
L W
A Y
LEVEE P/S TOE LEVEE P/S TOE
L
IM
IT
O
F H
P T
R M
SLOPES
RAMP TRANSITION
CONCRETE
SLOPES
RAMP TRANSITION
CONCRETE
L
IM
IT
O
F C
O N
C R
E T
E P
A V
E D R
A M
P T
R A
N S
IT
IO
N S
L O
P E
S
1H:3V 1H:3V
NOTES:
FLOODSIDE (F/S)
LEVEE F/S TOE
R A
M P T
O E
F/S ANCHOR TRENCH
LEVEE C/L
P/S ANCHOR TRENCH
PROTECTED SIDE (P/S)
R A
M P T
O E
R A
M P T
O E
P/S ANCHOR TRENCH
F/S ANCHOR TRENCH
LEVEE F/S TOE
:1
S
L O
P E
(SEE SHEET C-14).
END OF CONCRETE TRAVEL WAY CUTOFF WALL
SHEET C-14).
F/S ANCHOR TRENCH (SEE
CONCRETE CUTOFF WALL AT
(SEE SHEET C-14).
TRAVEL WAY CUTOFF WALL
END OF CONCRETE
CONCRETE CUTOFF WALL
LEGEND:
HPTRM
NOTES:
R A
M P T
O E
EXISTING ACCESS ROAD.
FROM THE CONCRETE TRAVEL WAY TO THE
PROVIDE SMOOTH CRUSHED STONE TRANSITION
EXISTING ACCESS ROAD.
FROM THE CONCRETE TRAVEL WAY TO THE
PROVIDE SMOOTH CRUSHED STONE TRANSITION
:1
RAMP C/L
EXISTING
5'
5'
RAMP C/L
EXISTING
N.T.S.
N.T.S.
6" THK. CONCRETE
DEPTH2
1PLACED AT
4x4 W9.5 x W9.5 WWF
RAMP TRAVEL WAY (VARIES)TRANSITION SLOPES
CONCRETE RAMP
TRANSITION SLOPE
CONCRETE RAMP
1' PAST RAMP TOE 1' PAST RAMP TOE
1V :3H
1V:3H
TURFGRASS SOD
HPTRM ANCHOR TRENCH
CONCRETE CUTOFF WALL
CONCRETE CUTOFF WALL
HPTRM ANCHOR TRENCH
STONE TRAVEL WAY
EXISTING CRUSHED
C/L
EXIST. RAMP
C
R O
W N
RAMP TRAVEL WAY
:1
S
L O
P E
L
IM
IT
O
F C
O N
C R
E T
E P
A V
E D R
A M
P T
R A
V E
L W
A Y
LEVEE P/S TOE LEVEE P/S TOE
L
IM
IT
O
F H
P T
R M
SLOPES
RAMP TRANSITION
CONCRETE
SLOPES
RAMP TRANSITION
CONCRETE
L
IM
IT
O
F C
O N
C R
E T
E P
A V
E D R
A M
P T
R A
N S
IT
IO
N S
L O
P E
S
1H:3V 1H:3V
6" THK. CONCRETE
DEPTH2
1PLACED AT
4x4 W9.5 x W9.5 WWF
RAMP TRAVEL WAY (VARIES)TRANSITION SLOPES
CONCRETE RAMP
TRANSITION SLOPE
CONCRETE RAMP
1' PAST RAMP TOE 1' PAST RAMP TOE
1V :3H
1V:3H
NOTES:
FLOODSIDE (F/S)
LEVEE F/S TOE
R A
M P T
O E
F/S ANCHOR TRENCH
LEVEE C/L
P/S ANCHOR TRENCH
PROTECTED SIDE (P/S)
R A
M P T
O E
R A
M P T
O E
P/S ANCHOR TRENCH
F/S ANCHOR TRENCH
LEVEE F/S TOE
:1
S
L O
P E
(SEE SHEET C-14).
END OF CONCRETE TRAVEL WAY CUTOFF WALL
SHEET C-14).
F/S ANCHOR TRENCH (SEE
CONCRETE CUTOFF WALL AT
(SEE SHEET C-14).
TRAVEL WAY CUTOFF WALL
END OF CONCRETE
CONCRETE CUTOFF WALL
LEGEND:
HPTRM
TURFGRASS SOD
HPTRM ANCHOR TRENCH
CONCRETE CUTOFF WALL
CONCRETE CUTOFF WALL
NOTES:
STONE TRAVEL WAY
EXISTING CRUSHED
R A
M P T
O E
EXISTING ACCESS ROAD.
FROM THE CONCRETE TRAVEL WAY TO THE
PROVIDE SMOOTH CRUSHED STONE TRANSITION
EXISTING ACCESS ROAD.
FROM THE CONCRETE TRAVEL WAY TO THE
PROVIDE SMOOTH CRUSHED STONE TRANSITION
TYPICAL EXISTING RAMP SECTION
RAMP C/L
EXISTING
C/L
EXIST. RAMP
5'
5'
RAMP C/L
EXISTING
N.T.S.
N.T.S.
CE-502
TRENCH AND CUTOFF WALL DETAILS.
HPTRM ANCHOR TRENCH", FOR ANCHOR
TRANSITION SLOPE CUTOFF WALL AND
1) REFER TO SHEET CE-503, "TYPICAL RAMP
EXISTING HPTRM ANCHOR TRENCH
EXISTING HPTRM
TO LEVEE C/L
PERPENDICULAR
HPTRM ROLL
EXISTING
TRENCH
HPTRM ANCHOR
EXISTING
TRENCH
HPTRM ANCHOR
EXISTING
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
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
J E
F F
E R
S O
N P
A R
IS
H L
O U
IS
IA
N A
B O
R R
O W P
IT
R E
S T
O R
A T
R S
E S
H O
E C
U T S
A N
D B
L H -W
E T
H W
Y
J
A N L
A F
IT
T E S
W A
M P
M
IL
L A
U D
O N A
N D
W B
V H
S D
R R
S M
IT
IG
A T
IO
N
E D
-0
A
U G
W P -1
-B -0
W P -1
-C
H -8 -4
/1
/2
L .H .H
J A
S O
N A
B
IN
E T
A N
S I
D
T Y
P
IC
A L R
A M
P C
O N
C R
E T
E P
A V
IN
G
8) THE CONTRACTOR SHALL NOT DISTURB EXISTING HPTRM.
EMBANKMENT AND THE NEW RAMP CONCRETE WORK.
7) THE CONTRACTOR SHALL MAKE A SMOOTH TRANSITION BETWEEN THE LEVEE
EXPANSION JOINT AND CONTRACTION JOINT PLACEMENT" ON SHEET C-14.
6) PLACE EXPANSION JOINTS AND CONTRACTION JOINTS PER THE "TYPICAL RAMP
5) ALL CONCRETE PAVED RAMP TRANSITION SLOPES SHALL HAVE CONCRETE KEY WAYS.
PAST THE RAMP TOE.
4) CONCRETE PAVING OF THE RAMP TRANSITION SLOPES SHALL EXTEND 1 FOOT
TO POUR CONCRETE.
CONCRETE PAVEMENT SHALL BE CLEARED OF GRASS AND EXCAVATED TO DEPTH
TRENCH TO THE F/S ANCHOR TRENCH. EXISTING RAMP/LEVEE SLOPES TO RECEIVE
3) RAMP TRANSITION SLOPES SHALL BE CONCRETE PAVED FROM THE P/S ANCHOR
HAVE CONCRETE CUTOFF WALLS AS SHOWN ON SHEET CE-505.
2) THE END OF THE P/S AND F/S CONCRETE PAVED RAMP TRAVEL WAY SHALL
TRENCH TO THE F/S LEVEE TOE.
1) THE RAMP TRAVEL WAY SHALL BE CONCRETE PAVED FROM THE P/S ANCHOR
CONCRETE PAVING
TYPICAL EXISTING RAMP K
T L
H P .E
K T
C E -5
R a m p .d g n
NTS
K E
Y W
A Y T
Y P
IC
A L S
C O
N T
R A
C T
IO
N J
O
IN
T P
L A
C E
M E
N T P
L A
N
T Y
P
IC
A L R
A M
P E
X P
A N
S
IO
N J
O
IN
:1
ANCHOR
LEVEE P/S TOE LEVEE P/S TOE
JOINT AT F/S CROWN
PARALLEL EXPANSION
LEVEE CROWN
EVERY 10' FROM THE P/S
JOINT AT P/S CROWN AND
PARALLEL EXPANSION
9"
15"
LAP
2" CHAMFER
3 - #4 #4 @ 12"
DEPTH (TYP.)2
1PLACED AT
4x4 w9.5 X 9.5
'6 "6
NTS
NTS
AND CONTRACTION JOINT PLACEMENT
TYPICAL RAMP EXPANSION JOINT
C-13 FOR DETAIL
REFER TO SHEET
EXPANSION JOINT
LEVEE C/L
LEVEE F/S TOE
PROTECTED SIDE (P/S)
R A
M P T
O E
P/S ANCHOR TRENCH
FLOODSIDE (F/S)
F/S ANCHOR TRENCH
P/S ANCHOR TRENCH
F/S ANCHOR TRENCH
R A
M P T
O E
R A
M P T
O E
R A
M P T
O E
LEVEE F/S TOE
R A
M P C /L
EDGE OF THE RAMP TRAVEL WAY
PLACE EXPANSION JOINT ON EACH
C
R O
W N
TRAVELWAY CUTOFF WALL
TYPICAL END OF CONCRETE
AT F/S ANCHOR TRENCH
TYPICAL CONCRETE CUTOFF WALL
FROM F/S CUTOFF WALL
JOINT EVERY 10' FROM
PARALLEL EXPANSION
PARALLEL TO THE TRAVEL WAY CENTERLINE.
SLOPE. CONTRACTION JOINT SHALL BE
WAY EDGE DOWN THE RAMP TRANSITION
THE EXPANSION JOINT AT THE TRAVEL
CONTRACTION JOINT EVERY 10' FROM
PARALLEL TO THE TRAVEL WAY CENTERLINE.
SLOPE. CONTRACTION JOINT SHALL BE
WAY EDGE DOWN THE RAMP TRANSITION
THE EXPANSION JOINT AT THE TRAVEL
CONTRACTION JOINT EVERY 10' FROM
SLOPE V
ARIE
S
SLOPE V
ARIE
S
SLOPE V
ARIE
S
CONTRACTION JOINT - DETAIL EXPANSION JOINT - DETAIL
9"
15"
LAP
2" CHAMFER
3 - #4 #4 @ 12"
'6
DEPTH (TYP.)2
1PLACED AT
4x4 w9.5 X 9.5
9"
3 - #4
2" FILLET
#4 @ 12"
DEPTH (TYP.)2
1PLACED AT
4x4 w9.5 X 9.5
15"
LAP
SLOPE VARIES
HPTRM
PAVEMENT
SURFACE OF "4
1" DEPTH
SEALANT
ELASTOMERIC
W9.5 x 9.5 (TYP.)
4x4
"2
PAVEMENT
SURFACE OF
AT 12" O.C.
" DIA.4
318" x
SMOOTH DOWEL
EXPANSION TUBE
OF THE DOWEL.
GREASE THIS END
1' FROM EDGE.
SPACING 2' O.C.,
JOINT FILLER
PREMOLDED
SEALANT
ELASTOMERIC
" R (TYP.)8
.5
N.T.S.
N.T.S.
N.T.S. N.T.S.
FROM THE JOINT
WWF SHALL STOP 2-INCHES
NOTE:
FROM THE JOINT
WWF SHALL STOP 2-INCHES
NOTE:
CE-503
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
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
J E
F F
E R
S O
N P
A R
IS
H L
O U
IS
IA
N A
B O
R R
O W P
IT
R E
S T
O R
A T
R S
E S
H O
E C
U T S
A N
D B
L H -W
E T
H W
Y
A N L
A F
IT
T E S
W A
M P
M
IL
L A
U D
O N A
N D
W B
V H
S D
R R
S M
IT
IG
A T
IO
N
E D
-0
L .H .H
J A
S O
N A
B
IN
E T
A N
S I
D
/1
/2
H -8 -4
W P -1
-C
W P -1
-B -0
A
U G
K T L
H P .E
K T
C E -5
T y p ic a ls .d g n
ADJACENT TO EXISTING HPTRM ANCHOR TRENCH
TYPICAL RAMP TRANSITION SLOPE CUTOFF WALL
C/L PIPE
SECTION A
SECTION B
4'
12'
4'
12'
NOTE: TIE-RODS FOR 4' MATS NOT SHOWN FOR CLARITY
N.T.S.
PLAN
T E
M P
O R
A R
Y P
IP
E L
IN
E P
R O
T E
C T
IO
N
CE-504
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
J E
F F
E R
S O
N P
A R
IS
H L
O U
IS
IA
N A
B O
R R
O W P
IT
R E
S T
O R
A T
R S
E S
H O
E C
U T S
A N
D B
L H -W
E T
H W
Y
A N L
A F
IT
T E S
W A
M P
M
IL
L A
U D
O N A
N D
W B
V H
S D
R R
S M
IT
IG
A T
IO
N
E D
-0
K J
O
J A
S O
N A
B
IN
E T
L .H .H
A N
S I
D
/1
/2
A
U G
W P -1
-B -0
W P -1
-C
H -8 -4
K
IM
T
E S
S
IT
O R
E
:1
C E -5
P
L P ro te c ti o n .d g n
(3-REQUIRED)
12" x 4'-0" x 20'-0"
TIMBER MAT
C/L
5' (TYP.)
1'
OR TIMBER
EARTHEN RAMP
1V ON 20H (+/-)
HAND TAMP FILL WITHIN THIS AREA
5'+/-
1'
5'+/-
5' (TYP.)
NOTES:
(TYPICAL)
12" x 4'-0" x 12'-0"
TIMBER MAT
OR TIMBER
EARTHEN RAMP
1V ON 20H (+/-)
TEMPORARY FILL 2' MINIMUM
(3-REQUIRED)
12" x 4'-0" x 20'-0"
TIMBER MAT
4'
N.T.S.
TEMPORARY HARDWOOD TIMBER HAUL ROAD MAT BRIDGE OVER PIPELINE
N.T.S.
N.T.S.
VARIES
VARIES
EXISTING PIPELINE
EXISTING PIPELINE
CENTERED OVER THE PIPELINE.
CROSSING BRIDGE. BRIDGE SHALL BE
UTILITY PRIOR TO CONSTRUCTING THE PIPELINE
INSPECTION TRENCH TO POSITIVELY LOCATE EACH
5. CONTRACTOR SHALL EXCAVATE AND BACKFILL AN
CROSS THE PIPELINE AT THIS BRIDGE.
ALL EQUIPMENT (LIGHT & HEAVY) SHALL ONLY
AT ALL TIMES DURING THE CONSTRUCTION.
SATISFY THE CRITERIA OF 5' (MIN.) AND 48" CLEAR
PIPELINES. ANY ALTERNATE DESIGN MUST
ALTERNATE DESIGN FOR BRIDGING OVER THE
4. CONTRACTOR MAY SUBMIT FOR APPROVAL AN
BEGINNING INSTALLATION OF THE PIPELINE MAT.
WITH THE FACILITY OWNER'S REPRESENTATIVE BEFORE
3. CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES
APPROVAL.
2. DETAIL IS CONCEPTUAL AND SUBJECT TO FACILITY OWNER'S
PIPELINE CROSSINGS. FOR LOCATIONS, SEE SHEET CE-101.
1. PIPELINE MATTING MAY BE REQUIRED AT THE GULF SOUTH
20'
(TYPICAL)
12" x 4'-0" x 12'-0"
TIMBER MAT
PIPELINE
EXISTING
(3-REQUIRED)
12" x 4'-0" x 20'-0"
TIMBER MAT
A
B
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
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
P I.
P
L A
S T
IC
IT
Y I
N D
E X "U
LI
N E
O R
O R
UNIFIED SOIL CLASSIFICATION
MAJOR DIVISION 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.
80 100
L.L.-LIQUID LIMIT
DESCRIPTIVE SYMBOLS
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…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .