WBV-18.2 LEVEE LIFT PRIOR TO ARMORING SOUTHEAST...
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COVER SHEET LOCATION AND VICINITY MAP 00 01 CONSTRUCTION ACCESS PLAN 02 GENERAL NOTES AND LEGEND 03 BASELINE TABULATIONS 04 PLAN AND PROFILE, C/L STA 500+00 TO C/L STA 528+00 05 06 07 08 09 10 TYPICAL LEVEE DESIGN SECTION 11 12 13 PLAN AND PROFILE, C/L STA 528+00 TO C/L STA 556+00 14 15 16 17 18 19 20 21 22 25 26 INDEX OF DRAWINGS NO. MISCELLANEOUS DETAILS SETTLEMENT GAGE DETAIL DESIGN CROSS SECTIONS, C/L STA 500+97.28 TO C/L STA 505+00 SLOPE PAVING TIE-IN DETAILS 23 24 PLAN AND PROFILE, C/L STA 556+00 TO C/L STA 584+00 PLAN AND PROFILE, C/L STA 584+00 TO C/L STA 612+00 PLAN AND PROFILE, C/L STA 612+00 TO C/L STA 640+38.17 DESIGN CROSS SECTIONS, C/L STA 510+00 TO C/L STA 520+00 DESIGN CROSS SECTIONS, C/L STA 525+00 TO C/L STA 533+70.15 DESIGN CROSS SECTIONS, C/L STA 535+00 TO C/L STA 545+00 DESIGN CROSS SECTIONS, C/L STA 550+00 TO C/L STA 560+00 DESIGN CROSS SECTIONS, C/L STA 565+00 TO C/L STA 575+00 DESIGN CROSS SECTIONS, C/L STA 580+00 TO C/L STA 590+00 DESIGN CROSS SECTIONS, C/L STA 595+00 TO C/L STA 600+00 DESIGN CROSS SECTIONS, C/L STA 603+63.96 TO C/L STA 610+00 DESIGN CROSS SECTIONS, C/L STA 610+23.17 TO C/L STA 618+47.23 DESIGN CROSS SECTIONS, C/L STA 620+00 TO C/L STA 628+99.68 DESIGN CROSS SECTIONS, C/L STA 630+00 TO C/L STA 637+11.47 DESIGN CROSS SECTIONS, C/L STA 640+00 TO C/L STA 640+38.17 00 WBV-18.2 LEVEE LIFT PRIOR TO ARMORING SOUTHEAST LOUISIANA FLOOD PROTECTION AUTHORITY - WEST JEFFERSON PARISH, LOUISIANA WBV 18.2 LEVEE LIFT PRIOR TO ARMORING SLFPA - WEST JEFFERSON PARISH, LOUISIANA AIMS GROUP, INC 4421 ZENITH ST METAIRIE, LA 70001
Transcript of WBV-18.2 LEVEE LIFT PRIOR TO ARMORING SOUTHEAST...
COVER SHEET
LOCATION AND VICINITY MAP
00
01
CONSTRUCTION ACCESS PLAN
02GENERAL NOTES AND LEGEND
03 BASELINE TABULATIONS
04
PLAN AND PROFILE, C/L STA 500+00 TO C/L STA 528+0005
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07
08
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10TYPICAL LEVEE DESIGN SECTION
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12
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PLAN AND PROFILE, C/L STA 528+00 TO C/L STA 556+00
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INDEX OF DRAWINGSNO.
MISCELLANEOUS DETAILS
SETTLEMENT GAGE DETAIL
DESIGN CROSS SECTIONS, C/L STA 500+97.28 TO C/L STA 505+00
SLOPE PAVING TIE-IN DETAILS
23
24
PLAN AND PROFILE, C/L STA 556+00 TO C/L STA 584+00
PLAN AND PROFILE, C/L STA 584+00 TO C/L STA 612+00
PLAN AND PROFILE, C/L STA 612+00 TO C/L STA 640+38.17
DESIGN CROSS SECTIONS, C/L STA 510+00 TO C/L STA 520+00
DESIGN CROSS SECTIONS, C/L STA 525+00 TO C/L STA 533+70.15
DESIGN CROSS SECTIONS, C/L STA 535+00 TO C/L STA 545+00
DESIGN CROSS SECTIONS, C/L STA 550+00 TO C/L STA 560+00
DESIGN CROSS SECTIONS, C/L STA 565+00 TO C/L STA 575+00
DESIGN CROSS SECTIONS, C/L STA 580+00 TO C/L STA 590+00
DESIGN CROSS SECTIONS, C/L STA 595+00 TO C/L STA 600+00
DESIGN CROSS SECTIONS, C/L STA 603+63.96 TO C/L STA 610+00
DESIGN CROSS SECTIONS, C/L STA 610+23.17 TO C/L STA 618+47.23
DESIGN CROSS SECTIONS, C/L STA 620+00 TO C/L STA 628+99.68
DESIGN CROSS SECTIONS, C/L STA 630+00 TO C/L STA 637+11.47
DESIGN CROSS SECTIONS, C/L STA 640+00 TO C/L STA 640+38.17
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WBV-18.2 LEVEE LIFT
PRIOR TO ARMORING
SOUTHEAST LOUISIANA FLOOD PROTECTION
AUTHORITY - WEST
JEFFERSON PARISH, LOUISIANA
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COVER SHEET
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NO.
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REVISION DESCRIPTION
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BY
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DATE
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PROJECT NO.
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SHEET NO.
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OCT 2017
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DESIGNED
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DETAILED
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CHECKED
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AMH/HJD
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TJG
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2017-282
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JEFFERSON PARISH, LOUISIANA
LOCATION MAP
VICINITY MAP
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BAYOU VERRET
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EXIST. CATAOUATCHE PUMP STATION
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U.S HIGHWAY 90
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TO LULING
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TO AVONDALE
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EXIST. ACCESS ROAD TO CATAOUATCHE PUMP STATION
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BEGIN PROJECT B/L STA 270+97.28
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END PROJECT B/L STA 410+36.68
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G U L F O F M E X I C O
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A R K A N S A S
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T E X A S
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M I S S I S S I P P I
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CADDO
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BOSSIER
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WEBSTER
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CLAIBORNE
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LINCOLN
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MOREHOUSE
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WEST
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CARROLL
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EAST
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CARROLL
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MADISON
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FRANKLIN
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RICHLAND
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OUACHITA
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JACKSON
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BIENVILLE
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RED RIVER
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DESOTO
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SABINE
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NATCHITOCHES
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W I N N
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GRANT
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RAPIDES
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VERNON
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BEAUREGARD
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CALCASIEU
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CAMERON
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DAVIS
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JEFFERSON
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ALLEN
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EVANGELINE
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AVOYELLES
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ST. LANDRY
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LAFAYETTE
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MARTIN
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ST.
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IBERIA
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ST. BERNARD
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ORLEANS
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ST.TAMMANY
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WASHINGTON
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TANGIPAHOA
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LIVINGSTON
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HELENA
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ST.
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EAST
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FELICIANA
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WEST
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FELICIANA
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POINTE
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COUPEE
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IBERVILLE
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ROUGE
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BATON
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ASCENSION
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ST.
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JOHN
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ST.
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JAMES
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ASSUMPTION
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VERMILION
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ACADIA
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UNION
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CALDWELL
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LASALLE
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CATAHOULA
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CONCORDIA
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TENSAS
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ST. MARY
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MARTIN
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ST.
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WEST
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ROUGE
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BATON
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EAST
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JEFFERSON
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CHARLES
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ST.
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LAFOURCHE
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TERREBONNE
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PLAQUEMINES
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%%uPROJECT SITE
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LOCATION AND VICINITY MAP
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1200
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2400
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4800
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SCALE: 1"=1,200'
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NOTES: 1. COORDINATES REFER TO THE LOUISIANA STATE PLANE COORDINATE SYSTEM OF 1983, SOUTH ZONE. 2. STATIONING REFERS WEST BANK AND VICINITY (WBV) SYSTEM BASELINE.
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NO.
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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 (2009.55) 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. GROUND LINE ELEVATIONS SHOWN WERE OBTAINED FROM A JULY 2015 CONTROLLED LAND
SURVEY PERFORMED BY DUFRENE SURVEYING & ENGINEERING, INC..
16. IN ORDER TO ENSURE THE SAFETY OF ALL PARTIES, THE CONTRACTOR SHALL CONTACT THE
LOUISIANA ONE CALL SYSTEM (1-800-272-3020) A MINIMUM OF 48 HOURS PRIOR TO THE
COMMENCEMENT OF ANY EXCAVATION (DIGGING, DREDGING, JETTING, ETC.) OR DEMOLITION
ACTIVITY.
17. EROSION CONTROL SILT FENCE LOCATION IS TABULATED BY X-Y COORDINATES. SEE
SPECIFICATION SECTION 01 57 23.00 12 FOR TABULATION DETAILS.
18. PAYMENT FOR THE ACCESS ROAD FROM U.S. HIGHWAY 90 TO THE CONSTRUCTION STAGING AREA
SHALL INCLUDE THE QUANTITY REQUIRED TO CONSTRUCT THE ROAD AS SPECIFIED FOR
GRANULAR SURFACING.
19. PAYMENT FOR THE CONSTRUCTION STAGING AREA SHALL INCLUDE GRADING AREA, PLACEMENT
OF GEOTEXTILE SEPARATOR, AND SPREADING OF CRUSHED STONE REQUIRED TO CONSTRUCT
THE CONSTRUCTION STAGING AREA.
20. THERE SHALL BE NO DIRECT PAYMENT FOR THE CONSTRUCTION OF THE HAUL ROUTE. THE AREAS
OF THE BERM USED FOR HAULING AND STAGING SHALL BE RESTORED TO PRE-CONSTRUCTION
CONDITION. PAYMENT FOR THE RESTORATION OF THE BERM SHALL BE INCIDENTAL TO
MOBILIZATION AND DEMOBILIZATION.
21. SOIL BORING LOGS, CPT LOGS AND HYDROGRAPHIC SURVEY DATA WILL BE AVAILABLE TO THE
CONTRACTOR BY REQUEST ONLY. REQUEST SHALL BE SUBMITTED TO THE AUTHORITY.
22. 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
LIMIT OF FILL
VIEW SUBTITLE/
(CENTERED UNDER
EACH VIEW)
GENERAL NOTES:
SILT FENCE
HAUL ROUTE
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: 2.3'
NAVD (2004.65)
ELEVATION: 2.13'
NAVD (2009.55)
X=3,666,840.25
Y=502,396.15
LAT 29-52-33.06
LONG 90-06-55.22
ELEVATION: 0.6'
NAVD (2004.65)
ELEVATION: 0.42'
NAVD (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 G-365 SHALL BE USED AS PRIMARY BENCHMARK. PBM B-369 & PBM Q-368 SHALL
BE SECONDARY BENCHMARKS
2. BENCHMARK ELEVATIONS PROVIDED BY SLFPA-WEST.
3. NAVD (2009.55) ELEVATIONS OBSERVED BY DUFRENE SURVEYING JULY 2015.
4. NAVD (2009.55) ELEVATIONS ARE TO BE USED ON THIS PROJECT.
4. NAVD (2004.65) PUBLISHED ELEVATIONS PROVIDED FOR INFORMATION ONLY.
PBM
B-369
ELEVATION: 6.00'
NAVD (2004.65)
ELEVATION: 5.81'
NAVD (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
(PRIMARY)
TABULATION OF BENCHMARK
BENCH
MARKS
ELEVATIONDESCRIPTION
GENERAL CROSS-REFERENCING SYMBOLS
ABBREVIATIONS
GENERAL LEGEND
PERPETUAL FLOOD PROTECTION
LEVEE EASEMENT
LIMITS OF CONSTRUCTION
02
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%%uELEVATION%%U
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SECTION
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GENERAL NOTES AND LENEND
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NO.
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DATE
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REVISION DESCRIPTION
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BY
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DATE
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SHEET NO.
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DESIGNED
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LAMBERT X
BASELINE
STATION
SYSTEM
B/L STATION
BASELINE
OFFSET
LAMBERT Y
BASELINE
OFFSET
LAMBERT Y LAMBERT X
LAMBERT XLAMBERT Y
LAMBERT X
SYSTEM
B/L STATION
BASELINE
OFFSET
LAMBERT Y
BASELINE
STATION
LEVEE C/L
STATION
PERPETUAL FLOOD PROTECTION LEVEE
EASEMENT (FLOOD SIDE)
WBV SYSTEM BASELINE
TABULATIONS
LEVEE CENTERLINE
TABULATIONS
PERPETUAL FLOOD PROTECTION LEVEE
EASEMENT (PROTECTED SIDE)
03
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NOTES: 1. COORDINATES REFER TO THE LOUISIANA STATE PLANE COORDINATE SYSTEM OF 1983, SOUTH ZONE. 2. SILT FENCE COORDINATES LISTED IN TECHNICAL SPECIFICATION SECTION 01 57 23.00 12.
EXIST. ACCESS ROAD TO CATAOUATCHE PUMP STATION (SEE NOTE 3)
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PI STA 395+48.80
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PI STA 398+98.19
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PI STA 401+94.60
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PI STA 407+09.98
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PI STA 410+59.42
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PI STA 415+48.11
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PI STA 422+76.61
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PERPETUAL FLOOD PROTECTION LEVEE EASEMENT (NO WORK AREA. EXIST ROW)
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CONSTRUCTION STAGING AREA 250' X 200' (SEE NOTE 4)
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TO U.S. HIGHWAY 90
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WBV SYSTEM BASELINE
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LOCATION OF SILT FENCE
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CATAOUATCHE PUMP STATION
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EXIST. ACCESS ROAD (SEE NOTE 3)
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LIMITS OF FILL
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INTERIOR DRAINAGE CANAL
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DRAINAGE CANAL
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TRUCK WASH DOWN RACK (SEE NOTE 7) (SEE SHEET 24)
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LIMITS OF CONSTRUCTION
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PERPETUAL FLOOD PROTECTION LEVEE EASEMENT (NO WORK AREA. EXIST. ROW)
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WBV SYSTEM BASELINE & LEVEE CENTERLINE
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CONSTRUCTION ACCESS PLAN
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NOTES: 1.ALL WORK SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. ALL WORK SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. WORK SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. WORK SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. WITHIN THE LIMITS OF CONSTRUCTION. WITHIN THE LIMITS OF CONSTRUCTION. THE LIMITS OF CONSTRUCTION. THE LIMITS OF CONSTRUCTION. LIMITS OF CONSTRUCTION. LIMITS OF CONSTRUCTION. OF CONSTRUCTION. OF CONSTRUCTION. CONSTRUCTION. CONSTRUCTION. EQUIPMENT SHALL NOT BE ALLOWED BEYOND THE LIMITS OF CONSTRUCTION. 2.LEVEE CENTERLINE STATIONING ARE REFERENCED TO THE WEST BANK AND LEVEE CENTERLINE STATIONING ARE REFERENCED TO THE WEST BANK AND CENTERLINE STATIONING ARE REFERENCED TO THE WEST BANK AND CENTERLINE STATIONING ARE REFERENCED TO THE WEST BANK AND STATIONING ARE REFERENCED TO THE WEST BANK AND STATIONING ARE REFERENCED TO THE WEST BANK AND ARE REFERENCED TO THE WEST BANK AND ARE REFERENCED TO THE WEST BANK AND REFERENCED TO THE WEST BANK AND REFERENCED TO THE WEST BANK AND TO THE WEST BANK AND TO THE WEST BANK AND THE WEST BANK AND THE WEST BANK AND WEST BANK AND WEST BANK AND BANK AND BANK AND AND AND VICINITY BASELINE. SEE SHEET-03 FOR LEVEE CENTERLINE TABULATIONS. 3.CONTRACTOR SHALL MAINTAIN EXISTING ACCESS ROAD THROUGHOUT THE CONTRACTOR SHALL MAINTAIN EXISTING ACCESS ROAD THROUGHOUT THE SHALL MAINTAIN EXISTING ACCESS ROAD THROUGHOUT THE SHALL MAINTAIN EXISTING ACCESS ROAD THROUGHOUT THE MAINTAIN EXISTING ACCESS ROAD THROUGHOUT THE MAINTAIN EXISTING ACCESS ROAD THROUGHOUT THE EXISTING ACCESS ROAD THROUGHOUT THE EXISTING ACCESS ROAD THROUGHOUT THE ACCESS ROAD THROUGHOUT THE ACCESS ROAD THROUGHOUT THE ROAD THROUGHOUT THE ROAD THROUGHOUT THE THROUGHOUT THE THROUGHOUT THE THE THE DURATION OF THE PROJECT. EXISTING ACCESS ROAD SHALL BE RETURNED OF THE PROJECT. EXISTING ACCESS ROAD SHALL BE RETURNED OF THE PROJECT. EXISTING ACCESS ROAD SHALL BE RETURNED THE PROJECT. EXISTING ACCESS ROAD SHALL BE RETURNED THE PROJECT. EXISTING ACCESS ROAD SHALL BE RETURNED PROJECT. EXISTING ACCESS ROAD SHALL BE RETURNED PROJECT. EXISTING ACCESS ROAD SHALL BE RETURNED EXISTING ACCESS ROAD SHALL BE RETURNED EXISTING ACCESS ROAD SHALL BE RETURNED ACCESS ROAD SHALL BE RETURNED ACCESS ROAD SHALL BE RETURNED ROAD SHALL BE RETURNED ROAD SHALL BE RETURNED SHALL BE RETURNED SHALL BE RETURNED BE RETURNED BE RETURNED RETURNED RETURNED TO THE PRE-CONSTRUCTION CONDITION PRIOR TO FINAL ACCEPTANCE. 4.CONTRACTOR SHALL RESTORE AREAS OF THE BERM USED AS THE HAUL CONTRACTOR SHALL RESTORE AREAS OF THE BERM USED AS THE HAUL SHALL RESTORE AREAS OF THE BERM USED AS THE HAUL SHALL RESTORE AREAS OF THE BERM USED AS THE HAUL RESTORE AREAS OF THE BERM USED AS THE HAUL RESTORE AREAS OF THE BERM USED AS THE HAUL AREAS OF THE BERM USED AS THE HAUL AREAS OF THE BERM USED AS THE HAUL OF THE BERM USED AS THE HAUL OF THE BERM USED AS THE HAUL THE BERM USED AS THE HAUL THE BERM USED AS THE HAUL BERM USED AS THE HAUL BERM USED AS THE HAUL USED AS THE HAUL USED AS THE HAUL AS THE HAUL AS THE HAUL THE HAUL THE HAUL HAUL HAUL ROUTE TO PRE-CONSTRUCTION CONDITION PRIOR TO COMPLETION. 5.CONTRACTOR SHALL REMOVE STAGING AREA AND RESTORE BERM TO CONTRACTOR SHALL REMOVE STAGING AREA AND RESTORE BERM TO SHALL REMOVE STAGING AREA AND RESTORE BERM TO SHALL REMOVE STAGING AREA AND RESTORE BERM TO REMOVE STAGING AREA AND RESTORE BERM TO REMOVE STAGING AREA AND RESTORE BERM TO STAGING AREA AND RESTORE BERM TO STAGING AREA AND RESTORE BERM TO AREA AND RESTORE BERM TO AREA AND RESTORE BERM TO AND RESTORE BERM TO AND RESTORE BERM TO RESTORE BERM TO RESTORE BERM TO BERM TO BERM TO TO TO PRE-CONSTRUCTION CONDITION, PRIOR TO FINAL ACCEPTANCE. 6.CONTRACTOR SHALL INSTALL ADVANCE WARNING SIGNS AND TRAFFIC CONTRACTOR SHALL INSTALL ADVANCE WARNING SIGNS AND TRAFFIC SHALL INSTALL ADVANCE WARNING SIGNS AND TRAFFIC SHALL INSTALL ADVANCE WARNING SIGNS AND TRAFFIC INSTALL ADVANCE WARNING SIGNS AND TRAFFIC INSTALL ADVANCE WARNING SIGNS AND TRAFFIC ADVANCE WARNING SIGNS AND TRAFFIC ADVANCE WARNING SIGNS AND TRAFFIC WARNING SIGNS AND TRAFFIC WARNING SIGNS AND TRAFFIC SIGNS AND TRAFFIC SIGNS AND TRAFFIC AND TRAFFIC AND TRAFFIC TRAFFIC TRAFFIC CONTROL DEVICES AS REQUIRED BY LADOTD AND FHWA - MANUAL ON DEVICES AS REQUIRED BY LADOTD AND FHWA - MANUAL ON DEVICES AS REQUIRED BY LADOTD AND FHWA - MANUAL ON AS REQUIRED BY LADOTD AND FHWA - MANUAL ON AS REQUIRED BY LADOTD AND FHWA - MANUAL ON REQUIRED BY LADOTD AND FHWA - MANUAL ON REQUIRED BY LADOTD AND FHWA - MANUAL ON BY LADOTD AND FHWA - MANUAL ON BY LADOTD AND FHWA - MANUAL ON LADOTD AND FHWA - MANUAL ON LADOTD AND FHWA - MANUAL ON AND FHWA - MANUAL ON AND FHWA - MANUAL ON FHWA - MANUAL ON FHWA - MANUAL ON - MANUAL ON - MANUAL ON MANUAL ON MANUAL ON ON ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION) AND HAVE FLAG TRAFFIC CONTROL DEVICES (LATEST VERSION) AND HAVE FLAG TRAFFIC CONTROL DEVICES (LATEST VERSION) AND HAVE FLAG CONTROL DEVICES (LATEST VERSION) AND HAVE FLAG CONTROL DEVICES (LATEST VERSION) AND HAVE FLAG DEVICES (LATEST VERSION) AND HAVE FLAG DEVICES (LATEST VERSION) AND HAVE FLAG (LATEST VERSION) AND HAVE FLAG (LATEST VERSION) AND HAVE FLAG VERSION) AND HAVE FLAG VERSION) AND HAVE FLAG AND HAVE FLAG AND HAVE FLAG HAVE FLAG HAVE FLAG FLAG FLAG MEN AT THE ACCESS FROM U.S. HIGHWAY 90. LOCATIONS SHOWN SHALL BE AT THE ACCESS FROM U.S. HIGHWAY 90. LOCATIONS SHOWN SHALL BE AT THE ACCESS FROM U.S. HIGHWAY 90. LOCATIONS SHOWN SHALL BE THE ACCESS FROM U.S. HIGHWAY 90. LOCATIONS SHOWN SHALL BE THE ACCESS FROM U.S. HIGHWAY 90. LOCATIONS SHOWN SHALL BE ACCESS FROM U.S. HIGHWAY 90. LOCATIONS SHOWN SHALL BE ACCESS FROM U.S. HIGHWAY 90. LOCATIONS SHOWN SHALL BE FROM U.S. HIGHWAY 90. LOCATIONS SHOWN SHALL BE FROM U.S. HIGHWAY 90. LOCATIONS SHOWN SHALL BE U.S. HIGHWAY 90. LOCATIONS SHOWN SHALL BE U.S. HIGHWAY 90. LOCATIONS SHOWN SHALL BE HIGHWAY 90. LOCATIONS SHOWN SHALL BE HIGHWAY 90. LOCATIONS SHOWN SHALL BE 90. LOCATIONS SHOWN SHALL BE 90. LOCATIONS SHOWN SHALL BE LOCATIONS SHOWN SHALL BE LOCATIONS SHOWN SHALL BE SHOWN SHALL BE SHOWN SHALL BE SHALL BE SHALL BE BE BE FIELD ADJUSTED WITH APPROVAL OF THE AUTHORIZING ENGINEER. 7.LOCATION OF THE TRUCK WASH-DOWN RACK MAY FIELD ADJUSTED.LOCATION OF THE TRUCK WASH-DOWN RACK MAY FIELD ADJUSTED.
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DESIGNED
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DETAILED
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CHECKED
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AMH/HJD
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TJG
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LJP
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2017-282
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PI STA 422+76.61
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PI STA 282+67.42
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WBV SYSTEM BASELINE
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LEVEE CENTERLINE
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LIMITS OF FILL (SEE SHEET 10)
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DRAINAGE CANAL
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DRAINAGE CANAL
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TIE LEVEE TO EXIST. LEVEE STA 500+97.71 (SEE NOTES 5 & 6)
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LIMITS OF WORK C\L STA 500+97.28 B\L STA. 270+97.28
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LOCATION OF SILT FENCE
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LOCATION OF SILT FENCE
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S27d31'57"E
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S 43d10'10" E
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S 27d31'38" E
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S 27d24'10" E
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PI STA 501+66.30
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PI C/L STA 512+69.36
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PI STA 501+14.38
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PERPETUAL FLOOD PROTECTION LEVEE EASEMENT (NO WORK AREA. EXIST. ROW)
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LIMITS OF CONSTRUCTION
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PERPETUAL FLOOD PROTECTION LEVEE EASEMENT (NO WORK AREA. EXIST. ROW)
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WBV SYSTEM BASELINE & LEVEE CENTERLINE ALIGNMENT
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(+12.65)
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(+12.26)
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(+12.28)
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(+12.52)
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(+12.97)
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FULL LEVEE SECTION C\L STA 501+14.38 B\L STA 270+14.38
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DESIGN GRADE EL. 15.0
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PROFILE ALONG C/L EXIST. LEVEE
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TRANSITION TO EXIST. LEVEE WITH 1V ON 10H SLOPE STA 501+14.38
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TIE LEVEE TO EXIST. LEVEE STA 500+97.71 (SEE NOTES 5 & 6)
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PLAN & PROFILE, C/L STA 500+00 TO C/L STA 528+00
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NOTES: 1.ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 TO THE NORTH AMERICAN VERTICAL DATUM 1988 TO THE NORTH AMERICAN VERTICAL DATUM 1988 THE NORTH AMERICAN VERTICAL DATUM 1988 THE NORTH AMERICAN VERTICAL DATUM 1988 NORTH AMERICAN VERTICAL DATUM 1988 NORTH AMERICAN VERTICAL DATUM 1988 AMERICAN VERTICAL DATUM 1988 AMERICAN VERTICAL DATUM 1988 VERTICAL DATUM 1988 VERTICAL DATUM 1988 DATUM 1988 DATUM 1988 1988 1988 2009.55 (NAVD 88 2009.55). ELEVATIONS ARE IN FEET. 2.EMBANKMENT, COMPACTED FILL SHALL BE IN ACCORDANCE WITH EMBANKMENT, COMPACTED FILL SHALL BE IN ACCORDANCE WITH COMPACTED FILL SHALL BE IN ACCORDANCE WITH COMPACTED FILL SHALL BE IN ACCORDANCE WITH FILL SHALL BE IN ACCORDANCE WITH FILL SHALL BE IN ACCORDANCE WITH SHALL BE IN ACCORDANCE WITH SHALL BE IN ACCORDANCE WITH BE IN ACCORDANCE WITH BE IN ACCORDANCE WITH IN ACCORDANCE WITH IN ACCORDANCE WITH ACCORDANCE WITH ACCORDANCE WITH WITH WITH SPECIFICATION SECTION 31 24 00.00 12. 3.ALL WORK SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. ALL WORK SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. 4.CONTRACTOR SHALL RESTORE AREAS OF THE BERM USED AS THE CONTRACTOR SHALL RESTORE AREAS OF THE BERM USED AS THE SHALL RESTORE AREAS OF THE BERM USED AS THE SHALL RESTORE AREAS OF THE BERM USED AS THE RESTORE AREAS OF THE BERM USED AS THE RESTORE AREAS OF THE BERM USED AS THE AREAS OF THE BERM USED AS THE AREAS OF THE BERM USED AS THE OF THE BERM USED AS THE OF THE BERM USED AS THE THE BERM USED AS THE THE BERM USED AS THE BERM USED AS THE BERM USED AS THE USED AS THE USED AS THE AS THE AS THE THE THE HAUL ROUTE TO PRE-CONSTRUCTION CONDITION PRIOR TO COMPLETION. 5.ALL WORK AND USE OF EQUIPMENT IS TO BE DONE WITHIN THE LIMITS ALL WORK AND USE OF EQUIPMENT IS TO BE DONE WITHIN THE LIMITS WORK AND USE OF EQUIPMENT IS TO BE DONE WITHIN THE LIMITS WORK AND USE OF EQUIPMENT IS TO BE DONE WITHIN THE LIMITS AND USE OF EQUIPMENT IS TO BE DONE WITHIN THE LIMITS AND USE OF EQUIPMENT IS TO BE DONE WITHIN THE LIMITS USE OF EQUIPMENT IS TO BE DONE WITHIN THE LIMITS USE OF EQUIPMENT IS TO BE DONE WITHIN THE LIMITS OF EQUIPMENT IS TO BE DONE WITHIN THE LIMITS OF EQUIPMENT IS TO BE DONE WITHIN THE LIMITS EQUIPMENT IS TO BE DONE WITHIN THE LIMITS EQUIPMENT IS TO BE DONE WITHIN THE LIMITS IS TO BE DONE WITHIN THE LIMITS IS TO BE DONE WITHIN THE LIMITS TO BE DONE WITHIN THE LIMITS TO BE DONE WITHIN THE LIMITS BE DONE WITHIN THE LIMITS BE DONE WITHIN THE LIMITS DONE WITHIN THE LIMITS DONE WITHIN THE LIMITS WITHIN THE LIMITS WITHIN THE LIMITS THE LIMITS THE LIMITS LIMITS LIMITS OF CONSTRUCTION IN THE VICINITY OF THE EXISTING HPTRM ARMORING CONSTRUCTION IN THE VICINITY OF THE EXISTING HPTRM ARMORING CONSTRUCTION IN THE VICINITY OF THE EXISTING HPTRM ARMORING IN THE VICINITY OF THE EXISTING HPTRM ARMORING IN THE VICINITY OF THE EXISTING HPTRM ARMORING THE VICINITY OF THE EXISTING HPTRM ARMORING THE VICINITY OF THE EXISTING HPTRM ARMORING VICINITY OF THE EXISTING HPTRM ARMORING VICINITY OF THE EXISTING HPTRM ARMORING OF THE EXISTING HPTRM ARMORING OF THE EXISTING HPTRM ARMORING THE EXISTING HPTRM ARMORING THE EXISTING HPTRM ARMORING EXISTING HPTRM ARMORING EXISTING HPTRM ARMORING HPTRM ARMORING HPTRM ARMORING ARMORING ARMORING SYSTEM. THE CONTRACTOR SHALL MAKE A SMOOTH EMBANKMENT THE CONTRACTOR SHALL MAKE A SMOOTH EMBANKMENT THE CONTRACTOR SHALL MAKE A SMOOTH EMBANKMENT CONTRACTOR SHALL MAKE A SMOOTH EMBANKMENT CONTRACTOR SHALL MAKE A SMOOTH EMBANKMENT SHALL MAKE A SMOOTH EMBANKMENT SHALL MAKE A SMOOTH EMBANKMENT MAKE A SMOOTH EMBANKMENT MAKE A SMOOTH EMBANKMENT A SMOOTH EMBANKMENT A SMOOTH EMBANKMENT SMOOTH EMBANKMENT SMOOTH EMBANKMENT EMBANKMENT EMBANKMENT TIE-IN AS NOT TO DISTURB OR DAMAGE THE EXISTING HPTRM AS NOT TO DISTURB OR DAMAGE THE EXISTING HPTRM AS NOT TO DISTURB OR DAMAGE THE EXISTING HPTRM NOT TO DISTURB OR DAMAGE THE EXISTING HPTRM NOT TO DISTURB OR DAMAGE THE EXISTING HPTRM TO DISTURB OR DAMAGE THE EXISTING HPTRM TO DISTURB OR DAMAGE THE EXISTING HPTRM DISTURB OR DAMAGE THE EXISTING HPTRM DISTURB OR DAMAGE THE EXISTING HPTRM OR DAMAGE THE EXISTING HPTRM OR DAMAGE THE EXISTING HPTRM DAMAGE THE EXISTING HPTRM DAMAGE THE EXISTING HPTRM THE EXISTING HPTRM THE EXISTING HPTRM THE EXISTING HPTRM EXISTING HPTRM EXISTING HPTRM HPTRM HPTRM ARMORING SYSTEM. 6.ANY DAMAGES TO THE HPTRM ARMORING SYSTEM SHALL BE REPAIRED ANY DAMAGES TO THE HPTRM ARMORING SYSTEM SHALL BE REPAIRED DAMAGES TO THE HPTRM ARMORING SYSTEM SHALL BE REPAIRED DAMAGES TO THE HPTRM ARMORING SYSTEM SHALL BE REPAIRED TO THE HPTRM ARMORING SYSTEM SHALL BE REPAIRED TO THE HPTRM ARMORING SYSTEM SHALL BE REPAIRED THE HPTRM ARMORING SYSTEM SHALL BE REPAIRED THE HPTRM ARMORING SYSTEM SHALL BE REPAIRED HPTRM ARMORING SYSTEM SHALL BE REPAIRED HPTRM ARMORING SYSTEM SHALL BE REPAIRED ARMORING SYSTEM SHALL BE REPAIRED ARMORING SYSTEM SHALL BE REPAIRED SYSTEM SHALL BE REPAIRED SYSTEM SHALL BE REPAIRED SHALL BE REPAIRED SHALL BE REPAIRED BE REPAIRED BE REPAIRED REPAIRED REPAIRED AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL COORDINATE THE THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL COORDINATE THE THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL COORDINATE THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL COORDINATE THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL COORDINATE THE EXPENSE. CONTRACTOR SHALL COORDINATE THE EXPENSE. CONTRACTOR SHALL COORDINATE THE CONTRACTOR SHALL COORDINATE THE CONTRACTOR SHALL COORDINATE THE SHALL COORDINATE THE SHALL COORDINATE THE COORDINATE THE COORDINATE THE THE THE REPAIR IN ACCORDANCE WITH DETAILS SHOWN ON HPTRM IN ACCORDANCE WITH DETAILS SHOWN ON HPTRM IN ACCORDANCE WITH DETAILS SHOWN ON HPTRM ACCORDANCE WITH DETAILS SHOWN ON HPTRM ACCORDANCE WITH DETAILS SHOWN ON HPTRM WITH DETAILS SHOWN ON HPTRM WITH DETAILS SHOWN ON HPTRM DETAILS SHOWN ON HPTRM DETAILS SHOWN ON HPTRM SHOWN ON HPTRM SHOWN ON HPTRM ON HPTRM ON HPTRM HPTRM HPTRM CONTRACTOR'S DRAWINGS PROVIDED BY THE AUTHORITY.
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TJG
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LJP
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2017-282
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LIMITS OF WORK C\L STA 500+97.28 B\L STA. 270+97.28
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BEGIN TYP SECTION B\L STA 501+14.38
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FULL LEVEE SECTION C\L STA 501+14.38 B\L STA 270+14.38
PERPETUAL FLOOD PROTECTION LEVEE EASEMENT (NO WORK AREA, EXIST. ROW)
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DRAINAGE CANAL
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DRAINAGE CANAL
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LOCATION OF SILT FENCE
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LOCATION OF SILT FENCE
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S 27d31'38" E
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S 29d00'32" E
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S 37d57'16" E
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S 37d12'03" E
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PI C/L STA 528+92.41
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PI C/L STA 544+95.84
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PI C/L STA 533+70.15
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14.0'
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14.0'
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LIMITS OF CONSTRUCTION
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PERPETUAL FLOOD PROTECTION LEVEE EASEMENT (NO WORK AREA. EXIST. ROW)
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(+13.33)
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(+13.06)
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(+13.31)
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(+13.57)
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(+13.70)
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(+13.42)
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DESIGN GRADE EL. 15.0
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AMH/HJD
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PLAN & PROFILE, C/L STA 528+00 TO C/L STA 556+00
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NOTES: 1.ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 TO THE NORTH AMERICAN VERTICAL DATUM 1988 TO THE NORTH AMERICAN VERTICAL DATUM 1988 THE NORTH AMERICAN VERTICAL DATUM 1988 THE NORTH AMERICAN VERTICAL DATUM 1988 NORTH AMERICAN VERTICAL DATUM 1988 NORTH AMERICAN VERTICAL DATUM 1988 AMERICAN VERTICAL DATUM 1988 AMERICAN VERTICAL DATUM 1988 VERTICAL DATUM 1988 VERTICAL DATUM 1988 DATUM 1988 DATUM 1988 1988 1988 2009.55 (NAVD 88 2009.55). ELEVATIONS ARE IN FEET. 2.EMBANKMENT, COMPACTED FILL SHALL BE IN ACCORDANCE WITH EMBANKMENT, COMPACTED FILL SHALL BE IN ACCORDANCE WITH COMPACTED FILL SHALL BE IN ACCORDANCE WITH COMPACTED FILL SHALL BE IN ACCORDANCE WITH FILL SHALL BE IN ACCORDANCE WITH FILL SHALL BE IN ACCORDANCE WITH SHALL BE IN ACCORDANCE WITH SHALL BE IN ACCORDANCE WITH BE IN ACCORDANCE WITH BE IN ACCORDANCE WITH IN ACCORDANCE WITH IN ACCORDANCE WITH ACCORDANCE WITH ACCORDANCE WITH WITH WITH SPECIFICATION SECTION 31 24 00.00 12. 3.ALL WORK SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. ALL WORK SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. 4.CONTRACTOR SHALL RESTORE AREAS OF THE BERM USED AS THE CONTRACTOR SHALL RESTORE AREAS OF THE BERM USED AS THE SHALL RESTORE AREAS OF THE BERM USED AS THE SHALL RESTORE AREAS OF THE BERM USED AS THE RESTORE AREAS OF THE BERM USED AS THE RESTORE AREAS OF THE BERM USED AS THE AREAS OF THE BERM USED AS THE AREAS OF THE BERM USED AS THE OF THE BERM USED AS THE OF THE BERM USED AS THE THE BERM USED AS THE THE BERM USED AS THE BERM USED AS THE BERM USED AS THE USED AS THE USED AS THE AS THE AS THE THE THE HAUL ROUTE TO PRE-CONSTRUCTION CONDITION PRIOR TO COMPLETION.
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SE
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6
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AutoCAD SHX Text
PI STA 326+84.75
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PI STA 344+77.30
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WBV SYSTEM BASELINE
AutoCAD SHX Text
LEVEE CENTERLINE
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LIMITS OF FILL (SEE SHEET 10)
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PERPETUAL FLOOD PROTECTION LEVEE EASEMENT (NO WORK AREA. EXIST. ROW)
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DRAINAGE CANAL
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DRAINAGE CANAL
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LOCATION OF SILT FENCE
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LOCATION OF SILT FENCE
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S 37d31'57" E
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S 37d12'03" E
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S 37d37'32" E
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PI C/L STA 556+84.27
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PI C/L STA 574+76.76
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LIMITS OF CONSTRUCTION
AutoCAD SHX Text
(+13.76)
AutoCAD SHX Text
(+13.54)
AutoCAD SHX Text
(+11.56)
AutoCAD SHX Text
(+12.45)
AutoCAD SHX Text
(+12.41)
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
PROFILE ALONG C/L EXIST. LEVEE
AutoCAD SHX Text
100
AutoCAD SHX Text
100
AutoCAD SHX Text
200
AutoCAD SHX Text
400
AutoCAD SHX Text
0
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SCALE: 1"=100'
AutoCAD SHX Text
10
AutoCAD SHX Text
10
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20
AutoCAD SHX Text
40
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0
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VERTICAL SCALE: 1"=10'
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100
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100
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200
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400
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0
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HORIZONTAL SCALE: 1"=100'
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NO.
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DATE
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REVISION DESCRIPTION
AutoCAD SHX Text
BY
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DATE
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PROJECT NO.
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SHEET NO.
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OCT 2017
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DESIGNED
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DETAILED
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CHECKED
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AMH/HJD
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TJG
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LJP
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2017-282
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PLAN & PROFILE, C/L STA 556+00 TO C/L STA 584+00
AutoCAD SHX Text
NOTES: 1.ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 TO THE NORTH AMERICAN VERTICAL DATUM 1988 TO THE NORTH AMERICAN VERTICAL DATUM 1988 THE NORTH AMERICAN VERTICAL DATUM 1988 THE NORTH AMERICAN VERTICAL DATUM 1988 NORTH AMERICAN VERTICAL DATUM 1988 NORTH AMERICAN VERTICAL DATUM 1988 AMERICAN VERTICAL DATUM 1988 AMERICAN VERTICAL DATUM 1988 VERTICAL DATUM 1988 VERTICAL DATUM 1988 DATUM 1988 DATUM 1988 1988 1988 2009.55 (NAVD 88 2009.55). ELEVATIONS ARE IN FEET. 2.EMBANKMENT, COMPACTED FILL SHALL SHALL BE IN ACCORDANCE EMBANKMENT, COMPACTED FILL SHALL SHALL BE IN ACCORDANCE COMPACTED FILL SHALL SHALL BE IN ACCORDANCE COMPACTED FILL SHALL SHALL BE IN ACCORDANCE FILL SHALL SHALL BE IN ACCORDANCE FILL SHALL SHALL BE IN ACCORDANCE SHALL SHALL BE IN ACCORDANCE SHALL SHALL BE IN ACCORDANCE SHALL BE IN ACCORDANCE SHALL BE IN ACCORDANCE BE IN ACCORDANCE BE IN ACCORDANCE IN ACCORDANCE IN ACCORDANCE ACCORDANCE ACCORDANCE SPECIFICATION SECTION 31 24 00.00 12. 3.ALL WORK SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. ALL WORK SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. 4.CONTRACTOR SHALL RESTORE AREAS OF THE BERM USED AS THE CONTRACTOR SHALL RESTORE AREAS OF THE BERM USED AS THE SHALL RESTORE AREAS OF THE BERM USED AS THE SHALL RESTORE AREAS OF THE BERM USED AS THE RESTORE AREAS OF THE BERM USED AS THE RESTORE AREAS OF THE BERM USED AS THE AREAS OF THE BERM USED AS THE AREAS OF THE BERM USED AS THE OF THE BERM USED AS THE OF THE BERM USED AS THE THE BERM USED AS THE THE BERM USED AS THE BERM USED AS THE BERM USED AS THE USED AS THE USED AS THE AS THE AS THE THE THE HAUL ROUTE TO PRE-CONSTRUCTION CONDITION PRIOR TO COMPLETION.
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PI STA 357+55.96
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PI STA 366+85.77
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PI STA 370+62.90
AutoCAD SHX Text
PI STA 380+21.68
AutoCAD SHX Text
WBV SYSTEM BASELINE
AutoCAD SHX Text
LEVEE CENTERLINE
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LIMITS OF FILL (SEE SHEET 10)
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PERPETUAL FLOOD PROTECTION LEVEE EASEMENT (NO WORK AREA. EXIST. ROW)
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DRAINAGE CANAL
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DRAINAGE CANAL
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LOCATION OF SILT FENCE
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LOCATION OF SILT FENCE
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S 37d37'32" E
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S 37d51'14" E
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S 38d53'17" E
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S 37d11'55" E
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S 21d33'23" E
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S 37d11'55" E
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S40d30'05"E
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PI C/L STA 587+55.38
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PI C/L STA 595+74.21
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PI CL STA 599+94.42
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PI C/L STA 603+63.96
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PI C/L STA 604+15.88
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PI C/L STA 610+23.17
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LIMITS OF CONSTRUCTION
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WBV SYSTEM BASELINE & LEVEE CENTERLINE ALIGNMENT
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(+11.56)
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(+12.79)
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(+13.17)
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(+13.43)
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(+13.78)
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(+13.47)
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DESIGN GRADE EL. 15.0
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PROFILE ALONG C/L EXIST. LEVEE
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100
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100
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200
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400
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0
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SCALE: 1"=100'
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10
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10
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20
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40
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0
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100
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100
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200
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400
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0
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HORIZONTAL SCALE: 1"=100'
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NO.
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DATE
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REVISION DESCRIPTION
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BY
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DATE
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PROJECT NO.
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SHEET NO.
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OCT 2017
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DESIGNED
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DETAILED
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CHECKED
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AMH/HJD
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TJG
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LJP
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2017-282
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PLAN & PROFILE, C/L STA 556+00 TO C/L STA 584+00
AutoCAD SHX Text
NOTES: 1.ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 TO THE NORTH AMERICAN VERTICAL DATUM 1988 TO THE NORTH AMERICAN VERTICAL DATUM 1988 THE NORTH AMERICAN VERTICAL DATUM 1988 THE NORTH AMERICAN VERTICAL DATUM 1988 NORTH AMERICAN VERTICAL DATUM 1988 NORTH AMERICAN VERTICAL DATUM 1988 AMERICAN VERTICAL DATUM 1988 AMERICAN VERTICAL DATUM 1988 VERTICAL DATUM 1988 VERTICAL DATUM 1988 DATUM 1988 DATUM 1988 1988 1988 2009.55 (NAVD 88 2009.55). ELEVATIONS ARE IN FEET. 2.EMBANKMENT, COMPACTED FILL SHALL BE IN ACCORDANCE WITH EMBANKMENT, COMPACTED FILL SHALL BE IN ACCORDANCE WITH COMPACTED FILL SHALL BE IN ACCORDANCE WITH COMPACTED FILL SHALL BE IN ACCORDANCE WITH FILL SHALL BE IN ACCORDANCE WITH FILL SHALL BE IN ACCORDANCE WITH SHALL BE IN ACCORDANCE WITH SHALL BE IN ACCORDANCE WITH BE IN ACCORDANCE WITH BE IN ACCORDANCE WITH IN ACCORDANCE WITH IN ACCORDANCE WITH ACCORDANCE WITH ACCORDANCE WITH WITH WITH SPECIFICATION SECTION 31 24 00.00 12. 3.ALL WORK SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. ALL WORK SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. 4.CONTRACTOR SHALL RESTORE AREAS OF THE BERM USED AS THE CONTRACTOR SHALL RESTORE AREAS OF THE BERM USED AS THE SHALL RESTORE AREAS OF THE BERM USED AS THE SHALL RESTORE AREAS OF THE BERM USED AS THE RESTORE AREAS OF THE BERM USED AS THE RESTORE AREAS OF THE BERM USED AS THE AREAS OF THE BERM USED AS THE AREAS OF THE BERM USED AS THE OF THE BERM USED AS THE OF THE BERM USED AS THE THE BERM USED AS THE THE BERM USED AS THE BERM USED AS THE BERM USED AS THE USED AS THE USED AS THE AS THE AS THE THE THE HAUL ROUTE TO PRE-CONSTRUCTION CONDITION PRIOR TO COMPLETION.
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PROTECTED SIDE
JEFFERSON PARISH, LOUISIANA
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PI STA 385+81.54
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PI STA 388+45.74
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PI STA 395+48.80
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PI STA 398+98.19
AutoCAD SHX Text
PI STA 401+94.60
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PI STA 407+09.98
AutoCAD SHX Text
PI STA 410+59.42
AutoCAD SHX Text
WBV SYSTEM BASELINE & LEVEE CENTERLINE ALIGNMENT
AutoCAD SHX Text
LIMITS OF FILL (SEE SHEET 10)
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PERPETUAL FLOOD PROTECTION LEVEE EASEMENT (NO WORK AREA. EXIST. ROW)
AutoCAD SHX Text
DRAINAGE CANAL
AutoCAD SHX Text
DRAINAGE CANAL
AutoCAD SHX Text
LIMITS OF WORK C\L STA 640+38.17 B\L STA 410+36.68
AutoCAD SHX Text
EXIST. SLOPE PAVING TO REMAIN
AutoCAD SHX Text
TIE LEVEE TO EXIST SLOPE PAVING STA 640+38.17 (SEE SHEET 26)
AutoCAD SHX Text
S 40d30'05" E
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S 44d29'19" E
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S 49d07'02" E
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S 51d59'24" E
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S 56d27'06" E
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S 59d59'17" E
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S 62d53'32" E
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PI C/L STA 615+83.03
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PI C/L STA 618+47.23
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PI C/L STA 625+50.29
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PI C/L STA 628+99.68
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PI C/L STA 631+96.08
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PI C/L STA 637+11.47
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LOCATION OF SILT FENCE
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CONSTRUCTION STAGING AREA 250' X 200' (SEE NOTE 5)
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LOCATION OF SILT FENCE
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LIMITS OF CONSTRUCTION
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(+13.45)
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(+13.56)
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(+12.99)
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(+12.57)
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(+12.75)
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(+14.05)
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TIE LEVEE TO EXIST. SLOPE PAVING STA 640+38.17 (SEE SHEET 26)
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DESIGN GRADE EL. 15.0
AutoCAD SHX Text
PROFILE ALONG C/L EXIST. LEVEE
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1V ON 10H TRANSITION TO EXIST. SLOPE PAVING
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100
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100
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200
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400
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NO.
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DATE
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REVISION DESCRIPTION
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BY
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DATE
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PROJECT NO.
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SHEET NO.
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OCT 2017
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DESIGNED
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DETAILED
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CHECKED
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AMH/HJD
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TJG
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LJP
AutoCAD SHX Text
2017-282
AutoCAD SHX Text
LIMITS OF WORK C\L STA 640+38.17 B\L STA. 410+36.68
AutoCAD SHX Text
PLAN & PROFILE, C/L STA 556+00 TO C/L STA 584+00
AutoCAD SHX Text
NOTES: 1.ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 TO THE NORTH AMERICAN VERTICAL DATUM 1988 TO THE NORTH AMERICAN VERTICAL DATUM 1988 THE NORTH AMERICAN VERTICAL DATUM 1988 THE NORTH AMERICAN VERTICAL DATUM 1988 NORTH AMERICAN VERTICAL DATUM 1988 NORTH AMERICAN VERTICAL DATUM 1988 AMERICAN VERTICAL DATUM 1988 AMERICAN VERTICAL DATUM 1988 VERTICAL DATUM 1988 VERTICAL DATUM 1988 DATUM 1988 DATUM 1988 1988 1988 2009.55 (NAVD 88 2009.55). ELEVATIONS ARE IN FEET. 2.EMBANKMENT, COMPACTED FILL SHALL BE IN ACCORDANCE EMBANKMENT, COMPACTED FILL SHALL BE IN ACCORDANCE COMPACTED FILL SHALL BE IN ACCORDANCE COMPACTED FILL SHALL BE IN ACCORDANCE FILL SHALL BE IN ACCORDANCE FILL SHALL BE IN ACCORDANCE SHALL BE IN ACCORDANCE SHALL BE IN ACCORDANCE BE IN ACCORDANCE BE IN ACCORDANCE IN ACCORDANCE IN ACCORDANCE ACCORDANCE ACCORDANCE SPECIFICATION SECTION 31 24 00.00 12. 3.ALL WORK SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. ALL WORK SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. 4.CONTRACTOR SHALL RESTORE AREAS OF THE BERM USED AS THE CONTRACTOR SHALL RESTORE AREAS OF THE BERM USED AS THE SHALL RESTORE AREAS OF THE BERM USED AS THE SHALL RESTORE AREAS OF THE BERM USED AS THE RESTORE AREAS OF THE BERM USED AS THE RESTORE AREAS OF THE BERM USED AS THE AREAS OF THE BERM USED AS THE AREAS OF THE BERM USED AS THE OF THE BERM USED AS THE OF THE BERM USED AS THE THE BERM USED AS THE THE BERM USED AS THE BERM USED AS THE BERM USED AS THE USED AS THE USED AS THE AS THE AS THE THE THE HAUL ROUTE TO PRE-CONSTRUCTION CONDITION PRIOR TO COMPLETION. 5.CONTRACTOR SHALL REMOVE STAGING AREA AND RESTORE BERM TO CONTRACTOR SHALL REMOVE STAGING AREA AND RESTORE BERM TO SHALL REMOVE STAGING AREA AND RESTORE BERM TO SHALL REMOVE STAGING AREA AND RESTORE BERM TO REMOVE STAGING AREA AND RESTORE BERM TO REMOVE STAGING AREA AND RESTORE BERM TO STAGING AREA AND RESTORE BERM TO STAGING AREA AND RESTORE BERM TO AREA AND RESTORE BERM TO AREA AND RESTORE BERM TO AND RESTORE BERM TO AND RESTORE BERM TO RESTORE BERM TO RESTORE BERM TO BERM TO BERM TO TO TO PRE-CONSTRUCTION CONDTION, PRIOR TO FINAL ACCEPTANCE.
PROTECTED SIDE
FLOOD SIDE
TYPICAL LEVEE DESIGN SECTION
C/L STA. 501+14.38 TO C/L STA. 640+38.17
X
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EROSION CONTROL SILT FENCE (LOCATION BY X-Y COORDINATES, SEE SECTION 01 57 23.00 12)
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1V ON 4H
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1V ON 4H
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LEVEE C/L
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VARIES (55'-95')
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TIE TO EXIST. GROUND (EL. VARIES) (SEE NOTE 1)
AutoCAD SHX Text
TIE TO EXIST. GROUND (EL. VARIES) (SEE NOTE 1)
AutoCAD SHX Text
WBV SYSTEM B/L
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PERPETUAL FLOOD PROTECTION LEVEE EASEMENT (SEE TABULATIONS SHEET 3)
AutoCAD SHX Text
EXISTING GROUND (EL. VARIES)
AutoCAD SHX Text
EXISTING GROUND (EL. VARIES)
AutoCAD SHX Text
(SEE LEVEE C/L OFFSET DISTANCE FROM THE WBV B/L TABULATIONS ON SHEET-03) N.T.S.
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EMBANKMENT (COMPACTED FILL)
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DESIGN GRADE EL. 15.0'
AutoCAD SHX Text
OFFSET VARIES (0'-16')
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LIMITS OF CONSTRUCTION
AutoCAD SHX Text
PERPETUAL FLOOD PROTECTION LEVEE EASEMENT (SEE TABULATIONS SHEET 3)
AutoCAD SHX Text
EROSION CONTROL SILT FENCE (LOCATION BY X-Y COORDINATES, SEE SECTION 01 57 23.00 12)
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
LIMITS OF CLEARING, FERTILIZING, SEEDING & MULCHING
AutoCAD SHX Text
VARIES (360'-366')
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LIMITS OF CONSTRUCTION
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OPTIONAL SETTLEMENT GAGE LOCATION
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TYPICAL LEVEE DESIGN SECTION
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NO.
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DATE
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REVISION DESCRIPTION
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BY
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DATE
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PROJECT NO.
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SHEET NO.
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OCT 2017
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DESIGNED
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DETAILED
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CHECKED
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AMH/HJD
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TJG
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LJP
AutoCAD SHX Text
2017-282
AutoCAD SHX Text
NOTES: 1.THE EXISTING GROUND AT THE NEW LEVEE TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY THE EXISTING GROUND AT THE NEW LEVEE TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY EXISTING GROUND AT THE NEW LEVEE TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY EXISTING GROUND AT THE NEW LEVEE TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY GROUND AT THE NEW LEVEE TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY GROUND AT THE NEW LEVEE TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY AT THE NEW LEVEE TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY AT THE NEW LEVEE TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY THE NEW LEVEE TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY THE NEW LEVEE TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY NEW LEVEE TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY NEW LEVEE TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY LEVEE TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY LEVEE TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY SHALL BE BACKFILLED/GRADED TO SLOPE AWAY SHALL BE BACKFILLED/GRADED TO SLOPE AWAY BE BACKFILLED/GRADED TO SLOPE AWAY BE BACKFILLED/GRADED TO SLOPE AWAY BACKFILLED/GRADED TO SLOPE AWAY BACKFILLED/GRADED TO SLOPE AWAY TO SLOPE AWAY TO SLOPE AWAY SLOPE AWAY SLOPE AWAY AWAY AWAY FROM NEW EMBANKMENT TO ELIMINATE PONDING. 2.UPON LEAVING THE JOB SITE AND AFTER THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED UPON LEAVING THE JOB SITE AND AFTER THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED LEAVING THE JOB SITE AND AFTER THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED LEAVING THE JOB SITE AND AFTER THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED THE JOB SITE AND AFTER THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED THE JOB SITE AND AFTER THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED JOB SITE AND AFTER THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED JOB SITE AND AFTER THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED SITE AND AFTER THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED SITE AND AFTER THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED AND AFTER THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED AND AFTER THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED AFTER THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED AFTER THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED ROUTE IS NO LONGER IN USE, THE PROTECTED ROUTE IS NO LONGER IN USE, THE PROTECTED IS NO LONGER IN USE, THE PROTECTED IS NO LONGER IN USE, THE PROTECTED NO LONGER IN USE, THE PROTECTED NO LONGER IN USE, THE PROTECTED LONGER IN USE, THE PROTECTED LONGER IN USE, THE PROTECTED IN USE, THE PROTECTED IN USE, THE PROTECTED USE, THE PROTECTED USE, THE PROTECTED THE PROTECTED THE PROTECTED PROTECTED PROTECTED SIDE BERM FOR THE DESIGN SECTION SHALL BE GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS BERM FOR THE DESIGN SECTION SHALL BE GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS BERM FOR THE DESIGN SECTION SHALL BE GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS FOR THE DESIGN SECTION SHALL BE GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS FOR THE DESIGN SECTION SHALL BE GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS THE DESIGN SECTION SHALL BE GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS THE DESIGN SECTION SHALL BE GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS DESIGN SECTION SHALL BE GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS DESIGN SECTION SHALL BE GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS SECTION SHALL BE GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS SECTION SHALL BE GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS SHALL BE GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS SHALL BE GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS BE GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS BE GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS TO SLOPE TO DRAIN TOWARDS TO SLOPE TO DRAIN TOWARDS SLOPE TO DRAIN TOWARDS SLOPE TO DRAIN TOWARDS TO DRAIN TOWARDS TO DRAIN TOWARDS DRAIN TOWARDS DRAIN TOWARDS TOWARDS TOWARDS THE INTERIOR DRAINAGE CANAL PRIOR TO FERTILIZING SEEDING AND MULCHING. 2.EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 ACCORDANCE WITH SPECIFICATION SECTION 31 24 ACCORDANCE WITH SPECIFICATION SECTION 31 24 WITH SPECIFICATION SECTION 31 24 WITH SPECIFICATION SECTION 31 24 SPECIFICATION SECTION 31 24 SPECIFICATION SECTION 31 24 SECTION 31 24 SECTION 31 24 31 24 31 24 24 24 00.00 12. 3.REFER TO PLAN AND PROFILE SHEET FOR LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE REFER TO PLAN AND PROFILE SHEET FOR LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE TO PLAN AND PROFILE SHEET FOR LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE TO PLAN AND PROFILE SHEET FOR LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE PLAN AND PROFILE SHEET FOR LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE PLAN AND PROFILE SHEET FOR LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE AND PROFILE SHEET FOR LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE AND PROFILE SHEET FOR LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE PROFILE SHEET FOR LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE PROFILE SHEET FOR LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE SHEET FOR LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE SHEET FOR LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE FOR LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE FOR LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE OF PERPETUAL FLOOD PROTECTION LEVEE OF PERPETUAL FLOOD PROTECTION LEVEE PERPETUAL FLOOD PROTECTION LEVEE PERPETUAL FLOOD PROTECTION LEVEE FLOOD PROTECTION LEVEE FLOOD PROTECTION LEVEE PROTECTION LEVEE PROTECTION LEVEE LEVEE LEVEE EASEMENT & LIMITS OF CONSTRUCTION. NO WORK SHALL BE PERFORMED BEYOND THE LIMITS OF & LIMITS OF CONSTRUCTION. NO WORK SHALL BE PERFORMED BEYOND THE LIMITS OF & LIMITS OF CONSTRUCTION. NO WORK SHALL BE PERFORMED BEYOND THE LIMITS OF LIMITS OF CONSTRUCTION. NO WORK SHALL BE PERFORMED BEYOND THE LIMITS OF LIMITS OF CONSTRUCTION. NO WORK SHALL BE PERFORMED BEYOND THE LIMITS OF OF CONSTRUCTION. NO WORK SHALL BE PERFORMED BEYOND THE LIMITS OF OF CONSTRUCTION. NO WORK SHALL BE PERFORMED BEYOND THE LIMITS OF CONSTRUCTION. NO WORK SHALL BE PERFORMED BEYOND THE LIMITS OF CONSTRUCTION. NO WORK SHALL BE PERFORMED BEYOND THE LIMITS OF NO WORK SHALL BE PERFORMED BEYOND THE LIMITS OF NO WORK SHALL BE PERFORMED BEYOND THE LIMITS OF WORK SHALL BE PERFORMED BEYOND THE LIMITS OF WORK SHALL BE PERFORMED BEYOND THE LIMITS OF SHALL BE PERFORMED BEYOND THE LIMITS OF SHALL BE PERFORMED BEYOND THE LIMITS OF BE PERFORMED BEYOND THE LIMITS OF BE PERFORMED BEYOND THE LIMITS OF PERFORMED BEYOND THE LIMITS OF PERFORMED BEYOND THE LIMITS OF BEYOND THE LIMITS OF BEYOND THE LIMITS OF THE LIMITS OF THE LIMITS OF LIMITS OF LIMITS OF OF OF CONSTRUCTION. 4.REFER TO SHEET 3 FOR X-Y COORDINATES OF THE PERPETUAL FLOOD PROTECTION LEVEE REFER TO SHEET 3 FOR X-Y COORDINATES OF THE PERPETUAL FLOOD PROTECTION LEVEE TO SHEET 3 FOR X-Y COORDINATES OF THE PERPETUAL FLOOD PROTECTION LEVEE TO SHEET 3 FOR X-Y COORDINATES OF THE PERPETUAL FLOOD PROTECTION LEVEE SHEET 3 FOR X-Y COORDINATES OF THE PERPETUAL FLOOD PROTECTION LEVEE SHEET 3 FOR X-Y COORDINATES OF THE PERPETUAL FLOOD PROTECTION LEVEE 3 FOR X-Y COORDINATES OF THE PERPETUAL FLOOD PROTECTION LEVEE 3 FOR X-Y COORDINATES OF THE PERPETUAL FLOOD PROTECTION LEVEE FOR X-Y COORDINATES OF THE PERPETUAL FLOOD PROTECTION LEVEE FOR X-Y COORDINATES OF THE PERPETUAL FLOOD PROTECTION LEVEE X-Y COORDINATES OF THE PERPETUAL FLOOD PROTECTION LEVEE X-Y COORDINATES OF THE PERPETUAL FLOOD PROTECTION LEVEE COORDINATES OF THE PERPETUAL FLOOD PROTECTION LEVEE COORDINATES OF THE PERPETUAL FLOOD PROTECTION LEVEE OF THE PERPETUAL FLOOD PROTECTION LEVEE OF THE PERPETUAL FLOOD PROTECTION LEVEE THE PERPETUAL FLOOD PROTECTION LEVEE THE PERPETUAL FLOOD PROTECTION LEVEE PERPETUAL FLOOD PROTECTION LEVEE PERPETUAL FLOOD PROTECTION LEVEE FLOOD PROTECTION LEVEE FLOOD PROTECTION LEVEE PROTECTION LEVEE PROTECTION LEVEE LEVEE LEVEE EASEMENT. 5.LIMITS OF CLEARING, FERTILIZING, SEEDING AND MULCHING, AND LIMITS OF CONSTRUCTION SHALL BE LIMITS OF CLEARING, FERTILIZING, SEEDING AND MULCHING, AND LIMITS OF CONSTRUCTION SHALL BE OF CLEARING, FERTILIZING, SEEDING AND MULCHING, AND LIMITS OF CONSTRUCTION SHALL BE OF CLEARING, FERTILIZING, SEEDING AND MULCHING, AND LIMITS OF CONSTRUCTION SHALL BE CLEARING, FERTILIZING, SEEDING AND MULCHING, AND LIMITS OF CONSTRUCTION SHALL BE CLEARING, FERTILIZING, SEEDING AND MULCHING, AND LIMITS OF CONSTRUCTION SHALL BE FERTILIZING, SEEDING AND MULCHING, AND LIMITS OF CONSTRUCTION SHALL BE FERTILIZING, SEEDING AND MULCHING, AND LIMITS OF CONSTRUCTION SHALL BE SEEDING AND MULCHING, AND LIMITS OF CONSTRUCTION SHALL BE SEEDING AND MULCHING, AND LIMITS OF CONSTRUCTION SHALL BE AND MULCHING, AND LIMITS OF CONSTRUCTION SHALL BE AND MULCHING, AND LIMITS OF CONSTRUCTION SHALL BE MULCHING, AND LIMITS OF CONSTRUCTION SHALL BE MULCHING, AND LIMITS OF CONSTRUCTION SHALL BE AND LIMITS OF CONSTRUCTION SHALL BE AND LIMITS OF CONSTRUCTION SHALL BE LIMITS OF CONSTRUCTION SHALL BE LIMITS OF CONSTRUCTION SHALL BE OF CONSTRUCTION SHALL BE OF CONSTRUCTION SHALL BE CONSTRUCTION SHALL BE CONSTRUCTION SHALL BE SHALL BE SHALL BE BE BE WITHIN THE EXISTING MAINTAINED (CLEARED) RIGHT OF WAY. NO WOODY VEGETATION SHALL BE THE EXISTING MAINTAINED (CLEARED) RIGHT OF WAY. NO WOODY VEGETATION SHALL BE THE EXISTING MAINTAINED (CLEARED) RIGHT OF WAY. NO WOODY VEGETATION SHALL BE EXISTING MAINTAINED (CLEARED) RIGHT OF WAY. NO WOODY VEGETATION SHALL BE EXISTING MAINTAINED (CLEARED) RIGHT OF WAY. NO WOODY VEGETATION SHALL BE MAINTAINED (CLEARED) RIGHT OF WAY. NO WOODY VEGETATION SHALL BE MAINTAINED (CLEARED) RIGHT OF WAY. NO WOODY VEGETATION SHALL BE (CLEARED) RIGHT OF WAY. NO WOODY VEGETATION SHALL BE (CLEARED) RIGHT OF WAY. NO WOODY VEGETATION SHALL BE RIGHT OF WAY. NO WOODY VEGETATION SHALL BE RIGHT OF WAY. NO WOODY VEGETATION SHALL BE OF WAY. NO WOODY VEGETATION SHALL BE OF WAY. NO WOODY VEGETATION SHALL BE WAY. NO WOODY VEGETATION SHALL BE WAY. NO WOODY VEGETATION SHALL BE NO WOODY VEGETATION SHALL BE NO WOODY VEGETATION SHALL BE WOODY VEGETATION SHALL BE WOODY VEGETATION SHALL BE VEGETATION SHALL BE VEGETATION SHALL BE SHALL BE SHALL BE BE BE CLEARED & GRUBBED.
050100150200250 50 100 150
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1010
2020
-10 -10
500+97.28
PROTECTED SIDE FLOOD SIDE
CUT/FILL END AREA SQ. FT.
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1010
2020
-10 -10
501+14.38
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1010
2020
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501+66.30
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050100150200250 50 100 150
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1010
2020
-10 -10
505+00.00
PROTECTED SIDE FLOOD SIDE
510+00.00
CUT/FILL END AREA SQ. FT.
CUT/FILL END AREA SQ. FT.
CUT/FILL END AREA SQ. FT.
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DESIGN CROSS SECTIONS
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CUT
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FILL
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MATERIAL
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C/L
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COMPACTED FILL
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4H:1V
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4H:1V
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4H:1V
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4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
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4H:1V
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DESIGN GRADE EL. 13.6
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DESIGN GRADE EL. 15.0
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DESIGN GRADE EL. 15.0
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DESIGN GRADE EL. 15.0
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EXIST. GRADE
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EXIST. GRADE
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EXIST. GRADE
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EXIST. GRADE
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TIE TO EXIST. GROUND EL. VARIES
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TIE TO EXIST. GROUND EL. VARIES
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TIE TO EXIST. GROUND EL. VARIES
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TIE TO EXIST. GROUND EL. VARIES
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63.50
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FILL
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MATERIAL
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COMPACTED FILL
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175.50
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CUT
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FILL
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MATERIAL
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COMPACTED FILL
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169.70
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CUT
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FILL
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MATERIAL
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COMPACTED FILL
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186.05
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0.04
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C/L
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C/L
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C/L
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TIE TO EXIST. GROUND EL. VARIES
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TIE TO EXIST. GROUND EL. VARIES
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TIE TO EXIST. GROUND EL. VARIES
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TIE TO EXIST. GROUND EL. VARIES
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20
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20
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40
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80
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0
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DESIGN CROSS SECTIONS, C/L STA 500+97.28 TO C/L STA 505+00
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NO.
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REVISION DESCRIPTION
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OCT 2017
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DESIGNED
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DETAILED
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CHECKED
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AMH/HJD
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TJG
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LJP
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2017-282
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NOTES: 1.ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 2009.55 ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 2009.55 (NAVD 88 2009.55). ELEVATIONS ARE IN FEET. 2.EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 00.00 12.
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2020
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510+00.00
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1010
2020
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512+69.36
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1010
2020
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515+00.00
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520+00.00
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CUT/FILL END AREA SQ. FT.
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12
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4H:1V
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4H:1V
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4H:1V
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4H:1V
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4H:1V
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4H:1V
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4H:1V
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4H:1V
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DESIGN GRADE EL. 15.0
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DESIGN GRADE EL. 15.0
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DESIGN GRADE EL. 15.0
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EXIST. GRADE
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EXIST. GRADE
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CUT
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205.95
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CUT
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FILL
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MATERIAL
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211.35
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MATERIAL
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195.90
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195.75
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C/L
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C/L
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20
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20
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40
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80
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0
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DESIGNED
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LJP
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2017-282
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DESIGN CROSS SECTIONS, C/L STA 510+00 TO C/L STA 520+00
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NOTES: 1.ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 2009.55 ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 2009.55 (NAVD 88 2009.55). ELEVATIONS ARE IN FEET. 2.EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 00.00 12.
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2020
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525+00.00
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528+92.41
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530+00.00
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533+70.15
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4H:1V
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DESIGN GRADE EL. 15.0
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DESIGN GRADE EL. 15.0
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DESIGN GRADE EL. 15.0
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DESIGN GRADE EL. 15.0
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EXIST. GRADE
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169.90
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CUT
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FILL
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MATERIAL
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COMPACTED FILL
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147.15
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CUT
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MATERIAL
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139.65
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MATERIAL
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COMPACTED FILL
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136.40
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C/L
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C/L
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C/L
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C/L
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4H:1V
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20
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AutoCAD SHX Text
TJG
AutoCAD SHX Text
LJP
AutoCAD SHX Text
2017-282
AutoCAD SHX Text
DESIGN CROSS SECTIONS, C/L STA 525+00 TO C/L STA 533+70.15
AutoCAD SHX Text
NOTES: 1.ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 2009.55 ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 2009.55 (NAVD 88 2009.55). ELEVATIONS ARE IN FEET. 2.EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 00.00 12.
050100150200250 50 100 150
00
1010
2020
-10 -10
535+00.00
PROTECTED SIDE FLOOD SIDE
050100150200250 50 100 150
00
1010
2020
-10 -10
540+00.00
PROTECTED SIDE FLOOD SIDE
050100150200250 50 100 150
00
1010
2020
-10 -10
544+95.84
PROTECTED SIDE FLOOD SIDE
050100150200250 50 100 150
00
1010
2020
-10 -10
545+00.00
PROTECTED SIDE FLOOD SIDE
CUT/FILL END AREA SQ. FT.
CUT/FILL END AREA SQ. FT.
CUT/FILL END AREA SQ. FT.
CUT/FILL END AREA SQ. FT.
14
DESIGN CROSS SECTIONS
WB
V 18.2 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
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A
70
00
1
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
CUT
AutoCAD SHX Text
FILL
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
COMPACTED FILL
AutoCAD SHX Text
131.65
AutoCAD SHX Text
CUT
AutoCAD SHX Text
FILL
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
COMPACTED FILL
AutoCAD SHX Text
133.75
AutoCAD SHX Text
CUT
AutoCAD SHX Text
FILL
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
COMPACTED FILL
AutoCAD SHX Text
124.25
AutoCAD SHX Text
CUT
AutoCAD SHX Text
FILL
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
COMPACTED FILL
AutoCAD SHX Text
119.25
AutoCAD SHX Text
C/L
AutoCAD SHX Text
C/L
AutoCAD SHX Text
C/L
AutoCAD SHX Text
C/L
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
20
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
80
AutoCAD SHX Text
0
AutoCAD SHX Text
HORIZONTAL & VERTICAL SCALE: 1"=20'
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION DESCRIPTION
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
OCT 2017
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DETAILED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
AMH/HJD
AutoCAD SHX Text
TJG
AutoCAD SHX Text
LJP
AutoCAD SHX Text
2017-282
AutoCAD SHX Text
DESIGN CROSS SECTIONS, C/L STA 535+00 TO C/L STA 545+00
AutoCAD SHX Text
NOTES: 1.ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 2009.55 ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 2009.55 (NAVD 88 2009.55). ELEVATIONS ARE IN FEET. 2.EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 00.00 12.
050100150200250 50 100 150
00
1010
2020
-10 -10
550+00.00
PROTECTED SIDE FLOOD SIDE
050100150200250 50 100 150
00
1010
2020
-10 -10
555+00.00
PROTECTED SIDE FLOOD SIDE
050100150200250 50 100 150
00
1010
2020
-10 -10
556+84.27
PROTECTED SIDE FLOOD SIDE
050100150200250 50 100 150
00
1010
2020
-10 -10
560+00.00
PROTECTED SIDE FLOOD SIDE
CUT/FILL END AREA SQ. FT.
CUT/FILL END AREA SQ. FT.
CUT/FILL END AREA SQ. FT.
CUT/FILL END AREA SQ. FT.
15
DESIGN CROSS SECTIONS
WB
V 18.2 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
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
CUT
AutoCAD SHX Text
FILL
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
COMPACTED FILL
AutoCAD SHX Text
100.80
AutoCAD SHX Text
CUT
AutoCAD SHX Text
FILL
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
COMPACTED FILL
AutoCAD SHX Text
128.60
AutoCAD SHX Text
CUT
AutoCAD SHX Text
FILL
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
COMPACTED FILL
AutoCAD SHX Text
128.65
AutoCAD SHX Text
CUT
AutoCAD SHX Text
FILL
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
COMPACTED FILL
AutoCAD SHX Text
98.45
AutoCAD SHX Text
C/L
AutoCAD SHX Text
C/L
AutoCAD SHX Text
C/L
AutoCAD SHX Text
C/L
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
20
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
80
AutoCAD SHX Text
0
AutoCAD SHX Text
HORIZONTAL & VERTICAL SCALE: 1"=20'
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION DESCRIPTION
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
OCT 2017
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DETAILED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
AMH/HJD
AutoCAD SHX Text
TJG
AutoCAD SHX Text
LJP
AutoCAD SHX Text
2017-282
AutoCAD SHX Text
DESIGN CROSS SECTIONS, C/L STA 550+00 TO C/L STA 560+00
AutoCAD SHX Text
NOTES: 1.ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 2009.55 ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 2009.55 (NAVD 88 2009.55). ELEVATIONS ARE IN FEET. 2.EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 00.00 12.
050100150200250 50 100 150
00
1010
2020
-10 -10
565+00.00
PROTECTED SIDE FLOOD SIDE
050100150200250 50 100 150
00
1010
2020
-10 -10
570+00.00
PROTECTED SIDE FLOOD SIDE
050100150200250 50 100 150
00
1010
2020
-10 -10
574+76.76
PROTECTED SIDE FLOOD SIDE
CUT/FILL END AREA SQ. FT.
CUT/FILL END AREA SQ. FT.
CUT/FILL END AREA SQ. FT.
050100150200250 50 100 150
00
1010
2020
-10 -10
575+00.00
PROTECTED SIDE FLOOD SIDE
CUT/FILL END AREA SQ. FT.
16
DESIGN CROSS SECTIONS
WB
V 18.2 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
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
CUT
AutoCAD SHX Text
FILL
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
COMPACTED FILL
AutoCAD SHX Text
117.30
AutoCAD SHX Text
CUT
AutoCAD SHX Text
FILL
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
COMPACTED FILL
AutoCAD SHX Text
161.40
AutoCAD SHX Text
CUT
AutoCAD SHX Text
FILL
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
COMPACTED FILL
AutoCAD SHX Text
195.97
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
CUT
AutoCAD SHX Text
FILL
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
COMPACTED FILL
AutoCAD SHX Text
197.50
AutoCAD SHX Text
C/L
AutoCAD SHX Text
C/L
AutoCAD SHX Text
C/L
AutoCAD SHX Text
C/L
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
20
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
80
AutoCAD SHX Text
0
AutoCAD SHX Text
HORIZONTAL & VERTICAL SCALE: 1"=20'
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION DESCRIPTION
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
OCT 2017
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DETAILED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
AMH/HJD
AutoCAD SHX Text
TJG
AutoCAD SHX Text
LJP
AutoCAD SHX Text
2017-282
AutoCAD SHX Text
DESIGN CROSS SECTIONS, C/L STA 565+00 TO C/L STA 575+00
AutoCAD SHX Text
NOTES: 1.ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 2009.55 ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 2009.55 (NAVD 88 2009.55). ELEVATIONS ARE IN FEET. 2.EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 00.00 12.
050100150200250 50 100 150
00
1010
2020
-10 -10
580+00.00
PROTECTED SIDE FLOOD SIDE
050100150200250 50 100 150
00
1010
2020
-10 -10
585+00.00
PROTECTED SIDE FLOOD SIDE
050100150200250 50 100 150
00
1010
2020
-10 -10
587+55.38
PROTECTED SIDE FLOOD SIDE
050100150200250 50 100 150
00
1010
2020
-10 -10
590+00.00
PROTECTED SIDE FLOOD SIDE
CUT/FILL END AREA SQ. FT.
CUT/FILL END AREA SQ. FT.
CUT/FILL END AREA SQ. FT.
CUT/FILL END AREA SQ. FT.
17
DESIGN CROSS SECTIONS
WB
V 18.2 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
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
CUT
AutoCAD SHX Text
FILL
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
COMPACTED FILL
AutoCAD SHX Text
196.20
AutoCAD SHX Text
CUT
AutoCAD SHX Text
FILL
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
COMPACTED FILL
AutoCAD SHX Text
198.75
AutoCAD SHX Text
CUT
AutoCAD SHX Text
FILL
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
COMPACTED FILL
AutoCAD SHX Text
194.80
AutoCAD SHX Text
CUT
AutoCAD SHX Text
FILL
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
COMPACTED FILL
AutoCAD SHX Text
173.85
AutoCAD SHX Text
C/L
AutoCAD SHX Text
C/L
AutoCAD SHX Text
C/L
AutoCAD SHX Text
C/L
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
20
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
80
AutoCAD SHX Text
0
AutoCAD SHX Text
HORIZONTAL & VERTICAL SCALE: 1"=20'
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION DESCRIPTION
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
OCT 2017
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DETAILED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
AMH/HJD
AutoCAD SHX Text
TJG
AutoCAD SHX Text
LJP
AutoCAD SHX Text
2017-282
AutoCAD SHX Text
DESIGN CROSS SECTIONS, C/L STA 580+00 TO C/L STA 590+00
AutoCAD SHX Text
NOTES: 1.ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 2009.55 ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 2009.55 (NAVD 88 2009.55). ELEVATIONS ARE IN FEET. 2.EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 00.00 12.
050100150200250 50 100 150
00
1010
2020
-10 -10
595+00.00
PROTECTED SIDE FLOOD SIDE
050100150200250 50 100 150
00
1010
2020
-10 -10
595+74.21
PROTECTED SIDE FLOOD SIDE
050100150200250 50 100 150
00
1010
2020
-10 -10
599+94.42
PROTECTED SIDE FLOOD SIDE
050100150200250 50 100 150
00
1010
2020
-10 -10
600+00.00
PROTECTED SIDE FLOOD SIDE
CUT/FILL END AREA SQ. FT.
CUT/FILL END AREA SQ. FT.
CUT/FILL END AREA SQ. FT.
CUT/FILL END AREA SQ. FT.
18
DESIGN CROSS SECTIONS
WB
V 18.2 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
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
CUT
AutoCAD SHX Text
FILL
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
COMPACTED FILL
AutoCAD SHX Text
152.15
AutoCAD SHX Text
CUT
AutoCAD SHX Text
FILL
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
COMPACTED FILL
AutoCAD SHX Text
153.80
AutoCAD SHX Text
CUT
AutoCAD SHX Text
FILL
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
COMPACTED FILL
AutoCAD SHX Text
143.70
AutoCAD SHX Text
CUT
AutoCAD SHX Text
FILL
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
COMPACTED FILL
AutoCAD SHX Text
143.15
AutoCAD SHX Text
C/L
AutoCAD SHX Text
C/L
AutoCAD SHX Text
C/L
AutoCAD SHX Text
C/L
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
20
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
80
AutoCAD SHX Text
0
AutoCAD SHX Text
HORIZONTAL & VERTICAL SCALE: 1"=20'
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION DESCRIPTION
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
OCT 2017
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DETAILED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
AMH/HJD
AutoCAD SHX Text
TJG
AutoCAD SHX Text
LJP
AutoCAD SHX Text
2017-282
AutoCAD SHX Text
DESIGN CROSS SECTIONS, C/L STA 595+00 TO C/L STA 600+00
AutoCAD SHX Text
NOTES: 1.ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 2009.55 ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 2009.55 (NAVD 88 2009.55). ELEVATIONS ARE IN FEET. 2.EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 00.00 12.
050100150200250 50 100 150
00
1010
2020
-10 -10
603+63.96
PROTECTED SIDE FLOOD SIDE
050100150200250 50 100 150
00
1010
2020
-10 -10
604+15.88
PROTECTED SIDE FLOOD SIDE
050100150200250 50 100 150
00
1010
2020
-10 -10
605+00.00
PROTECTED SIDE FLOOD SIDE
050100150200250 50 100 150
00
1010
2020
-10 -10
610+00.00
PROTECTED SIDE FLOOD SIDE
CUT/FILL END AREA SQ. FT.
CUT/FILL END AREA SQ. FT.
CUT/FILL END AREA SQ. FT.
CUT/FILL END AREA SQ. FT.
19
DESIGN CROSS SECTIONS
WB
V 18.2 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
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1
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
CUT
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FILL
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MATERIAL
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COMPACTED FILL
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140.00
AutoCAD SHX Text
CUT
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FILL
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MATERIAL
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COMPACTED FILL
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110.38
AutoCAD SHX Text
CUT
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FILL
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MATERIAL
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COMPACTED FILL
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106.60
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CUT
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FILL
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MATERIAL
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COMPACTED FILL
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139.10
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C/L
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C/L
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C/L
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C/L
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4H:1V
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
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TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
20
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
80
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0
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HORIZONTAL & VERTICAL SCALE: 1"=20'
AutoCAD SHX Text
NO.
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DATE
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REVISION DESCRIPTION
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BY
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DATE
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PROJECT NO.
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SHEET NO.
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OCT 2017
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DESIGNED
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DETAILED
AutoCAD SHX Text
CHECKED
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AMH/HJD
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TJG
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LJP
AutoCAD SHX Text
2017-282
AutoCAD SHX Text
DESIGN CROSS SECTIONS, C/L STA 603+63.96 TO C/L STA 610+00
AutoCAD SHX Text
NOTES: 1.ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 2009.55 ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 2009.55 (NAVD 88 2009.55). ELEVATIONS ARE IN FEET. 2.EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 00.00 12.
050100150200250 50 100 150
00
1010
2020
-10 -10
610+23.17
PROTECTED SIDE FLOOD SIDE
050100150200250 50 100 150
00
1010
2020
-10 -10
615+00.00
PROTECTED SIDE FLOOD SIDE
050100150200250 50 100 150
00
1010
2020
-10 -10
615+83.03
PROTECTED SIDE FLOOD SIDE
050100150200250 50 100 150
00
1010
2020
-10 -10
618+47.23
PROTECTED SIDE FLOOD SIDE
CUT/FILL END AREA SQ. FT.
CUT/FILL END AREA SQ. FT.
CUT/FILL END AREA SQ. FT.
CUT/FILL END AREA SQ. FT.
20
DESIGN CROSS SECTIONS
WB
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AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
CUT
AutoCAD SHX Text
FILL
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MATERIAL
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COMPACTED FILL
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140.05
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CUT
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FILL
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MATERIAL
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COMPACTED FILL
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139.65
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CUT
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FILL
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MATERIAL
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COMPACTED FILL
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143.90
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CUT
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FILL
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MATERIAL
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COMPACTED FILL
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169.30
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C/L
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C/L
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C/L
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C/L
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TIE TO EXIST. GROUND EL. VARIES
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TIE TO EXIST. GROUND EL. VARIES
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TIE TO EXIST. GROUND EL. VARIES
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TIE TO EXIST. GROUND EL. VARIES
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TIE TO EXIST. GROUND EL. VARIES
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TIE TO EXIST. GROUND EL. VARIES
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TIE TO EXIST. GROUND EL. VARIES
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TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
20
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20
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40
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80
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0
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HORIZONTAL & VERTICAL SCALE: 1"=20'
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NO.
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DATE
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REVISION DESCRIPTION
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BY
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DATE
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PROJECT NO.
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SHEET NO.
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OCT 2017
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DESIGNED
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DETAILED
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CHECKED
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AMH/HJD
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TJG
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LJP
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2017-282
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DESIGN CROSS SECTIONS, C/L STA 610+23.17 TO C/L STA 618+47.23
AutoCAD SHX Text
NOTES: 1.ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 2009.55 ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 2009.55 (NAVD 88 2009.55). ELEVATIONS ARE IN FEET. 2.EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 00.00 12.
050100150200250 50 100 150
00
1010
2020
-10 -10
620+00.00
PROTECTED SIDE FLOOD SIDE
050100150200250 50 100 150
00
1010
2020
-10 -10
625+00.00
PROTECTED SIDE FLOOD SIDE
050100150200250 50 100 150
00
1010
2020
-10 -10
625+50.29
PROTECTED SIDE FLOOD SIDE
050100150200250 50 100 150
00
1010
2020
-10 -10
628+99.68
PROTECTED SIDE FLOOD SIDE
CUT/FILL END AREA SQ. FT.
CUT/FILL END AREA SQ. FT.
CUT/FILL END AREA SQ. FT.
CUT/FILL END AREA SQ. FT.
21
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WB
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4H:1V
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4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
CUT
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FILL
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MATERIAL
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COMPACTED FILL
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146.80
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CUT
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FILL
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MATERIAL
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COMPACTED FILL
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181.20
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CUT
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FILL
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MATERIAL
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COMPACTED FILL
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187.10
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CUT
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FILL
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MATERIAL
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COMPACTED FILL
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205.91
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C/L
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C/L
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C/L
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C/L
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TIE TO EXIST. GROUND EL. VARIES
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TIE TO EXIST. GROUND EL. VARIES
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TIE TO EXIST. GROUND EL. VARIES
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TIE TO EXIST. GROUND EL. VARIES
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TIE TO EXIST. GROUND EL. VARIES
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TIE TO EXIST. GROUND EL. VARIES
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TIE TO EXIST. GROUND EL. VARIES
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TIE TO EXIST. GROUND EL. VARIES
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20
AutoCAD SHX Text
20
AutoCAD SHX Text
40
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80
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0
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HORIZONTAL & VERTICAL SCALE: 1"=20'
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NO.
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DATE
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REVISION DESCRIPTION
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BY
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DATE
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PROJECT NO.
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SHEET NO.
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OCT 2017
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DESIGNED
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DETAILED
AutoCAD SHX Text
CHECKED
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AMH/HJD
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TJG
AutoCAD SHX Text
LJP
AutoCAD SHX Text
2017-282
AutoCAD SHX Text
DESIGN CROSS SECTIONS, C/L STA 620+00 TO C/L STA 628+99.68
AutoCAD SHX Text
NOTES: 1.ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 2009.55 ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 2009.55 (NAVD 88 2009.55). ELEVATIONS ARE IN FEET. 2.EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 00.00 12.
050100150200250 50 100 150
00
1010
2020
-10 -10
630+00.00
PROTECTED SIDE FLOOD SIDE
050100150200250 50 100 150
00
1010
2020
-10 -10
631+96.08
PROTECTED SIDE FLOOD SIDE
050100150200250 50 100 150
00
1010
2020
-10 -10
635+00.00
PROTECTED SIDE FLOOD SIDE
050100150200250 50 100 150
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1010
2020
-10 -10
637+11.47
PROTECTED SIDE FLOOD SIDE
CUT/FILL END AREA SQ. FT.
CUT/FILL END AREA SQ. FT.
CUT/FILL END AREA SQ. FT.
CUT/FILL END AREA SQ. FT.
22
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4H:1V
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4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
CUT
AutoCAD SHX Text
FILL
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
COMPACTED FILL
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212.25
AutoCAD SHX Text
CUT
AutoCAD SHX Text
FILL
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
COMPACTED FILL
AutoCAD SHX Text
217.95
AutoCAD SHX Text
CUT
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FILL
AutoCAD SHX Text
MATERIAL
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COMPACTED FILL
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212.25
AutoCAD SHX Text
CUT
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FILL
AutoCAD SHX Text
MATERIAL
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COMPACTED FILL
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207.75
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C/L
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C/L
AutoCAD SHX Text
C/L
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C/L
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
20
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
80
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0
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HORIZONTAL & VERTICAL SCALE: 1"=20'
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
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REVISION DESCRIPTION
AutoCAD SHX Text
BY
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DATE
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PROJECT NO.
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SHEET NO.
AutoCAD SHX Text
OCT 2017
AutoCAD SHX Text
DESIGNED
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DETAILED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
AMH/HJD
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TJG
AutoCAD SHX Text
LJP
AutoCAD SHX Text
2017-282
AutoCAD SHX Text
DESIGN CROSS SECTIONS, C/L STA 630+00 TO C/L STA 637+11.47
AutoCAD SHX Text
NOTES: 1.ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 2009.55 ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 2009.55 (NAVD 88 2009.55). ELEVATIONS ARE IN FEET. 2.EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 00.00 12.
050100150200250 50 100 150
00
1010
2020
-10 -10
640+00.00
PROTECTED SIDE FLOOD SIDE
050100150200250 50 100 150
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1010
2020
-10 -10
640+38.17
PROTECTED SIDE FLOOD SIDE
CUT/FILL END AREA SQ. FT.
CUT/FILL END AREA SQ. FT.
23
DESIGN CROSS SECTIONS
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4H:1V
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4H:1V
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4H:1V
AutoCAD SHX Text
4H:1V
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
DESIGN GRADE EL. 15.0
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text
CUT
AutoCAD SHX Text
FILL
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
COMPACTED FILL
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81.75
AutoCAD SHX Text
CUT
AutoCAD SHX Text
FILL
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
COMPACTED FILL
AutoCAD SHX Text
69.23
AutoCAD SHX Text
C/L
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C/L
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
TIE TO EXIST. GROUND EL. VARIES
AutoCAD SHX Text
20
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
80
AutoCAD SHX Text
0
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HORIZONTAL & VERTICAL SCALE: 1"=20'
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
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REVISION DESCRIPTION
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BY
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DATE
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
OCT 2017
AutoCAD SHX Text
DESIGNED
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DETAILED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
AMH/HJD
AutoCAD SHX Text
TJG
AutoCAD SHX Text
LJP
AutoCAD SHX Text
2017-282
AutoCAD SHX Text
DESIGN CROSS SECTIONS, C/L STA 640+00 TO C/L STA 640+38.17
AutoCAD SHX Text
NOTES: 1.ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 2009.55 ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 2009.55 (NAVD 88 2009.55). ELEVATIONS ARE IN FEET. 2.EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 00.00 12.
6:1 6:1
TEMPORARY TRUCK WASH DOWN RACK
PLAN VIEW
(ACCESS/HAUL ROAD)
PROFILE
EROSION CONTROL SILT FENCE
SECTION
CONSTRUCTION STAGING AREA
24
WB
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4'
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4'
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4'
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N.T.S
AutoCAD SHX Text
N.T.S
AutoCAD SHX Text
N.T.S
AutoCAD SHX Text
NOTES: 1.SLOPE TIMBER MATTING TO DRAIN TOWARDS CANAL. SLOPE TIMBER MATTING TO DRAIN TOWARDS CANAL. 2.DISPOSE OF MUD AS DIRECTED BY THE AUTHORIZED REPRESENTATIVE. DISPOSE OF MUD AS DIRECTED BY THE AUTHORIZED REPRESENTATIVE. 3.REMOVE TIMBER MATTING AFTER WORK COMPLETION. REMOVE TIMBER MATTING AFTER WORK COMPLETION. 4.SEE SHEET 4 FOR LOCATION ON PROJECT SITE.SEE SHEET 4 FOR LOCATION ON PROJECT SITE.
AutoCAD SHX Text
CONTRACTOR TO PROVIDE RAMP (CRUSHED STONE) FOR INGRESS AND EGRESS TO TRUCK WASH DOWN RACK (TYP.)
AutoCAD SHX Text
TOP OF TRUCK WASH DOWN RACK NEW TIMBER MATTING (1' X 1' X 20') BOLTED IN 4' PANEL MATS
AutoCAD SHX Text
BASE OF TRUCK WASH DOWN RACK NEW TIMBER MATTING (1' X 1' X 12') BOLTED IN 4' PANEL MATS
AutoCAD SHX Text
TOP OF TRUCK WASH DOWN RACK NEW TIMBER MATTING (1' X 1' X 20') BOLTED IN 4' PANEL MATS
AutoCAD SHX Text
BASE OF TRUCK WASH DOWN RACK NEW TIMBER MATTING (1' X 1' X 12') BOLTED IN 4' PANEL MATS
AutoCAD SHX Text
8" TO 10"
AutoCAD SHX Text
8" TO 10"
AutoCAD SHX Text
8" TO 10"
AutoCAD SHX Text
SLOPE TO DRAIN
AutoCAD SHX Text
N.T.S
AutoCAD SHX Text
N.T.S
AutoCAD SHX Text
ROUNDED WOOD POSTS 7' LONG X 3 " DIA. 12" DIA. OR STEEL T-POSTS
AutoCAD SHX Text
SILT FENCE (EMBED IN TRENCH)
AutoCAD SHX Text
6" DEEP X 4" WIDE TRENCH
AutoCAD SHX Text
36" SILT FENCE FABRIC EMBEDDED 6" BELOW GROUND
AutoCAD SHX Text
N.T.S
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SLOPE TO DRAIN
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SLOPE TO DRAIN
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SLOPE TO DRAIN
AutoCAD SHX Text
SLOPE TO DRAIN
AutoCAD SHX Text
CRUSHED STONE
AutoCAD SHX Text
SEPARATOR GEOTEXTILE FABRIC
AutoCAD SHX Text
EXIST. GROUND
AutoCAD SHX Text
NOTES: 1.CONSTRUCTION STAGING AREA TO BE REMOVED AND THE BERM CONSTRUCTION STAGING AREA TO BE REMOVED AND THE BERM SHALL BE RESTORED TO THE PRE-CONSTRUCTION CONDITION BEFORE CONTRACTOR IS SUBSTANTIALLY COMPLETE. 2.THE CONSTRUCTION STAGING AREA CRUSHED STONE THICKNESS THE CONSTRUCTION STAGING AREA CRUSHED STONE THICKNESS SHALL NOT EXCEED 12". QUANTITIES IN EXCESS OF 12" THICK SHALL BE INSTALLED AT THE CONTRACTORS EXPENSE. 3.SEE SHEET 4 FOR LIMITS OF STAGING AREA.SEE SHEET 4 FOR LIMITS OF STAGING AREA.
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MISCELLANEOUS DETAILS
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NO.
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DATE
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REVISION DESCRIPTION
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BY
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DATE
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PROJECT NO.
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SHEET NO.
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OCT 2017
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DESIGNED
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DETAILED
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CHECKED
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AMH/HJD
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TJG
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LJP
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2017-282
SETTLEMENT GAGE DETAIL
SETTLEMENT GAGE
LOCATIONS
GAGE
NO.
C/L
STATION
C/L
OFFSET
LAMBERT X LAMBERT Y
GAGE
NO.
C/L
STATION
LAMBERT X
LAMBERT Y
C/L
OFFSET
SETTLEMENT GAGE
LOCATIONS
GAGE
NO.
C/L
STATION
C/L
OFFSET
LAMBERT X LAMBERT Y
SETTLEMENT GAGE
LOCATIONS
GAGE
NO.
C/L
STATION
C/L
OFFSET
LAMBERT X LAMBERT Y
SETTLEMENT GAGE
LOCATIONS
GAGE
NO.
C/L
STATION
C/L
OFFSET
LAMBERT X LAMBERT Y
SETTLEMENT GAGE
LOCATIONS
25
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N.T.S
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PLATE 4' x 4' x "14"
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OR 2' x 2' x "18"
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C/L
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STEEL PLATE 4' x 4' x "14"
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OR 2' x 2' x "18"
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NOTES: 1.SHOULD THE CONTRACTOR DESIRE PAYMENT FOR PLACING ADDITIONAL FILL DUE TO FOUNDATION SHOULD THE CONTRACTOR DESIRE PAYMENT FOR PLACING ADDITIONAL FILL DUE TO FOUNDATION SETTLEMENT DURING CONSTRUCTION, IT SHALL FURNISH AND INSTALL SETTLEMENT GAGES FOR DETERMINATION OF SUCH SETTLEMENT. 2.PRIOR TO PLACING FILL MATERIAL, EACH GAGE SHALL BE INSTALLED ON THE PREPARED FOUNDATION OF PRIOR TO PLACING FILL MATERIAL, EACH GAGE SHALL BE INSTALLED ON THE PREPARED FOUNDATION OF THE LOCATION SHOWN ON THE APPLICABLE TYPICAL CROSS SECTION AT INTERVALS NOT TO EXCEED 100 FEET, AND SHALL BE MAINTAINED DURING CONSTRUCTION. SETTLEMENT GAGES AT EACH END OF THE WORK SHALL BE PLACED WITHIN 150 FEET OF THE UPPER AND LOWER LIMITS OF THE WORK. 3.THE SETTLEMENT MEASUREMENT RANGE FOR EACH SETTLEMENT GAGE SHALL BE FOR A DISTANCE OF 50' IN THE SETTLEMENT MEASUREMENT RANGE FOR EACH SETTLEMENT GAGE SHALL BE FOR A DISTANCE OF 50' IN EACH DIRECTION FROM EACH SETTLEMENT GAGE MEASURED ALONG THE CENTERLINE OF THE LEVEE SECTION.
MAKE SMOOTH 1V ON 10H TRANSITION TO TIE INTO EXIST.
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EXISTING SHEET PILE
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EXIST. T-WALL
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TIE IN TO EXISTING SLOPE PAVING C/L STA. 640+38.17 (+/-)
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4:1
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4:1
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LEVEE CENTERLINE ALIGNMENT
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LEVEE CROWN, EL. 15.0
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C/L STA. 640+38.17
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10:1
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10:1
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10:1
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MAKE SMOOTH 1V ON 10H TRANSITION TO TIE INTO EXIST.
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10:1
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EXISTING SHEET PILE
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SLOPE PAVING TIE-IN DETAILS
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NO.
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DATE
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REVISION DESCRIPTION
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BY
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DATE
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PROJECT NO.
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SHEET NO.
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OCT 2017
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DESIGNED
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DETAILED
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CHECKED
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AMH/HJD
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TJG
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LJP
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2017-282
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NOTES: 1.ELEVATIONS ARE IN FEET AND REFER TO NAVD88 (2009.55) ELEVATIONS ARE IN FEET AND REFER TO NAVD88 (2009.55) 2.ALL EXISTING SLOPE PAVING ELEVATIONS TO BE VERIFIED IN FIELD BY ALL EXISTING SLOPE PAVING ELEVATIONS TO BE VERIFIED IN FIELD BY EXISTING SLOPE PAVING ELEVATIONS TO BE VERIFIED IN FIELD BY EXISTING SLOPE PAVING ELEVATIONS TO BE VERIFIED IN FIELD BY SLOPE PAVING ELEVATIONS TO BE VERIFIED IN FIELD BY SLOPE PAVING ELEVATIONS TO BE VERIFIED IN FIELD BY PAVING ELEVATIONS TO BE VERIFIED IN FIELD BY PAVING ELEVATIONS TO BE VERIFIED IN FIELD BY ELEVATIONS TO BE VERIFIED IN FIELD BY ELEVATIONS TO BE VERIFIED IN FIELD BY TO BE VERIFIED IN FIELD BY TO BE VERIFIED IN FIELD BY BE VERIFIED IN FIELD BY BE VERIFIED IN FIELD BY VERIFIED IN FIELD BY VERIFIED IN FIELD BY IN FIELD BY IN FIELD BY FIELD BY FIELD BY BY BY CONTRACTOR. 3.EXISTING SLOPE PAVING LOCATIONS ARE APPROXIMATE AND SHOULD BE EXISTING SLOPE PAVING LOCATIONS ARE APPROXIMATE AND SHOULD BE SLOPE PAVING LOCATIONS ARE APPROXIMATE AND SHOULD BE SLOPE PAVING LOCATIONS ARE APPROXIMATE AND SHOULD BE PAVING LOCATIONS ARE APPROXIMATE AND SHOULD BE PAVING LOCATIONS ARE APPROXIMATE AND SHOULD BE LOCATIONS ARE APPROXIMATE AND SHOULD BE LOCATIONS ARE APPROXIMATE AND SHOULD BE ARE APPROXIMATE AND SHOULD BE ARE APPROXIMATE AND SHOULD BE APPROXIMATE AND SHOULD BE APPROXIMATE AND SHOULD BE AND SHOULD BE AND SHOULD BE SHOULD BE SHOULD BE BE BE FIELD VERIFIED BY THE CONTRACTOR. 4.CONTRACTOR TO MAKE A SMOOTH 1V ON 10H TRANSITION TO MATCH THE CONTRACTOR TO MAKE A SMOOTH 1V ON 10H TRANSITION TO MATCH THE TO MAKE A SMOOTH 1V ON 10H TRANSITION TO MATCH THE TO MAKE A SMOOTH 1V ON 10H TRANSITION TO MATCH THE MAKE A SMOOTH 1V ON 10H TRANSITION TO MATCH THE MAKE A SMOOTH 1V ON 10H TRANSITION TO MATCH THE A SMOOTH 1V ON 10H TRANSITION TO MATCH THE A SMOOTH 1V ON 10H TRANSITION TO MATCH THE SMOOTH 1V ON 10H TRANSITION TO MATCH THE SMOOTH 1V ON 10H TRANSITION TO MATCH THE 1V ON 10H TRANSITION TO MATCH THE 1V ON 10H TRANSITION TO MATCH THE ON 10H TRANSITION TO MATCH THE ON 10H TRANSITION TO MATCH THE 10H TRANSITION TO MATCH THE 10H TRANSITION TO MATCH THE TRANSITION TO MATCH THE TRANSITION TO MATCH THE TO MATCH THE TO MATCH THE MATCH THE MATCH THE THE THE EXISTING CONCRETE SLOPE PAVING.