WSLP_114_Signed Submittal Drawings-1 of 4.pdf
PDF 48 MB Posted
- Attached to
- West Shore Lake Pontchartrain WSLP 114
- Solicitation number
- W912P825B0024
About this file
This file contains engineering drawings and specifications for the West Shore Lake Pontchartrain (WSLP-114) project in St. John the Baptist Parish, Louisiana. The drawings show site plans, boring logs, CPT logs, and construction details for the Reserve Relief Canal and I-55 Canal areas. Key elements include pump stations, drainage structures, floodwalls, stop logs, wingwalls, sheet piling, and associated infrastructure. The drawings indicate existing utilities including an abandoned CSX 6" gas pipeline and a relocated Shell 4" ethylene pipeline.
The drawings are part of solicitation W912P825B0024 issued by the US Army Corps of Engineers New Orleans District, with an estimated construction value between $250M-$500M. The work involves construction of pump stations, drainage structures, braced floodwalls (including underneath elevated highway), installation of piling and drainage systems, concrete work, metal fabrication, electrical systems, plumbing, and cybersecurity controls. Questions are due by March 26, 2025 at 2:00 PM CST. The project location spans sections in Township 11S, Range 6E and Range 7E, with specific work zones shown between stations 408+00 to 429+00 for the Reserve Relief Canal and stations 758+00 to 772+00 for the I-55 Canal area.
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ABBREVIATIONS
COVERCOV
CORRIDORCORR
CONTRACTORCONTR
CONTINUE CONT
CONSTRUCTIONCONSTR
CONNECTCONN
CONCRETECONC
COMPARTMENTCOMPT
COMBUSTIONCOMB
COMMONCOM
COLUMNCOL
CARBON DIOXIDECO2
CLEANOUTCO
COUNTERCNTR
CORNERCNR
CONDUCTIVE NEOPRENE LATEXCNL
CONDUITCND
CONCRETE MASONRY UNITCMU
COMPOSITECMPST
CORRUGATED METAL PIPECMP
CENTIMETER(S)cm
CLEAR WIRED GLASSCLWG
CLEAR(ANCE)CLR
CLOSURECLOS
CLOSETCLO
CONTRACT LIMIT LINECLL
CLEAR GLASSCLGL
CEILING HEIGHTCLG HT
CEILINGCLG
CENTER LINECL
CIRCUIT BREAKERCKT BRKR
CIRCUITCKT
CONSTRUCTION JOINTCJ
CONTROL JOINTCJ
CIRCULARCIRC
CAST-IN-PLACECIP
CURB INLETCI
CAST IRONCI
CHROME PLATEDCHR PL
CHECKCHK
CHIMNEYCHIM
CHAMFERCHFR
CHALKBOARDCH BD
CORNER GUARDCG
CUBIC FEET PER MINUTECFM
COUNTERFLASHINGCFLG
CONDUCTIVE FLOORINGCFI
CERAMICCER
CEMENT PLASTERCEM PLAS
CEMENTCEM
COVER ELEVATIONCE
CLOSED CIRCUIT TELEVISIONCCTV
CUBICLE CURTAIN TRACKCCT
CLEAR COVERCC
CATCH BASINCB
CAPACITYCAP
CABINETCAB
CENTERC
BOTH WAYSBW
BUILT-UP ROOFINGBUR
BETWEENBTWN
BTU PER HOURBtuH
BRITISH THERMAL UNITBtu
BASEMENTBSMT
BOTH SIDESBS
BRONZEBRZ
BRACKETBRKT
BRICKBRK
BEARING PLATEBRG PL
BEARINGBRG
BRIDGINGBRDG
BRACINGBRCG
BEGIN PROJECTBP
BACK PLASTER(ED)BP
BOTTOMBOT
BOTTOM OF CONCRETEBOC
BOTTOM OFBO
BEST MANAGEMENT PRACTICEBMP
BENCHMARKBM
BELOWBLW
BUILDINGBLDG
BASELINEB/L
BOTTOM LAYERBL
BUILDING LINEBL
BED JOINTBJT
BITUMINOUSBITUM
BOTTOM FACEBF
BEVELBEV
BRICK EXPANSION JOINTBEJ
BOUNDARYBDRY
BOARDBD
BOOKCASEBC
BULLETIN BOARDBB
AZIMUTHAZ
ACOUSTICAL WALL TREATMENTAWT
AMERICAN WIRE GAUGEAWG
AVERAGEAVG
AUTOMATICAUTO
ACOUSTICAL TILE CEILINGATC
ASPHALTASPH
ABOVE SUSPENDED CEILINGASC
ASBESTOSASB
AMERICAN REFRIGERATION INSTITUTEARI
ARCHITECTARCH
APPROXIMATEAPPROX
APPROVEDAPPD
AMERICAN NATIONAL STANDARDS INSTITUTEANSI
ANODIZEANOD
AMPEREAMP
AMBIENTAMB
ALUMINUMALUM
ALTERNATE SPACINGALT SP
ALTERNATEALT
ACTIVE LEAFA.L.
AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC
AMPERE INTERRUPTING CAPACITYAIC
AREA INLETAI
AIR HANDLING UNITAHU
ANCHOR AHR
AGGREGATEAGGR
ABOVE FINISHED FLOORAFF
AUTOMATIC DOOR OPERATORADO
ADJACENT, ADJOINING, ADJUSTABLEADJ
ADHESIVEADH
ADDENDUMADDM
ACOUSTICAL CEILING TILEACT
ACOUSTICACST
ALUMINUM CABLE STEEL REINFORCEDACSR
ACCESS PANELACS PNL
ACCESS DOORACS DR
ACRYLIC PLASTICACR
AMERICAN CONCRETE INSTITUTEACI
ACCESSIBLEACC
ALTERNATING CURRENTAC
ABOVEABV
ANCHOR BOLTAB
AIR CONDITIONING UNITA/C UNIT
AIR CONDITIONINGA/C
ANGLEA
FLOORFLR
FLASHINGFLASH
FLUSH JOINTFJT
FIXTUREFIXT
FINISH FLOORFIN FLR
FINISHFIN
FIGUREFIG
FLAT HEAD WOOD SCREWFHWS
FIRE HOSE STATIONFHS
FIRE HOSE RACKFHR
FLAT HEAD MACHINE SCREWFHMS
FIRE HOSE CABINETFHC
FLAT HEADFH
FIRE HYDRANTFH
FIBERGLASSFGL
FAR FACEFF
FACTORY FINISHFF
FIRE EXTINGUISHER CABINETFEC
FIRE EXTINGUISHER BRACKETFEB
FIRE EXTINGUISHERFE
FOUNDATIONFDTN
FIRE DAMPERFDMPR
FLOOR DRAINFD
FAN COIL UNITFCU
FLOOR CLEANOUTFCO
FLOOR CONSTRUCTION JOINTFCJ
FACINGFCG
FACE BRICKFC BRK
FOOT CANDLEFC
FIRE BRICKF BRK
FRESH AIR INTAKEFAI
FIRE APPARATUS CLOSETFAC
FRESH AIRFA
FIRE ALARMFA
FAHRENHEITF
EXTERIOREXT
EXPANSION BOLTEXP BT
EXPOSEDEXP
EXPANSIONEXP
EXISTINGEXST
EXHAUST AIREXH A
EXHAUSTEXH
EXCAVATEEXC
ENTERING WATER TEMPERATUREEWT
ELECTRIC WATER COOLEREWC
EACH WAYEW
ESTIMATE(D)EST
ESCALATORESCAL
EQUALLY SPACEDES
EQUIPMENTEQUIP
EQUALEQ
EPOXY COATINGEPY
EXPLOSION PROOFEPRF
END PROJECTEP
ELECTRICAL PANELBOARDEP
ENTRANCE, ENTERINGENTR
ENCLOSE(URE)ENCL
EMERGENCYEMER
ESTIMATED MAXIMUM DEMANDEMD
ENGINEERING MANUAL EM
EXPANDED METALEM
ELECTRICELEC
ELEVATION - GRADE OR BUILDINGEL
EXPANSION JOINTEJ
EACH FACEEF
ENTERING AIR TEMPERATUREEAT
EACHEA
EASTE
DIRECT EXPANSIONDX
DUMBWAITERDWTR
DRAWERDWR
DOWELSDWLS
DRAWINGDWG
DOVETAIL DVTL
DRAIN VALVE MANHOLEDV MH
DRAIN VALVEDV
DRAIN TILEDT
DOWNSTREAMD/S
DOWNSPOUTDS
DOUBLE STRENGTH (GLASS)DS
DOOR CLOSERDR CL
DRAINBOARDDRB
DRAINDR OR D
DOORDR
DRAIN PIPEDP
DEGREE OF CURVATUREDOC
DO NOT DISTURBDND
DOWNDN
DEMOUNTABLEDMT
DAMPERDMPR
DAMPPROOFINGDMPF
DEAD LOADDL
DIVISIONDIV
DISTRIBUTION PANELDISTR PNL
DISTANCEDIST
DISPENSERDISP
DISCONNECTDISC
DIMENSIONDIM
DIAGONALDIAG
DIAMETERDIA
DROP INLETDI
DUCT HEATERDH
DOUBLE HUNGDH
DRINKING FOUNTAINDF
DETAILDET
DEPARTMENTDEPT
DEPRESSIONDEPR
DEMOLITIONDEMO
DEGREEDEG
DUMMY CONTROL JOINTDCJT
DOWELED CONTROL JOINTDCJ
DOUBLE ACTING DOORDBL ACT DR
DOUBLEDBL
DRY BULBDB
DATUMDAT
MEDIAN PARTICLE SIZED
PENNY (AS IN NAIL - 10D)d
CYLINDERCYL
COLD WATERCW
CONDUCTIVE VINYL HOMOGENEOUS (SHEET TYPE)CVH
CEILING VENTCV
CUBIC YARDSCU YD
CABINET UNIT HEATERCUH
CUBIC FEETCU FT
COPPERCu
CONDENSING UNITCU
CENTERCTR
CENTER TO CENTERC TO C
CURRENT TRANSFORMERCT
CERAMIC TILECT
CASEMENTCSMT
COUNTERSUNKCSK
CAST STONECS
CARBON STEELCS
COURSE(S)CRS
CROSS GRAINCRG
CORROSIVE RESISTANT STEELCRES OR CRS
CIRCUMFERENCECRCMF
CARPETCPT
COMPRESSIBLECPRS
YARD DRAINYD
YARDYD
TRANSFORMERXFMR
REINFORCEMENT
WELDED WIRE WWR
WELDED WIRE MESHWWM
WELDED WIRE FABRICWWF
WALL TO WALLW/W
WATER VALVEWV
WIDTHWTH
WEIGHTWT
WATER SURFACE ELEVATIONWSE
WAINSCOTWSCT
WASTE STACKW.S.
WATERSTOPWS
WARDROBEWRB
WASTE RECEPTACLEWR
WORKING POINTWP
WEATHERPROOFWP
WATERPROOF(ING)WP
WITHOUTW/O
WIRE MESHWM
WATER METERWM
WALL LINEW/L
WORK SHOPWKSH
WROUGHT IRONWI
WATT-HOUR METERWHM
WHEEL BUMPERWHB
WATER HEATERWH
WALL HUNGWH
WIRED GLASSWGL
WIDE FLANGEWF
WINDOWWDW
WASTE DISPOSERWDSP
WOOD DOORWD
WOODWD
WOOD-CASED OPENINGWCO
WHEELCHAIRW/C
WATER CLOSETWC
WOOD BLOCKINGWBL
WET BULBWB
WITHW/
WESTW
WATERW
VINYL WALL COVERINGVWC
VENT THRU ROOFVTR
VOLTAGE TRANSFORMERV.T.
VENT STACKVS
VERMICULITEVRM
VAPOR RETARDERVR
VOLUMEVOL
VENEERVNR
V-JOINT(ED)VJ
VINYL HOMOGENEOUSVH
VERTICAL GRAINVG
VINYL FABRICVF
VESTIBULEVEST
VERTICALVERT OR V
VENTILATOR(TION)VENT
VAULT DOORVD
VITRIFIED CLAY TILEVCT
VINYL COMPOSITION TILEVCT
VINYL BASEVB
VARNISHVAR
VOLTV
UNIT VENTILATORUV
UTILITYUTIL
UPSTREAMU/S
URINALUR
UNINTERRUPTABLE POWER SUPPLYUPS
UNLESS NOTED OTHERWISEUNO
UNFINISHEDUNFIN
UNEXCAVATEDUNEX
UNDERWRITERS LABORATORIESUL
UNIT HEATERUH
UNDERGROUNDUGND
UNIT COOLERUC
TYPICALTYP
TELEVISIONTV
THERMOSTATTSTAT
TRANSVERSETRANS
TRANSOMTRANS
TURF REINFORCEMENT MATTINGTRM
TOILET PARTITIONTPTN
TOILET PAPER DISPENSERTPD
TEST PILETP
TOP OF WALLTOW
TOP OF STEELTOS
TOP OF SLABTOS
TOPOGRAPHYTOPO
TOLERANCETOL
TOP OF CONCRETETOC
TOP OFTO
TOP LAYERTL
TACKSTRIPTKS
TACKBOARDTK BD
THRESHOLDTHRES
THICK(NESS)THK
TRUSS HEADTH
TOGGLETGL
TONGUE AND GROOVET&G
TOP FACETF
TERMINALTERM
TERRAZZOTER
TEMPORARYTEMP
TEMPERATURETEMP
TELEPHONE MANHOLETEL MH
TELEPHONETEL
TRENCH DRAINTD
TERRA COTTATC
TO BE REMOVEDTBR
TEMPORARY BENCHMARKTBM
TOWEL BARTB
TANGENTTAN OR T
TREADT
SYSTEMSYS
SYNTHETICSYNTH
SYMMETRICALSYMM
STORM WATER POLLUTION PREVENTION PLANSWPPP
SWITCHBOARDSWBD
SWITCHSW
SHEET VINYL SV
SUSPENDEDSUSP
SUBFLOORSUB FL
STAIRWAYSTWY
STRUCTURALSTRUCT
STRINGERSTR
STATIC PRESSUREST PR
STORAGESTOR
STEELSTL
SEATINGSTG
STANDARD HOOKSTD HK
STANDARDSTD
STATIONSTA
STAINLESS STEELSST
STANDING SEAM (ROOF)SS
SERVICE SINKSS
SANITARY SEWERSS
SHELF AND RODS&R
SQUARE HEADSQHD
SQUARESQ
SPEAKERSPKR
SPACE HEATERSPH
SPECIAL FINISHSP FIN
SOUNDPROOFSPF
SPECIFICATIONSPEC
SOUNDPROOF DOORSPD
SPECIALSPCL
SPACERSPC
SHUT OFF VALVESOV
SHEET METAL SCREWSSMS
SHEET METALSM
SLEEVESLV
SEALANTSLNT
SKYLIGHTSKLT
STEEL JOIST INSTITUTESJI
SIMILARSIM
SHELVINGSHV
SHEATHINGSHTHG
SHEETSHT
SHOULDERSHLDR
SHEET GLASSSG
SETTLEMENT GAGESG
STRUCTURAL FACING UNITSFU
STRUCTURAL FACING TILE UNITSFTU
SAFETY GLASSSFGL
SEQUENCESEQ
SECTIONSECT
STEEL DOOR INSTITUTESDI
STORM DRAINSD
STRUCTURAL CLAY TILESCT
SCREENSCRN
SCHEDULESCHED
SEWER CLEANOUTSCO
SOLID CORESC
SECURITY BARSS.B.
SUBBASELINESB/L
SPLASH BLOCKSB
SUPPLY AIRSA
SOUTHS
SEWERS
RAINWATER CONDUCTORRWC
RIVETRVT
REVERSERVS
RUBBER TILE FLOORRTF
RAISED PATTERN RUBBER TILERPRT
REVOLUTIONS PER MINUTERPM
RETRACTABLE PARTITIONRP
RADIUS POINTRP
RIGHT OF WAYROW
ROUGH OPENINGRO
ROUNDRND
RIVER MILERM
ROOMRM
RAILINGRLG
RACKRK
ROOF HATCHRH
RIGHT HANDRH
RELATIVE HUMIDITYRH
ROOFINGRFG
REVISIONREV
RETURNRET
RESILIENTRESIL
REQUIREDREQD
REMOVE(ABLE)REM
REINFORCEREINF
REGLETREG
REGISTERREG
REFRIGERATIONREFR
REFLECTREFL
REFERENCEREF
RECTIFIERRECT
RECREATION ROOMREC ROOM
RECEPTACLERECPT
RIGID INSULATIONRDG INS
ROOF DRAINRD
RECEIVERRCVR
REINFORCED CONCRETE PIPERCP
REMOTE CONTROLRC
RUBBERRBR
RUBBLE STONERBL
RUBBER BASE, RESILIENT BASERB
RETURN AIR REGISTERRAR
RETURN AIR GRILLERA GR
RABBETEDRAB
RETURN AIRRA
RISERR
RANGER
RADIUSR
QUANTITYQTY
QUARTER ROUND1/4 RND
QUARTERQTR
QUARTQT.
QUARRY TILEQT
PASS WINDOWPW
PAVINGPVG
POLYVINYL CHLORIDEPVC
PAVEDPV
PAPER TOWEL RECEPTACLEPTR
PARTITIONPTN
PAPER TOWEL DISPENSERPTD
POST-TENSIONED CONCRETEPT CONC
POINTPT.
PNEUMATIC TUBEPT
POUNDS PER SQUARE INCHPSI
POUNDS PER SQUARE FOOTPSF
PRESTRESSED CONCRETEPS CONC
PRESSED STEELP.S.
PIPE SPACEPS
PRESSURE-REGULATING VALVEPRV
PROJECTPROJ
PARKINGPRKG
PREFORMEDPREFMD
PREFINISHEDPREFIN
FABRICATE(D)PREFABPRE
PAIRPR
PARTS PER MILLIONPPM
POLISHED PLATE GLASSPPGL
PORTABLEPORT
PORCELAINPORC
POLISHEDPOL
POINT OF TANGENCYPT
PAINT(ED)PT
PANELPNL
PLYWOODPLYWD
PLATE GLASSPL GL
PILINGPLG
POUNDS PER LINEAR FOOTPLF
PLUMBINGPLBG
PLATFORMPLAT
PLASTERPLAS
PLASTIC LAMINATEPLAM
PROPERTY LINEPL
PLATEPL
POST INDICATING VALVEPIV
PREFAB ISOLATION POWER UNITPIPU
POINT OF INTERSECTIONPI
PHARMACYPHAR
PHASEPH
PROFILE GRADE LINEPGL
PERIMETERPERIM
PERFORATE(D)PERF
PEDESTALPED
PAVEMENT DRAINPD
CEMENT PLASTER (PORTLAND)PCP
POUNDS PER CUBIC FOOTPCF
PRECAST CONCRETEPCC
POINT OF CURVATUREPC
PIECEPC
PUSH BUTTON STATIONPBS
PARTICLE BOARDPBD
PANIC BARPB
PARALLELPAR
PUBLIC ADDRESSPA
POWERP
POLEP
OIL/WATER SEPARATOROWS
OBSCURE WIRED GLASSOWGL
OUTSIDE SCREW AND YOKEOS & Y
OFFSETOS
OPTIONALOPT
OPERATIONSOPS
OPAQUEOPQ
OPPOSITEOPP
OPENINGOPNG
OPPOSITE HANDOPH
OVALHEAD WOOD SCREWOHWS
OVALHEAD MACHINE SCREWOHMS
OVERHEADOH
OBSCURE GLASSOGL
OFFICEOFC
OUTSIDE DIAMETEROD
ON CENTER EACH WAYOCEW
ON CENTEROC
OBSERVATION WINDOWOBW
OBSCUREOBSC
OUTSIDE AIROA
NOT TO SCALENTS
NOTICE TO PROCEEDNTP
NEAR SIDENS
NOT REQUIREDN’REQD
NOISE REDUCTION COEFFICIENTNRC
NOISE REDUCTIONNR
NOMINALNOM
NUMBERNO
NORMALLY OPENNO
NONMETALLICNM
NEOPRENE LATEXN.L.
NAILABLENL
NOT IN CONTRACTNIC
NICKELNi
NATIONAL FIRE PROTECTION ASSOCIATIONNFPA
NON-FEDERAL BACK LEVEENFL
NEAR FACENF
NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNEMA
NATIONAL ELECTRICAL CODENEC
NORMALLY CLOSEDNC
NO BATTERNB
NORTH AMERICAN VERTICAL DATUMNAVD
NATURALNAT
NORTH AMERICAN DATUMNAD
NORTHN
MULLIONMULL
MOVABLEMVBL
METALMTL
METAL FURRINGMTFR
MOUNTEDMTD
MOUNTMT
METAL THRESHOLDMT
MACHINE SCREWSMS
METAL ROOF DECKINGMRD
MARBLE BASEMRB
MOP RECEPTORMR
MOVABLE PARTITIONMP
MOTORMOT
MODIFIEDMOD.
MODULARMOD
MASONRY OPENINGMO
MATERIAL NOT IN CONTRACT (INSTALLATION BY CONTRACTOR)MNIC
MILLIMETER(S)mm
MILLWORKMLWK
MOULDINGMLDG
MONOLITHICML
METAL LATHML
MISCELLANEOUSMISC
MIRRORMIRR
MINIMUMMIN
MALLEABLE IRONMI
MANHOLEMH
MATTE-GLAZED TILEMGT
MOTOR GENERATORMG
MANUFACTURERMFR
MANUFACTURINGMFG
METAL FLOOR DECKINGMFD
METAL EDGE STRIPMES
MEMBRANEMEMB
MEDIUMMED
MECHANICAL ROOMMECH RM
MECHANICALMECH
METAL DIVIDER STRIPMDS
METAL-CASED OPENINGMCO
MASONRY CONTROL JOINTMCJ
MEDICINE CABINETMC
MEMBERMBR
MACHINE BOLTSMB
MAXIMUMMAX
MATERIAL(S)MATL
MASONRYMAS
MACHINEMACH
MATCHED AND BEADEDM&B
METER(S)m
LEAVING WATER TEMPERATURELWT
LIGHTWEIGHT CONCRETELWC
LOUVERLVR
LIGHTNINGLTNG
LIGHTINGLTG
LIGHTWEIGHTLT WT
LIGHTLT
LIGHT STANDARDLS
LAWN SPRINKLERLS
LIVING ROOMLR
LOW POINTLPT
LIGHTPROOF LOUVERLPL
LIGHTPROOF DOORLPD
LIGHT POLELP
LIGHTPROOFLP
LONGITUDINALLONG
LINTELLNTL
LIMESTONELMST
LUMENLM
LEAD-LINED DOORLLD
LIVE LOADLL
LOCKERLKR
LINEARLIN
LEFT HAND(ED)LH
LENGTHLG
LOADINGLDG
LOADLD
LENGTH OF CURVELC
LIGHT CONTROLLC
LUMBERLBR
LABELLBL
POUNDLB
LAG BOLTLB
LAVATORYLAV
LAUNDRYLAU
LEAVING AIR TEMPERATURELAT
LAMINATELAM
TRANSPORTATION AND DEVELOPMENT
LOUISIANA DEPARTMENT OF LADOTD
LADDERLAD
LABORATORYLAB
KEYWAYKWY
KILOWATTkW
KILOVOLT AMPERES REACTIVEkVAR
KILOVOLT AMPERESkVA
KILOVOLTSkV
KILOMETERkm
KICKPLATEKPL
KNOCKOUT PANELKOP
KITCHENKIT
KILOPOUND (1000 POUNDS)KIP
JOINTJT
JOISTJST
JUNCTIONJCT
JUNCTION BOXJ-BOX
JANITOR’S CLOSETJAN CLO
INSIDE PIPE SIZEI.P.S.
IRON PIPE SIZEIPS
IRON PIPEIP
INVERTINV
INTERMEDIATEINTM
INTERIORINT
INSULATIONINSUL
INSULATING FILLINSF
INCLUDEDINCL
INCINERATORINCIN
INCHIN
INTERLOCKILK
ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICAIESNA
INSIDE DIAMETERID
INTERCOMIC
HERTZHz
HYDRAULICHYDR
HEATING, VENTILATING AND AIR CONDITIONINGHVAC
HEATERHTR
HEATINGHTG
HEIGHTHT
HOUSEKEEPINGHSKPG
HIGH-STRENGTH GYPSUM PLASTERHSGYP
HIGH STRENGTHHS
HOURHR
HIGH POINTHPT
HORSEPOWERHP
HIGH PRESSUREHP
HORIZONTALHORIZ OR H
HANDRAILHNDRL
HOLLOW METALHM
HOOK(S)HK
HANDHOLEHH
HEXAGONHEX
HIGH EARLY-STRENGTH CEMENTHES
HARDWOODHDWD
HARDWAREHDW
HEADERHDR
HEAD JOINTHD JT
HARDBOARDHDBD
HEAVY DUTYHD
HEADHD
HANDICAPPEDHCP
HALON CONTAINMENT DAMPERHCD
HOLLOW COREHC
HOSE BIBBHB
GYPSUM PLASTERGYP PLAS
GYPSUM BOARDGYP BD
GYPSUMGYP
GLAZED WALL TILEGWT
GROUTGT
GLAZED STRUCTURAL UNITSGSU
GLAZED STRUCTURAL TILEGST
GRATINGGRTG
GRADE LINEGR LN
GRANITEGRAN
GYPSUM TILEGPT
GALLONS PER MINUTEGPM
GOVERNMENTGOVT
GROUNDG
GLAZED CONCRETE MASONRY UNITSGLZ CMU
GLAZINGGLZ
GLASS FIBERGLF
GLASS BLOCKGL BLK
GLASSGL
GASKET(ED)GKT
GALVANIZED IRON PIPEGIP
GALVANIZED IRONGI
GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLEDGFE/CI
GOVERNMENT-FURNISHED EQUIPMENTGFE
GROUND FAULT CIRCUIT INTERRUPTERGFCI
GROUND FACEGF
GENERALGEN
GENERAL CONTRACTORGC
GRAB BARGB
GALVANIZED STEELGALV STL
GALVANIZEDGALV
GALLON(S)GAL
GAGEGA
NATURAL GASG
FABRIC WALL COVERINGFWC
FIRE WATERFW
FUTUREFUT
FURRINGFURG
FOOTINGFTG
FEETFT
FASTEN(ER)FSTNR
FAR SIDEFS
FULL SIZEFS
FIRE-RETARDANTFRT
FRAMINGFRMG
FORGEDFRG
FRAMEFR
FIRE RESISTANT FR
FEET PER MINUTEFPM
FIREPROOFFP
FIRE PARTITIONFP
FACE OF STUDFOS
FACE OF MASONRYFOM
FACE OF FINISHFOF
FACE OF CONCRETEFOC
FENCEFN
FLUORESCENTFLUOR
FLOOR PLATEFLR PL
FLOORINGFLG
FLEXIBLEFLEX
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EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
SECTION
A
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
A
C-301
C-501
GENERAL CROSS-REFERENCING SYMBOLS
DETAIL/SECTION)
(CENTERED UNDER
ON SAME DRAWING
DETAIL/SECTION TITLE
DETAIL/SECTION)
(CENTERED UNDER
ON ANOTHER DRAWING
DETAIL/SECTION TITLE
SCALE: N.T.S.
SCALE: N.T.S.
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
A
C-100
DETAIL/SECTION
DETAIL/SECTION
EXISTING INDEX CONTOUR
EXISTING INTERIM CONTOUR
PROPOSED INDEX CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM DRAIN
EXISTING WATER LINE
EXISTING GAS LINE
EXISTING FENCE
EXISTING WATER MANHOLE
EXISTING GAS VALVE
EXISTING LIGHT POLE
EXISTING POWER POLE
EXISTING GUY WIRE
EXISTING JUNCTION BOX
EXISTING TELEPHONE POLE
COORDINATE POINT
T
S
D
W
EXISTING CULVERT PIPE
EXISTING FIRE HYDRANT
EXISTING STORM MANHOLE
EXISTING SANITARY MANHOLE
SETTLEMENT PLATE
EXISTING TREE
LIMIT OF CONSTRUCTION
PROPOSED CONCRETE
PROPOSED GRAVEL/RIPRAP
D
S
200+00
8.50
PROPOSED FIRE HYDRANT
PROPOSED SECURITY FENCE
PROPOSED BOLLARD
SLOPE SYMBOL
PROPOSED BASELINE
PROPOSED SPOT ELEVATION
PROPOSED DRAINAGE MANHOLE
PROPOSED CATCH BASIN/DROP INLET
PROPOSED SANITARY SEWER
PROPOSED STORM DRAIN
PROPOSED WATER LINE
PROPOSED SANITARY MANHOLE
PROPOSED FUEL LINE
SURVEY CONTROL MONUMENT
PROPOSED LIGHT POLE BASE
EXISTING COMMUNICATION LINE
PROPOSED REMOVABLE BOLLARD
EXISTING ELECTRIC LINE
GALVANIC ANODE TEST STATION (ATS)
MONITORING TEST STATION
POTENTIAL TEST STATION
RECTIFIER (R)
LOCATION OF 60-POUND ZINC MARINE ANODE IN VERTICAL ORIENTATION
STRUCTURE CABLE-TO-TAIL WALL CONNECTION
IR FREE POTENTIAL MEASURING PROBE & SLOTTED CASING FOR CONTINUOUS POTENTIAL PROFILE
DRAG SHEET STRUCTURE CONNECTION PULL BOX (TYP.)
TEMPORARY CONSTRUCTION EASEMENT
PROPOSED INTERMEDIATE CONTOUR
PROPOSED BRIDGE
STAGING AREAS
CONSTRUCTION LAYDOWN AND
SOD OR REINFORCED TURF
CHANNEL BOTTOM
POTENTIAL BENEFICIAL USE DISPOSAL AREA
EXISTING COMMUNICATION LINE
TOP SIDEFRONT
ELEVATION
LIGHT POLE
PROPOSED CHAINLINK FENCE
PROPOSED ROAD EDGE
PROPOSED DRAIN LINE
PROPOSED GRASS
PROPOSED BUILDING/STRUCTURE
PROPOSED PERIMETER DRAINAGE
G-006
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PROPOSED FIRE PROTECTION WATER SUPPLY
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C O
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BENCHMARK
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New Orleans District of Engineers
US Army Corps
U .S
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New Orleans District of Engineers
US Army Corps
S T J
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PROFESSIONAL ENGINEER
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License No. 31527
THOMAS A. CANCIENNE III
J A
N U
A R
Y
LAPLACE
MISSISSIPPI RIVER
RESERVE
KCS RAILROAD
CN RAILROAD
WEST SHORE - LAKE PONTCHARTRAIN, LOUISIANA
CN RAILROAD
LEVEE CENTERLINE
WEST SHORE LAKE PONTCHARTRAIN
PROPOSED ACCESS ROAD F
PROPOSED ACCESS ROAD P
PONTCHARTRAIN
LAKE
RELIEF
RESERVE
I-55
G-007
C A
T
IO
N V
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0 2MI1MI 0 80MI40MI
LOCATION MAP VICINITY MAP
SCALE 1" = 1 MILE SCALE 1" = 40 MILE
-2
-2
RESERVE RELIEF CANAL
DRAINAGE CANAL BY OTHERS
E 3,528,839.26
N 585,352.29
N 585,437.85
E 3,529,478.98 N 585,431.06
E 3,529,645.60
N 584,659.60
E 3,529,130.15
E 3,529,529.36
N 584,767.17
N 584,810.57
E 3,529,690.46
N 584,981.74
E 3,529,666.91
E 3,530,220.40
N 585,474.16
N 584,903.36
E 3,530,220.40
E 3,529,944.48
N 584,879.02
80' 160'0
R E
S E
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SCALE: 1" = 80'
LAND SIDE
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RESERVE RELIEF SILT FENCING SITE PLAN
S
IL
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IN
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AS CONSTRUCTED.
PLACE SILT FENCE ALONG PERMANENT AND TEMPORARY CANALS 1.
GENERAL SHEET NOTES
-4
-4 -3
-3
-2
-2 -1
-1
1 4
4 3
-4
-4
-3
-3 -2
-2
-1
-1
2 2
-1
-1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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New Orleans District of Engineers
US Army Corps
U .S
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New Orleans District of Engineers
US Army Corps
W S
L P -1
S T J
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N T
H E B
A P
T
IS
T P
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LIMITS OF WORK
WSLP PROJECT BASELINE
LIMITS OF WORK
SEE NOTE 1
SILT FENCE
O C
T O
B E
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A D
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D V
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FO
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TA
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CIVIL
EN
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NIR
ENIG
IN
PROFESSIONAL ENGINEER
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License No. 31527
THOMAS A. CANCIENNE III
T O
B E
R
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
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TOP OF BANK
FENCE
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SCALE: 1" = 100'
T
C A
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N E
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-6
-6
-4
-4
-3
-3
-2
-2 -1
-1
-5
-5
-4
-4
-3-3
-2
-2
-1
-1
-4
-4
-3
-3
-2
-2-2
-2
-1
-1
-1
-1
-1
-1
WSLP PROJECT BASELINE
C8X 6" GAS PIPELINE (ABANDONED), SEE NOTE 3
SHELL 4" ETHYLENE PIPELINE (RELOCATED), SEE NOTE 4
RESERVE RELIEF GEOTECHNICAL EXPLORATION PLAN
G E
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US Army Corps
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THOMAS A. CANCIENNE III
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NORTH
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C8X 6" GAS PIPELINE TO BE REMOVED AS REQUIRED TO CONSTRUCT FLOODWALL. 3.
CONSTRUCTION.
CONTRACTOR TO VERIFY ACTUAL LOCATION OF UTILITIES PRIOR TO 2.
CONDUCTED FOR CPRA, WEST SHORE LAKE PONCHARTRAIN PROJECT (PO-0062).
THROUGH AUGUST 18, 2020 BY T. BAKER SMITH, LLC. THE SURVEY WAS
UTILITIES INFORMATION OBTAINED FROM A SURVEY PERFORMED AUGUST 3, 2020 1.
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06/20/2024DATE:
LICENSE: #31527
ENGINEER: THOMAS A. CANCIENNE
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NOTES
- (UC) UNCONFINED COMPRESSION TEST
- (Q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (R) CONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (S) CONSOLIDATED - DRAINED DIRECT SHEAR TEST
DATE: 7/22/2020
BOR. B-10U
-10
-20
-30
-40
-50
-60
-70
-80
-90
-100
-110
-120
-130
-140
-150
TEST DATA
% CRS = % COARSE SAND
DATE: 7/22/2020
E le v a ti o n in
F e e t
BORING WAS TAKEN WITH A 5 INCH DIAMETER
STEEL TUBE PISTON TYPE SAMPLER
FOR SOIL BORING LEGEND SEE PLATE A
FOR LOCATION OF BORINGS SEE PLATE
FOR DETAILED TEST DATA SEE
WET DENSITY
(lbs / cu. ft.)
80 100 12060 140
NORMAL STRESS
(tons / sq. ft.)
1 20 3
MC
WATER CONTENT % water by dry wt.
20 40 60 80 100 1200 140
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License No. 31527
THOMAS A. CANCIENNE III
J A
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License No. 31527
THOMAS A. CANCIENNE III
J A
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A R
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R V
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F C
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2B-104
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CIVIL
EN
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NIR
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IN
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License No. 31527
THOMAS A. CANCIENNE III
J A
N U
A R
Y
S E
R V
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E L
IE
F C
A N
2B-105
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BOR. B-62U
-10
-20
-30
-40
-50
-60
-70
-80
-90
TEST DATA
WATER DEPTH 1.5FT.
E le v a ti o e t
WET DENSITY
(lbs / cu. ft.)
80 100 12060 140
NORMAL STRESS
(tons / sq. ft.)
1 20 3
MC
WATER CONTENT % water by dry wt.
20 40 60 80 100 1200 140
PL LL
SHEAR STRENGTH
(tons / sq. ft)
0.1 0.2 0.3 0.4 0.5 0.6 0.70 0.8 vSo,Wd Gr&Br vSo,slf O vSo,Wd So,Wd CS,Wd vSo,O,Wd,slf
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163wL
DATE: 7/30/2019
CONTRACTOR: EUSTIS ENGINEERING
WP WLWN
ATTERBERG LIMITS
NOTES
- (UC) UNCONFINED COMPRESSION TEST
- (Q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (R) CONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (S) CONSOLIDATED - DRAINED DIRECT SHEAR TEST
% CRS = % COARSE SAND
BORING WAS TAKEN WITH A 5 INCH DIAMETER
STEEL TUBE PISTON TYPE SAMPLER
FOR SOIL BORING LEGEND SEE PLATE A
FOR LOCATION OF BORINGS SEE PLATE
FOR DETAILED TEST DATA SEE
3B-101
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SCALE: 1" = 50'
TOP OF BANK
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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R
IP
T
IO
N D
A T
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SHEET ID
New Orleans District of Engineers
US Army Corps
U .S
A
R M
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P S
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IN
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N E
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New Orleans District of Engineers
US Army Corps
S T
J O
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T H
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A P
T
IS
T P
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IS
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-2
-B -0
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FO
A
NAISI
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S
TA
TE
L
CIVIL
EN
G
NIR
ENIG
IN
PROFESSIONAL ENGINEER
E
License No. 31527
THOMAS A. CANCIENNE III
J A
N U
A R
Y
50' 100'0
NEW PFPL AND DDE
NEW PFPL AND DDE
L
IM
IT
S
O F
W O
R K
S T
A . 7
I-5
N O
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N D
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I-5 S
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B O
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NEW PFPL AND DDE
NEW PFPL AND DDE
L
IM
IT
S
O F
W O
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S T
A . 7
T R
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N
NORTH
PLAN
B07U
025U
024U
093C-V
022U
B
C
D
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F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
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C H
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D B
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D R
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D B
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C O
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N N
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IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
New Orleans District of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T H
U R
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IC
A N
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N D S
T O
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IS
K R
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N P
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C T
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IN
L
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W O
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A N
S
B -1
.d g n s ta n p w -p w -s v c
-J
U N -2
PRELIMINARY
THE BASIS FOR THE ISSUANCE OF A PERMIT
NOT FOR CONSTRUCTION BIDDING, OR AS
FOR REVIEW ONLY
US ARMY CORPS OF ENGINEERS
06/20/2024DATE:
LICENSE: #31527
ENGINEER: THOMAS A. CANCIENNE
W
H E
M
S T
A N
T E
C C
O N
S U
L T
IN
G S
E R
V
IC
E S I
N C
P
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D R
A S S
T S
T E
N E
W O
R L E
A N
S L
A
-1
D S
IZ
E
New Orleans District of Engineers
US Army Corps
W S
L P -1
S T J
O H
N T
H E B
A P
T
IS
T P
A R
3B-102
U E N
NORTH
PLAN
T
C A
N C
IE
N N
E
D
G R
A N
D A
L
T
K E
L L Y -B
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W N
H T
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IB
O D
E A
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I- C
A N
A L
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
0.85
0.85
0.975
0.921
1.488
1.185
1.26
1.025
0.993
1.45
0.925
1.225
(WOH)
(2)
Br
Gr dBr &
Gr
Gr
Gr & T
Gr
Gr & T
Gr
Gr & T
Gr
St, rt, O
So, O, SIS vSo, Wd
So vSo, SIS
So, slf, SIS
M, SIS, SS
St, SS
St
M, SS, SIS, Wd
St, SS, SIS vSo, SS, SIS
St
St, SS, slf, SIS, Wd
St, SS, SIS
St, SS, SIS, slf
GROUND ELEV. 0.0Org.
CRSD10
WP WLWN
ATTERBERG LIMITS
NOTES
- (UC) UNCONFINED COMPRESSION TEST
- (Q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (R) CONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (S) CONSOLIDATED - DRAINED DIRECT SHEAR TEST
DATE: 5/13/2020
BOR. B-07U
-10
-20
-30
-40
-50
-60
-70
-80
-90
-100
-110
-120
-130
-140
-150
TEST DATA
% CRS = % COARSE SAND
DATE: 5/13/2020
E le v a ti o e t
BORING WAS TAKEN WITH A 5 INCH DIAMETER
STEEL TUBE PISTON TYPE SAMPLER
FOR SOIL BORING LEGEND SEE PLATE A
FOR LOCATION OF BORINGS SEE PLATE
FOR DETAILED TEST DATA SEE
WET DENSITY
(lbs / cu. ft.)
80 100 12060 140
NORMAL STRESS
(tons / sq. ft.)
1 20 3
MC
WATER CONTENT % water by dry wt.
20 40 60 80 100 1200 140
PL LL
SHEAR STRENGTH
(tons / sq. ft)
0.1 0.2 0.3 0.4 0.5 0.6 0.70 0.8
C
C
B O
R
IN
G L
O G B -0
U
A1
I-55 BORING LOG B-07U
O C
T O
B E
R
R E
A D
Y F
O R A
D V
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T
IS
E M
E N
T
FO
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TA
TE
L
CIVIL
EN
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NIR
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IN
PROFESSIONAL ENGINEER
E
B
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F
G
H
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M
N
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B M
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D B
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C H
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D B
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D R
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N B
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S
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D B
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C O
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IO
N N
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S
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E
S
IZ
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M A
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D E
S C
R
IP
T
IO
N D
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E
SHEET ID
New Orleans District of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T H
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IC
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N D S
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N P
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C T
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L
A
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S
B -1
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S T
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C C
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S U
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G S
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V
IC
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P
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D R
A S S
T S
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N E
W O
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-1
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New Orleans District of Engineers
US Army Corps
S T J
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N T
H E B
A P
T
IS
T P
A R
IS
H W
P -2
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R E
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R V
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P
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T A
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N S A
N D D
R A
IN
A G
E S
T R
U C
T U
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S
W S
L P -1
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
T
FO
A
NAISI
UO
S
TA
TE
L
CIVIL
EN
G
NIR
ENIG
IN
PROFESSIONAL ENGINEER
E
License No. 31527
THOMAS A. CANCIENNE III
J A
N U
A R
Y
3B-103
R
U E N
NORTH
PLAN
T
C A
N C
IE
N N
E
D
G R
A N
D A
L
T
K E
L L
Y -B
R O
W N
H T
H
IB
O D
E A
U X
I- C
A N
A L
I-55 BORING LOG B-25U
B O
R
IN
G L
O G B -2
U
WP WLWN
ATTERBERG LIMITS
NOTES
- (UC) UNCONFINED COMPRESSION TEST
- (Q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (R) CONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (S) CONSOLIDATED - DRAINED DIRECT SHEAR TEST
% CRS = % COARSE SAND
BORING WAS TAKEN WITH A 5 INCH DIAMETER
STEEL TUBE PISTON TYPE SAMPLER
FOR SOIL BORING LEGEND SEE PLATE A
FOR LOCATION OF BORINGS SEE PLATE
FOR DETAILED TEST DATA SEE
WATER DEPTH 0.0 FT.
CONTRACTOR: EUSTIS ENGINEERING
BOR. B-24U
-10
-20
-30
-40
-50
-60
-70
-80
-90
TEST DATA
WET DENSITY
(lbs / cu. ft.)
80 100 12060 140
NORMAL STRESS
(tons / sq. ft.)
1 20 3
MC
WATER CONTENT % water by dry wt.
20 40 60 80 100 1200 140
PL LL
SHEAR STRENGTH
(tons / sq. ft)
0.1 0.2 0.3 0.4 0.5 0.6 0.70 0.8
DATE: 11/26/2019
5.800
6.000
1.24
1.19
0.89
1.19
1.02
0.82
1.58
0.93
1.26
168w
So O
St
Br
(9)
M,O,Wd Gr&Br M,cc Gr&T
So,O,Wd
So,Wd,rt So,S,Wd
Gr
No Sample
So,O,Wd M,rt
Gr
No Sample
So,O,Wd,rt Br&Gr
No Sample
So Br
So,cc,Wd vSo,Wd
CS,rt
So,SS,slf So,slf
SlS So,SL
So,slf,Wd
So,slf
M,slf
So,slf
So,SL
Gr
SlS M Gr&T
M,SL Gr M,SlS Gr&T
M,SL
M,slf,SL M,slf
M,slf,SL
M,slf
M,slf,SL M,slf
M,slf,SL,Wd M,Wd,SL M,Wd
M,Wd,SL
Gr
M,O Br&Gr St,O dGr
St,SL gnGr&T
St vSt
St lGr vSt,SL gnGr
St,SL vSt,SlS,SL gnGr&T
St Gr vSt,SL gnGr&T vSt,cc,SL Gr SlS
M,slf gnGr&T
No Sample
St,slf St,slf,O
Gr&T
St,SlS,SL gnGr&T St,Wd,slf Gr St Br
O vSt Gr&Br
SlS St,SL,slf
Gr vSt,SL vSt,SL,O gnGr
St,cc,SL gnGr&T vSt gnGr M,SL Gr&T vSt gnGr vSt,SlS,SL
M,SL
gnGr&T
St St,cc
SlS M,SL
(31)
(37) slf (29)
St (11)
St,Wd,SL vSt,SlS,Wd,SL St,Wd,SL St,SL
Gr
St,SL Gr&T St,SL
SlS
St,SL,Wd
St,cc vSt St,cc vSt,slf,SL vSt,SL vSt,slf,SL vSt,SL
Gr
No Sample vSt,SL vSt,slf,SL gnGr
No Sample vSt,SlS,SL St,SL
SlS vSt,SL gnGr&T vSt,slf,cc,SL gnGr
No Sample
St,cc,SL,slf gnGr vSt,slf gnGr&T
GROUND EL. 5.94W or D10
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
C
C
C
C
E le v a ti o e t
-100
-110
-120
-130
-140
-150
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
New Orleans District of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T H
U R
R
IC
A N
E A
N D S
T O
R M D
A M
A G
E R
IS
K R
E D
U C
T
IO
N P
R O J E
C T
W E
S T S
H O
R E L
A K
E P
O N
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H A
R T
R A
IN
L
A
N E
W O
R L E
A N
S
B -1
.d g n s ta n p w -p w -s v c
-J
A N -2
S T
A N
T E
C C
O N
S U
L T
IN
G S
E R
V
IC
E S I
N C
P
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D R
A S S
T S
T E
N E
W O
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A N
S L
A
-1
D S
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E
New Orleans District of Engineers
US Army Corps
S T J
O H
N T
H E B
A P
T
IS
T P
A R
IS
H W
P -2
-B -0
R E
S E
R V
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E L
IE
F I -5
P
U M
P S
T A
T
IO
N S A
N D D
R A
IN
A G
E S
T R
U C
T U
R E
S
W S
L P -1
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
T
FO
A
NAISI
UO
S
TA
TE
L
CIVIL
EN
G
NIR
ENIG
IN
PROFESSIONAL ENGINEER
E
License No. 31527
THOMAS A. CANCIENNE III
J A
N U
A R
Y
3B-104
R
U E N
NORTH
PLAN
T
C A
N C
IE
N N
E
T
K E
L L
Y -B
R O
W N
H T
H
IB
O D
E A
U X
I- C
A N
A L
I-55 BORING LOG B-25U
B O
R
IN
G L
O G B -0
U D
G R
A N
D A
L
WP WLWN
ATTERBERG LIMITS
NOTES
- (UC) UNCONFINED COMPRESSION TEST
- (Q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (R) CONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (S) CONSOLIDATED - DRAINED DIRECT SHEAR TEST
% CRS = % COARSE SAND
BORING WAS TAKEN WITH A 5 INCH DIAMETER
STEEL TUBE PISTON TYPE SAMPLER
FOR SOIL BORING LEGEND SEE PLATE A
FOR LOCATION OF BORINGS SEE PLATE
FOR DETAILED TEST DATA SEE
WATER DEPTH 25.0 FT.
CONTRACTOR: EUSTIS ENGINEERING
GROUND ELEV. -19.71Org. CRSD10
BOR. B-25U
-10
-20
-30
-40
-50
-60
-70
-80
-90
-100
-110
-120
-130
-140
-150
TEST DATA
E le v a ti o e t
WET DENSITY
(lbs / cu. ft.)
80 100 12060 140
NORMAL STRESS
(tons / sq. ft.)
1 20 3
MC
WATER CONTENT % water by dry wt.
20 40 60 80 100 1200 140
PL LL
SHEAR STRENGTH
(tons / sq. ft)
0.1 0.2 0.3 0.4 0.5 0.6 0.70 0.8
DATE: 8/2/2019
-160
-170
5.70
1.35
1.11
0.82
0.89
1.61
1.01
1.03
0.86
1.26
0.82
1.23
1.21
1.07
0.92 vSo,Wd,rt (0)
O vSo,rt
Gr
No Sample vSo,O Gr&Br vSo,O
O vSo vSo,O vSo,Wd,O vSo,S,Wd vSo,Wd,O vSo,O,Wd vSo,Wd
So,Wd
So,O,Wd vSo,Wd
So,Wd
So,slf vSo,slf,Wd
So,slf
M,slf,SL
So,slf,SL
M,slf,SL
M,SL
So
So,slf
So,slf,SL
Gr
St gnGr
St,S Gr
St
St,SL
St,SlS,cc,SL
St,SL gnGr vSo,SL,Sl Gr
No Sample vSt,SL,cc gnGr&T vSt,SlS,O,SL Gr vSt,SL,cc
St,S
M,S gnGr&T
No Sample
CS,slf Gr
M,S,slf Gr&Br
M,cc,SL gnGr&Gr
St,Wd Gr&T
St,Wd Br&Gr
St,Wd,SL Gr&Br
St Gr vSt,SL gnGr vSt,SL gnGr&T vSt,SL
St,SL gnGr
St,SL Gr
St,SL gnGr&T
M Gr SlS
St,SL gnGr&T
CS Gr(2) vSo,S gnGr&T(2)
St,SlS,slf,SL
St,SS,slf,SL
SlS St,slf,SL
St,SL
Gr
St,SL Gr&T
St,SL Gr vSt,Wd,SL gnGr
St,Wd Gr vSt,Wd,SL gnGr vSt,cc,SL
SlS St,Wd,SL vSt,SL
So (3)
So,cc
Gr
(3)
St,SlS,Wd Gr&gnGr vSt,cc,SL gnGr
SlS vSt,cc,SL gnGr&T vSt,Wd,O Gr vSt,SL vSt,cc vSt,SL gnGr vSt,SlS,SL Gr&T vSt,SL gnGr vSt,slf,SL
St,slf SlS vSt,slf,SL vSt,slf,Wd,SL vSt,SS,Wd vSt,slf,Wd,SL
Gr vSt,slf gnGr vSt Gr vSt,slf
St,slf gnGr vSt,cc Gr&T
St,slf gnGr
M,cc
M gnGr&T
SlS
M,SL Gr&gnGr
S,CS
CS
Gr
St,SL Gr&T SlS
St Gr
0.0207
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
C
C
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
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D B
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C O
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S O
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N N
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S
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A T
E
S
IZ
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M A
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D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
New Orleans District of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T H
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R
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A N
E A
N D S
T O
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A M
A G
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K R
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T
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N P
R O J E
C T
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S T S
H O
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A K
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H A
R T
R A
IN
L
A
N E
W O
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A N
S
F
IL
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A M
E
U S
E R
D A
T E
S T
A N
T E
C C
O N
S U
L T
IN
G S
E R
V
IC
E S I
N C
P
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D R
A S S
T S
T E
N E
W O
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A N
S L
A
-1
D S
IZ
E
New Orleans District of Engineers
US Army Corps
S T J
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N T
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A P
T
IS
T P
A R
IS
H W
P -2
-B -0
R E
S E
R V
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IE
F I -5
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License No. 31527
THOMAS A. CANCIENNE III
J A
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PROFESSIONAL ENGINEER
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License No. 31527
THOMAS A. CANCIENNE III
J A
N U
A R
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V-101
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G K
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GENERAL LEGEND
LAPLACE
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SECTION= SEC.
RANGE EAST=RE
TOWNSHIP SOUTH= TS
DRAINAGE DITCH EASEMENT
PERPETUAL FLOOD PROTECTION LEVEE AND =PFPL & DDE
WEST SHORE - LAKE PONTCHARTRAIN, LOUISIANA
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LIMITS OF WORK
ROAD EASEMENT
CENTERLINE
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EXISTING GAS
OVERHEAD POWERLINE
SEPERATE CONTRACT.
ACCESS ROADS OUTSIDE OF THE PROJECT ROW ARE PROVIDED UNDER A 7.
ALL AZIMUTHS ARE 90° UNLESS OTHERWISE STATED.6.
AZIMUTHS SHWON ARE MEASURED CLOCKWISE FROM THE NORTH. 5.
AERIAL PHOTOGRAPHY FLOWN IN 2018.4.
REPRESENTED BY DASHED TICKS.
REPRESENTED BY SOLID TICKS AND LAMBER CONFORMAL CONIC PROJECTION IS
INSIDE PLAN AREAS, POLYCONIC PROJECTION 1983 NORTH AMERICAN DATUM US 3.
ELEVATIONS REFER TO NAVD88 (2009.55) UNLESS OTHERWISE NOTED.2.
ZONE (1702) NORTHAMAERICAN DATUM OF 1983 (NAD83).
LOUISIANA STATE PLANE HORIZONTAL COORDINATE SYSTEM (GRID PLANE), SOUTH
ORIGINAL DATA COMPILED IN US SURVEY FEET AND REFERENCED TO THE 1.
I-55 SITE, SEE SHEET C-004 FOR GENERAL ARRANGEMENT
GENERAL ARRANGEMENT
SHEET C-003 FOR
RESERVE SITE, SEE
WSLP 114 LOCATION MAP
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License No. 31527
THOMAS A. CANCIENNE III
J A
N U
A R
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G A
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D
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G S I
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2010 2011 2012
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FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN
10 20
FEB
10 20
MAR
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APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
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2013 2014 2015
JAN
FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
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0 0
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2016 2017 2018
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2019 2020 2021
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JAN
FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020
JAN
FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020
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ARE DEPENDENT UPON VAGARIES OF NATURE AND MAY DIFFER DRASTICALLY AT ANY TIME FROM ANY HISTORICAL PATTERN THAT MIGHT BE INFERRED.
THE SUCCESSFUL OFFEROR IS EXPECTED TO UNDERSTAND THE FACT THAT FUTURE WATER STAGES, DESPITE ANY APPARENT HISTORICAL PATTERNS, THESE HYDROGRAPHS DEPICT HISTORICAL FACT ONLY AND NO PREDICTION IS INTENDED AS TO FUTURE WATER STAGES.
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License No. 31527
THOMAS A. CANCIENNE III
J A
N U
A R
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SHELL 4" ETHYLENE PIPELINE SHOWN AT PROPOSED RELOCATION DONE BY 4.
FLOODWALL.
ABANDONED CSX 6" GAS PIPELINE TO BE REMOVED AS REQUIRED TO CONSTRUCT 3.
CONSTRUCTION.
CONTRACTOR TO VERIFY ACTUAL LOCATION OF UTILITIES PRIOR TO 2.
CONDUCTED FOR CPRA, WEST SHORE LAKE PONCHARTRAIN PROJECT (PO-0062).
THROUGH AUGUST 18, 2020 BY T. BAKER SMITH, LLC. THE SURVEY WAS
UTILITIES INFORMATION OBTAINED FROM A SURVEY PERFORMED AUGUST 3, 2020 1.
IS AVAILABLE UPON REQUEST.
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License No. 31527
THOMAS A. CANCIENNE III
J A
N U
A R
Y
50' 100'0
NEW PFPL AND DDE
NEW PFPL AND DDE
NEW PFPL AND DDE AREA
L
IM
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S
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| H448294_OV-0_G-001 |
| References |
| H448294V_G-BS----.dgn, ANSI D |
| H448294_OV-0_G-004.pdf |
| H448294_OV-0_G-004 |
| References |
| PW_WORKDIR:d0124799 |
| H448294V_G-BS----.dgn |
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