Milan Big Island-PLAN_SET_SOL-2024-04-26.pdf
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- Attached to
- Milan/Big Island Flood Repairs
- Solicitation number
- W912EK24B0005
About this file
This document appears to be an Invitation for Bid (IFB) for the Milan-Big Island Levee repair project. The Department of the Army Corps of Engineers Engineering District Rock Island is seeking bids from HubZone small businesses to perform the repairs, with an estimated contract value between $1,000,000 and $5,000,000. The scope of work is outlined in Section 01-11-00 of the specifications. The contract completion period is 275 calendar days from the notice to proceed. All questions must be submitted via the Projnet system. The IFB, related specifications, and drawings can be found in the attachments and links for Solicitation Number W912EK24B0005.
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2023 EVENT PL84-99 FLOOD REPAIRS
ROCK ISLAND, IL
MILAN/BIG ISLAND LEVEE AND DRAINAGE DISTRICT
MISSISSIPPI RIVER BASIN
ROCK ISLAND DISTRICT
W
E K
B
W912EK24B0005
PROJECT LOCATION
ELEVATION - GATEWELL C - GATE STEM REPLACEMENTM-201
MECHANICAL
CROSS SECTION - REPAIR AREA 5 C-309
CROSS SECTIONS - REPAIR AREA 4 - STA 3+00 TO STA 4+70C-308
CROSS SECTIONS - REPAIR AREA 4 - STA 0+00 TO STA 2+50C-307
CROSS SECTIONS - REPAIR AREA 3 - STA 2+50 TO STA 4+40C-306
CROSS SECTIONS - REPAIR AREA 3 - STA 0+00 TO STA 2+50C-305
CROSS SECTIONS - REPAIR AREAS 1 AND 2C-304
TYPICAL SECTIONS - REPAIR AREA 6 AND KEY-INC-303
TYPICAL SECTIONS - REPAIR AREAS 4 AND 5C-302
TYPICAL SECTIONS - REPAIR AREAS 1, 2, AND 3C-301
PLANS - REPAIR AREAS 4, 5, AND 6C-103
PLANS - REPAIR AREAS 1, 2, AND 3C-102
SITE PLANC-101
CIVIL
PLAN - SURVEY CONTROLV-101
SURVEY
ABBREVIATIONSG-003
LEGEND AND GENERAL NOTESG-002
COVER SHEETG-001
GENERAL
SHEET TITLE SHEET ID
SHEET INDEX
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APPROVAL RECOMMENDED BY:
DATE
DATE
DATE
DATE
DATE
GEOTECHNICAL BRANCHCHIEF,
DESIGN BRANCHCHIEF,
TECHNICAL SERVICES BRANCHCHIEF,
ENGINEERING & CONSTRUCTION DIVISIONCHIEF,
HYDROLOGY & HYDRAULICS BRANCHCHIEF, OF ALL DRAWINGS IN THIS SET.
SIGNATURES INDICATE OFFICIAL RECOMMENDATION
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
DOCUMENTS WITHIN THE SCOPE OF THEIR
INDIVIDUALS APPEAR ON THESE PROJECT
SIGNATURES AND REGISTRATION DESIGNATIONS OF
DISTRICT CORPS OF ENGINEERS. THE INITIALS OR
THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND
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ISSUE DATE: MAY 2024
CONTRACT NO:
SOLICITATION NO:
of Engineers
US Army Corps
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LEGEND GENERAL NOTES
IN THE CONTRACT DRAWING SET.
TOLERANCES TAKE PRECEDENCE OVER OFFSET DISTANCES INDICATED
ALIGNMENTS, ELEVATIONS, AND SLOPES, ALONG WITH CONSTRUCTION
CONTRACTING OFFICERS CONSIDERATION, THE DESIGN TEMPLATE
TEMPLATE AND EXISTING CONDITIONS SHOULD BE NOTED FOR THE
REVIEWED AND ANY DIFFERENCE IN THE APPLICATION OF THE DESIGN
SURVEY, DATA, PLANS, PROFILES, AND CROSS SECTIONS SHOULD BE
CONDITIONS. FOLLOWING COLLECTION OF DATA FROM THE PRELIMINARY
LINES, AND OFFSETS DO NOT NECESSARILY REPRESENT CURRENT
GOVERNMENT PROVIDED SURVEY, ELEVATION DATA, EXISTING GROUND 18.
SEEDING OF DISTURBED AREAS IS PER THE SPECIFICATIONS.17.
ROUTE TO THE SITE.
OFFICER. THE CONTRACTOR SHALL VERIFY ACCESS REQUIREMENTS AND
COMMISSIONERS, THE DRAINAGE DISTRICT, AND THE CONTRACTING
THE CONTRACTOR SHALL COORDINATE ALL ROAD ACCESS WITH THE ROAD 16.
PROJECT COMPLETION.
MINIMIZED AND REPAIRED TO PRE-PROJECT CONDITIONS PRIOR TO
DAMAGE TO THE LEVEE CAUSED BY CONSTRUCTION ACTIVITIES SHALL BE 15.
ANY ROADWAYS OR TRAILS DAMAGED DUE TO CONSTRUCTION ACTIVITIES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/REPLACEMENT OF 14.
THE CONTRACTOR SHALL FIELD VERIFY ELEVATIONS.13.
00 73 05 AND 02 21 00.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEYS AS SPECIFIED IN 12.
ENVIRONMENTAL REQUIREMENTS.
REFER TO SPECIFICATIONS SECTIONS 00 73 05 AND 01 57 19 FOR 11.
AS SPECIFIED.
POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE NPDES PERMIT
THE CONTRACTOR SHALL PREPARE AND SUBMIT A STORMWATER 10.
WATER PERMIT PRIOR TO INITIATING CONSTRUCTION.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A NPDES STORM 9.
INFORMATION FOR THE MISSISSIPPI RIVER AND ROCK RIVER.
SEE SPECIFICATIONS SECTION 00 73 05 FOR HYDRAULIC DATA AND GAGE 8.
OFFICER PRIOR TO ANY WORK STARTING.
STAKED BY THE CONTRACTOR AND APPROVED BY THE CONTRACTING
THE LAYOUT OF THE PROJECT FEATURES AS SHOWN SHALL BE FIELD 7.
CONTRACTORS REQUEST.
ELECTRONICALLY VIA CAD FILE UPON AWARD OF CONTRACT AT
CONSTRUCTION WORK LIMITS AND ALIGNMENTS WILL BE PROVIDED 6.
CONSTRUCTION.
RESPONSIBLE FOR REPAIRING ANY UTILITIES DAMAGED DURING
SITE AND AT STAGING AREAS PRIOR TO BEGINNING WORK AND SHALL BE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING UTILITIES ON 5.
WITH THE CONTRACTING OFFICER.
THE GOVERNMENT. ADDITIONAL STAGING AREAS SHALL BE COORDINATED
OR OTHER ITEMS PRIOR TO FLOOD EVENTS AT NO ADDITIONAL COST TO
RESPONSIBLE FOR PROTECTING OR REMOVING ANY STAGED EQUIPMENT
REMAIN WITHIN THE WORK LIMITS SHOWN. THE CONTRACTOR IS
STAGING SHALL BE COORDINATED WITH THE CONTRACTING OFFICER AND 4.
THERE ARE MULTIPLE DISTINCT REPAIR AREAS.3.
ACCESS TO THE SITE IS BY VEHICULAR ACCESS ONLY.2.
MISSISSIPPI RIVER (POOL 16).
UPSTREAM OF THE CONFULENCE OF THE ROCK RIVER INTO THE
RIVER BETWEEN RIVERMILES 0.8 AND 5.6 SOUTH BANK OF THE ROCK
THE PROJECT IS LOCATED IN ROCK ISLAND COUNTY, ILLINOIS ON THE 1.
554.20
CLEARING LIMITS
SEEDING AREA
PERMANENT REAL ESTATE RIGHTS
RIPRAP (PLAN VIEW)
US HIGHWAY
STATE HIGHWAY
INTERSTATE HIGHWAY
WATER ELEVATION
RIVERMILE
FLOW ARROW
RIPRAP (SECTION VIEW)
CONTROL POINT
BORING LOCATION
NORTH INDICATOR
WINGDAM
BREAKLINE
TREE CLEARING LIMITS
CONSTRUCTION WORK LIMITS
CENTERLINE
EXISTING GROUND
FLOW
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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
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CIRCULARCIRC
CAST-IN-PLACECIP
CURB INLETCI
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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
CATCH BASINCB
CAPACITYCAP
CABINETCAB
BOTH WAYSBW
BUILT-UP ROOFINGBUR
BETWEENBTWN
BTU PER HOURBtuH
BRITISH THERMAL UNITBtu
BASEMENTBSMT
BOTH SIDESBS
BRONZEBRZ
BRACKETBRKT
BRICKBRK
BEARING PLATEBRG PL
BEARINGBRG
BRIDGINGBRDG
BRACINGBRCG
BACK PLASTER(ED)BP
BOTTOMBOT
BOTTOM OFBO
BENCHMARKBM
BELOWBLW
BUILDINGBLDG
BUILDING LINEBL
BED JOINTBJT
BITUMINOUSBITUM
BEVELBEV
BRICK EXPANSION JOINTBEJ
BOUNDARYBDRY
BOARDBD
BOOKCASEBC
BULLETIN BOARDBB
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
ALTERNATEALT
ACTIVE LEAFA.L.
AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC
AMPERE INTERRUPTING CAPACITYAIC
AREA INLETAI
AIR HANDLING UNITAHU
ANCHOR AHR
AGGREGATEAGGR
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AUTOMATIC DOOR OPERATORADO
ADJACENT, ADJOINING, ADJUSTABLEADJ
ADHESIVEADH
ADDENDUMADDM
ACOUSTICAL CEILING TILEACT
ACOUSTICACST
ALUMINUM CABLE STEEL REINFORCEDACSR
ACCESS PANELACS PNL
ACCESS DOORACS DR
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AMERICAN CONCRETE INSTITUTEACI
ACCESSIBLEACC
ALTERNATING CURRENTAC
ABOVEABV
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AIR CONDITIONINGA/C
ANGLEL
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
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
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ELECTRIC WATER COOLEREWC
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ESCALATORESCAL
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EPOXY COATINGEPY
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DIRECT EXPANSIONDX
DUMBWAITERDWTR
DRAWERDWR
DOWELSDWLS
DRAWINGDWG
DOVETAIL DVTL
DRAIN TILEDT
DOWNSPOUTDS
DOUBLE STRENGTH (GLASS)DS
DOOR CLOSERDR CL
DRAINBOARDDRB
DRAINDR
DOORDR
DOWNDN
DEMOUNTABLEDMT
DAMPERDMPR
DAMPPROOFINGDMPF
DEAD LOADDL
DIVISIONDIV
DISTRIBUTION PANELDISTR PNL
DISPENSERDISP
DISCONNECTDISC
DIMENSIONDIM
DIAGONALDIAG
DIAMETERDIA
DUCT HEATERDH
DOUBLE HUNGDH
DRINKING FOUNTAINDF
DETAILDET
DEPARTMENTDEPT
DEPRESSIONDEPR
DEMOLITIONDEMO
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DUMMY CONTROL JOINTDCJT
DOWELED CONTROL JOINTDCJ
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DOUBLEDBL
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DATUMDAT
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CYLINDERCYL
COLD WATERCW
CONDUCTIVE VINYL HOMOGENEOUS (SHEET TYPE)CVH
CEILING VENTCV
CUBIC YARDSCU YD
CABINET UNIT HEATERCUH
CUBIC FEETCU FT
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CERAMIC TILECT
CASEMENTCSMT
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CAST STONECS
COURSE(S)CRS
CROSS GRAINCRG
CORROSIVE RESISTANT STEELCRES
CIRCUMFERENCECRCMF
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CORRIDORCORR
LAG BOLTLB
LAVATORYLAV
LAUNDRYLAU
LEAVING AIR TEMPERATURELAT
LAMINATELAM
LADDERLAD
LABORATORYLAB
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KILOVOLT AMPERES REACTIVEkVAR
KILOVOLT AMPERESkVA
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KILOPOUND (1000 POUNDS)KIP
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IRON PIPE SIZEIPS
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HEATERHTR
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HOURHR
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HIGH PRESSUREHP
HORIZONTALHORIZ
HANDRAILHNDRL
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HARDWOODHDWD
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GYPSUM PLASTERGYP PLAS
GYPSUM BOARDGYP BD
GYPSUMGYP
GLAZED WALL TILEGWT
GROUTGT
GLAZED STRUCTURAL UNITSGSU
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GALLONS PER MINUTEGPM
GOVERNMENTGOVT
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GLASS FIBERGLF
GLASS BLOCKGL BLK
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GALVANIZED IRON PIPEGIP
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GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLEDGFE/CI
GOVERNMENT-FURNISHED EQUIPMENTGFE
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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
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
PERFORATE(D)PERF
PEDESTALPED
PAVEMENT DRAINPD
CEMENT PLASTER (PORTLAND)PCP
POUNDS PER CUBIC FOOTPCF
PRECAST CONCRETEPCC
PIECEPC
PUSH BUTTON STATIONPBS
PARTICLE BOARDPBD
PANIC BARPB
PARALLELPAR
PUBLIC ADDRESSPA
POLEP
OBSCURE WIRED GLASSOWGL
OUTSIDE SCREW AND YOKEOS & Y
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
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
NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNEMA
NATIONAL ELECTRICAL CODENEC
NORMALLY CLOSEDNC
NATURALNAT
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
LAWN SPRINKLERLS
LIVING ROOMLR
LOW POINTLPT
LIGHTPROOF LOUVERLPL
LIGHTPROOF DOORLPD
LIGHTPROOFLP
LONGITUDINALLONG
LINTELLNTL
LIMESTONELMST
LUMENLM
LEAD-LINED DOORLLD
LIVE LOADLL
LOCKERLKR
LINEARLIN
LEFT HAND(ED)LH
LENGTHLG
LOADINGLDG
LOADLD
LIGHT CONTROLLC
LUMBERLBR
LABELLBL
POUNDLB
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
STRUCTURAL FACING UNITSFU
STRUCTURAL FACING TILE UNITSFTU
SAFETY GLASSSFGL
SEQUENCESEQ
SECTIONSECT
STEEL DOOR INSTITUTESDI
STORM DRAINSD
STRUCTURAL CLAY TILESCT
SCREENSCRN
SCHEDULESCHED
SOLID CORESC
SECURITY BARSS.B.
SPLASH BLOCKSB
SUPPLY AIRSA
SOUTHS
RAINWATER CONDUCTORRWC
RIVETRVT
REVERSERVS
RUBBER TILE FLOORRTF
RAISED PATTERN RUBBER TILERPRT
REVOLUTIONS PER MINUTERPM
RETRACTABLE PARTITIONRP
RIGHT OF WAYROW
ROUGH OPENINGRO
ROUNDRND
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
PREFABRICATE(D)PREFAB
PAIRPR
PARTS PER MILLIONPPM
POLISHED PLATE GLASSPPGL
PORTABLEPORT
PORCELAINPORC
POLISHEDPOL
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
PERIMETERPERIM
YARD DRAINYD
YARDYD
TRANSFORMERXFMR
WELDED WIRE REINFORCEMENTWWR
WELDED WIRE MESHWWM
WELDED WIRE FABRICWWF
WALL TO WALLW/W
WIDTHWTH
WEIGHTWT
WAINSCOTWSCT
WASTE STACKW.S.
WATERSTOPWS
WARDROBEWRB
WASTE RECEPTACLEWR
WORKING POINTWP
WEATHERPROOFWP
WATERPROOF(ING)WP
WITHOUTW/O
WIRE MESHWM
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
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
VENTILATOR(TION)VENT
VAULT DOORVD
VITRIFIED CLAY TILEVCT
VINYL COMPOSITION TILEVCT
VINYL BASEVB
VARNISHVAR
VOLTV
UNIT VENTILATORUV
UTILITYUTIL
URINALUR
UNINTERRUPTABLE POWER SUPPLYUPS
UNFINISHEDUNFIN
UNEXCAVATEDUNEX
UNDERWRITERS LABORATORIESUL
UNIT HEATERUH
UNDERGROUNDUGND
UNIT COOLERUC
TYPICALTYP
TELEVISIONTV
THERMOSTATTSTAT
TRANSVERSETRANS
TRANSOMTRANS
TOILET PARTITIONTPTN
TOILET PAPER DISPENSERTPD
TOP OF WALLTOW
TOP OF STEELTOS
TOP OF SLABTOS
TOPOGRAPHYTOPO
TOLERANCETOL
TOP OFTO
TACKSTRIPTKS
TACKBOARDTK BD
THRESHOLDTHRES
THICK(NESS)THK
TRUSS HEADTH
TOGGLETGL
TONGUE AND GROOVET&G
TERMINALTERM
TERRAZZOTER
TEMPORARYTEMP
TEMPERATURETEMP
TELEPHONETEL
TERRA COTTATC
TOWEL BARTB
TANGENTTAN
TREADT
SYSTEMSYS
SYNTHETICSYNTH
SYMMETRICALSYMM
SWITCHBOARDSWBD
SWITCHSW
SHEET VINYL SV
SUSPENDEDSUSP
SUBFLOORSUB FL
STAIRWAYSTWY
STRUCTURALSTRUCT
STRINGERSTR
STATIC PRESSUREST PR
STORAGESTOR
STEELSTL
SEATINGSTG
STANDARDSTD
STATIONSTA
STAINLESS STEELSST
STANDING SEAM (ROOF)SS
SERVICE SINKSS
SHELF AND RODS&R
SQUARE HEADSQHD
SQUARESQ
SPEAKERSPKR
SPACE HEATERSPH
SPECIAL FINISHSP FIN
SOUNDPROOFSPF
SPECIFICATIONSPEC
ABBREVIATIONS
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
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L A
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D R
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IS
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M
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B
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B
SET 5/8" REBAR570.852176140.011749474.5923-235-465
FOUND 5/8" REBAR WITH 2.5" ALUM USACE CAP STAMPED 2568.352176457.631749391.574137
SET 5\8" REBAR W/ PINK CAP573.422185928.251743928.92
SET 5/8" REBAR WITH 2.5" ALUM USACE CAP STAMPED 1572.232182495.721744617.161
DESCRIPTIONELEVATION EASTINGNORTHINGPOINT NAME
�SURVEY CONTROL POINTS
A1 SCALE: 1" = 500'
PLAN - SURVEY CONTROL
23-235-465
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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
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S O
L
IC
IT
A
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N N
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IS
S
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D A
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S
IZ
E
M A
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D E
S C
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IP
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N D
A T
E
SHEET ID
C O
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/T .O
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C T
C O
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®of Engineers US Army Corps
U .S
A
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CONTRACTORS REQUEST.
CONVERSION FROM NAVD88 TO MSL1912 WILL BE PROVIDED AT 3.
ALL ELEVATIONS IN THIS PLAN SET ARE IN NAVD88, GEOID 18.
VERTICAL DATUM: NAVD88, GEOID 18
HORIZONTAL DATUM: NAD83/2011, IL WEST, US SURVEY FEET2.
FIELD WORK COMPLETED AUGUST 23 AND SEPTEMBER 5, 2023. (FC-23-3)1.
GENERAL NOTES
NORTH
PLAN
0 500' 1000'
MILAN
ROCK ISLAND
BIG ISLAND
BIG ISLAND RD
VANDRUFT ISLAND
INDIAN ISLAND
H
EN
N
EPIN
C
AN
AL
R O C K R
IVER
FLO
W
FLO
W
T
H S
T W
1ST AVE W
C K
I S
L A
N D
IL
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L A
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L A
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H
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C-101
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A M
C C
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B
SEE SHEET C-102
REPAIR AREA 1
SEE SHEET C-102
REPAIR AREA 2
SEE SHEET C-102
REPAIR AREA 3
SEE SHEET C-103
REPAIR AREA 4
SEE SHEET C-103
REPAIR AREA 5
SEE SHEET C-103
REPAIR AREA 6
SEE SHEET M-201
REPAIR GATEWELL C
LEVEE CENTERLINE
CONSTRUCTION WORK LIMITS
S1
S2
S4S5
2176251.711749235.52S5
2176409.461749231.00S4
2176414.041749337.53S3
2176394.911749340.28S2
2176256.101749360.28S1
EASTINGNORTHINGPOINT
STAGING AREA
EXISTING RIPRAP TYP
A1
SCALE: 1" = 200'
SITE PLAN
S3
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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54TH AVE W
F L O
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SMITH ISLAND
AREA
STAGING
RESTORED TO PRE-PROJECT CONDITIONS AT THE CONTRACTORS EXPENSE.
ANY DAMAGE TO EXISTING ROADWAYS AND LEVEE RAMPS SHALL BE 5.
BLEND NEW RIPRAP INTO ADJACENT EXISTING RIPRAP.4.
REPAIR USES ONLY.
CONTRACT STATION DOES NOT MATCH THE NLD AND IS TO BE USED FOR
LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE DATABASE (NLD). 3.
03 62 16 AND SECTION 35 20 16.
GATEWELL C REPAIRS TO BE COMPLETED PER SPECIFICATION SECTION 2.
27TH STREET WEST.
LAND ACCESS TO PROJECT IS VIA US HIGHWAY 67 TO BIG ISLAND ROAD TO 1.
GENERAL SHEET NOTES
NORTH
PLAN
400'0 200'
C K
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L A
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IN
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A1
SCALE: 1" = 20'
PLAN - REPAIR AREA 1 - STA 0+00 TO STA 0+47
A11
SCALE: 1" = 20'
PLAN - REPAIR AREA 2 - STA 0+00 TO STA 1+47
PLACE RIPRAP
PLACE RIPRAP
PLACE RIPRAP
CONSTRUCTION WORK LIMITS
CONSTRUCTION WORK LIMITS
CONSTRUCTION WORK LIMITS
TIE INTO EXISTING RIPRAP
TIE INTO EXISTING RIPRAP
TIE INTO EXISTING RIPRAP
TIE INTO EXISTING RIPRAP
TIE INTO EXISTING RIPRAP
FROM STA 2+55.40 TO STA 3+00
RELATIVE TO LEVEE CENTERLINE
EL 567.12 TO EL 555.0 AT A 30 DEGREE ANGLE
TRANSITION RIPRAP TOP ELEVATION FROM
FROM EL 560.0 TO EL 555.0
TRANSITION RIPRAP TOP ELEVATION
H1
SCALE: 1" = 30'
PLAN - REPAIR AREA 3
2177307.721748073.01C5
2177306.431748002.94C4
2177364.141748003.12C3
2177364.141748063.61C2
2177352.311748096.01C1
EASTINGNORTHINGPOINT
CLEARING LIMITS - AREA 1
2176899.131748093.44C4
2176823.501748085.02C3
2176911.421748004.95C2
2176920.171748073.86C1
EASTINGNORTHINGPOINT
CLEARING LIMITS - AREA 2
2176729.691748373.09C7
2176538.431748386.89C6
2176535.671748412.48C5
2176461.121748406.34C4
2176807.571748245.47C3
2176892.471748285.39C2
2176871.831748355.25C1
EASTINGNORTHINGPOINT
CLEARING LIMITS - AREA 3
CLEARING LIMITS
CLEARING LIMITS
CLEARING LIMITS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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NLD STA 272+49 = STA 4+40
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NORTH
PLAN
NORTH
PLAN
BIG ISLAND RD
T H
S T
W
BIG ISLAND RD
20' 40'020' 40'0
CLEAR TREES WITHIN LIMITS SHOWN.2.
SEE SHEETS C-304 - C-306 FOR GRADING EXTENTS.1.
GENERAL SHEET NOTES
NORTH
PLAN
30' 60'0
C1
C2
C3
C4
C4
C5
C1
C2
C3
C1
C2
C3
C4 C5
C6
C7
C-301
L1
C-301
F1
C-301
A1
C-301
A11
C-303
M1
C-301
F11
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
A N
S I
D
S O
L
IC
IT
A
T
IO
N
E V
E N
T P
L
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F
L O
O D
R E
P A
IR
S
R O
C K
I S
L A
N D
IL
M
IL
A N
/B
IG
I S
L A
N D
L E
V E
E A
N D
D R
A
IN
A G
E D
IS
T
R
IC
T
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
/0
H
E D
D L
E S
T
P A
IR
A
R E
A S
A N
D
P L
A N
S
C-103
C
C U
T K
O M
P
T
T A
E
B
IG
IS
L
A M
C C
L A
N A
H
E K
B
H1
SCALE: 1" = 50'
PLAN - REPAIR AREA 6 - STA 0+00 TO STA 8+60
A1
SCALE: 1" = 50'
PLAN - REPAIR AREA 4 - STA 0+00 TO STA 4+70
A11
SCALE: 1" = 50'
PLAN - REPAIR AREA 5 - STA 0+00 TO STA 0+40
PLACE RIPRAP
PLACE RIPRAP
CONSTRUCTION WORK LIMITS
APPLY HERBICIDE, DISK, SEED
CONSTRUCTION WORK LIMITS
CONSTRUCTION WORK LIMITS
TIE INTO EXISTING RIPRAP
TIE INTO EXISTING RIPRAP
TIE INTO EXISTING RIPRAP
FROM STA 0+00 TO STA 0+42
RELATIVE TO LEVEE CENTERLINE
EL 560.0 TO EL 555.0 AT A 30 DEGREE ANGLE
TRANSITION RIPRAP TOP ELEVATION FROM
DO NOT DISTURB
EXISTING STRUCTURE
GATEWELL AND GATEWELL OUTLET
2176549.331748810.71C6
2176562.791748986.06C5
2176557.141749258.94C4
2176470.181749257.54C3
2176465.321748787.08C2
2176543.461748781.70C1
EASTINGNORTHINGPOINT
CLEARING LIMITS - AREA 4
2176541.971749452.08C4
2176468.771749403.12C3
2176471.271749363.31C2
2176545.161749360.65C1
EASTINGNORTHINGPOINT
CLEARING LIMITS - AREA 5
CLEARING LIMITS
CLEARING LIMITS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
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M
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P
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B M
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B Y
C H
E C
K E
D B
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D R
A W
N B
Y
D E
S
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D B
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S O
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IC
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A
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N N
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D A
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S I Z
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M A
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D E
S C
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IP
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A T
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SHEET ID
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US Army Corps
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D S
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,1
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.1
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,2
.5
D S
T A
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T A
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.7
N ,7
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.1
N
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T A
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T A
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.8
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,4
.2
N ,7
,3
.3
N
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T A
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.3
N ,7
,4
.0
N L
D S
T A
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T A
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B
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.1
N ,7
,6
.8
N L
D S
T A
S
T A
P O
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.1
S
T
.7
S
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.9
S
T
.4
S
T
.1
S
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S p e c if ic W o rk
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NORTH
PLAN
NORTH
PLAN
NORTH
PLAN
50' 100'0
T
H S
T W
27TH ST W
27TH ST W
R
D A
V E
W
R
D A
V E
W
50' 100'0 50' 100'0
STAGING AREA
STAGING AREA
STAGING AREA
CLEAR TREES WITHIN LIMITS SHOWN.2.
SEE SHEETS C-307 - C-308 FOR GRADING EXTENTS.1.
GENERAL SHEET NOTES
C1
C2 C3
C4
C5
C6
C1
C2
C3
C4
C-302
L1
C-302
F1
C-303
A1
C-303
G1
C-303
M1
C-302
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
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A N
S I
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P A
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C K
I S
L A
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IL
M
IL
A N
/B
IG
I S
L A
N D
L E
V E
E A
N D
D R
A
IN
A G
E D
IS
T
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IC
T
M
IS
S
IS
S
IP
P I
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IV
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B A
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IN
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H
E D
D L
E S
T
P A
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A
R E
A S
A N
D
T Y
P
IC
A L
S E
C T
IO
N
S
C-301
C
C U
T K
O M
P
T
T A
E
B
IG
IS
L
A M
C C
L A
N A
H
E K
B
EXISTING GROUND
5' CLEARING, GRUBBING, STRIPPING AND STONE PLACEMENT
SEED
GRUBBING AND STONE PLACEMENT
3H:1V SLOPE FOLLOWING CLEARING,
GRADE TO NO STEEPER THAN A
EXISTING GROUND
SEED
CLEARING, GRUBBING, STRIPPING AND STONE PLACEMENT
GRUBBING, STRIPPING AND STONE PLACEMENT
3H:1V SLOPE FOLLOWING CLEARING,
GRADE TO NO STEEPER THAN A
IL DOT RR3 RIPRAP
PLACE MIN 18"
L1
SCALE: 1" = 8'
TYPICAL SECTION - REPAIR AREA 1
CLEARING, GRUBBING, STRIPPING AND STONE PLACEMENT5'
SEED
IL DOT RR3 RIPRAP
PLACE MIN 18"
EXISTING GROUND
A11
SCALE: 1" = 8'
TYPICAL SECTION - REPAIR AREA 3 - STA 3+00 TO STA 4+00
A1
SCALE: 1" = 8'
TYPICAL SECTION - REPAIR AREA 3 - STA 0+00 TO STA 3+00
7.5'
IL DOT RR3 RIPRAP
PLACE MIN 18"
CLEARING, GRUBBING, STRIPPING AND STONE PLACEMENT5'
SEED
GRUBBING, STRIPPING AND STONE PLACEMENT
3H:1V SLOPE FOLLOWING CLEARING,
GRADE TO NO STEEPER THAN A
TRANSITION RIPRAP TO EL 567.12
FROM STA 2+55 TO STA 3+00
AREA
ALONG LENGTH OF REPAIR
EL 560.0 TO EL 555.0
EVENLY TRANSITION FROM
7.5'
7.5'
7.5'
IL DOT RR3 RIPRAP
PLACE MIN 18"
TO TOP OF BANK
MATCH RIPRAP
F1
SCALE: 1" = 8'
TYPICAL SECTION - REPAIR AREA 2
F11
SCALE: 1" = 8'
TYPICAL SECTION - REPAIR AREA 3 - STA 4+00 TO STA 4+40
CLEARING, GRUBBING, STRIPPING AND STONE PLACEMENT
SEED
IL DOT RR3 RIPRAP
PLACE MIN 18"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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
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D B
Y
D R
A W
N B
Y
D E
S
IG
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D B
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SHEET ID
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EL 551.00
LANDSIDE
CL
RIVERSIDE
LANDSIDE RIVERSIDE
CL
EL 560.00
EL 552.50
0 8'4' 16'
CL
EL 551.50
LANDSIDE RIVERSIDE
0 8'4' 16' 0 8'4' 16'
LC
EL 551.50
EL VARIES
RIVERSIDELANDSIDE
EL 555.00
554.20
554.20
554.20
554.20
TOP OF GRADED MATERIAL PRIOR TO SEEDING.
STOCKPILE STRIPPED MATERIAL WITHIN THE WORK LIMITS AND PLACE ON 7.
SLOPE ALONG THE LENGTH OF THE LEVEE.
WITHIN THE WORKS LIMITS IN ORDER TO ACHIEVE A CONSISTENTLY EVEN
GRADED MATERIAL MAY BE SPREAD ON ADJACENT RIVERSIDE LEVEE SLOPE 6.
THE LINES AND GRADES SHOWN.
PLACE RIPRAP IN ACCORDANCE WITH SPECIFICATIONS SECTION 35 31 19 TO 5.
DURATION ELEVATION. REFER TO RIVERGAGES.COM FOR DAILY STAGE DATA.
MEDIAN ANNUAL WATER LEVEL, WHICH IS THE 50% ANNUAL EXCEEDANCE
WATER ELEVATION SHOWN FOR THE MISSISSIPPI RIVER CORRESPONDS TO 4.
AND LOCAL LAWS.
FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE,
TREES AND DEBRIS FROM CLEARING AND GRUBBING SHALL BE REMOVED 3.
ACHIEVE A CONSISTENTLY EVEN SLOPE ALONG THE LENGTH OF THE LEVEE.
ADJACENT RIVERSIDE LEVEE SLOPE WITHIN THE WORK LIMITS IN ORDER TO
MATCHING ADJACENT LEVEE. GRADED MATERAIL MAY BE SPREAD ON
AFTER CLEARING AND GRUBBING, GRADE LEVEE TO A MIN 3H:1V SLOPE, 2.
31 11 00.
CLEAR, GRUB, AND STRIP IN ACCORDANCE WITH SPECIFICATIONS SECTION 1.
GENERAL SHEET NOTES
0 8'4' 16' 0 8'4' 16'
554.20
L
RIVERSIDELANDSIDE
EL VARIES
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
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IS
T R
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A N
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L A
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IL
M
IL
A N
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IG
I S
L A
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L E
V E
E A
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D R
A
IN
A G
E D
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IC
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IS
S
IS
S
IP
P I
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IV
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B A
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IN
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H
E D
D L
E S
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P A
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A
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A S
A
N D
T Y
P
IC
A L
S E
C T
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N
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C-302
C
C U
T K
O M
P
T
T A
E
B
IG
IS
L
A M
C C
L A
N A
H
E K
B
SCALE: 1" = 8'
TYPICAL SECTION - REPAIR AREA 5 - STA 0+00 TO STA 0+40
A1
SCALE: 1" = 8'
TYPICAL SECTION - REPAIR AREA 4 - STA 2+00 TO STA 4+70
F1
IL DOT RR3 RIPRAP
PLACE MIN 18"
EXISTING GROUND
5'
SEED
CLEARING, GRUBBING, STRIPPING AND STONE PLACEMENT
PLACEMENT
GRUBBING, STRIPPING AND STONE
CLEARING, 3H:1V SLOPE FOLLOWING
GRADE TO NO STEEPER THAN A
IL DOT RR3 RIPRAP
PLACE MIN 18"
EXISTING GROUND
CLEARING, GRUBBING, STRIPPING AND STONE PLACEMENT
EXISTING GROUND
IL DOT RR3 RIPRAP
PLACE MIN 18"
SEED
CLEARING, GRUBBING, STRIPPING AND STONE PLACEMENT
L1
SCALE: 1" = 8'
TYPICAL SECTION - REPAIR AREA 4 - STA 0+00 TO STA 2+00
5'
5'
SEED
PLACEMENT
GRUBBING, STRIPPING AND STONE
CLEARING, 3H:1V SLOPE FOLLOWING
GRADE TO NO STEEPER THAN A
PLACEMENT
GRUBBING, STRIPPING AND STONE
CLEARING, 3H:1V SLOPE FOLLOWING
GRADE TO NO STEEPER THAN A
7.5'
7.5'
7.5'
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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
S O
L
IC
IT
A
T
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N N
O
IS
S
U E
D A
T E
S I Z
E
M A
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D E
S C
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SHEET ID
C O
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US Army Corps
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IG
IS
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EL 555.00
EL 550.00
CL
LANDSIDE RIVERSIDE
CL
EL 560.00
EL 550.00
LANDSIDE RIVERSIDE
CL
LANDSIDE RIVERSIDE
EL 555.00
EL 550.00
0 8'4' 16'
0 8'4' 16'
0 8'4' 16'
554.20
554.20
554.20
TOP OF GRADED MATERIAL PRIOR TO SEEDING.
STOCKPILE STRIPPED MATERIAL WITHIN THE WORK LIMITS AND PLACE ON 9.
BLEND NEW RIPRAP INTO OLD RIPRAP TO MAINTAIN A SMOOTH SLOPE.8.
SLOPE ALONG THE LENGTH OF THE LEVEE.
WITHIN THE WORK LIMITS IN ORDER TO ACHEIVE A CONSISTENTLY EVEN
GRADED MATERIAL MAY BE SPREAD ON ADJACENT RIVERSIDE LEVEE SLOPE 7.
ON THE LEVEE SHALL BE RESTORED AND SEEDED.
ACCESS TO THE PROJECT SITE SHALL BE VIA LAND. ALL DISTURBED AREAS 6.
THE LINES AND GRADES SHOWN.
PLACE RIPRAP IN ACCORDANCE WITH SPECIFICATIONS SECTION 35 31 19 TO 5.
DURATION ELEVATION. REFER TO RIVERGAGES.COM FOR DAILY STAGE DATA.
MEDIAN ANNUAL WATER LEVEL, WHICH IS THE 50% ANNUAL EXCEEDANCE
WATER ELEVATION SHOWN FOR THE MISSISSIPPI RIVER CORRESPONDS TO 4.
AND LOCAL LAWS.
FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE,
TREES AND DEBRIS FROM CLEARING AND GRUBBING SHALL BE REMOVED 3.
ACHIEVE A SMOOTH SLOPE AS APPROVED BY THE CONTRACTING OFFICER.
FURTHER UP THE SLOPE OR BLENDED INTO THE ADJACENT LEVEE TO
SLOPE, MATCHING ADJACENT LEVEE. GRADED MATERIAL MAY BE SPREAD
AFTER CLEARING AND GRUBBING, GRADE LEVEE TO SLOPE TO A MIN 3H:1V 2.
31 11 00.
CLEAR, GRUB, AND STRIP IN ACCORDANCE WITH SPECIFICATIONS SECTION 1.
GENERAL SHEET NOTES
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
A N
S I
D
S O
L
IC
IT
A
T
IO
N
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E N
T P
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F
L O
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R E
P A
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S
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I S
L A
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IL
M
IL
A N
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I S
L A
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D R
A
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A G
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IS
T
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IC
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IS
S
IS
S
IP
P I
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IV
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B A
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IN
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H
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D L
E S
T
P A
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A
R E
A
A N
D K
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-I N
T Y
P
IC
A L
S E
C T
IO
N
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C-303
C
C U
T K
O M
P
T
T A
E
B
IG
IS
L
A M
C C
L A
N A
H
E K
B
SCALE: 1"=8'
TYPICAL SECTION - REPAIR AREA 6 AT GATEWELL C - SEED RESTORATION
A1
EXISTING GROUND
APPLY HERBICIDE, DISC, AND SEED
15'
5'
G1
SCALE: 1" = 8'
TYPICAL SECTION - REPAIR AREA 6 - SEED RESTORATION
SEE SHEET M-201
GATEWELL C REPAIRS
15'
5'
APPLY HERBICIDE, DISC, AND SEED
10' TYP
TYPICAL SECTION - KEY-IN
SCALE: 1" = 8'
M1
ILDOT RR3 RIPRAP
PLACE MIN 18"
EL VARIES
EXISTING GROUND
7.5'
13'
BEGIN KEY-IN AT POB / POE
INVERT 550.6 FEET NAVD88
24" GATEWELL OUTFLOW
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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
S O
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IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
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IP
T
IO
N D
A T
E
SHEET ID
C O
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R A
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/T .O
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US Army Corps
U .S
A
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P S
O F
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IN
E E
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S p e c if ic W o rk
\B
B
IG
IS
L
\B
B
IG
IS
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-C A
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S H
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-0
-2
-C
-3
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D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
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p lt c fg
:3
:4
P
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/2 /2
DURATION ELEVATION. REFER TO RIVERGAGES.COM FOR DAILY STAGE DATA.
MEDIAN ANNUAL WATER LEVEL, WHICH IS THE 50% ANNUAL EXCEEDANCE
WATER ELEVATION SHOWN FOR THE MISSISSIPPI RIVER CORRESPONDS TO 6.
LIMITS AND WORKED INTO MATERIAL GRADED FOR RIPRAP PLACEMENT.
MATERIAL EXCAVATED FOR KEY-INS TO BE STOCKPILED WITHIN THE WORK 5.
RESTORED.
ANY DAMAGE TO THE LEVEE FROM CONSTRUCTION ACTIVITIES SHALL BE 4.
TIME RESTRICTIONS FOR SEEDING ARE PROVIDED IN THE SPECIFICATIONS.3.
SEED ALL DISTURBED AREAS AND AS SPECIFIED.2.
STAKE SEEDING LIMITS PRIOR TO PLACING HERBICIDE TREATMENT.1.
GENERAL SHEET NOTES
LANDSIDE RIVERSIDE
RIVERSIDELANDSIDE �
0 8'4' 16'
0 8'4' 16'
554.20
554.20
0 8'4' 16'
EL 570.70
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
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A N
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A
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N
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F
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P A
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S
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C K
I S
L A
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IL
M
IL
A N
/B
IG
I S
L A
N D
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SCALE: 1" = 1'-0"
ELEVATION - GATEWELL C - GATE STEM REPLACMENT
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EXISTING LIFTING MECHANISM
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AND PER SPECIFICATION SECTION 35 20 16.
AFTER INSTALLATION, FIELD TEST GATE THROUGH 3 OPEN/CLOSE CYCLES 8.
MECHANISM, STEM, AND ASSOCIATED EQUIPMENT.
SEE REFERENCE DRAWINGS FOR EXISTING GATEWELL C GATE, LIFTING 7.
PROHIBITED.
PAINT DURING DISASSEMBLY AND REASSEMBLY OF MECHANISM IS
CONSTRUCTION ACTIVITIES THAT WOULD CAUSE SCRAPING OR CHIPPING OF
PAINT. VIBRATING, GRINDING, SANDING, WELDING, OR ANY OTHER
EXISTING GATEWELL LIFTING MECHANISM IS COATED WITH LEAD BASED 6.
AND SPECIFICATIONS SECTION 35 20 16.
AND MATERIALS, FOLLOW CURRENT MANUFACTURER RECOMMENDATIONS
STEM, THRUST NUT, GUIDES, HARDWARE, AND GROUT PAD INSTALLATION
EXISTING GATE AND LIFTING MECHANISM ARE WATERMAN MODELS. FOR NEW 5.
SLUICE GATE FRAME NOT SHOWN FOR CLARITY.4.
EQUIPMENT.
REMOVAL OF EXISTING EQUIPMENT AND BEFORE INSTALLATION OF NEW
VERIFY EXISTING CONDITIONS AND DIMENSIONS BEFORE DEMOLITION AND 3.
ACCESSORIES.
ADDITIONAL REQUIREMENTS OF GATE, STEM, LIFTING MECHANISM, AND
SEE SPECIFICATIONS SECTION 35 20 16 SLIDE GATES AND ACTUATORS FOR 2.
VERIFIED AND REPAIRED AS NOTED IN THE SHEET KEYNOTES.
LINE WEIGHT ARE EXISTING ITEMS TO REMAIN OR TO HAVE CONDITION
DEMOLITION AND INSTALLATION OF NEW EQUIPMENT. ITEMS SHOWN IN LIGHT
ITEMS SHOWN IN HEAVY (BOLD) LINE WEIGHT ARE ITEMS IDENTIFIED FOR 1.
GENERAL NOTES
SHEET KEYNOTES
NEW SHIMS AS REQUIRED.
ARE IN CONTACT WITH THE WEDGE SHIMS ON THE GATE FRAME. INSTALL
RESTS FIRMLY AGAINST EMBEDDED FRAME AND ALL WEDGE SHIMS ON GATE
ADJUST SHIMS AND GATE FRAME WEDGES OF GATEWELL C SO THAT GATE 9.
OBTAIN LEVEL TOP CONCRETE RING.
RE-LEVEL TOP CONCRETE RING WITH SHIMS OR GROUT AS REQUIRED TO 8.
NUTS, WASHERS, AND ANCHORS.
WASHERS (30), AND ANCHORS (12). INSTALL NEW STEM GUIDES AND STUDS,
DEMOLISH EXISTING STEM GUIDES (3) AND EXISTING STUDS (30), NUTS (30), 7.
WASHERS, AND ANCHORS.
AND ANCHORS (4). INSTALL NEW LIFTING MECHANISM STUDS, NUTS,
DEMOLISH EXISTING LIFTING MECHANISM STUDS (4), NUTS (8), WASHERS (4), 6.
DEMOLISH EXISTING GROUT PAD AND INSTALL NEW 1" GROUT PAD.5.
LEVEL AND PLUMB WITH NEW GATE STEM.
REINSTALLED. EXISTING LIFTING MECHANISM TO BE REINSTALLED IS TO BE
EXISTING WATERMAN LIFTING MECHANISM TO BE REMOVED AND 4.
REINSTALLATION.
REPAIR GATE IF DAMAGE OCCURS DURING DEMOLITION AND
DAMAGED DURING EXISTING THRUST NUT AND EXISTING STEM DEMOLITION.
CAST 1-1/8 - 4 UN 2A THRUST NUT TO STEM. EXISTING GATE IS NOT TO BE
DEMOLISH EXISTING GATE STEM THRUST NUT AND INSTALL NEW BRONZE 3.
DEMOLISH EXISTING 1-1/8" Ø LIMIT NUT AND INSTALL NEW 1-1/8" Ø LIMIT NUT.2.
TYPE 304 STAINLESS STEEL 1-1/8" Ø GATE STEM.
DEMOLISH EXISTING 1-1/8" Ø GATE STEM AND INSTALL NEW ASTM A276 AISI 1.
EL 570.70
INV EL 552.70
LC GATEWELL
0 1' 2'6"
| B5BIGISL202301-CAD_SHEET-2023-08-20-G-001 |
| B5BIGISL202301-CAD_SHEET-2023-08-20-G-002 |
| B5BIGISL202301-CAD_SHEET-2023-08-20-G-003 |
| B5BIGISL202301-CAD_SHEET-2023-09-12-V-101 |
| B5BIGISL202301-CAD_SHEET-2023-08-20-C-101 |
| B5BIGISL202301-CAD_SHEET-2023-08-20-C-102 |
| B5BIGISL202301-CAD_SHEET-2023-12-20-C-103 |
| B5BIGISL202301-CAD_SHEET-2023-08-20-C-301 |
| B5BIGISL202301-CAD_SHEET-2023-08-20-C-302 |
| B5BIGISL202301-CAD_SHEET-2023-08-20-C-303 |
| 2024-05-10T10:02:53-0500 | |
| ANDERSON.HEATHER.L.1231214808 |
| 2024-05-10T10:18:13-0500 | |
| STEWART.MATTHEW.E.1231228442 |
| 2024-05-10T11:08:10-0500 | |
| LANDWEHR.KEVIN.J.1230550367 |
| 2024-05-13T07:55:35-0500 | |
| HUNEMULLER.TOBY.J.1258323862 |
| 2024-05-13T15:01:54-0500 | |
| MITVALSKY.KARA.N.1230379137 |
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