W912EK24B0007 - BAY ISLAND PL84-99 FINALPLAN SET.pdf
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- Attached to
- INVITATION FOR BID - Mississippi River Basin, Bay Island Drainage and Levee District No. 1, Mercer County, Illinois, 2023 Event PL84-99 Flood Repairs Federal contract opportunity
- Solicitation number
- W912EK24B0007
About this file
This document is an Invitation for Bid (IFB) for the Mississippi River Basin, Bay Island Drainage and Levee District No. 1, Mercer County, Illinois, 2023 Event PL84-99 Flood Repairs project. The solicitation number is W912EK24B0007 and the estimated cost range is between $5,000,000 and $10,000,000. The project has a 366 calendar day period of performance from the notice to proceed. This is a 100% Women-Owned Small Business set-aside contract opportunity issued by the Department of the Army Corps of Engineers Engineering District Rock Island. The IFB and associated specifications and plan set are available in the attachments and links section of the SAM.gov posting. Interested offerors must submit all questions through the ProjNet system per the instructions in clause MVR.02.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| B01 - BID SUMMARY SHEET_24B0007 Bay Island PL84-99_signed.pdf | ||
| W912EK24B0007 AMENDMENT 0007.pdf | ||
| Mississippi River Basin Bay Island Drainage Site visit Sign In No. 2.pdf | ||
| W912EK24B0007 AMENDMENT 0006.pdf | ||
| Mississippi River Basin Bay Island Drainage PREBID Site visit Sign In.pdf | ||
| W912EK24B0007 AMENDMENT 0005.pdf | ||
| W912EK24B0007 AMENDMENT 0004.pdf | ||
| W912EK24B0007 REVISED SPEC_AMND 0003 -2025-02-12.pdf | ||
| W912EK24B0007 REVISED PLAN_SET_AMND 0003 -2025-02-11.pdf | ||
| W912EK24B0007 AMENDMENT 0003.pdf | ||
| W912EK24B0007 - BAY ISLAND PL84-99 AMENDMENT 0002.pdf | ||
| W912EK24B0007 - BAY ISLAND PL84-99 AMENDMENT 0001.pdf | ||
| W912EK24B0007 - BAY ISLAND PL84-99 FINAL SOLICITATION WITH SPECS.pdf |
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Text version
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US Army Corps of Engineers ®
ROCK ISLAND DISTRICT
MISSISSIPPI RIVER BASIN
BAY ISLAND DRAINAGE AND LEVEE DISTRICT NO 1
MERCER COUNTY, IL
2023 EVENT PL84-99 FLOOD REPAIRS
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SOLICITATION/MATOC/SATOC NO: W912EK2480007
CONTRACT/TASK ORDER NO:
ISSUE DATE: SEPTEMBER 2024
Hamlet
Aledo
INDEX
SHEET ID DESCRIPTION
GENER AL
G-001 COVER SHEET
G-002 LEGEND AND GENER AL NOTES
G-003 ABBREVIATIONS
SURVEY
V-101 PLAN • SURVEY CONTROL
CIVIL
C-101 SITE PLAN
C-102 PLAN - STAGING
C-103 PLAN - BORROW
C-104 PLAN - REPAIR AREAS 1 AND 2A
C-105 PLAN - REPAIR AREA 2B
C-106 PLAN - REPAIR AREA 3
C-107 PLAN - REPAIR AREA 4
C-108 PLAN - REPAIR AREAS 5A, 5B, 5C, AND 5D
C-109 PLAN - REPAIR AREAS 6A AND 6B
C-301 TYPICAL SECTIONS - REPAIR AREA 1
C-302 TYPICAL SECTIONS - REPAIR AREAS 2A, 2B, AND 3
C-303 TYPICAL SECTIONS - REPAIR AREAS 4, 5, AND 6
C-304 TYPICAL SECTIONS - KEY IN
C-305 CROSS SECTIONS - REPAIR AREA 1 - STA 0+00 TO STA 1 + 75
C-306 CROSS SECTIONS -REPAIR AREA 1 - STA 2+00 TO STA 3+75
C-307 CROSS SECTIONS -REPAIR AREA 1 - STA 4+00 TO STA 5+00
C-308 CROSS SECTIONS -REPAIR AREA 2A-STA 0+00 TO STA 4+00
C-309 CROSS SECTIONS -REPAIR AREA 2A-STA 4+50 TO STA 8+00
C-310 CROSS SECTIONS - REPAIR AREA 2A- STA 8+50 TO STA 11 +40
C-311 CROSS SECTIONS -REPAIR AREA 2B -STA 0+00 TO STA 7+00
C-312 CROSS SECTIONS -REPAIR AREA 2B -STA 8+00 TO STA 15+00
C-313 CROSS SECTIONS - REPAIR AREA 2B - STA 16+00 TO STA 23+00
C-314 CROSS SECTIONS -REPAIR AREA 2B -STA 24+00 TO STA 24+02
C-315 CROSS SECTIONS-REPAIR AREA 3 - STA 0+00 TO STA 7+50
C-316 CROSS SECTIONS-REPAIR AREA 3 - STA 8+00 TO STA 9+21
C-317 CROSS SECTIONS -REPAIR AREA 4 - STA 0+00 TO STA 7+00
C-318 CROSS SECTIONS -REPAIR AREA 4 - STA 8+00 TO STA 13+00
C-319 CROSS SECTIONS -REPAIR AREA 4 - STA 14+00 TO STA 19+00
C-320 CROSS SECTIONS - REPAIR AREA 4 - STA 20+00 TO STA 25+00
C-321 CROSS SECTIONS - REPAIR AREA 4 - STA 26+00 TO STA 30+92
C-322 CROSS SECTIONS - REPAIR AREA 5A- STA 0+00 TO STA 1 +25
C-323 CROSS SECTIONS - REPAIR AREA 5A- STA 1 +50 TO STA 2+20
C-324 CROSS SECTIONS -REPAIR AREA 5B -STA 0+00 TO STA 1 +25
C-325 CROSS SECTIONS -REPAIR AREA 5B -STA 1 +50 TO STA 2+60
C-326 CROSS SECTIONS -REPAIR AREA 5C -STA 0+00 TO STA 1 +25
C-327 CROSS SECTIONS-REPAIR AREA 5C-STA 1+50 TO STA 2+75
C-328 CROSS SECTIONS - REPAIR AREA 5C - STA 3+00 TO STA 3+50
C-329 CROSS SECTIONS - REPAIR AREA 5D - STA 0+00 TO STA 1 +25
C-330 CROSS SECTIONS - REPAIR AREA 6A- STA 0+00 TO STA 4+00
C-331 CROSS SECTIONS - REPAIR AREA 6B - STA 0+00 TO STA 7+00
C-332 CROSS SECTIONS -REPAIR AREA 6B -STA 7+50 TO STA 10+00
THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND
DISTRICT CORPS OF ENGINEERS. THE INITIALS OR
SIGNATURES AND REGISTRATION DESIGNATIONS OF
INDIVIDUALS APPEAR ON THESE PROJECT
DOCUMENTS WITHIN THE SCOPE OF THEIR
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
SIGNATURES INDICATE OFFICIAL RECOMMENDATION
OF ALL DRAWINGS IN THIS SET.
APPROVAL RECOMMENDED BY:
CHIEF, DESIGN BRANCH
CHIEF, HYDROLOGY & HYDR AULICS BRANCH
CHIEF, GEOTECHNICAL BRANCH
CHIEF, TECHNICAL SERVICES BRANCH
CHIEF, ENGINEERING & CONSTRUCTION DIVISION
DATE
DATE
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GENERAL NOTES
CONTRACT DRAWING SET.
TAKE PRECEDENCE OVER OFFSET DISTANCES INDICATED IN THE
ELEVATIONS, AND SLOPES, ALONG WITH CONSTRUCTION TOLERANCES
OFFICER'S CONSIDERATION. THE DESIGN TEMPLATE, ALIGNMENTS,
EXISTING CONDITIONS SHOULD BE NOTED FOR THE CONTRACTING
DIFFERENCES IN THE APPLICATION OF THE DESIGN TEMPLATE AND
PROFILES, AND CROSS SECTIONS SHOULD BE REVIEWED AND ANY
CONDITIONS. DATA FROM THE PRELIMINARY SURVEY, DATA, PLANS,
DATA, AND OFFSETS DO NOT NECESSARILY REPRESENT CURRENT
19. GOVERNMENT PROVIDED SURVEY, ELEVATION DATA, EXISTING GROUND
AT CONTRACTOR'S REQUEST.
BE PROVIDED ELECTRONICALLY VIA CAD FILE UPON AWARD OF CONTRACT
18. CONSTRUCTION WORK LIMITS, CLEARING LIMITS, AND ALIGNMENTS WILL
SEEDING OF SAND LEVEE IS NOT REQUIRED.
THE WORK LIMITS OR STAGING AREAS IS PER THE SPECIFICATIONS.
SEEDING OF IDENTIFIED SEEDING AREAS AND DISTURBED AREAS WITHIN 17.
REQUIREMENTS AND ROUTE TO THE SITE.
CONTRACTING OFFICER. THE CONTRACTOR SHALL VERIFY ACCESS
WITH THE ROAD COMMISSIONERS, THE LEVEE DISTRICT, AND THE
16. THE CONTRACTOR SHALL COORDINATE ALL ROAD AND LEVEE ACCESS
TO PROJECT COMPLETION AT NO ADDITIONAL COST TO THE GOVERNMENT.
SHALL BE MINIMIZED AND REPAIRED TO PRE-PROJECT CONDITIONS PRIOR
15. DAMAGE TO THE LEVEE SYSTEM CAUSED BY CONSTRUCTION ACTIVITIES
GOVERNMENT.
ACTIVITIES TO PRE-PROJECT CONDITIONS AT NO ADDITIONAL COST TO THE
REPLACEMENT OF ANY ROADWAYS DAMAGED DUE TO PROJECT
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR
AS SPECIFIED.
POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE NPEDS PERMIT
13. THE CONTRACTOR SHALL PREPARE AND SUBMIT A STORM WATER
PERMITS PRIOR TO INITIATING CONSTRUCTION.
12. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL APPLICABLE
CONTOURS.
11. THE CONTRACTOR IS TO FIELD VERIFY THE INDICATED ELEVATIONS AND
SPECIFICATIONS SECTIONS 00 73 05 AND 02 21 00.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEYS AS SPECIFIED IN
REQUIREMENTS.
9. REFER TO SECTIONS 00 73 05 AND 01 57 19 FOR ENVIRONMENTAL
INFORMATION FOR THE MISSISSIPPI RIVER.
SEE SPECIFICATIONS SECTION 00 73 05 FOR HYDRAULICS DATA AND GAGE 8.
OFFICER PRIOR TO ANY WORK STARTING.
STAKED BY THE CONTRACTOR AND APPROVED BY THE CONTRACTING
THE LAYOUTS OF THE PROJECT FEATURES AS SHOWN SHALL BE FIELD 7.
CONSTRUCTION.
RESPONSIBLE FOR REPAIRING ANY UTILITIES DAMAGED DURING
AT THE STAGING AREAS PRIOR TO THE BEGINNING OF WORK AND SHALL BE
THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES ON SITE AND 6.
CONSTRUCTED. REMOVE RAMPS AS PART OF SITE RESTORATION.
TEMPORARY GRAVEL CONSTRUCTION RAMPS FOR LEVEE ACCESS MAY BE 5.
ADDITIONAL STAGING WITH THE CONTRACTING OFFICER.
PROJECT CONDITIONS. COORDINATE AGGREGATE PLACEMENT AND ANY
PLACED IS TO BE REMOVED WITH THE STAGING AREA RESTORED TO PRE-
AREAS BECOME SOFT, RUTTED, AND DIFFICULT TO USE . AGGREGATE
STAGING AREAS AT NO ADDITIONAL COST TO THE GOVERNMENT IF THE
GOVERNMENT. THE CONTRACTOR MAY PLACE AGGREGATE AT THE
ITEMS PRIOR TO FLOOD EVENTS AT NO ADDITIONAL COST TO THE
FOR PROTECTING OR REMOVING ANY STAGED EQUIPMENT OR OTHER
REMAIN WITHIN THE WORK LIMITS SHOWN. CONTRACTOR IS RESPONSIBLE
STAGING SHALL BE COORDINATED WITH THE CONTRACTING OFFICER AND 4.
RIVERSIDE SLOPE AND TOE OF THE LEVEE.
REPAIRS CONSIST OF 11 DISTINCT REPAIR AREAS LOCATED ON THE 3.
ACCESS IS AVAILABLE FOR REPAIR AREAS 1 AND 3 RIPRAP.
PERVIOUS MATERIAL PLACEMENT AT THESE REPAIR AREAS. ONLY RIVER
RIVER ACCESS IS NOT AVAILABLE FOR ARE TO BE BY LAND ACCESS ONLY.
QUALITY CONTROL. ACCESS TO REPAIR AREAS 2, 3 PERVIOUS FILL, 5, AND 6
PLACEMENT AND BY LAND FOR SURVEYS, CLEARING AND GRUBBING, AND
ACCESS TO REPAIR AREAS 1 AND 3 RIPRAP IS TO BE BY RIVER FOR RIPRAP 2.
18 OF THE MISSISSIPPI RIVER FROM RIVER MILES (RM) 434 TO 444.
THE PROJECT IS LOCATED IN MERCER COUNTY, ILLINOIS IN POOLS 17 AND 1.
LEGEND
XXX.XX
US HIGHWAY
STATE HIGHWAY
INTERSTATE HIGHWAY
WATER ELEVATION
RIVERMILE
FLOW ARROW
PERVIOUS FILL
BEDDING STONE
RIPRAP SECTION VIEW
CONTROL POINT
BORING LOCATION
NORTH INDICATOR
WINGDAM
RIPRAP PLAN VIEW
BREAKLINE
CLEARING LIMITS
CONSTRUCTION WORK LIMITS
CENTERLINE
EXISTING GROUND
FLOW
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ABBREVIATIONS
COURSE(S)CRS
CROSS GRAINCRG
CORROSIVE RESISTANT STEELCRES
CIRCUMFERENCECRCMF
CARPETCPT
COMPRESSIBLECPRS
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
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
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
ANGLEL
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
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
EXCAVATEEXC
ENTERING WATER TEMPERATUREEWT
ELECTRIC WATER COOLEREWC
ESTIMATE(D)EST
ESCALATORESCAL
EQUIPMENTEQUIP
EQUALEQ
EPOXY COATINGEPY
EXPLOSION PROOFEPRF
ELECTRICAL PANELBOARDEP
ENTRANCE, ENTERINGENTR
ENCLOSE(URE)ENCL
EMERGENCYEMER
ESTIMATED MAXIMUM DEMANDEMD
EXPANDED METAL EM
ELECTRICELEC
ELEVATION - GRADE OR BUILDINGEL
EXPANSION JOINTEJ
EACH FACEEF
ENTERING AIR TEMPERATUREEAT
EACHEA
EASTE
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
DEGREEDEG
DUMMY CONTROL JOINTDCJT
DOWELED CONTROL JOINTDCJ
DOUBLE ACTING DOORDBL ACT DR
DOUBLEDBL
DRY BULBDB
DATUMDAT
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
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
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
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
LAG BOLTLB
LAVATORYLAV
LAUNDRYLAU
LEAVING AIR TEMPERATURELAT
LAMINATELAM
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
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
FULL SIZEFS
FIRE-RETARDANTFRT
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LD17 EISENBRAN 09-77-17549.832051646.671649453.784409
LD17 INSTRUMENTATION MONUMENT546.682051818.981649047.794408
5/8" REBAR 22241111553.652051079.721650500.914039
5/8" REBAR 22241112553.542050679.781651351.114038
NGS KRI 092 DP 3455534.722052742.771653186.204002
KRI 093 DP3456534.422052794.101658204.514001
NGS KRI 088 DP3454551.372064245.191650669.784000
DESCRIPTIONELEVATION EASTINGNORTHINGPOINT NAME
�SURVEY CONTROL POINTS
A1 SCALE: 1" = 600'
PLAN - SURVEY CONTROL
LOCK AND DAM 17
NEW BOSTON
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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GENERAL NOTES
CONTRACTORS REQUEST.
CONVERSIONS FROM NAVD88 TO OTHER DATUMS WILL BE PROVIDED ON 3.
VERTICAL DATUM: NAVD88, GEOID 18
HORIZONTAL DATUM: NAD83/2011, IL WEST, US SURVEY FEET2.
FIELD WORK COMPLETED SEPTEMBER 7 AND 12-14, 2023. (FC-23-3)1.
NORTH
PLAN
RM 438
RM 437
BAY ISLAND RD
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SEE SHEET C-104
REPAIR AREA 1
SEE SHEET C-105
REPAIR AREA 2B
SEE SHEET C-107
REPAIR AREA 4
SEE SHEET C-106
REPAIR AREA 3
SEE SHEET C-109
REPAIR AREA 6A
SEE SHEET C-102
STAGING AREA
FRIEDEN
SEE SHEET C-104
REPAIR AREA 2A
SEE SHEET C-109
REPAIR AREA 6B
SEE SHEET C-108
REPAIR AREA 5D
SEE SHEET C-108
REPAIR AREA 5A
SEE SHEET C-108
REPAIR AREA 5B
SEE SHEET C-108
REPAIR AREA 5C
LEVEE CENTERLINE (TYP)
SEE SHEET C-102
STAGING AREA
LOCK AND DAM
A1
SCALE: 1" = 2000'
SITE PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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27TH ST
20TH ST
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RM 435
RM 436
RM 437
RM 438
RM 439
RM 444
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RM 442
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RM 440
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A1
SCALE: 1" = 100'
PLAN - STAGING - LOCK AND DAM STAGING AREA
A11
SCALE: 1" = 100'
PLAN - STAGING - FRIEDEN STAGING AREA
LOCK AND DAM STAGING AREA
LEVEE CENTERLINE (TYP)
FRIEDEN STAGING AREA
LOCK AND DAM 17
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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L/D RD
N
100' 200'0
N
100' 200'0
E 2051289.15
N 1650159.19
E 2051439.04
N 1649975.14
E 2051330.91
N 1649929.62
E 2051163.53
N 1650081.36
E 2051256.41
N 1649950.88
E 2051293.17
N 1649976.95 E 2063258.89
N 1649156.12
E 2063440.03
N 1649218.61
E 2063490.98
N 1649310.87
E 2063316.03
N 1649020.32
E 2063579.42
N 1649297.95
BOSTON BAY
S I
D
S O
L
IC
IT
A
T
IO
N
E V
E N
T P
L
-9
F
L O
O D
R E
P A
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S
M E
R C
E R
C O
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B A
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A N
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R A
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A
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A N
D L
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D
IS
T R
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N O
M
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S
IS
S
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P I
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IV
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B A
S
IN
/0
H
E D
D L
E S
T
R R
O W
P L
A N
C-103
E J O
H N
S O
N
T
T A
E
B A
Y
IN
O
A M
C C
L A
N A
H
E K
B
SCALE: 1" = 6000'
PLAN - BORROW
A11
SCALE: 1" = 500'
PLAN - BORROW - KEITHSBURG DMMP
LEVEE CENTERLINE (TYP)
H11
SCALE: 1" = 500'
PLAN - BORROW - BASS ISLAND DMMP
SEE A11 / C-103
KEITHSBURG DMMP SITE
SEE H11 / C-103
BASS ISLAND DMMP SITE
KEITHSBURG DMMP SITE
BASS ISLAND DMMP SITE
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
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D E
S
IG
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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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IS
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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
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IP
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N D
A T
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SHEET ID
C O
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R A
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/T .O
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O
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C T
C O
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M A
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C /I
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C O
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R A
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N O
U .S
A
R M
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O R
P S
O F
E N
G
IN
E E
R S
®of Engineers
US Army Corps
R O
C K
I S
L A
N D
D
IS
T R
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I S
L A
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/3 /2
M
IS
S
IS
S
IP
P I R
IV
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R
F L
O W
N
6000' 12000'0
N
500' 1000'0
N
500' 1000'0
KEITHSBURG
NEW BOSTON
E 2084620.25
N 1600162.51 E 2084251.90
N 1600178.44
E 2084679.79
N 1601539.29 E 2084311.44
N 1601555.22
E 2050909.19
N 1697041.77
E 2050569.55
N 1697041.77
E 2050466.70
N 1696792.81
E 2050377.75
N 1696094.86
E 2050363.98
N 1695573.03
E 2050909.19
N 1695573.03
F L
O W
M
IS
S
IS
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IP
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2950 N
170TH AVE
T
H S
T
BORROW SITE MAY NEED TO BE USED.
SITE MAY BE TEMPORARILY DELAYED AS A RESULT, OR THE ALTERNATIVE
MAY BE OCCURRING DURING THE CONTRACT DURATION. USE OF A BORROW
IT IS UNKNOWN IF DREDGING AND PLACEMENT INTO THE BORROW SITES 6.
KEITHSBURG DMMP SITE 14 VIA COUNTY HIGHWAY 3.
ACCESS TO BASS ISLAND DMMP SITE VIA 170TH AVENUE. ACCESS TO 5.
TO PROJECT COMPLETION AT NO ADDITIONAL COST TO THE GOVERNMENT.
DAMAGES CAUSED TO BE REPAIRED TO PRE-PROJECT CONDITIONS PRIOR
LIMITED TO ACCESS ROUTES, CONTAINMENT BERMS, AND SUMP PITS.
CONTRACTOR TO MINIMIZE DAMAGE TO BORROW SITES, INCLUDING BUT NOT 4.
PRESENT AT BORROW SITES.
CONTRACTOR WILL NOT BORROW FROM THE CONTAINMENT BERMS 3.
AVOID LEAVING VOIDS OR POCKETS IN THE MATERIAL.
CONTRACTOR SHOULD BORROW UNIFORMLY FROM BORROW SITES AND 2.
PREVIOUSLY CLEARED FOR SOILS TESTING.
TAKE MATERIAL FROM KEITHSBURG DMMP FIRST AS IT HAS BEEN 1.
GENERAL SHEET NOTES
S I
D
S O
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IC
IT
A
T
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N
E V
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T P
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T A
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B A
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IN
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L A
N A
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B
SCALE: 1' = 50'
PLAN - REPAIR AREA 2B - STA 0+00 TO STA 12+00
H1
SCALE: 1' = 50'
PLAN - REPAIR AREA 2B - STA 12+00 TO STA 24+00
LEVEE CENTERLINE
LEVEE CENTERLINE
AND PLACE PERVIOUS FILL
SHAPE EXISTING PERVIOUS FILL
AND PLACE PERVIOUS FILL
SHAPE EXISTING PERVIOUS FILL
CONSTRUCTION WORK LIMITS
CONSTRUCTION WORK LIMITS
,0
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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F
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®of Engineers
US Army Corps
R O
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50' 100'0
50' 100'0
N
N
FLOW
FLOW
MISSISSIPPI RIVER
MISSISSIPPI RIVER
RESTORED TO PRE-PROJECT CONDITIONS AT THE CONTRACTORS EXPENSE.
ANY DAMAGE TO EXISTING ROADWAYS AND LEVEE ACCESS RAMPS SHALL BE 2.
FOR REPAIRS ONLY.
CONTRACT STATIONING DOES NOT MATCH THE NLD AND SHOULD BE USED
LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE DATABASE (NLD). THE 1.
GENERAL SHEET NOTES
M A T
C H L
IN
E H
/C -1
M A
T C
H L
IN
E A
/C -1
C-302
A1
C-302
S I
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N
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C C
L A
N A
H
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B
SCALE: 1' = 40'
PLAN - REPAIR AREA 5A
A11
SCALE: 1' = 40'
PLAN - REPAIR AREA 5B
H1
SCALE: 1' = 40'
PLAN - REPAIR AREA 5C
H11
SCALE: 1' = 40'
PLAN - REPAIR AREA 5D
AND PLACE PERVIOUS FILL
SHAPE EXISTING PERVIOUS FILL
AND PLACE PERVIOUS FILL
SHAPE EXISTING PERVIOUS FILL
AND PLACE PERVIOUS FILL
SHAPE EXISTING PERVIOUS FILL
AND PLACE PERVIOUS FILL
SHAPE EXISTING PERVIOUS FILL
LEVEE CENTERLINE
LEVEE CENTERLINE
LEVEE CENTERLINE
LEVEE CENTERLINE
CONSTRUCTION WORK LIMITS
CONSTRUCTION WORK LIMITS
CONSTRUCTION WORK LIMITS
CONSTRUCTION WORK LIMITS
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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M A
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SHEET ID
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40' 80'0
N
40' 80'0
N
40' 80'0
N
40' 80'0
N
FLOW
FLOWFLOW
RESTORED TO PRE-PROJECT CONDITIONS AT THE CONTRACTORS EXPENSE
ANY DAMAGE TO EXISTING ROADWAYS AND LEVEE ACCESS RAMPS SHALL BE 2.
FOR REPAIRS ONLY.
CONTRACT STATIONING DOES NOT MATCH THE NLD AND SHOULD BE USED
LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE DATABASE (NLD). THE 1.
GENERAL SHEET NOTES
FLOW
ELIZA CREEK
ELIZA CREEK
ELIZA CREEK
MISSISSIPPI RIVER
C-303
E1
C-303
E1
C-303
E1
C-303
E1
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N
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B
SCALE: 1' = 50'
PLAN - REPAIR AREA 6A
H1
SCALE: 1' = 50'
PLAN - REPAIR AREA 6B
LEVEE CENTERLINE
LEVEE CENTERLINE
BEDDING, AND RIPRAP
PLACE PERVIOUS FILL,
BEDDING, AND RIPRAP
PLACE PERVIOUS FILL,
CONSTRUCTION WORK LIMITS
CONSTRUCTION WORK LIMITS
6A
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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D
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F
G
H
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K
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N
P
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T
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B Y
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K E
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Y
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S
IG
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S O
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S
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S I Z
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M A
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SHEET ID
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R A
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/T .O
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C T
C O
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M A
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C /I
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N O
U .S
A
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O R
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O F
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IN
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R S
®of Engineers
US Army Corps
R O
C K
I S
L A
N D
D
IS
T R
IC
T
R O
C K
I S
L A
N D
IL
L
IN
B
B A
Y
IN
O
-C A
D
S H
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T -2
-0
-2
-C
-1
.d g n
D S
P
D
:0
:1
A M
/3
/2
N
50' 100'0
50' 100'0
N
FLOW
FLOW
RESTORED TO PRE-PROJECT CONDITIONS AT THE CONTRACTORS EXPENSE.
ANY DAMAGE TO EXISTING ROADWAYS AND LEVEE ACCESS RAMPS SHALL BE 2.
FOR REPAIRS ONLY.
CONTRACT STATIONING DOES NOT MATCH THE NLD AND SHOULD BE USED
LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE DATABASE (NLD). THE 1.
GENERAL SHEET NOTES
ELIZA CREEK
ELIZA CREEK
C-303
K1
C-303
K1
C-304
G1
C-304
G1
C-304
G1
C-304
G1
C-304
A1
C-304
A1
C-304
A1
C-304
S I
D
S O
L
IC
IT
A
T
IO
N
E V
E N
T P
L
-9
F
L O
O D
R E
P A
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S
M E
R C
E R
C O
U N
T Y
IL
B A
Y I
S L
A N
D D
R A
IN
A
G E
A N
D L
E V
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D
IS
T R
IC
T
N O
M
IS
S
IS
S
IP
P I
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IV
E R
B A
S
IN
/0
H
E D
D L
E S
T
P A
IR
A
R E
A
T Y
P
IC
A L
S E
C T
IO
N
S
C-301
E J O
H N
S O
N
T
T A
E
B A
Y
IN
O
A M
C C
L A
N A
H
E K
B
EXISTING LEVEE
STONE TO ESTABLISH 2H:1V SLOPE
PLACE MIN 6" CA 5 BEDDING
PLACE 24" RR4 RIPRAP
10'
PLACE MIN 24" RR4 RIPRAP
10'
EL VARIES
EXISTING GROUND
EL VARIES
EXISTING GROUND
EXISTING RIPRAP
A1
SCALE: 1" = 10'
TYPICAL SECTION - REPAIR AREA 1 - STA 0+00 TO STA 1+65 AND STA 3+05 TO STA 5+00
H1
SCALE: 1" = 10'
TYPICAL SECTION - REPAIR AREA 1 - STA 1+65 TO STA 3+05
SEE SHEETS C-305 TO C-306
EL VARIES
SEE SHEETS C-305 TO C-307
EL VARIES
SEE SHEETS C-305 TO C-307
EL VARIES
SEE SHEETS C-305 TO C-306
EL VARIES
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
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S I Z
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M A
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D E
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N D
A T
E
SHEET ID
C O
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®of Engineers
US Army Corps
R O
C K
I S
L A
N D
D
IS
T R
IC
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R O
C K
I S
L A
N D
IL
L
IN
S p e c if ic W o rk
\B
B
A Y
IN
O
\B
B
A Y
IN
O
-C
A D
S
H E
E T
-2 -0
-2
-C
-3 .d g n
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
E C p d f.
p lt c fg
:0
:4
A
M
/2 /2
LANDSIDE RIVERSIDE
CL
LANDSIDE
RIVERSIDE
ADJACENT TO WORK AREA.
SPREAD MATERIAL EXCAVATED FOR KEY-INS ON LANDSIDE LEVEE SLOPE 9.
DAILY STAGE DATA.
EXCEEDANCE DURATION ELEVATION. REFER TO RIVERGAGES.COM FOR
THE MEDIAN ANNUAL WATER LEVEL, WHICH IS THE 50% ANNUAL
WATER ELEVATION SHOWN FOR THE MISSISSIPPI RIVER CORRESPONDS TO 8.
RIPRAP PLACEMENT TO BE FROM THE WATER.7.
OVER EXISTING RIPRAP.
FIELD VERIFY EXTENT OF EXISTING RIPRAP. DO NOT PLACE BEDDING STONE 6.
REPAIR AREA.
STRIPPED MATERIAL ON THE LANDSIDE LEVEE SLOPE ADJACENT TO THE
STRIP EXISTING VEGETATION PRIOR TO PLACING BEDDING STONE. SPREAD 5.
SPECIFICATIONS.
DISPOSE OF CLEARED AND GRUBBED MATERIAL IN ACCORDANCE WITH
CLEAR AND GRUB TREES WITHIN LIMITS IDENTIFIED PRIOR TO STRIPPING. 4.
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL LAWS.
SHOWN. DEBRIS SHALL BE PROPERLY DISPOSED OF OFF SITE IN
THE CONTRACTOR SHALL REMOVE DEBRIS WITHIN THE WORK LIMITS AS 3.
TO THE LINES AND GRADES SHOWN.
PLACE RIPRAP AND BEDDING STONE IN ACCORDANCE WITH SPECIFICATIONS 2.
REFER TO SPECIFICATIONS FOR MATERIAL REQUIREMENTS.1.
GENERAL NOTES
536.51
536.51
10' 20'0
S I
D
S O
L
IC
IT
A
T
IO
N
E V
E N
T P
L
-9
F
L O
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R E
P A
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S
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B A
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A
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A S
A
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A N
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IC
A L
S E
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C-302
E J O
H N
S O
N
T
T A
E
B A
Y
IN
O
A M
C C
L A
N A
H
E K
B
STONE TO ESTABLISH 2H:1V SLOPE
PLACE MIN 6" CA 5 BEDDING
PLACE 24" RR5 RIPRAP
A1
SCALE: 1" = 10'
TYPICAL SECTION - REPAIR AREAS 2A AND 2B
E1
SCALE: 1" = 10'
TYPICAL SECTION - REPAIR AREA 3 - STA 0+00 TO STA 1+80
K1
SCALE: 1" = 10'
TYPICAL SECTION - REPAIR AREA 3 - STA 1+80 TO STA 9+21
10'
PLACE PERVIOUS FILL
SHAPE EXISTING PERVIOUS FILL
EL VARIES
EXISTING GROUND
EL VARIES
EXISTING GROUND
EXISTING LEVEE
PLACE PERVIOUS FILL
EXISTING LEVEE
EL VARIES
EXISTING GROUND
EXISTING CROWN
MATCH EDGE OF
EXISTING CROWN
MATCH EDGE OF
EXISTING RIPRAP
BLEND INTO
STRIP AND PLACE 6" BEDDING STONE
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
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J
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SHEET ID
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®of Engineers
US Army Corps
R O
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IS
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P D
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/2
/2
LANDSIDE RIVERSIDE
10' 20'0
10' 20'0
10' 20'0
CL
2.5
LANDSIDE RIVERSIDE
ADJACENT TO WORK AREA.
SPREAD MATERIAL EXCAVATED FOR KEY-INS ON LANDSIDE LEVEE SLOPE 10.
DAILY STAGE DATA.
EXCEEDANCE DURATION ELEVATION. REFER TO RIVERGAGES.COM FOR
THE MEDIAN ANNUAL WATER LEVEL, WHICH IS THE 50% ANNUAL
WATER ELEVATION SHOWN FOR THE MISSISSIPPI RIVER CORRESPONDS TO 9.
RIPRAP PLACEMENT TO BE FROM THE WATER.8.
SMOOTHLY BLEND NEW RIPRAP INTO ADJACENT EXISTING RIPRAP.7.
OVER EXISTING RIPRAP.
FIELD VERIFY EXTENT OF EXISTING RIPRAP. DO NOT PLACE BEDDING STONE 6.
REPAIR AREA.
STRIPPED MATERIAL ON THE LANDSIDE LEVEE SLOPE ADJACENT TO THE
STRIP EXISTING VEGETATION PRIOR TO PLACING BEDDING STONE. SPREAD 5.
CLEAR AND GRUB TREES WITHIN LIMITS IDENTIFIED PRIOR TO STRIPPING.4.
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL LAWS.
SHOWN. DEBRIS SHALL BE PROPERLY DISPOSED OF OFF SITE IN
THE CONTRACTOR SHALL REMOVE DEBRIS WITHIN THE WORK LIMITS AS 3.
TO THE LINES AND GRADES SHOWN.
PLACE RIPRAP AND BEDDING STONE IN ACCORDANCE WITH SPECIFICATIONS 2.
REFER TO SPECIFICATIONS FOR MATERIAL REQUIREMENTS.1.
GENERAL NOTES
535.40
LANDSIDE
CL
RIVERSIDE
543.30
521.20
535.64
535.40
S I
D
S O
L
IC
IT
A
T
IO
N
E V
E N
T P
L
-9
F
L O
O D
R E
P A
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S
M E
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A
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A N
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P
IC
A L
S E
C T
IO
N
S
C-303
E J O
H N
S O
N
T
T A
E
B A
Y
IN
O
A M
C C
L A
N A
H
E K
B
STONE TO FOLLOW EXISTING GROUND
STRIP AND PLACE 6" CA 5 BEDDING
PLACE MIN 24" RR4 RIPRAP
A1
SCALE: 1" = 10'
TYPICAL SECTION - REPAIR AREA 4
E1
SCALE: 1" = 10'
TYPICAL SECTION - REPAIR AREAS 5A, 5B, 5C, AND 5D
K1
SCALE: 1" = 10'
TYPICAL SECTION - REPAIR AREAS 6A AND 6B
SEE SHEETS C-317 TO C-321
EL VARIES
EL VARIES
EXISTING GROUND
EL VARIES
EXISTING GROUND
EXISTING LEVEE
10'
EXISTING LEVEE
EL VARIES
EXISTING GROUND
PLACE 12" RR3 RIPRAP
PLACE PERVIOUS FILL
SHAPE EXISTING PERVIOUS FILL
MATCH EDGE OF EXISTING CROWN
INTO EXISTING GROUND
BLEND NEW MATERIAL
PLACE 6" CA 11 BEDDING STONE
ESTABLISH 4H:1V SLOPE
PLACE PERVIOUS FILL TO
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
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US Army Corps
R O
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10' 20'0
10' 20'0
10' 20'0
CL
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
ADJACENT TO WORK AREA.
SPREAD MATERIAL EXCAVATED FOR KEY-INS ON LANDSIDE LEVEE SLOPE 9.
DAILY STAGE DATA.
EXCEEDANCE DURATION ELEVATION. REFER TO RIVERGAGES.COM FOR
THE MEDIAN ANNUAL WATER LEVEL, WHICH IS THE 50% ANNUAL
WATER ELEVATION SHOWN FOR THE MISSISSIPPI RIVER CORRESPONDS TO 8.
MAXIMIZE RIPRAP PLACEMENT FROM THE WATER.7.
ADJACENT TO THE REPAIR AREA.
STONE. SPREAD STRIPPED MATERIAL ON THE LANDSIDE LEVEE SLOPE
STRIP EXISTING VEGETATION PRIOR TO PLACING PERVIOUS FILL OR BEDDING 6.
CLEAR AND GRUB TREES WITHIN LIMITS IDENTIFIED PRIOR TO STRIPPING.5.
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL LAWS.
SHOWN. DEBRIS SHALL BE PROPERLY DISPOSED OF OFF SITE IN
THE CONTRACTOR SHALL REMOVE DEBRIS WITHIN THE WORK LIMITS AS 4.
GRADES SHOWN IN ACCORDANCE WITH SPECIFICATIONS.
SHAPE EXISTING SAND LEVEE AND PLACE PERVIOUS FILL TO THE LINES AND 3.
TO THE LINES AND GRADES SHOWN.
PLACE RIPRAP AND BEDDING STONE IN ACCORDANCE WITH SPECIFICATIONS 2.
REFER TO SPECIFICATIONS FOR MATERIAL REQUIREMENTS.1.
GENERAL NOTES
532.82
533.13
CL
RIVERSIDELANDSIDE
EL 552.10
532.82
EL 551.40
S I
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S O
L
IC
IT
A
T
IO
N
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E N
T P
L
-9
F
L O
O D
R E
P A
IR
S
M E
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B
EXISTING GROUND
10'
PLACE 6" CA 5 BEDDING STONE
PLACE 24" RIPRAP
BEGIN KEY-IN AT POB/POE
L1
SCALE: 1" = 5'
TYPICAL SECTION - RR4 AND RR5 KEY-IN
G1
SCALE: 1" = 5'
TYPICAL SECTION - RR3 KEY-IN
A1
SCALE: 1" = 5'
TYPICAL SECTION - KEY-IN
EXISTING GROUND
6.25'
PLACE 6" CA 11 BEDDING STONE
PLACE 24" RIPRAP
BEGIN KEY-IN AT POB/POE
.5
EL VARIES
EXISTING GROUND
PLACE 6" CA 11 BEDDING STONE
BEGIN KEY-IN AT POB/POE
SEE G1/C-304 AND L1/C-304
THICKNESS VARIES
10'
TOE TOP ELEVATION
MATCH ADJACENT WEIGHTED
EL VARIES
BELOW TOP OF WEIGHTED TOE
END KEY-IN EMBEDMENT 24"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
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US Army Corps
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LANDSIDE
ADJACENT TO WORK AREA.
SPREAD MATERIAL EXCAVATED FOR KEY-INS ON LANDSIDE LEVEE SLOPE 7.
ELEVATIONS AT EACH REPAIR AREA.
DAILY STAGE DATA. REFER TO SHEETS C-301 TO C-303 FOR WATER
EXCEEDANCE DURATION ELEVATION. REFER TO RIVERGAGES.COM FOR
THE MEDIAN ANNUAL WATER LEVEL, WHICH IS THE 50% ANNUAL
WATER ELEVATION SHOWN FOR THE MISSISSIPPI RIVER CORRESPONDS TO 6.
REPAIR AREA.
STRIPPED MATERIAL ON THE LANDSIDE LEVEE SLOPE ADJACENT TO THE
STRIP EXISTING VEGETATION PRIOR TO PLACING BEDDING STONE. SPREAD 5.
CLEAR AND GRUB TREES WITHIN LIMITS IDENTIFIED PRIOR TO STRIPPING.4.
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL LAWS.
SHOWN. DEBRIS SHALL BE PROPERLY DISPOSED OF OFF SITE IN
THE CONTRACTOR SHALL REMOVE DEBRIS WITHIN THE WORK LIMITS AS 3.
TO THE LINES AND GRADES SHOWN.
PLACE RIPRAP AND BEDDING STONE IN ACCORDANCE WITH SPECIFICATIONS 2.
REFER TO SPECIFICATIONS FOR MATERIAL REQUIREMENTS.1.
GENERAL NOTES
LANDSIDE
0 5' 10'
0 5' 10'
0 5' 10'
VARIES
S I
D
S O
L
IC
IT
A
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IO
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SCALE: 1" = 10'
CROSS SECTIONS - REPAIR AREA 2A - STA 0+00 TO STA 4+00
0+00
-20 -10 0 10 20 30 40 50 60 70 80
550 550
0+50
-20 -10 0 10 20 30 40 50 60 70 80
540 540
550 550
.2
(5
.8
.6
(5
.9
1+00
-20 -10 0 10 20 30 40 50 60 70 80
540 540
550 550
.5
(5
.8
.9
(5
.9
1+50
-20 -10 0 10 20 30 40 50 60 70 80
540 540
550 550 .7
(5
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.8
(5
.0
2+00
-20 -10 0 10 20 30 40 50 60 70 80
540 540
550 550
.6
(5
.7
.0
(5
.9
2+50
-20 -10 0 10 20 30 40 50 60 70 80
540 540
550 550
.1
(5
.7
.9
(5
.5
3+00
-20 -10 0 10 20 30 40 50 60 70 80
540 540
550 550
.4
(5
.7
.3
(5
.4
3+50
-20 -10 0 10 20 30 40 50 60 70 80
540 540
550 550
.5
(5
.7
.5
(5
.8
4+00
-20 -10 0 10 20 30 40 50 60 70 80
540 540
550 550
.1
(5
.6
.3
(5
.3
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
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CROSS SECTIONS - REPAIR AREA 2A - STA 4+50 TO STA 8+00
4+50
-20 -10 0 10 20 30 40 50 60 70 80
540 540
550 550
.8
(5
.6
.8
(5
.9
5+00
-20 -10 0 10 20 30 40 50 60 70 80
540 540
550 550
.6
(5
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.4
(5
.3
5+50
-20 -10 0 10 20 30 40 50 60 70 80
540 540
550 550
.1
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.0
(5
.6
6+00
-20 -10 0 10 20 30 40 50 60 70 80
540 540
550 550
.6
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.7
(5
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6+50
-20 -10 0 10 20 30 40 50 60 70 80
540 540
550 550
.7
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.9
(5
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7+00
-20 -10 0 10 20 30 40 50 60 70 80
540 540
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.5
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.3
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7+50
-20 -10 0 10 20 30 40 50 60 70 80
540 540
550 550
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8+00
-20 -10 0 10 20 30 40 50 60 70 80
540 540
550 550
.8
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.0
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.0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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CROSS SECTIONS - REPAIR AREA 2A - STA 8+50 TO STA 11+40
8+50
-20 -10 0 10 20 30 40 50 60 70 80
540 540
550 550
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540 540
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540 540
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11+00
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540 540
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-20 -10 0 10 20 30 40 50 60 70 80
540 540
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CROSS SECTIONS - REPAIR AREA 2B - STA 0+00 TO STA 7+00
0+00
-20 -10 0 10 20 30 40 50 60 70 80
540 540
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540 540
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CROSS SECTIONS - REPAIR AREA 2B - STA 8+00 TO STA 15+00
8+00
-20 -10 0 10 20 30 40 50 60 70 80
540 540
550 550
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540 540
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-20 -10 0 10 20 30 40 50 60 70 80
540 540
550 550
11+00
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540 540
550 550
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12+00
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540 540
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13+00
-20 -10 0 10 20 30 40 50 60 70 80
540 540
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14+00
-20 -10 0 10 20 30 40 50 60 70 80
540 540
550 5503
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15+00
-20 -10 0 10 20 30 40 50 60 70 80
540 540
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CROSS SECTIONS - REPAIR AREA 2B - STA 16+00 TO STA 23+00
16+00
-20 -10 0 10 20 30 40 50 60 70 80
540 540
550 550
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540 540
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18+00
-20 -10 0 10 20 30 40 50 60 70 80
540 540
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19+00
-20 -10 0 10 20 30 40 50 60 70 80
540 540
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20+00
-20 -10 0 10 20 30 40 50 60 70 80
540 540
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21+00
-20 -10 0 10 20 30 40 50 60 70 80
540 540
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22+00
-20 -10 0 10 20 30 40 50 60 70 80
540 540
550 550
23+00
-20 -10 0 10 20 30 40 50 60 70 80
540 540
550 550
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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540 540
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CROSS SECTIONS - REPAIR AREA 3 - STA 0+00 TO STA 7+50
0+00
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520 520
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1+00
-20 0 20 40 60 80 100 120 140 160 180
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