A22.W912EK24B0008 - CLINTON PL84-99 - FINAL PLAN SET.pdf

R O

C K

I S

L A

N D

IL

L

IN

IS

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

-9

F

L O

O D

R E

P A

IR

S

C L

IN

T

O N

C O

U N

T Y

IA

C L

IN

T

O N

IA

M

IS

S

IS

S

IP

P I

R

IV

E R

B A

S

IN

/0

/1

A H

E D

D L

E S

T E

N

C

V E

R S

H E

E T

G-001

E J O

H N

S O

N

T

T A

E T

S

B

C L

N T

IA

R

F E

L L

M

2023 EVENT PL84-99 FLOOD REPAIRS

CLINTON COUNTY, IA

CLINTON, IA

MISSISSIPPI RIVER BASIN

ROCK ISLAND DISTRICT

W

E K

B

W912EK24B0008

CROSS SECTIONS - REPAIR AREAC-302

TYPICAL SECTIONS - REPAIR AREAC-301

PLAN - REPAIR AREAC-102

SITE PLANC-101

CIVIL

PLAN - SURVEY CONTROLV-101

SURVEY

ABBREVIATIONSG-003

LEGEND AND GENERAL NOTESG-002

COVER SHEETG-001

GENERAL

DESCRIPTIONSHEET ID

INDEX

LOCATION

PROJECT

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

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

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

C O

N T

R A

C T

/T .O

N

O

P R

O J E

C T

C O

D E

M A

T O

C /I

D

IQ

C O

N T

R A

C T

N O

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

ISSUE DATE: JANUARY 2024

CONTRACT/TASK ORDER NO:

SOLICITATION/MATOC/SATOC NO:

of Engineers

US Army Corps

B

C L

N T

IA

-C

A D

S

H E

E T

-2

-0

-2

-G -0

.d g n

D S

P

D

:0

:0

A

M

/1 /2

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

-9

F

L O

O D

R E

P A

IR

S

C L

IN

T

O N

C O

U N

T Y

IA

C L

IN

T

O N

IA

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

L

G E

N D

A N

D G

E N

E R

A L

N O

T E

S

G-002

E J O

H N

S O

N

T

T A

E

C L

N T

IA

R

F E

L L

M

E K

B

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

C O

N T

R A

C T

/T .O

N

O

P R

O J E

C T

C O

D E

M A

T O

C /I

D

IQ

C O

N T

R A

C T

N O

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

B

C L

N T

IA

-C

A D

S

H E

E T

-2

-0

-2

-G -0

.d g n

D S

P

D

:1

:5

A

M

/1 /2

LEGEND GENERAL NOTES

AREA. SEE SPECIFICATIONS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEYS OF REPAIR 8.

WORK.

CONTRACTING OFFICER'S REVIEW AND APPROVAL PRIOR TO COMMENCING

THE CONTRACTOR SHALL FIELD STAKE THE REPAIR AREA FOR THE 7.

REQUIREMENTS.

CONTRACTOR SHALL FIELD VERIFY ELEVATIONS AND ACCESS 6.

THE MISSISSIPPI RIVER AT LOCK AND DAM 14 NEAR LE CLAIRE, IA.

SEE SPECIFICATIONS FOR HYDRAULIC DATA AND GAGE INFORMATION FOR 5.

ALONG THE MISSISSIPPI RIVER NEAR APPROXIMATE RIVERMILE 518.2.

THE REPAIR AREA IS LOCATED ON THE RIVERSIDE OF THE CLINTON LEVEE 4.

STAGING AREA FOR VEHICLE PARKING IS IDENTIFIED ON C-101. 3.

AERIAL IMAGERY USED MAY NOT REPRESENT CURRENT CONDITIONS.2.

COUNTY, IOWA.

THE CLINTON LOCAL FLOOD PROTECTION SYSTEM IS LOCATED IN CLINTON 1.

574.25

US HIGHWAY

STATE HIGHWAY

INTERSTATE HIGHWAY

WATER ELEVATION

RIVERMILE

FLOW ARROW

RIPRAP

CONTROL POINT

BORING LOCATION

NORTH INDICATOR

WINGDAM

BREAKLINE

CONSTRUCTION WORK LIMITS

CENTERLINE

EXISTING GROUND

FLOW

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

-9

F

L O

O D

R E

P A

IR

S

C L

IN

T

O N

C O

U N

T Y

IA

C L

IN

T

O N

IA

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

B R

E V

IA

T

IO

N

S

G-003

E J O

H N

S O

N

T

T A

E

C L

N T

IA

R

F E

L L

M

E K

B

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

C O

N T

R A

C T

/T .O

N

O

P R

O J E

C T

C O

D E

M A

T O

C /I

D

IQ

C O

N T

R A

C T

N O

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

B

C L

N T

IA

-C

A D

S

H E

E T

-2

-0

-2

-G -0

.d g n

D S

P

D

:1

:5

A

M

/1 /2

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

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

-9

F

L O

O D

R E

P A

IR

S

C L

IN

T

O N

C O

U N

T Y

IA

C L

IN

T

O N

IA

M

IS

S

IS

S

IP

P I

R

IV

E R

B A

S

IN

/0

M

R

IC

H M

O

D

U

R V

E Y

C O

N T

R O

L

P L

A N

V-101

C

C U

T K

O M

P

J.

B

IG

E

L

C L

N T

IA

C

C U

T K

O M

P

E K

B

A1

SCALE: 1" = 500'

PLAN - SURVEY CONTROL

5/8" ALUM. DATA POINT IN MONUMENT BOX591.272549084.08678955.18RIC 049

SET USACE ALUM CAP STAMPED 2596.812543573.14687221.072

SET USACE ALUM CAP STAMPED 1597.282543732.29687684.171

DESCRIPTIONELEVATIONEASTINGNORTHINGPOINT

SURVEY CONTROL POINTS

RIC 049

FULTON

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

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

C O

N T

R A

C T

/T .O

N

O

P R

O J E

C T

C O

D E

M A

T O

C /I

D

IQ

C O

N T

R A

C T

N O

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

B

C L

N T

IA

-C

A D

S

H E

E T

-2

-0

-0

-V -1

.d g n

D S

P

D

:3

:3

A M

/1

/2

NORTH

PLAN

TO CONVERT FROM NAVD88 TO MSL1912, ADD 0.58 FEET.3.

VERTICAL: NAVD88, GEOID 18

HORIZONTAL: NAD83/2011, IA SOUTH, US SURVEY FEET

PROJECT DATUM:2.

FIELD WORK COMPLETED AUGUST 22, 2023 AND OCTOBER 2, 2023 (FC-23-3)1.

GENERAL NOTES

RM 517

RM 518

M

IS

S

IS

S

IP

P I

R

IV

E R

F L

O W

IOWA ILLINOIS

CLINTON

HAZEL RD

6TH AVE S

S

S T

S T

0 500' 1000'

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

-9

F

L O

O D

R E

P A

IR

S

C L

IN

T

O N

C O

U N

T Y

IA

C L

IN

T

O N

IA

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

IT

E P

L A

N

C-101

E J O

H N

S O

N

T

T A

E

C L

N T

IA

R

F E

L L

M

E K

B

SCALE: 1" = 200'

SITE PLAN

STAGING AREA

SEE SHEET C-102

REPAIR AREA

CONSTRUCTION WORK LIMITS

2543545.77688106.30E

2543615.43688108.76D

2543654.79688153.41C

2543646.75688404.79B

2543535.82688399.83A

EASTINGNORTHINGPOINT

STAGING AREA COORDINATES

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

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

C O

N T

R A

C T

/T .O

N

O

P R

O J E

C T

C O

D E

M A

T O

C /I

D

IQ

C O

N T

R A

C T

N O

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

NAVIGATION SHALL NOT BE ADVERSELY IMPACTED.

GROUND ELEVATIONS AND THE SPECIFICATIONS FOR HYDRAULIC DATA.

DURATION OF THE CONTRACT. REFER TO CROSS SECTIONS FOR EXISTING

PROJECT TO THE REPAIR AREA BY BARGE AND STORE ON BARGE FOR THE

PLANT. TRANSPORT ALL EQUIPMENT AND MATERIALS REQUIRED FOR THE

ACCESS REPAIR AREA BY BARGE. REPAIR AREA ACCESSIBLE BY FLOATING 2.

VEHICLE ACCESS TO STAGING AREA SHALL BE BY 5TH AVENUE SOUTH.

STAGING AREA USAGE IS RESTRICTED TO VEHICULAR PARKING ONLY. 1.

GENERAL SHEET NOTES

400'0 200'

F L

O W

M

IS

S

IS

S

IP

P I

R

IV

E R

7TH AVE S

6TH AVE S

5TH AVE S

4TH AVE S

S

S T S

T

S

N D S

T

RM 518

3RD AVE S

2ND AVE S

S

R D S

T

WILLOW ISLAND

NORTH

PLAN

A B

C

D

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

-9

F

L O

O D

R E

P A

IR

S

C L

IN

T

O N

C O

U N

T Y

IA

C L

IN

T

O N

IA

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

P L

A N

C-102

E J O

H N

S O

N

T

T A

E

C L

N T

IA

R

F E

L L

M

E K

B

SCALE: 1" = 50'

PLAN - REPAIR AREA

CENTERLINE

EXISTING LEVEE

SEE NOTE 2

CONTROL MAT AND PLACE RIPRAP

DEMO EXISTING CONCRETE EROSION

SEE NOTE 1

TIE INTO EXISTING RIPRAP

SEE NOTE 1

TIE INTO EXISTING RIPRAP

SEE NOTE 1

TIE INTO EXISTING RIPRAP

CONSTRUCTION WORK LIMITS

2,543,726.57

E

687,621.73

N 0+00.00

STA

POB

0+82.90

STA

POT

0+00

1+00

4+00

3+00

2+00

2,543,588.35

E

687,237.80

N 4+08.23

STA

POE

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

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

C O

N T

R A

C T

/T .O

N

O

P R

O J E

C T

C O

D E

M A

T O

C /I

D

IQ

C O

N T

R A

C T

N O

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

CONTROL MAT.

05 FOR ADDITIONAL SURVEY DATA ON THE EXISTING CONCRETE EROSION

EROSION CONTROL MAT TO BE DEMOED. SEE SPECIFICATION SECTION 00 73

SEE REFERENCE PLAN SET FOR DETAILS ON THE EXISTING CONCRETE 2.

RIPRAP BED INTERLOCK.

EXISTING RIPRAP TO ENSURE CONSISTENT RIPRAP SURFACE GRADE AND

CONTRACTOR TO SELECTIVELY PLACE RIPRAP PIECES AT AREAS ADJOINING 1.

GENERAL SHEET NOTES

100'0 50'

F L

O W

M

IS

S

IS

S

IP

P I R

IV

E R

7TH AVE S

6TH AVE S

NORTH

PLAN

H1

C-301

C-301

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

-9

F

L O

O D

R E

P A

IR

S

C L

IN

T

O N

C O

U N

T Y

IA

C L

IN

T

O N

IA

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

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

C L

N T

IA

R

F E

L L

M

E K

B

SCALE: 1" = 8'

TYPICAL SECTION - REPAIR AREA - STA 2+75 TO STA 4+08

GRANULAR MATERIAL

EXISTING RIPRAP AND

APPROX TOP EL 597.2

EXISTING LEVEE

SEE NOTE 3

TIE INTO EXISTING RIPRAP

H1

SCALE: 1" = 8'

TYPICAL SECTION - REPAIR AREA - STA 0+00 TO STA 2+75

APPROX TOP EL 597.2

EXISTING LEVEE

GRANULAR MATERIAL

EXISTING RIPRAP AND

SEE NOTE 3

TIE INTO EXISTING RIPRAP

SEE NOTE 4

REMOVE OR CRUSH EXISTING CONCRETE MAT

SEE NOTE 4

REMOVE OR CRUSH EXISTING CONCRETE MAT

STONE OR CRUSHED STONE -0"/+2"

WATER OVER 6" CA-5 BEDDING

ABOVE WATER TO -0"/+8" BELOW

PLACE 18" MIN IL RR-5 RIPRAP -0"/+4"

STONE OR CRUSHED STONE -0"/+2"

WATER OVER 6" CA-5 BEDDING

ABOVE WATER TO -0"/+8" BELOW

PLACE 18" MIN IL RR-5 RIPRAP -0"/+4"

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

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

C O

N T

R A

C T

/T .O

N

O

P R

O J E

C T

C O

D E

M A

T O

C /I

D

IQ

C O

N T

R A

C T

N O

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

16'0 8'

RIVERSIDE

574.3

EL VARIES

1.5

EL 570.0

16'0 8'

574.3

1.5

EL 570.0

EL VARIES

RIVERSIDE

CONCRETE MAT WOULD REPLACE EQUIVALENT VOLUME OF BEDDING STONE.

EXPOSED CABLES TO 1' BELOW WATER SURFACE. IF USED, CRUSHED

CRUSHED ONSITE, REASONABLY REMOVE LOOSE FILTER FABRIC AND CUT

3:1 AND INCORPORATE INTO BEDDING STONE LAYER. IF CONCRETE MAT IS

MAT INTO PIECES WITH A LENGTH TO THICKNESS RATIO NO GREATER THAN

AND FILTER FABRIC AND PROPERLY DISPOSE OFFSITE OR CRUSH CONCRETE

AT CONTACTOR'S OPTION, REMOVE CONCRETE MAT TO INCLUDE CABLES 4.

RIPRAP BED INTERLOCK.

EXISTING RIPRAP TO ENSURE CONSISTENT RIPRAP SURFACE GRADE AND

CONTRACTOR TO SELECTIVELY PLACE RIPRAP PIECES AT AREAS ADJOINING 3.

AT LOCK AND DAM 14 GAGE.

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 2.

ON RIVER LEVEL FLUCTUATIONS.

RIPRAP PLACEMENT WILL BE REQUIRED IN WET AND DRY CONDITIONS BASED 1.

GENERAL SHEET NOTES