A22 - W912EK24B0010 - DUBUQUE PL84-99 FINAL PLAN SET.pdf

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2023 EVENT PL84-99 FLOOD REPAIRS

DUBUQUE COUNTY, IOWA

DUBUQUE, IA

MISSISSIPPI RIVER BASIN

ROCK ISLAND DISTRICT

W

E K

B

W912EK24B0010

DETAILS - REPAIR AREA 3S-501

TYPICAL SECTION - REPAIR AREA 3S-301

STRUCTURAL

CROSS SECTIONS - REPAIR AREA 2 - STA 5+50 TO STA 10+50C-303

CROSS SECTIONS - REPAIR AREA 2 - STA 0+00 TO STA 5+00C-302

TYPICAL SECTIONS - REPAIR AREAS 1 AND 2C-301

PLAN - REPAIR AREA 3C-104

PLAN - REPAIR AREA 2C-103

PLAN - REPAIR AREA 1C-102

SITE PLANC-101

CIVIL

PLAN - SURVEY CONTROLV-101

SURVEY

ABBREVIATIONSG-003

LEGEND AND GENERAL NOTESG-002

COVER SHEETG-001

GENERAL

DESCRIPTIONSHEET ID

INDEX

PROJECT LOCATION

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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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®of Engineers

US Army Corps

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ISSUE DATE: JULY 2024

CONTRACT/TASK ORDER NO:

SOLICITATION/MATOC/SATOC NO:

of Engineers

US Army Corps

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CONTRACTOR'S REQUEST.

ELECTRONICALLY VIA CAD FILE UPON AWARD OF CONTRACT AT

CONSTRUCTION WORK LIMITS AND ALIGNMENTS WILL BE PROVIDED 21.

OVER OFFSET DISTANCES INDICATED IN THE CONTRACT DRAWING SET.

SLOPES, ALONG WITH CONSTRUCTION TOLERANCES TAKE PRECEDENCE

CONSIDERATIONS. THE DESIGN TEMPLATE, ALIGNMENTS, ELEVATION, AND

CONDITIONS SHOULD BE NOTED FOR THE CONTRACTING OFFICERS

DIFFERENCE IN THE APPLICATION OF THE DESIGN TEMPLATE AND EXISTING

PLANS, PROFILES, AND CROSS SECTIONS SHOULD BE REVIEWED AND ANY

FOLLOWING COLLECTION OF DATA FROM THE PRELIMINARY SURVEY, DATA,

LINES, AND OFFSETS DO NOT NECESSARILY REFLECT CURRENT CONDITIONS.

GOVERNMENT PROVIDED SURVEY, ELEVATION DATA, EXISTING GROUND 20.

SEEDING OF DISTURBED AREAS IS PER THE SPECIFICATIONS.19.

NOTIFY THE CONTRACTING OFFICER IMMEDIATELY.

DISTURBANCE OR DAMAGE OCCURS OUTSIDE DESIGNATED WORK LIMITS

MINIMIZE DISTURBANCE FROM WATER BASED CONSTRUCTION ACTIVITIES. IF

SENSITIVE AQUATIC SPECIES ARE PRESENT ADJACENT TO WORK AREAS. 18.

DUBUQUE AND CONTRACTING OFFICER.

COORDINATE CLOSING LEVEE CROWN WALKING TRAIL WITH CITY OF 17.

REQUIREMENTS AND ROUTE TO THE SITE.

CONTRACTING OFFICER. THE CONTRACTOR SHALL VERIFY ACCESS

THE ROAD COMMISSIONERS, THE CITY OF DUBUQUE, AND THE

THE CONTRACTOR SHALL COORDINATE ALL ROAD AND SITE ACCESS WITH 16.

COMPLETION OF WORK AT THE CONTRACTORS RESPONSIBILITY.

MINIMIZED AND REPAIRED TO PRE-PROJECT CONDITIONS PRIOR TO

DAMAGE TO THE LEVEE CAUSED BY CONSTRUCTION ACTIVITIES SHALL BE 15.

ROADWAYS OR TRAILS DAMAGED DUE TO CONSTRUCTION ACTIVITIES.

CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/REPLACEMENT OF ANY 14.

SPECIFICATIONS. SURVEY CONTROL IS PROVIDED ON V-101.

CONTRACTOR SHALL FIELD VERIFY ELEVATIONS IN ACCORDANCE WITH 13.

SECTION 02 21 00.

CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEY AS SPECIFIED IN 12.

ENVIRONMENTAL RESTRICTIONS.

REFER TO SPECIFICATIONS SECTIONS 00 73 05 AND 01 57 19 FOR 11.

PLAN IN ACCORDANCE WITH THE NPDES PERMIT AS SPECIFIED.

THE CONTRACTOR SHALL PREPARE AND SUBMIT A STORM WATER POLLUTION 10.

TO INITIATING CONSTRUCTION.

THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A NPDES PERMIT PRIOR 9.

MAY NOT REPRESENT CURRENT CONDITIONS.

AERIAL PHOTOGRAPHY IS NAIP IMAGERY FROM 2021. AERIAL IMAGERY USED 8.

INFORMATION.

SEE SPECIFICATIONS SECTION 00 73 05 FOR HYDRAULIC DATA AND GAUGE 7.

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 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.

SHOULD BE COORDINATED WITH THE CONTRACTING OFFICER.

PRIOR TO FLOOD EVENTS AT NO ADDITIONAL COST. ADDITIONAL STAGING

FOR PROTECTING OR REMOVING ANY STAGED EQUIPMENT OR OTHER ITEMS

REMAIN WITHIN THE WORK LIMITS SHOWN. CONTRACTOR IS RESPONSIBLE

STAGING SHALL BE COORDINATED WITH THE CONTRACTING OFFICER AND 4.

THERE ARE MULTIPLE DISTINCT REPAIR AREAS.3.

ONLY.

ACCESS TO THE SITE FOR REPAIR AREAS ONE AND TWO IS BY LAND ACCESS 2.

BETWEEN RIVER MILES 578.6 TO 582.8.

THE RIGHT DESCENDING BANK OF THE MISSISSIPPI RIVER, POOL 12

THE DUBUQUE LEVEE SYSTEM IS LOCATED IN DUBUQUE COUNTY, IOWA, ON 1.

GENERAL NOTESLEGEND

593.5

UTILITY (MANHOLE)

UTILITY (POLE)

WINGDAM

WATER ELEVATION

US HIGHWAY

STATE HIGHWAY

RIVERMILE

RIPRAP (PLAN)

RIPRAP (SECTION)

RAILROAD

NORTH INDICATOR

LEVEE

INTERSTATE HIGHWAY

HYDRAULIC FILL

FLOW ARROW

FENCE

EXISTING GROUND

EDGE OF WATER

CONSTRUCTION WORK LIMITS

CENTERLINE

CONTROL POINT

CONCRETE

COMPACTED SUBBASE

COMPACTED EARTHEN FILL

BREAKLINE

BEDDING

ACCESS ROAD

FLOW

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®of Engineers

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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

POINT OF ENDPOE

POINT OF BEGINNING POB

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

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B

3" COE DISK STAMPED ROCK ISLAND DIST617.525687438.893655764.9323-243-4039

CHECK WJ 067616.585688849.793658060.164000

FOUND BUTTON SE COR 16TH ST BRIDGE621.845688509.533662649.284

CHECK Z 177618.525688935.293661526.103

SET 5/8" REBAR W/ 2.5" USACE CAP STAMPED 2619.125688902.153665546.062

SET 5/8" REBAR W/ 2.5" USACE CAP STAMPED 1619.515689879.103666713.021

DESCRIPTIONELEVATION EASTINGNORTHINGPOINT NAME

�SURVEY CONTROL POINTS

A1 SCALE: 1" = 600'

PLAN - SURVEY CONTROL

23-243-4039

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

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®of Engineers US Army Corps

U .S

A

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TO CONVERT FROM NAVD88 TO MSL 1912, ADD 0.68 FEET.3.

VERTICAL: NAVD88, GEOID 18

HORIZONTAL: NAD83/2011, IOWA NORTH, US SURVEY FEET

PROJECT DATUM:2.

FIELD WORK COMPLETED AUGUST 31, 2023. (FC-23-3)1.

GENERAL SURVEY NOTES

NORTH

PLAN

0 600' 1200'

IOWA

ILLINOIS

WISCONSIN

DUBUQUE

EAST DUBUQUE

F

LO

W

M

IS

S

IS

S

IP

P I R

IV

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RM 580

RM 581

E 1ST ST

E COMMERCIAL ST

E 5TH ST

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6TH S

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A1

SCALE: 1" = 600'

SITE PLAN

SEE SHEET C-102

REPAIR AREA 1

SEE SHEET C-103

REPAIR AREA 2

SEE SHEET C-104

REPAIR AREA 3

SEE SHEET C-103

STAGING AREA

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

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0 600' 1200'

NORTH

PLAN

REPAIR USES ONLY.

CONTRACT STATIONING DOES NOT MATCH THE NLD AND IS TO BE USED FOR

LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE DATABASE (NLD). 4.

GOVERNMENT.

RESTORED TO PRE-PROJECT CONDITIONS AT NO ADDITIONAL COST TO THE

ANY DAMAGE TO EXISTING ROADWAYS, TRAILS, OR LEVEE RAMPS SHALL BE 3.

RIPRAP INTO EXISTING RIPRAP.

VIA TERMINAL STREET, AND MISSISSIPPI RIVER AS NEEDED. BLEND NEW

AREA TWO IS VIA KERPER BOULEVARD. ACCESS TO REPAIR AREA THREE IS

ACCESS TO REPAIR AREA ONE IS VIA THE LEVEE CROWN. ACCESS TO REPAIR 2.

THE COMPLETION OF THE PROJECT.

THE LEVEE SLOPE WILL NEED TO BE REMOVED AND RESTORED PRIOR TO

TEMPORARY RAMPS CONSTRUCTED FOR ACCESS DURING THE PROJECT ON 1.

GENERAL SHEET NOTES

IOWA

ILLINOIS

WISCONSIN

DUBUQUE

EAST DUBUQUE

F L O

W

M

IS

S

IS

S

IP

P I R

IV

E R

RM 580

RM 581

E 1ST ST

E COMMERCIAL ST

E 5TH ST

B E L L S

T

K E

R P

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L V

D

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H S T

K E

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SCALE: 1" = 50'

PLAN - REPAIR AREA 1

EXISTING LEVEE

APPLY HERBICIDE, DISK, AND SEEDING

DO NOT DISTURB

EXISTING CULVERT

CONSTRUCTION WORK LIMITS

DO NOT DISTURB

EXISTING FENCE

5688948.813665567.39D

5688957.263665562.42C

5689904.433666674.90B

5689898.203666682.73A

EASTINGNORTHINGPOINT

SEEDING AREA COORDINATES

ASPHAULT WALKING TRAIL ON CROWN OF LEVEE

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

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FOR CONTRACTING OFFICERS APPROVAL PRIOR TO HERICIDE TREATMENT.

FIELD VERIFY EXTENT OF VEGETATION LOSS AND STAKE SEEDING LIMITS 4.

SEED ALL AREAS SHOWN AS SPECIFIED IN 32 92 19.3.

ADDITIONAL COST TO THE GOVERNMENT.

LEVEE SHALL BE RESTORED TO PRE-PROJECT CONDITIONS AT NO

ANY DAMAGE TO EXISTING ROADWAYS, TRAILS, LEVEE RAMPS, OR THE 2.

REPAIRS ONLY.

CONTRACT STATIONING DOES NOT MATCH THE NLD AND IS TO BE USED FOR

LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE DATABASE (NLD). THE 1.

GENERAL SHEET NOTES

NORTH

PLAN

LAKE PEOSTA CHANNEL

FLOW

50' 100'0

KILG

O

R

E STR

EET

A

B

C

D

C-301

C K

I S

L A

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SCALE: 1" = 80'

PLAN - REPAIR AREA 2

DO NOT BLOCK OR DISTURB

EXISTING GATEWELL

EXISTING LEVEE

DO NOT DISTURB

BEWARE OF HIGH VELOCITY CURRENTS DURING PUMPING OPERATIONS

GATEWELL CONTROL STRUCTURE FOR PUMP STATION DISCHARGE

DO NOT DISTURB

EXISTING STAIR CASE

CONSTRUCTION WORK LIMITS

PLACE RIPRAP

5687432.963662174.82D

5687535.633661957.82C

5687887.463662115.18B

5687787.363662325.03A

EASTINGNORTHINGPOINT

STAGING AREA

STAGING AREA

ACCESS ROADS

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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,4

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,5

.6

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ADDITIONAL COST TO THE GOVERNMENT.

LEVEE SHALL BE RESTORED TO PRE-PROJECT CONDITIONS AT NO

ANY DAMAGE TO EXISTING ROADWAYS, TRAILS, LEVEE RAMPS, OR THE 2.

REPAIRS ONLY.

CONTRACT STATIONING DOES NOT MATCH THE NLD AND IS TO BE USED FOR

LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE DATABASE (NLD). THE 1.

GENERAL SHEET NOTES

NORTH

PLAN

LAKE PEOSTA CHANNEL

FLOW

KERPER BLVD

80' 160'0

KERPER BLVD

E A S

T

T

H S

T R

E E

T

A

B

C

D

C-301

J1

R O

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

D U

B U

Q U

E C

O U

N T

Y

IO

W A

D U

B U

Q U

E

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-104

G

G R

A H

A M

T

T A

E

D

B U

Q U

E

A M

C C

L A

N A

H

E K

B

SCALE: 1" = 10'

PLAN - REPAIR AREA 3

DO NOT DISTURB

EXISTING MANHOLE

CONSTRUCTION WORK LIMITS

REPAIR WATER STOP JOINT

PROTECT EXISTING UTILITIES ON WALL

EXISTING I-WALL

22' - 1 11/16""

PLACE SAND FILL

EXCAVATE EXISTING GROUND TYP

5' - 0" TYP

V A

R

IE

S T

Y P

ACCESS ROAD

DO NOT DISTURB

EXISTING PIPE AND STORM DRAIN

21' - 0"

EXISTING I-WALL

REPAIR WATER STOP JOINT

EXISTING T-WALL

EXISTING TOE DRAIN DO NOT DISTURB

EXISTING UTILITY POLE DO NOT DISTURB

SPREAD EXCESS EXCAVATED MATERIAL EVENLY

REPAIR WATER STOP JOINT3' - 11 1/4"

S L

O P

E A

T

H :1

V

SEE NOTE 6

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

D B

U Q

U E

-C A

D

S H

E E

T -2

-0

-1

-C

-1

.d g n

D S

P

D

:2

:5

A M

/2

/2

NORTH

PLAN

10' 20'0

T E R

M

IN

A L S

T R E E T

EAST 1ST STREET

ROADS OR SIDEWALKS.

THE TOE OF THE BERM IS NOT TO ENCROACH OR BE PLACED OVER ANY 6.

COR.

DUBUQUE. COORDINATE DELIVERY SCHEDULE WITH THE CITY THROUGH THE

BACKFILL AND MATERIAL FOR THE BERM WILL DEILVERED BY THE CITY OF 5.

DO NOT DISTURB STORM DRAINS.4.

APPROVAL.

INSPECT TOE DRAIN. DO NOT BACKFILL WITHOUT CONTRACTING OFFICERS

EXCAVATE TO EXPOSE FLOODWALL TOE DRAIN AS INDICATED. CORPS WILL 3.

OFFICER PRIOR TO BEGINNING WORK.

STORM DRAIN. FIELD VERIFY LOCATION FOR APPROVAL WITH CONTRACTING

APPROXIMATE LOCATION OF EXISTING 8" TOE DRAIN, 12" PIPE, AND 24" 2.

BEGINNING WORK.

LOCATION FOR APPROVAL WITH CONTRACTING OFFICER PRIOR TO

APPROXIMATE LOCATION OF FLOODWALL JOINTS AS SHOWN. FIELD VERIFY 1.

GENERAL SHEET NOTES

T O E

X

IS

T

IN

G G

R O

U N

D

S-501

A11 S-501

A1

S-501

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

D U

B U

Q U

E C

O U

N T

Y

IO

W A

D U

B U

Q U

E

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 S

A

N D

T Y

P

IC

A L

S E

C T

IO

N

S

C-301

G

G R

A H

A M

T

T A

E

D

B U

Q U

E

A M

C C

L A

N A

H

E K

B

SCALE: 1" = 10'

TYPICAL SECTION - REPAIR AREA 1

PLACE MIN 18" RIPRAP OVER BEDDING STONE AND EXISTING RIPRAP

PLACE MIN 6" BEDDING STONE WHERE EXISTING RIPRAP NOT PRESENT

J1

SCALE: 1" = 10'

TYPICAL SECTION - REPAIR AREA 2

10'

10'

12'

SEE NOTE 5

EXISTING RIPRAP

EXISTING RIPRAP

EXISTING ASPHALT WALKING TRAIL

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

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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

S p e c if ic W o rk

\B

D

B U

Q U

E

\B

D

B U

Q U

E -C

A D

S

H E

E T

-2 -0

-1

-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

:2

:1

A M

/2

/2

10' 20'0

EL 593.5

FOR CONTRACTING OFFICERS APPROVAL PRIOR TO HERBICIDE TREATMENT.

FIELD VERIFY EXTENT OF VEGETATION LOSS AND STAKE SEEDING LIMITS 9.

SEED ALL AREAS SHOWN AS SPECIFIED IN 32 92 19.8.

AREAS ON THE LEVEE SHALL BE RESTORED AND SEEDED.

ACCESS TO REPAIR AREAS 1 AND 2 SHALL BE VIA LAND. ALL DISTURBED 7.

DAILY STAGE DATA.

EXCEEDANCE DURATION ELEVATION. REFER TO RIVERGAGES.COM FOR

THE MEDIAN ANNUAL WATER LEVEL, WHICH IS THE 50% ANNUAL

WATER ELEVATIONS SHOWN FOR THE MISSISSIPPI RIVER CORRESPONDS TO 6.

NEW RIPRAP TO CREATE EVEN, CONTINUOUS SLOPES.

FIELD VERIFY ELEVATION AND EXTENT OF EXISTING RIPRAP AND BLEND IN 5.

OFF SITE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL LAWS.

STRIP EXISTING VEGETATION PRIOR TO PLACING RIPRAP AND DISPOSE OF 4.

FEDERAL, STATE, AND LOCAL LAWS.

DEBRIS SHALL BE PROPERLY DISPOSED OF OFF SITE IN ACCORDANCE WITH

CONTRACTOR SHALL REMOVE DEBRIS WITHIN THE WORK LIMITS SHOWN. 3.

THE LINES AND GRADES SHOWN.

PLACE RIPRAP IN ACCORDANCE WITH SPECIFICATIONS SECTION 35 31 19 TO 2.

REFER TO SPECIFICATIONS FOR MATERIAL REQUIREMENTS.1.

GENERAL SHEET NOTES

EL 593.5

EL 600.0

EL VARIES

10' 20'0

APPPLY HERBICIDE, DISK, AND SEED

LEVEE

APPROX

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

D U

B U

Q U

E C

O U

N T

Y

IO

W A

D U

B U

Q U

E

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

S E

C T

IO

N

S-301

R .E

C

A N

T U

B

J O

N

D

B U

Q U

E

H

O C

E K

B

SCALE: 1" = 5'

SECTION - REPAIR AREA 3

33'-0"

5'-0"

18" RIPRAP

6" BEDDING

HYDRAULIC FILL

5'-0"

12" PIPE

24" RCP SURFACE DRAIN

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

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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

S p e c if ic W o rk

\B

D B

U Q

U E

\B

D B

U Q

U E

-C A

D

S H

E E

T -2

-0

-1

-S

-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

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p lt c fg

:3

:3

P

M

/2 /2

EL 618.50

DESIGN LEVEE

EL 615.50

DESIGN FLOOD

EL 608.00

EL 606.50

EL 588.00

EL 580.00

SL

SLOPE TO DRAIN

0 5' 10'

2.5

� T-WALL

EL 593.5

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

D U

B U

Q U

E C

O U

N T

Y

IO

W A

D U

B U

Q U

E

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

D E

T A

IL

S

S-501

R .E

C

A N

T U

B

J O

N

D

B U

Q U

E

H

O C

E K

B

SCALE: 3/8"=1'-0"

DETAIL - TYPICAL T-WALL JOINT REPAIR

K11

SCALE: 1 1/2" = 1'-0"

DETAIL - TYPICAL JOINT REPAIR - NEW WORK

18" RIPRAP

6" BEDDING

1'-6"

R E

M O

V E

J O

IN

T

M A

T E

R

IA

L

A P

P R

O X

VARIES

VARIES

SEE NOTE 1

REMOVE JOINT MATERIAL,

TO REMAIN

WATERSTOP

EXISTING

V A

R

IE

S

V A

R

IE

S

FLOODWALL, TYP

(SIDES AND TOP)

1" DEEP SELANT

RESIN GROUT, TRIM BACK 1" AS SHOWN

NEW HYDRPPHILIC POLYURETHANE

K1

SCALE: 1 1/2" = 1'-0"

DETAIL - TYPICAL JOINT REPAIR - DEMOLITION

A11

SCALE: 3/8"=1'-0"

DETAIL - TYPICAL I-WALL JOINT REPAIR

1'-6"

APPROX EL 607.50

EXISTING GRADE,

R E

M O

V E

J O

IN

T

M A

T E

R

IA

L

Z-27 PILING, STAGGERED

REQUIRED

BACKFILL AS

EXCAVATE AND

18" RIPRAP

6" BEDDING

15'-0"

INVERT EL 606.00

8" TOE DRAIN,

8"

SLOPE TO DRAIN

PLACE SAND FILL,

SLOPE TO DRAIN

PLACE SAND FILL,

15' - 0"

SAND.

INDICATED. BACKFILL WITH CLEAN

JOINT, TOE DRAIN, AND GRAVEL AS

EXCAVATE TO EXPOSE FLOODWALL

APPROX EL 607.50

EXISTING GRADE,

10'-0"

REQUIRED

BACKFILL AS

EXCAVATE AND

8"

DRAIN

SURFACE

24" RCP

INVERT EL 606.00

8" TOE DRAIN,

12" PIPE

INDICATED. BACKFILL WITH CLEAN SAND

TOE DRAIN IF PRESENT, AND GRAVEL AS

EXCAVATE TO EXPOSE FLOODWALL JOINT,

VARIES

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

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

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C O

D E

M A

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C /I

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C O

N T

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C T

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®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

S p e c if ic W o rk

\B

D B

U Q

U E

\B

D B

U Q

U E

-C A

D

S H

E E

T -2

-0

-1

-S

-5

.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

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p lt c fg

:3

:3

P

M

/2 /2

REQUIREMENTS.

SEE SPECIFICATIONS FOR HYDROPHILIC GROUT AND SEALANT 2.

DURING THIS PROCESS.

REESTABLISH 1/2" OPENING. EXISTING WATERSTOP IS NOT TO BE DAMAGED

WHERE OPENINGS ARE LESS THAN 1/2", SAWCUT / CHISEL JOINT TO 1.

GENERAL SHEET NOTES

LANDSIDERIVERSIDE

1' 2'0 6"

1/2" MIN

B O

T H

S

ID

E S

W A

L L

H E

IG

H

T A

B O

V E

G R

A D

E

1' 2'0 6"

LANDSIDERIVERSIDE

B O

T H

S

ID

E S

4'0 2' 8' 4'0 2' 8'

EL 609.32

EL 609.32

S-501

K1

S-501

K11

S-501

K1

K11