Two Rivers-PLAN_SET_SOL-2024-06-05.pdf

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Two Rivers Levee and Drainage District Flood Repairs
Solicitation number
W912EK24B0004
Issued by

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This document is an Invitation for Bid (IFB) for the Two Rivers Levee and Drainage District Flood Repairs project. The solicitation is a 100% Service Disabled Veteran Owned Small Business (SDVOSB) set-aside with an estimated cost range between $1,000,000 and $5,000,000. The work involves levee repair as detailed in Section 01 11 00 Summary of Work, with a contract completion time of 365 calendar days from notice to proceed. The contracting agency is the Department of the Army Corps of Engineers Engineering District Rock Island. All questions are to be submitted via Projnet, and the IFB and related specifications and drawings can be found in the attachments.

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Other files

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BID SUMMARY SHEET_24B0004 Two Rivers_signed.pdf PDF
TWO RIVERS PREBID SITE VISIT 8 July 2024.pdf PDF
Two Rivers-SPEC_SOL-2024-05-06-W912EK24B0004.pdf PDF

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2023 EVENT PL84-99 FLOOD REPAIRS

DES MOINES COUNTY, IOWA

TWO RIVERS LEVEE AND DRAINAGE DISTRICT MIDDLE UNIT

MISSISSIPPI RIVER BASIN

ROCK ISLAND DISTRICT

W

E K

B

W912EK24B0004

CROSS SECTIONS - REPAIR AREA 2C-308

CROSS SECTIONS - REPAIR AREA 2C-307

CROSS SECTIONS - REPAIR AREA 2C-306

CROSS SECTIONS - REPAIR AREA 1C-305

CROSS SECTIONS - REPAIR AREA 1C-304

CROSS SECTIONS - REPAIR AREA 1C-303

KEY-IN TYPICAL SECTIONSC-302

TYPICAL SECTIONSC-301

PLAN - REPAIR AREA 2C-104

PLAN - REPAIR AREA 1C-103

PLAN - STAGING AREASC-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: JUNE 2024

CONTRACT/TASK ORDER NO:

SOLICITATION/MATOC/SATOC NO:

of Engineers

US Army Corps

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THE CONTRACT DRAWING SET.

TOLERANCES TAKE PRECEDENCE OVER OFFSET DISTANCES INDICATED IN

ALIGNMENTS, ELEVATION, AND SLOPES, ALONG WITH CONSTRUCTION

CONTRACTING OFFICERS CONSIDERATIONS. THE DESIGN TEMPLATE,

TEMPLATE AND EXISTING CONDITIONS SHOULD BE NOTED FOR THE

REVIEWED AND ANY DIFFERENCE IN THE APPLICATION OF THE DESIGN

SURVEY, DATA, PLANS, PROFILES, AND CROSS SECTIONS SHOULD BE

CONDITIONS. FOLLOWING COLLECTION OF DATA FROM THE PRELIMINARY

LINES, AND OFFSETS DO NOT NECESSARILY REFLECT CURRENT

GOVERNMENT PROVIDED SURVEY, ELEVATION DATA, EXISTING GROUND 17.

SECTION 32 92 19. SEEDING OF SAND LEVEE IS NOT REQUIRED.

SEED DISTURBED AREAS IN THE STAGING AREAS PER SPECIFICATIONS 16.

ACCESS REQUIREMENTS AND ROUTE TO THE SITE.

AND THE CONTRACTING OFFICER. THE CONTRACTOR SHALL VERIFY

THE ROAD COMMISSIONERS, THE DRAINAGE DISTRICT, GRAIN ELEVATOR,

15. THE CONTRACTOR SHALL COORDINATE ALL ROAD AND LEVEE ACCESS WITH

PROJECT COMPLETION.

MINIMIZED AND REPAIRED TO PRE-PROJECT CONDITIONS PRIOR TO

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

ANY ROADWAYS DAMAGED DUE TO CONSTRUCTION ACTIVITIES.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/REPLACEMENT OF

SPECIFICATIONS. SURVEY CONTROL IS PROVIDED ON V-101.

12. CONTRACTOR SHALL FIELD VERIFY ELEVATIONS IN ACCORDANCE WITH

SPECIFICATION SECTIONS 00 73 05 AND 02 21 00.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEYS AS SPECIFIED IN

ENVIRONMENTAL REQUIREMENTS.

10. REFER TO SPECIFICATION SECTIONS 00 73 05 AND 01 57 19 FOR

9. AERIAL IMAGERY USED MAY NOT REPRESENT CURRENT CONDITIONS.

INFORMATION FOR THE MISSISSIPPI RIVER.

8. SEE SPECIFICATIONS SECTION 00 73 05 FOR HYDRAULICS DATA AND GAGE

OFFICER PRIOR TO ANY WORK STARTING.

STAKED BY THE CONTRACTOR AND APPROVED BY THE CONTRACTING

7. THE LAYOUT OF THE PROJECT FEATURES AS SHOWN SHALL BE FIELD

CONTRACTORS REQUEST.

ELECTRONICALLY VIA CAD FILE UPON AWARD OF CONTRACT AT

CONSTRUCTION WORK LIMITS AND ALIGNMENTS WILL BE PROVIDED 6.

CONSTRUCTION.

RESPONSIBLE FOR REPAIRING ANY UTILITIES DAMAGED DURING

AND AT STAGING AREAS PRIOR TO BEGINNING WORK AND SHALL BE

5. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING UTILITIES ON SITE

STAGING SHALL BE COORDINATED WITH THE CONTRACTING OFFICER.

ITEMS PRIOR TO FLOOD EVENTS AT NO ADDITIONAL COST. ADDITIONAL

FOR PROTECTING OR REMOVING ANY STAGED EQUIPMENT OR OTHER

REMAIN WITHIN THE WORK LIMITS SHOWN. CONTRACTOR IS RESPONSIBLE

4. STAGING SHALL BE COORDINATED WITH THE CONTRACTING OFFICER AND

3. THE REPAIR AREA IS ALONG THE RIVER SIDE OF THE LEVEE.

PLANS.

COUNTY CONSERVATION. ADDITIONAL RIVER ACCESS IS SHOWN IN THE

HAWKEYE - DOLBEE LANDING, WHICH IS MANAGED BY THE DES MOINES

ACCESS IS ALSO AVAILABLE. NEAREST PUBLIC RIVER ACCESS IS AT

OR OPTIONAL TEMPORARY CONSTRUCTION RAMP AT 192ND STREET. RIVER

2. LAND ACCESS TO THE SITE IS THE LEVEE CROWN FROM THE STAGING AREA

OF HAWKEYE-DOLBEE DIVERSION DITCH (POOL 18).

UPSTREAM OF LOCK AND DAM 18 AND DOWNSTREAM OF THE CONFLUENCE

DESCENDING BANK OF THE MISSISSIPPI RIVER NEAR RIVER MILE 418.

1. THE PROJECT IS LOCATED IN DES MOINES COUNTY, IOWA ON THE RIGHT

GENERAL NOTES

574.25

WINGDAM

WATER ELEVATION

US HIGHWAY

STATE HIGHWAY

RIVERMILE

RIPRAP

NORTH INDICATOR

INTERSTATE HIGHWAY

FLOW ARROW

EXISTING GROUND

EDGE OF WATER

CONTROL POINT

CONSTRUCTION WORK LIMITS

CENTERLINE

BREAKLINE

BORING LOCATION

BEDDING

FLOW

LEGEND

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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 BEGINPOB

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

D E

S M

O

IN

E S

C O

U N

T Y

IO

W A

T W

O R

IV

E

R S

L E

V E

E A

N D

D R

A

IN

A G

E D

IS

T

R

IC

T M

ID

D

L E

U N

IT

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

S E

L F

E

J.

B

IG

E

L

R

IV

R

M

C

S E

L F

E K

B

A1

SCALE: 1" = 500'

PLAN - SURVEY CONTROL

23-269-2000

TRL-4

1/2" REBAR WITH ORANGE T POST528.172342645.545360296.6004497

5/8" REBAR W 2.5" COE DISK STAMPED TRL-4 2023 543.132342617.586362016.413TRL-4

FOUND 2.5" DISK STAMPED 99-274 524.062338664.658369445.05023-269-2000

DESCRIPTIONELEVATIONEASTINGNORTHINGPOINT

SURVEY CONTROL POINTS

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

R

IV

R

M

-C

A D

S

H E

E T

-2

-0

-1

-V -1

.d g n

D S

P

D

:2

:0

A M

/3

/2

M

IS

S

IS

S

IP

P I R

IV

E

R

RM 419

RM 418

MEEKERS LANDING ROAD

0 500' 1000'

NORTH

PLAN

F L

O W

198TH STREET

192ND STREET

T

H A

V E

N U

E

T

H A

V E

N U

E

R U

N N

IN

G S

L O

U G

H D

R A

IN

ON CONTRACTORS REQUEST.

HISTORIC CONVERSION FROM NAVD 1988 TO MSL 1912, WILL BE PROVIDED 3.

VERTICAL: NAVD 1988, GEOID 18

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

2. PROJECT DATUM:

CONTROL FIELDWORK COMPLETED 09/27/2023 (FC-23-3)1.

GENERAL NOTES

C K

I S

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N D

IL

L

IN

R O

C K

I S

L A

N D

D

IS

T R

IC

T

A N

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D

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IC

IT

A

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N

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-9

F

L O

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P A

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D E

S M

O

IN

E S

C O

U N

T Y

IO

W A

T W

O R

IV

E

R S

L E

V E

E A

N D

D R

A

IN

A G

E D

IS

T

R

IC

T M

ID

D

L E

U N

IT

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

L

H A

R P

E R

T

T A

E

R

IV

R

M

A M

C C

L A

N A

H

E K

B

RIVER ACCESS

SCALE: 1" = 1000'

SITE PLAN

STAGING AREAS

EXISTING LEVEE ACCESS RAMP NOT AVAILABLE

SEE SHEET C-104

REPAIR AREA 2

SEE SHEET C-103

REPAIR AREA 1

EXISTING GRAIN ELEVATOR

OPTIONAL TEMPORARY CONSTRUCTION RAMP

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 R

IV

R

M -C

A D

S

H E

E T

-2 -0

-1

-C

-1 .d g n

D S

P

D

:0

:2

A

M

/6 /2

M

IS

S

IS

S

IP

P I R

IV

E

R

RM 419

RM 418

MEEKERS LANDING ROAD

0 1000' 2000'

NORTH

PLAN

F L

O W

198TH STREET

192ND STREET

T

H A

V E

N U

E

R U

N N

IN

G S

LO

U

G H D

R A

IN

KINGSTON

H40

190TH STREET

195TH STREET

RM 417

LEVEE SLOPE RESTORED TO PRECONSTRUCTION CONDITIONS.

TO CONSTRUCT RAMP. RAMP MUST BE REMOVED AT END OF CONTRACT AND

CONSTRUCTED FROM 192ND STREET. DO NOT DAMAGE OR DEGRADE LEVEE

A TEMPORARY GRAVEL CONSTRUCTION RAMP FOR LEVEE ACCESS MAY BE

LAND ACCESS TO THE WORK AREA VIA LEVEE CROWN FROM STAGING AREA. 3.

OFFSITE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS.

REMOVE STOCKPILED FELLED TREES FROM STAGING AREA AND DISPOSE 2.

RESTORED TO PRE-PROJECT CONDITIONS.

ANY DAMAGES TO EXISTING ROADWAYS OR LEVEE RAMPS SHALL BE 1.

GENERAL SHEET NOTES

C K

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IN

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IS

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IC

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/0

H

E D

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T

A G

IN

G

A R

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S

P L

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C-102

L

H A

R P

E R

T

T A

E

R

IV

R

M

A M

C C

L A

N A

H

E K

B

SCALE: 1" = 40'

PLAN - STAGING AREAS

NORTH STAGING AREA

SOUTH STAGING AREA

2339789.91369462.01D

2339869.18369468.44C

2339877.71369806.92B

2339812.82369806.86A

EASTINGNORTHINGPOINT

NORTH STAGING AREA COORDINATES

2339779.83369303.06D

2339865.48369300.89C

2339868.77369453.22B

2339769.20369445.15A

EASTINGNORTHINGPOINT

SOUTH STAGING AREA COORDINATES

RIVER ACCESS

LEVEE CENTERLINE

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 R

IV

R

M -C

A D

S

H E

E T

-2 -0

-1

-C

-1 .d g n

D S

P

D

:2

:5

A M

/3

/2

MEEKERS LANDING ROAD

40' 80'0

M

IS

S

IS

S

IP

P I R

IV

E

R

A B

C

D

A B

CD

NORTH

PLAN

F L

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

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D

S O

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IC

IT

A

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IO

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L

-9

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/0

H

E D

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P A

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A

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A

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C-103

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IV

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M

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C C

L A

N A

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B

WORK LIMITS

SCALE: 1" = 20'

PLAN - REPAIR AREA 1

PLACE RIPRAP AND BEDDING

10'

LEVEE CENTERLINE

WORK LIMITS EXISTING BANKLINE

EXISTING RIPRAP

EXISTING MOORING CELL

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

A

B

C

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E

F

G

H

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K

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B Y

C H

E C

K E

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Y

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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

0+00

1+00

POB

STA 0

+00.0

0 = N

LD 43

2+88

N 36 2,161

.44

E 2,3 42,57

3.22

POE

STA 1

+50.0

N 36 2,014

.53

E 2,3 42,60

3.51

B R

IV

R

M -C

A D

S

H E

E T

-2 -0

-1

-C

-1 .d g n

D S

P

D

:2

:2

A M

/3

/2

M

IS

S

IS

S

IP

P I R

IV

E

R

0 20' 40'

NORTH

PLAN

F L

O W

A1

C-301

CELLS.

MINIMIZE INTERRUPTION TO BARGE OPERATIONS AT ADJACENT MOORING 5.

MINIMIZE LAND BASED WORK.4.

DELIVER ALL RIPRAP AND BEDDING STONE VIA BARGE.3.

CONDITIONS.

ANY DAMAGE TO THE LEVEE SHALL BE RESTORED TO PRE- PROJECT 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

A1

C-302

A1

C-302

C-302

F1

C-302

F1

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

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N

E V

E N

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-9

F

L O

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P A

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S

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E S

C O

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W A

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E A

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D R

A

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A G

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T

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B A

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/0

H

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A

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A

P L

A N

C-104

L

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T

T A

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IV

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M

A M

C C

L A

N A

H

E K

B

WORK LIMITS

SCALE: 1" = 20'

PLAN - REPAIR AREA 2

PLACE RIPRAP AND BEDDING

10'

50'

LEVEE CENTERLINE

EXISTING RIPRAP

PLACE RIPRAP AROUND STRUCTURE

EXISTING MOORING CELL

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

A

B

C

D

E

F

G

H

J

K

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M

N

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S U

B M

IT

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E D

B Y

C H

E C

K E

D B

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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

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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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®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

0+00

1+00

POB

STA 0

+00.

00 =

NLD 44

6+47

N 36 0,77

2.96

E 2, 342, 893.

POE

STA 2+00.00

N 360,580.67 E 2,342,902.09

POT

STA 1+36.11

B R

IV

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M -C

A D

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-1

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A M

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IS

S

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S

IP

P I R

IV

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0 20' 40'

NORTH

PLAN

F L

O W

F1

C-301

CELLS.

MINIMIZE INTERRUPTION TO BARGE OPERATIONS AT ADJACENT MOORING 5.

MINIMIZE LAND BASED WORK.4.

DELIVER ALL RIPRAP AND BEDDING STONE VIA BARGE.3.

CONDITIONS.

ANY DAMAGE TO THE LEVEE SHALL BE RESTORED TO PRE- PROJECT 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

A1

C-302

C-302

F1

C-302

F1

C-302

C K

I S

L A

N D

IL

L

IN

R O

C K

I S

L A

N D

D

IS

T R

IC

T

A N

S I

D

S O

L

IC

IT

A

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N

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-9

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P A

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C O

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W A

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D R

A

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A G

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B A

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IC

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N

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C-301

L

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C C

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SCALE: 1" = 5'

TYPICAL SECTION - REPAIR AREA 1

F1

SCALE: 1" = 5'

TYPICAL SECTION - REPAIR AREA 2

GROUND AND PLACE 6" BEDDING

STRIP MINIMUM 6" BELOW EXISTING

PLACE MINIMUM 18" RIPRAP

WORK LIMITS

7.5' MIN

GROUND AND PLACE 6" BEDDING

STRIP MINIMUM 6" BELOW EXISTING

PLACE MINIMUM 18" RIPRAP

M

IN

TIE INTO EXISTING RIPRAP

TIE INTO EXISTING RIPRAP

EXISTING RIPRAP

EXISTING RIPRAP

EXISTING GROUND

10'

10'

10'

10'

WORK LIMITSEXISTING GROUND

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

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IT

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S I Z

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®of Engineers

US Army Corps

U .S

A

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WITHIN THE WORK LIMITS IDENTIFIED.

SPREAD MATERIAL EXCAVATED FOR KEY-INS ON ADJACENT LEVEE SLOPE 11.

TO THE MINIMUM SLOPES SHOWN.

PLACE RIPRAP AND BEDDING STONE TO MATCH EXISTING GROUND SLOPE, 10.

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 9.

RIPRAP WHERE POSSIBLE.

UNABLE TO REACH PLACEMENT EXTENTS. MINIMIZE DOUBLE HANDLING OF

BE TRACKED DOWN THE LEVEE IF EQUIPMENT ON FLOATING PLANT IS

RIPRAP PLACEMENT TO BE FROM THE WATER. ADDITIONAL EQUIPMENT MAY 8.

SEED DISTURBED AREAS AS SPECIFIED.7.

NEW RIPRAP TO CREATE AN EVEN SLOPE.

FIELD VERIFY ELEVATION AND EXTENT OF EXISTING RIPRAP AND BLEND IN 6.

STRIPPED MATERIAL ON LEVEES SLOPE ADJACENT TO WORK AREA.

STRIP TOP 6" OF TOPSOIL PRIOR TO PLACING BEDDING STONE. SPREAD 5.

IDENTIFIED PRIOR TO STRIPPING.

STUMPS AT TOE OF LEVEE CLEARED BY OTHERS. GRUB WITHIN LIMITS 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.

TO THE LINES AND GRADES SHOWN.

PLACE RIPRAP AND BEDDING STONE IN ACCORDANCE WITH SPECIFICATIONS 2.

REFER TO SPECIFICATIONS FOR MATERIAL REQUIREMENTS. 1.

GENERAL SHEET NOTES

0 5' 10'

0 5' 10'

EL 542.28

EL 542.28

EL 522.00

4 MIN

4 MIN

3 MIN

528.90

528.90

C L

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

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A

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N

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-9

F

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SCALE: 1" = 5'

TYPICAL SECTION - KEY-IN

18" RIPRAP

6" BEDDING STONE

BEGIN KEY-IN AT POB/POE

F1

SCALE: 1" = 5'

TYPICAL SECTION - KEY-IN

7.5' MIN

PLACE MINIMUM 18" RIPRAP

GROUND

EXISTING

M

IN

TIE INTO EXISTING RIPRAP

EXISTING RIPRAP

10' 10'

WORK LIMITSEXISTING GROUND

GROUND AT A 2H:1V SLOPE

TAPER WEIGHTED TOE INTO EXISTING

7.5'

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

A

B

C

D

E

F

G

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L

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O

IS

S

U E

D A

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E

M A

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D E

S C

R

IP

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E

SHEET ID

C O

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R A

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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

WITHIN THE WORK LIMITS IDENTIFIED.

SPREAD MATERIAL EXCAVATED FOR KEY-INS ON ADJACENT LEVEE SLOPE 10.

TO THE MINIMUM SLOPES SHOWN.

PLACE RIPRAP AND BEDDING STONE TO MATCH EXISTING GROUND SLOPE, 9.

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 8.

RIPRAP WHERE POSSIBLE.

UNABLE TO REACH PLACEMENT EXTENTS. MINIMIZE DOUBLE HANDLING OF

BE TRACKED DOWN THE LEVEE IF EQUIPMENT ON FLOATING PLANT IS

RIPRAP PLACEMENT TO BE FROM THE WATER. ADDITIONAL EQUIPMENT MAY 7.

SEED DISTURBED AREAS AS SPECIFIED.6.

NEW RIPRAP TO CREATE AN EVEN SLOPE.

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

IDENTIFIED PRIOR TO STRIPPING.

STUMPS AT TOE OF LEVEE CLEARED BY OTHERS. GRUB WITHIN LIMITS 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.

TO THE LINES AND GRADES SHOWN.

PLACE RIPRAP AND BEDDING STONE IN ACCORDANCE WITH SPECIFICATIONS 2.

REFER TO SPECIFICATIONS FOR MATERIAL REQUIREMENTS. 1.

GENERAL SHEET NOTES

0 5' 10'

0 5' 10'

EL 522.00

3 MIN

528.90

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

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A

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N

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W A

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C-303

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L A

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SCALE: 1" = 10'

CROSS SECTIONS - REPAIR AREA 1

0+00

-200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10

510 510

520 520

530 530

540 540

0+25

-200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10

510 510

520 520

530 530

540 540

.7

(5

.2

.9

(5

.2

.4

(5

.0

.7

(5

.8

0+50

-200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10

510 510

520 520

530 530

540 540

.8

(5

.2

.9

(5

.2

.2

(5

.0

.7

(5

.7

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

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K E

D B

Y

D R

A W

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Y

D E

S

IG

N E

D B

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IT

A

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N N

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IS

S

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D A

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S I Z

E

M A

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D E

S C

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SHEET ID

C O

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®of Engineers

US Army Corps

U .S

A

R M

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10' 20'0

C K

I S

L A

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IL

L

IN

R O

C K

I S

L A

N D

D

IS

T R

IC

T

A N

S I

D

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IT

A

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N

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-9

F

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P A

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S

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S M

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C O

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W A

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L E

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D R

A

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A G

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P I

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H

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C-304

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H A

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CROSS SECTIONS - REPAIR AREA 1

0+75

-200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10

510 510

520 520

530 530

540 540

.4

(5

.2

.3

(5

.2

.9

(5

.0

.7

(5

.1

1+00

-200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10

510 510

520 520

530 530

540 540

.4

(5

.2

.4

(5

.2

.3

(5

.0

.5

(5

.8

1+25

-200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10

510 510

520 520

530 530

540 540

.0

(5

.2

.5

(5

.2

.0

(5

.0

.6

(5

.7

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

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B Y

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M A

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SHEET ID

C O

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US Army Corps

U .S

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CROSS SECTIONS - REPAIR AREA 1

1+50

-200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10

510 510

520 520

530 530

540 540

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

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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

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N N

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IS

S

U E

D A

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M A

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SHEET ID

C O

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US Army Corps

U .S

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0 10' 20'

C K

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N

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C-306

L

H A

R P

E R

T

T A

E

R

IV

R

M

A M

C C

L A

N A

H

E K

B

CROSS SECTIONS - REPAIR AREA 2

0+00

-200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10

510 510

520 520

530 530

540 540

.8

(5

.0

.7

(5

.0

.2

(5

.0

.5

(5

.6

0+25

-200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10

510 510

520 520

530 530

540 540

.1

(5

.2

.4

(5

.2

.6

(5

.7

.8

(5

.0

.3

(5

.0

.9

(5

.6

0+50

-200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10

510 510

520 520

530 530

540 540

.4

(5

.2

.0

(5

.2

.8

(5

.4

.2

(5

.0

.7

(5

.0

.0

(5

.8

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

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B Y

C H

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K E

D B

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A

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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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IP

T

IO

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SHEET ID

C O

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N

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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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US Army Corps

U .S

A

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IL

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IN

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D

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F

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P A

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C O

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W A

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C-307

L

H A

R P

E R

T

T A

E

R

IV

R

M

A M

C C

L A

N A

H

E K

B

CROSS SECTIONS - REPAIR AREA 2

0+75

-200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10

500 500

510 510

520 520

530 530

540 540

.3

(5

.2

.2

(5

.2

.5

(5

.7

.7

(5

.0

.2

(5

.0

.3

(5

.2

1+00

-200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10

500 500

510 510

520 520

530 530

540 540

.2

(5

.2

.6

(5

.2

.9

(5

.7

.0

(5

.0

.5

(5

.0

.6

(5

.9

1+25

-200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10

500 500

510 510

520 520

530 530

540 540

.2

(5

.2

.7

(5

.2

.3

(5

.0

.3

(5

.0

.8

(5

.0

.1

(5

.8

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

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C T

C O

D E

M A

T O

C /I

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IQ

C O

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US Army Corps

U .S

A

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IN

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IL

L

IN

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C K

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L A

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D

IS

T R

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D

S O

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C-308

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H A

R P

E R

T

T A

E

R

IV

R

M

A M

C C

L A

N A

H

E K

B

CROSS SECTIONS - REPAIR AREA 2

1+50

-200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10

500 500

510 510

520 520

530 530

540 540

.9

(5

.2

.2

(5

.2

.4

(5

.2

.2

(5

.0

.7

(5

.0

.3

(5

.6

1+75

-200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10

510 510

520 520

530 530

540 540

.9

(5

.2

.8

(5

.2

.7

(5

.4

.0

(5

.0

.5

(5

.0

.4

(5

.0

2+00

-200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10

510 510

520 520

530 530

540 540

.8

(5

.4

.4

(5

.0

.9

(5

.0

.1

(5

.2

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

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S O

L

IC

IT

A

T

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N N

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IS

S

U E

D A

T E

S I Z

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M A

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D E

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IP

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SHEET ID

C O

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U .S

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B52RIVRM202302-PLAN_SET_SOL-2024-06-05 8
B52RIVRM202302-PLAN_SET_SOL-2024-06-05 9
B52RIVRM202302-PLAN_SET_SOL-2024-06-05 10
B52RIVRM202302-PLAN_SET_SOL-2024-06-05 11
B52RIVRM202302-PLAN_SET_SOL-2024-06-05 12
B52RIVRM202302-PLAN_SET_SOL-2024-06-05 13
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B52RIVRM202302-PLAN_SET_SOL-2024-06-05 16
2024-06-06T10:29:39-0500
STEWART.MATTHEW.E.1231228442
2024-06-06T11:04:45-0500
HUNEMULLER.TOBY.J.1258323862
2024-06-06T11:08:36-0500
LANDWEHR.KEVIN.J.1230550367
2024-06-06T11:21:02-0500
JONES.NOAH.ABRAHAM.1610512557
2024-06-12T12:13:23-0500
PERK.ROGER.A.1231360758

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