W912EK24B0012 - SABULA PL84-99 FINAL PLAN_SET.pdf

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2023 EVENT PL84-99 FLOOD REPAIRS

JACKSON COUNTY, IOWA

SABULA, IOWA

MISSISSIPPI RIVER BASIN

ROCK ISLAND DISTRICT

W

E K

B

W912EK24B0012

CROSS SECTIONS - SOUTH REPAIR AREA - STA 32+00 TO STA 42+60C-308

CROSS SECTIONS - SOUTH REPAIR AREA - STA 16+00 TO STA 30+00C-307

CROSS SECTIONS - SOUTH REPAIR AREA - STA 0+00 TO STA 14+00C-306

CROSS SECTIONS - NORTH REPAIR AREA 2 - STA 0+00 TO STA 0+76C-305

CROSS SECTIONS - NORTH REPAIR AREA 1 - STA 4+00 TO STA 4+29C-304

CROSS SECTIONS - NORTH REPAIR AREA 1 - STA 0+00 TO STA 3+50C-303

TYPICAL SECTIONS - SOUTH REPAIR AREAC-302

TYPICAL SECTIONS - NORTH REPAIR AREA 1 AND 2C-301

PLAN - SOUTH REPAIR AREA - STA 31+00 TO STA 42+60.46C-108

PLAN - SOUTH REPAIR AREA - STA 20+00 TO 31+00C-107

PLAN - SOUTH REPAIR AREA - STA 10+00 TO STA 20+00C-106

PLAN - SOUTH REPAIR AREA - STA 0+00 TO STA 10+00C-105

PLAN - NORTH REPAIR AREA 2 - STA 0+00 TO STA 0+75.89C-104

PLAN - NORTH REPAIR AREA 1 - STA 0+00 TO STA 4+29.22C-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

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ISSUE DATE: MARCH 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 15.

SABULA, AND THE CONTRACTING OFFICER.

THE CONTRACTOR SHALL COORDINATE ALL ROAD ACCESS WITH THE CITY OF 14.

AT THE CONTRACTOR'S RESPONSIBILITY.

REPAIRED TO PRE-PROJECT CONDITIONS PRIOR TO PROJECT COMPLETION

DAMAGE TO THE LEVEE CAUSED BY CONSTRUCTION ACTIVITIES SHALL BE 13.

ANY ROADWAYS DAMAGED DUE TO CONSTRUCTION ACTIVITIES.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/REPLACEMENT OF 12.

CONTRACTOR SHALL FIELD VERIFY ALL ELEVATIONS.11.

ENVIRONMENTAL RESTRICTIONS.

REFER TO SPECIFICATIONS SECTION 00 73 05 AND 01 57 19 FOR 10.

PREVENTION PLAN IN ACCORDANCE WITH THE NPDES PERMIT AS SPECIFIED.

THE CONTRACTOR SHALL PREPARE AND SUBMIT A STORM WATER POLLUTION 9.

PERMIT PRIOR TO INITIATING CONSTRUCTION.

THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A NPDES STORM WATER 8.

GAUGE INFORMATION.

SEE SPECIFICATION SECTION 00 73 05 FOR HYDRAULICS DATA AND RIVER 7.

ANY WORK STARTING.

CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO

THE LAYOUT OF THE PROJECT FEATURES SHALL BE FIELD STAKED BY THE 6.

FOR REPAIRING ANY UTILITIES DAMAGED DURING CONSTRUCTION.

AND WORK AREAS PRIOR TO BEGINNING WORK AND SHALL BE RESPONSIBLE

CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING UTILITIES AT STAGING 5.

GOVERNMENT.

OTHER ITEMS PRIOR TO FLOOD EVENTS AT NO ADDITIONAL COST TO THE

RESPONSIBLE FOR PROTECTING OR REMOVING ANY STAGED EQUIPMENT OR

REMAIN WITHIN THE WORK LIMITS SHOWN. THE CONTRACTOR IS

STAGING SHALL BE COORDINATED WITH THE CONTRACTING OFFICER AND 4.

STATIONS 22+00 TO 30+00 AND 39+50 TO 40+25.

35+60, AND THE NORTH LEVEE REPAIR AREA IS LOCATED FROM NLD

THE SOUTH LEVEE REPAIR AREA IS LOCATED FROM NLD STATION -8+00 TO 3.

47TH STREET.

AVENUE. ACCESS TO THE NORTH REPAIR AREA IS VIA BROAD STREET TO

ACCESS TO THE SOUTH REPAIR AREA IS VIA BROAD STREET TO SOUTH 2.

534-536.

RIGHT DESCENDING BANK OF THE MISSISSIPPI RIVER FROM RIVER MILES

THE SABULA IOWA LEVEE IS LOCATED IN JACKSON COUNTY, IOWA ON THE 1.

GENERAL NOTESLEGEND

XXX.X

WINGDAM

WATER ELEVATION

US HIGHWAY

STATE HIGHWAY

SAND

RIVERMILE

RIPRAP

RAILROAD

NORTH INDICATOR

LEVEE CENTERLINE

INTERSTATE HIGHWAY

FLOW ARROW

EXISTING GROUND

EDGE OF WATER

CONSTRUCTION WORK LIMITS

CENTERLINE

CONTROL POINT

BREAKLINE

BORING LOCATION

BEDDING

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

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

JA

C

K S

O N

C O

U N

T Y

IO

W A

S A

B U

L A

IO

W A

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

S A

B U

L A

C

C U

T K

O

P

E K

B

IHC BM BRASS DISK ON NORTH CULVERT587.955822026.523506406.136021

F DOT PLUG627.665819575.283506351.5736045

GPS IA 13-12 DISK597.225825491.863504382.9922-259-111

SET 5/8" REBAR W/ 2.5" ALUM USACE CAP STAMPED 4597.135822917.53500844.574

DESCRIPTIONELEVATION EASTINGNORTHINGPOINT NAME

�SURVEY CONTROL POINTS

A1 SCALE: 1" - 500'

PLAN - SURVEY CONTROL

36045

22-259-111

36021

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

IZ

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

S A

B U

L A

-C A

D

S H

E E

T -2

-0

-1

-V

-1

.d g n

D S

P

D

:3

:1

A

M

/2 /2

TO CONVERT FROM NAVD88 TO MSL1912, ADD 0.67 FEET.3.

VERTICAL DATUM: NAVD88, GEOID 18

HORIZONTAL DATUM: NAD83/2011, IA NORTH, US SURVEY FEET

PROJECT DATUM:2.

FIELD WORK COMPLETED AUGUST 21 AND SEPTEMBER 11, 2023. (FC-23-3)1.

GENERAL NOTES

NORTH

PLAN

0 500' 1000'

M

IS

S

IS

S

IP

P I R

IV

E R

SABULA

LOWER SABULA LAKE

47TH STREET

CANADIAN PACIFIC R

AILROAD

UPPER SABULA LAKE

MIDDLE SABULA LAKE

S O

U T

H A

V E

B R

O A

D S

T R

E E T

SHEEPSHEAD BAY

F L

O W

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

JA

C

K S

O N

C O

U N

T Y

IO

W A

S A

B U

L A

IO

W A

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

S A

B U

L A

A H

E D

D L

E S

T

E K

B

A1

SCALE: 1" = 500'

SITE PLAN

ACCESS ROUTE

BORROW AREA

ACCESS ROUTE

ACCESS ROUTE

ACCESS ROUTE

ACCESS ROUTE

SEE SHEETS C-105 TO C-108

SOUTH REPAIR AREA

SEE SHEET C-103

NORTH REPAIR AREA 1

SEE SHEET C-104

NORTH REPAIR AREA 2

DO NOT DISTURB

E5820375.72

N3508762.01

EAGLES NEST (R 100')

SEE SHEET C-102

NORTH STAGING AREA

CLEARANCE IS 12'-3"

VIADUCT

SEE SHEET C-102

SOUTH STAGING AREAS

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 S

A B

U L

A -C

A D

S

H E

E T

-2 -0

-1

-C

-1 .d g n

D S

P

D

:2

:2

A

M

/2 /2

NORTH

PLAN

0 1000'500'

M

IS

S

IS

S

IP

P I R

IV

E

R

SABULA

LOWER SABULA LAKE

47TH STREET

CANADIAN PACIFIC

RAILROAD

UPPER SABULA LAKE

MIDDLE SABULA LAKE

S O

U T

H A

V E

B R

O A

D S

T R

E E

T

SHEEPSHEAD BAY

F L

O W

WITHIN THE BORROW PIT AT THE TIME OF CONSTRUCTION.

CONTRACTING OFFICER'S REPRESENTATIVE THE ACTUAL BORROW LIMITS

BY THE CONTRACTING OFFICER'S REPRESENTATIVE. COORDINATE WITH

BELOW BOTTOM OF CURRENT BORROW PIT UNLESS APPROVED IN ADVANCE

LIMIT DEPTH OF BORROW EXCAVATION FOR FILL TO NO MORE THAN 5 FEET 1.

GENERAL SHEET NOTES

C K

I S

L A

N D

IL

L

IN

R O

C K

I S

L A

N D

D

IS

T R

IC

T

A N

S I

D

S O

L

IC

IT

A

T

IO

N

E V

E N

T P

L

-9

F

L O

O D

R E

P A

IR

S

JA

C

K S

O N

C O

U N

T Y

IO

W A

S A

B U

L A

IO

W A

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 E

N

S T

A

T

O S

T A

.8

N O

R T

H R

E P

A

IR

A R

E A

P L

A N

C-104

L

H A

R P

E R

T

T A

E

S A

B U

L A

A H

E D

D L

E S

T

E K

B

SCALE: 1" = 20'

PLAN - NORTH REPAIR AREA 2 - STA 0+00 TO STA 0+75.89

ACCESS ROUTE

EXISTING LEVEE CENTERLINE

PLACE RIPRAP AND BEDDING STONE

EXISTING EDGE OF PARKING LOT

CONSTRUCTION WORK LIMITS

SEE NOTE 2

TIE INTO EXISTING RIPRAP

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

,8

,1

.2

,5

,9

.0

.8

S

E

,8

,0

.3

,9

.4

.0

S

B

A P

P R

O X N

L D

B S

A B

U L

A -C

A D

S

H E

E T

-2 -0

-1

-C

-1 .d g n

D S

P

D

:3

:1

A

M

/2 /2

NORTH

PLAN

INTERLOCK.

EXISTING RIPRAP TO ENSURE CONSISTENT RIPRAP SURFACE GRADE AND

CONTRACTOR TO SELECTIVELY PLACE RIPRAP AT AREAS ADJOINING 2.

RECOMMEND ACCESS VIA BOAT RAMP PARKING LOT.1.

GENERAL SHEET NOTES

0 40'20'

SHEEPSHEAD BAY

E1

C-301

47TH STREET

EXISTING BOAT RAMP PARKING LOT

J1

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

JA

C

K S

O N

C O

U N

T Y

IO

W A

S A

B U

L A

IO

W A

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 E

N

S T

A

T

O S

T A

S O

U T

H R

E P

A

IR

A R

E A

P L

A N

C-106

L

H A

R P

E R

T

T A

E

S A

B U

L A

A H

E D

D L

E S

T

E K

B

SCALE: 1" = 40'

PLAN - SOUTH REPAIR AREA - STA 10+00 TO STA 20+00

CONSTRUCTION WORK LIMITS

REGRADE AND PLACE SAND

EXISTING FENCE

EXISTING 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

.4

S

T

.8

S

T

B S

A B

U L

A -C

A D

S

H E

E T

-2 -0

-1

-C

-1 .d g n

D S

P

D

:5

:1

P

M

/2 /2

NORTH

PLAN

0 80'40'

LOWER SABULA LAKE

MIDDLE SABULA LAKE

A1

C-302

CANADI

AN

PACI

FI

C

RAI

LR

O

AD

M A T C

H L

IN

E C -1

M A T C

H L

IN

E C -1

CANADIAN PACIFIC RAILROAD.

FLAGGER REQUIRED WHEN USING ACCESS ROAD, COORDINATE WITH 3.

APPROXIMATE STA 42+87.

RECOMMEND ACCESS ALONG GRAVEL ROAD, TURN AROUND AVAILABLE AT 2.

SHEETS C-302 AND C-306 TO C-308.

COVER EXPOSED GEOGRID WITH SAND TO LINES AND GRADES INDICATED ON 1.

GENERAL SHEET NOTES

C K

I S

L A

N D

IL

L

IN

R O

C K

I S

L A

N D

D

IS

T R

IC

T

A N

S I

D

S O

L

IC

IT

A

T

IO

N

E V

E N

T P

L

-9

F

L O

O D

R E

P A

IR

S

JA

C

K S

O N

C O

U N

T Y

IO

W A

S A

B U

L A

IO

W A

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 E

N

S T

A

T

O S

T A

S O

U T

H R

E P

A

IR

A R

E A

P L

A N

C-107

L

H A

R P

E R

T

T A

E

S A

B U

L A

A H

E D

D L

E S

T

E K

B

PLAN - SOUTH REPAIR AREA - STA 20+00 TO STA 31+00

CONSTRUCTION WORK LIMITS

REGRADE AND PLACE SAND

EXISTING LEVEE CENTERLINE

SEE NOTE 4

EXISTING 21" CULVERT 1

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 O

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®of Engineers

US Army Corps

U .S

A

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O R

P S

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E N

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E E

R S

+0

+0

+0

32+

.8

S

T

.4

S

T

.2

S

T

.7

S

T

+1

4.

TA

T

+0

4.

STA

POT

31+ 86.

STA

POT

B S

A B

U L

A -C

A D

S

H E

E T

-2 -0

-1

-C

-1 .d g n

D S

P

D

:4

:4

A

M

/2 /2

NORTH

PLAN

0 80'40'

LOWER SABULA LAKE

MIDDLE SABULA LAKE

CANADIAN PACIFIC RAILROAD

M A

T C

H L

IN

E C -1

M

ATCHLINE C-108

REGRADE OR EXCAVATE EXISTING RIPRAP.

RIPRAP. DO NOT DAMAGE PIPE OR HEADWALL STRUCTURE. DO NOT

MATCH EXISTING SLOPE AT EACH CULVERT OUTLET TO MATCH EXISTING 4.

CANADIAN PACIFIC RAILROAD.

FLAGGER REQUIRED WHEN USING ACCESS ROAD, COORDINATE WITH 3.

APPROXIMATE STA 42+87.

RECOMMEND ACCESS ALONG GRAVEL ROAD, TURN AROUND AVAILABLE AT 2.

SHEETS C-302 AND C-306 TO C-308.

COVER EXPOSED GEOGRID WITH SAND TO LINES AND GRADES INDICATED ON 1.

GENERAL SHEET NOTES

C-302

A1

C-302

E1

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

L

IC

IT

A

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N

E V

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-9

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L O

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P A

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D L

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PLAN - SOUTH REPAIR AREA - STA 31+00 TO STA 42+60.46

CONSTRUCTION WORK LIMITS

REGRADE AND PLACE SAND

EXISTING LEVEE CENTERLINE

SEE NOTE 4

EXISTING 36" CULVERT 2

SEE NOTE 4

EXISTING 36" CULVERT 3

SEE NOTE 4

EXISTING 24" CULVERT 4

DO NOT EXCAVATE INTO EXISTING LEVEE

STARTING AT STA 42+86

TAPER BERM INTO EXISTING LEVEE

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

A

B

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M A

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SHEET ID

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US Army Corps

U .S

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,8 .5

.6

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.2

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0 80'40'

LOWER SABULA LAKE

CANADIA

N P

ACIF

IC

RAIL

ROAD

M A

T C

H L

IN

E C -1

REGRADE OR EXCAVATE EXISTING RIPRAP.

RIPRAP. DO NOT DAMAGE PIPE OR HEADWALL STRUCTURE. DO NOT

MATCH EXISTING SLOPE AT EACH CULVERT OUTLET TO MATCH EXISTING 4.

CANADIAN PACIFIC RAILROAD.

FLAGGER REQUIRED WHEN USING ACCESS ROAD, COORDINATE WITH 3.

APPROXIMATE STA 42+87.

RECOMMEND ACCESS ALONG GRAVEL ROAD, TURN AROUND AVAILABLE AT 2.

SHEETS C-302 AND C-306 TO C-308.

COVER EXPOSED GEOGRID WITH SAND TO LINES AND GRADES INDICATED ON 1.

GENERAL SHEET NOTES

C-302

A1

C-302

E1

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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IC

IT

A

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N

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-9

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IP

P I

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IV

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B A

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/0

H

E D

D L

E S

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A R

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P

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A L

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C T

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C-301

L

H A

R P

E R

T

T A

E

S A

B U

L A

A H

E D

D L

E S

T

E K

B

SCALE: 1" = 5'

TYPICAL SECTION - NORTH REPAIR AREA 1

5'

.5

PLACE 6" BEDDING STONE

EL VARIES

EXISTING GROUND

E1

SCALE: 1" = 5'

TYPICAL SECTION - NORTH REPAIR AREA 2

J1

SCALE: 1" = 5'

TYPICAL SECTION - NORTH REPAIR KEY-IN

8'

STRIPPING LIMITS

CONSTRUCTION WORK LIMITS

5'

EXISTING GROUND

ACCESS ROUTE

8'

STRIPPING LIMITS

CONSTRUCTION WORK LIMITS

ACCESS ROUTE

EXISTING EDGE OF PAVEMENT

VARIES

50'

EL 588.0

PLACE 12" RIPRAP

REPAIR AREA 2: 0+75.89

REPAIR AREA 1: STA 0+00

50'

12'

EXISTING GROUND

EXISTING BOAT RAMP PARKING LOT

CLASS D/E RIPRAP

PLACE MIN 12" IADOT

GRADATION NO 3 BEDDING STONE

PLACE MIN 6" IADOT CLASS

CLASS D/E RIPRAP

PLACE MIN 12" IADOT

GRADATION NO 3 BEDDING STONE

PLACE MIN 6" IADOT CLASS

APPROVED BY CONTRACTING OFFICER

ROUTE USING STOCKPILED, STRIPPED MATERIALS AS

UPON COMPLETION OF ROCK WORK REPAIR ACCESS

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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C H

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SHEET ID

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US Army Corps

U .S

A

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O R

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IN

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B S

A B

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:4

:3

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/2 /2

0 10'5'

0 5' 10'

0 5' 10'

EL 587.8

RIVERSIDE

EL 598.3

EL 587.0

KEY IN RIPRAP AT EITHER END OF THE REPAIR AREA.6.

WATER ELEVATION SHOWN CORRESPONDS TO 50% EXCEEDANCE.5.

ACCORDING TO THE SPECIFICATIONS.

DISTURBED AREAS ON THE NORTH LEVEE REPAIR SHALL BE SEEDED 4.

31 11 00, 3.4.

STRIPPED MATERIALS SHALL BE DISPOSED OF ACCORDING TO 3.

F. CONDUCT FINAL SURVEY OF RIPRAP.

AND GRADE.

E. HAUL AND PLACE RIPRAP WITHIN THE LEVEE TEMPLATE TO FINAL LINE

D. CONDUCT FINAL SURVEY OF BEDDING.

SPECIFIED.

C. HAUL AND PLACE BEDDING STONE WITHIN THE LEVEE TEMPLATE, AS

B. CONDUCT PRELIMINARY SURVEY.

A. STRIP 4" VEGETATION IN REPAIR AREA.

NORTH LEVEE REPAIRS TO OCCUR IN THE FOLLOWING ORDER:2.

TOLERANCES.

REFER TO SPECIFICATIONS FOR MATERIAL REQUIREMENTS AND 1.

GENERAL SHEET NOTES

3.5

RIVERSIDE

EL 598.3

CONSTUCTION WORK LIMITS

LEVEE

APPROX

LEVEE

APPROX

CONSTUCTION WORK LIMITS

ACCESS ROUTE

EL 592.3

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

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IC

IT

A

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IO

N

E V

E N

T P

L

-9

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P A

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C

K S

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W A

S A

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W A

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S

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S

IP

P I

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B A

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IN

/0

H

E D

D L

E S

T

U T

H R

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A

IR

A R

E A

T Y

P

IC

A L

S E

C T

IO

N

S

C-302

L

H A

R P

E R

T

T A

E

S A

B U

L A

A H

E D

D L

E S

T

E K

B

SCALE: 1" = 8'

TYPICAL SECTION - SOUTH REPAIR AREA

30'

EXISTING GROUND

CONSTRUCTION WORK LIMITS

EL 584.9

E1

SCALE: 1" = 8'

TYPICAL SECTION - SOUTH CULVERT REPAIR AREA

EXISTING GROUND

IN

REGRADE SAND

50'

50'

CONSTRUCTION WORK LIMITS

REGRADE SAND

REGRADE AND PLACE SAND

8'

8'

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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U .S

A

R M

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O R

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B S

A B

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A -C

A D

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H E

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-2 -0

-1

-C

-3 .d g n

D S

P

D

:4

:4

A

M

/2 /2

0 16'8'

LEVEE

APPROX

MIDDLE SABULA LAKE SIDE

REFER TO THE SPECIFICATIONS FOR COMPACTION REQUIREMENTS.5.

WATER ELEVATION SHOWN CORRESPONDS TO 50% EXCEEDANCE.4.

31 11 00, 3.4".

UNWANTED VEGETATION SHALL BE DISPOSED OF ACCORDING TO 3.

D. CONDUCT FINAL SURVEY.

GRADE.

C. PLACE SAND FILL AND REGRADE EXISTING LEVEE TO FINAL LINE AND

B. HAUL SAND FROM BORROW SITE TO REPAIR AREA.

A. CONDUCT PRELIMINARY SURVEY.

SOUTH LEVEE REPAIRS TO OCCUR IN THE FOLLOWING ORDER.2.

REFER TO SPECIFICATIONS FOR MATERIAL REQUIREMENTS.1.

GENERAL SHEET NOTES

EL 597.3

EL 587.8

CULVERT 4 - 24" RCP - TOP EL 584.9 / INV EL 582.9

CULVERT 3 - 36" RCP - TOP EL 588.6 / INV EL 585.6

CULVERT 2 - 36" RCP - TOP EL 587.8 / INV EL 584.8

CULVERT 1 - 21" RCP - TOP EL 584.8 / INV EL 583.1

CONTROL STRUCTURE - 54" CMP - TOP EL 583.3 / INV EL 578.8

EL 597.3

EL 587.8

MIDDLE SABULA LAKE SIDE

LOWER SABULA LAKE SIDE

LOWER SABULA LAKE SIDE

0 16'8'

CONSTRUCTION WORK LIMITS

CONSTRUCTION WORK LIMITS

LEVEE

APPROX

EL VARIES

EL VARIES