W912EK23B0001 Drawings - VOL 101 - MCLD_MDL_ROAD_RAISE.pdf

PDF 30 MB Posted Aug 8, 2023

Attached to: SOLICITATION: IOWA RIVER BASIN, CEDAR RIVER, CEDAR RAPIDS, IA, CEDAR RAPIDS FLOOD RISK MANAGEMENT PROJECT, REACH 1 MCLOUD RUN MIDDLE REACH CHANNEL, TRAIL BRIDGE, FLOODWALL, AND 10TH ST NE ROAD RAISE
Solicitation number: W912EK23B0001
Issued by: Department of the Army Corps of Engineers Engineering District Rock Island

About this file

Written by GovTribe AI · Dec 21, 2023

This document provides details for a federal solicitation for construction services. The U.S. Army Corps of Engineers Engineering District Rock Island is seeking offers for work on the Cedar River Flood Risk Management Project Reach 1 in Cedar Rapids, Iowa. Services required include construction of a channel, trail bridge, floodwall, and road raise along Mcloud Run Middle Reach. Offerors should respond by the solicitation response date of W912EK23B0001. A related 30MB file titled "Drawings - VOL 101 - MCLD_MDL_ROAD_RAISE.pdf" contains project drawings. The solicitation provides an opportunity for contractors to assist with flood risk management infrastructure along the Cedar River in Cedar Rapids.

View the file

Other files

File	Type	Posted
BID SUMMARY SHEET - W912EK23B0001.pdf	PDF	Sep 7, 2023
W912EK23B0001 Amendment 0003.pdf	PDF	Aug 24, 2023
W912EK23B0001 Site Visit Attendees List.pdf	PDF	Aug 21, 2023
W912EK23B0001 Amnd 0002 Drawings - VOL102_MCLD_MDL_UTILITY_RELOS.pdf	PDF	Aug 17, 2023
W912EK23B0001 Amendment 0002.pdf	PDF	Aug 17, 2023
W912EK23B0001 Amnd 0002 Drawings - VOL104_MCLD_MDL_CHANNEL.pdf	PDF	Aug 17, 2023
W912EK23B0001 Amnd 0002 Drawings - VOL107_MCLD_MDL_FLOODWALL.pdf	PDF	Aug 17, 2023
W912EK23B0001 Amnd 0002 Drawings - VOL101_MCLD_MDL_ROAD_RAISE.pdf	PDF	Aug 17, 2023
W912EK23B0001 Amnd 0002 Drawings - VOL105E_MCLD_MDL_TRAIL_BRIDGE.pdf	PDF	Aug 17, 2023
W912EK23B0001 Amendment 0001.pdf	PDF	Aug 14, 2023
W912EK23B0001 Drawings - VOL 105E - MCLD_MDL_TRAIL_BRIDGE.pdf	PDF	Aug 8, 2023
W912EK23B0001 Drawings - VOL 102 - MCLD_MDL_UTILITY_RELOS.pdf	PDF	Aug 8, 2023
W912EK23B0001 Drawings - VOL 104 - MCLD_MDL_CHANNEL.pdf	PDF	Aug 8, 2023
W912EK23B0001.pdf	PDF	Aug 8, 2023
W912EK23B001 Drawings - VOL 107_MCLD_MDL_FLOODWALL.pdf	PDF	Aug 8, 2023

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CEDAR RIVER

CEDAR RAPIDS, IOWA

CEDAR RAPIDS FLOOD RISK MANAGEMENT PROJECT

W912EK23B0001

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E of Engineers

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

APPROVAL RECOMMENDED BY:

DATE

GEOTECHNICAL BRANCHCHIEF,

DESIGN BRANCHCHIEF,

TECHNICAL SERVICES BRANCHCHIEF,

ENGINEERING & CONSTRUCTION DIVISIONCHIEF,

HYDROLOGY & HYDRAULICS BRANCHCHIEF,

RECOMMENDATION OF ALL DRAWINGS IN THIS SET.

BY ER 1110-1-8152. SIGNATURES INDICATE OFFICIAL

THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED

APPEAR ON THESE PROJECT DOCUMENTS WITHIN

INDIVIDUALS WITHIN THE ROCK ISLAND DISTRICT

SIGNATURES AND REGISTRATION DESIGNATIONS OF

CORPS OF ENGINEERS. THE INITIALS OR

BERGMANN FOR THE THE ROCK ISLAND DISTRICT

THIS PROJECT WAS DESIGNED BY CDG, HDR AND

SIGNATURE DATE

PRINTED OR TYPED NAME

MY LICENSE RENEWAL DATE IS DECEMBER 31, 2024

ANDREW F. JUDD

ENGINEER UNDER THE LAWS OF THE STATE OF IOWA.

SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL

PREPARED BY ME OR UNDER MY DIRECT PERSONAL

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS

AWOI

P21590

JUDD

ANDREW F.

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SIGNATURE DATE

PRINTED OR TYPED NAME

MY LICENSE RENEWAL DATE IS DECEMBER 31, 2024

ENGINEER UNDER THE LAWS OF THE STATE OF IOWA.

SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL

PREPARED BY ME OR UNDER MY DIRECT PERSONAL

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS

AWOI

13863

BRIAN T.

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HAVENS

BRIAN T. HAVENS

06/28/2023

PAGES OR SHEETS COVERED BY THIS SEAL: BB101, BB604 THRU BB614

CP300 THRU CP305, CP501 THRU CP507

GI001 THRU GI007, GC100 THRU GC106, CD100 THRU CD101, CS601, CS602, CP101 THRU CP107, PAGES OR SHEETS COVERED BY THIS SEAL:

SIGNATURE DATE

PRINTED OR TYPED NAME

MY LICENSE RENEWAL DATE IS DECEMBER 31, 2023

ENGINEER UNDER THE LAWS OF THE STATE OF IOWA.

SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL

PREPARED BY ME OR UNDER MY DIRECT PERSONAL

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS

AWOI

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MATTHEW K. REDINGTON

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PAGES OR SHEETS COVERED BY THIS SEAL: CF100 THRU CF101

MCLOUD RUN MIDDLE REACH ROAD RAISE

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SOLICITATION NO.:

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ISSUE DATE:

CITY OF CEDAR RAPIDS

FOR USACE SOLICITATION.

THIS ENGINEERING DOCUMENT IS RECOMMENDED

DATE

CITY OF CEDAR RAPIDS

FOR USACE SOLICITATION.

THIS ENGINEERING DOCUMENT IS RECOMMENDED

DATE

CITY OF CEDAR RAPIDS

FOR USACE SOLICITATION.

THIS ENGINEERING DOCUMENT IS RECOMMENDED

CITY ENGINEER DATE

CITY OF CEDAR RAPIDS

FOR USACE SOLICITATION.

THIS ENGINEERING DOCUMENT IS RECOMMENDED

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UTILITIES DEPARTMENT

TRAFFIC ENGINEER FLOOD CONTROL PROGRAM MANAGER

VOLUME 101 - MCLOUD RUN MIDDLE REACH ROAD RAISE

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THOSE SHEETS WITH NAMES SHOWN ARE INCLUDED IN THIS VOLUME.

OVERALL SHEET LIST IS FROM ORIGINAL REACH 1 PLAN SET. ONLY

ADDITIONAL SHEETS ARE LISTED WHICH ARE NOT IN THIS VOLUME.

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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

CONTRACTING OFFICERCO

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

BACK FACEBF

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 FINISH OR FRONT FACEFF

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

ELEVATIONELEV

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

DISTANCEDIST

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

LIGHTINGLTG

LIGHTWEIGHTLT WT

LIGHTLT

LAWN SPRINKLERLS

LIVING ROOMLR

LOW POINTLPT

LIGHTPROOF LOUVERLPL

LIGHTPROOF DOORLPD

LIGHTPROOFLP

LONGITUDINALLONG

LINTELLNTL

LIMESTONELMST

LUMENLM

LONG LEG VERTICALLLV

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

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

FLOODWALLFW

FUTUREFUT

FURRINGFURG

FOOTINGFTG

FEETFT

FASTEN(ER)FSTNR

FULL SIZEFS

FIRE-RETARDANTFRT

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

POINT OF ENDPOE

POINT OF BEGINNINGPOB

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

NORTH BOUND/SOUTH BOUNDNB/SB

NATURALNAT

NORTHN

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICESMUTCD

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

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

SMOOTH STEEL PIPESSP

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

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

UNLESS NOTED OTHERWISEUNO

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 OF CONCRETETOC

TOP OFTO

TACKSTRIPTKS

TACKBOARDTK BD

THRESHOLDTHRES

(CCBSS, 90^)

CONCRETE

ROLLER COMPACTED

(ANSI32)

STEEL / ALLOYS

SAND

GRAVEL

SAND AND CLAY

POROUS FILL

EARTHWORK-GRAVEL

CHECKER PLATE

GRATING

ASPHALT SECTION

COBBLES

ALUMINUM

BRASS

FILTER SAND

ROCK

CONCRETE MAT

DRAINAGE BLANKET/FDM

GLASS (ELEVATION)

EXISITNG SOIL

A N

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E K

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SOLICITATION

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GI007

E N

D R

E N

E D

T O

N H

D R

G E

N E

R A

L L

E G

E N

WALL SECTION

SCALE: 1/4"=1'-0"

DIKE CROSS SECTION STA 2+30 TO STA 5+43

SCALE: HORIZONTAL 1"=30', VERTICAL 1"=10'

PERTAIN TO THIS CONTRACT

THEREFORE DOES NOT

THIS NOTE IS SHADED AND

TO THIS CONTRACT

AND THEREFORE PERTAINS

THIS NOTE IS NOT SHADED

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

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C K

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

M C

L O

U D

R U

N M

L E

R E

A C

H R

O A

D R

C E

D R

P D

O L

G I0

.D G

FULL SECTION

PARTIAL SECTION

DETAIL INDICATOR

M-511

DRAWING WHERE SHOWN

SMALL CONDITIONS DETAIL INDICATOR

SCALE REFERENCE

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

EXTERIOR ELEVATION

MARK No. CALLOUT MARK TITLE

4 REQ'D

PART

SEQUENCE NUMBER

DRAWING WHERE SHOWN

MARK PREFIX

QUANTITY REQUIRED

DRAWING WHERE SHOWN

DETAIL BOUNDRY

A-302

DRAWING WHERE SHOWN

S-706

OBJECT REFERENCED

S-506

DRAWING WHERE SHOWN

VIEWING PLANE

CUTTING PLANE LINE

S-506

A-201 A-201 A-202 A-202

T - TELECOMMUNICATIONS

E - ELECTRICAL

M - MECHANICAL

F - FIRE PROTECTION

Q - EQUIPMENT

A - ARCHITECTURAL

S - STRUCTURAL

C - CIVIL

B - GEOTECHNICAL

V - SURVEY/MAPPING

G - GENERAL

DRAWING SET TABLE OF CONTENTS

LINE SYMBOL KEY

WASTE LINE, SANITARY

MATERIAL SYMBOL KEY

REFERENCE SYMBOL KEY

REDUCED TO FIT

REDUCED TO FIT REDUCED TO FIT

REDUCED TO FIT

REDUCED TO FITREDUCED TO FIT

REDUCED TO FIT

FEET-INCHES

EQUAL TO

NUMBER

PERCENT

ELEVATION DATUM INDICATOR

KEYNOTE INDICATOR

DRAWING REVISION INDICATOR

OBJECT CENTERLINE IDENTIFIER

DEGREE(S)

INCHES

X'-X"

EL 45.0

14 14OR

Mk. M-614-6

BUSHING MARK M-614-6

C4C4

G3 F5

IDENTIFICATION

0 4' 8'2'

GRAPHIC SCALE

IDENTIFICATION

B7 A4

C3 D8

DRAWING AREA TITLE

30' 60'00 10' 20'

IDENTIFICATION

SCALE REFERENCE

GRAPHIC SCALES

REDUCED TO FIT

DRAWING AREA TITLE WITH ASYMMETRICAL SCALES

WITH MULTIPLE VIEWS

INTERIOR ELEVATIONS

INTERIOR ELEVATION

OUT IN DETAIL

LOCATION CALLED

AND MARK No.

NOMENCLATURE

SURVEY LEGEND

BUSH

CONIFEROUS TREE

SIGN

DECIDUOUS TREE

LIGHT POLE W/ MAST

WATER BLOWOFF

CLEANOUT, STORM OR SANITARY

VALVE, WATER OR GAS

GRATE INTAKE

DRAINAGE/SANITARY/UTILITY MANHOLE

UTILITY POLE

FIRE HYDRANT

LIGHT POLE W/O MAST

ACC / PCC / CURB

GAS*

EXISTING

FIBER OPTIC CABLE*

ELECTRIC (OVERHEAD)*

CENTERLINE

BUILDING

WALL

FENCE

TELEPHONE*

STORM SEWER

SANITARY SEWER

WATER

RAILROAD TRACK

ROAD EDGE

EXISTING SITE FEATURES

SIDEWALK/TRAILS

CHANNEL

PAVEMENT MARKINGS

EXTERIOR LIGHTS

IDENTITY SYMBOL KEY

GENERAL LEGEND

WATER MAIN

DEMOLITION/REMOVAL

COMMUNICATION, UNDERGROUND

CONSTRUCTION LIMITS

CULVERT

DITCH

ELECTRICAL PRIMARY, OVERHEAD

ELECTRICAL PRIMARY, UNDERGROUND

ELECTRICAL SECONDARY, OVERHEAD

OBJECT CENTERLINE

GUARDRAIL

RIGHT-OF-WAY

PROPERTY LINE

COMMUNICATION, OVERHEAD

FIBER OPTIC, UNDERGROUND

FENCE, SECURITY

FENCE, ORNAMENTAL

ELECTRICAL SECONDARY, UNDERGROUND

WORK LIMITS

(GRAVEL)

GRAVEL

RIPRAP

BEDDING MATERIAL

COMPACTED FILL

CONCRETE

PAVED SURFACE

PROTECT VEGETATION

SEE EXAMPLE BELOW

CONSTRUCTION CONTRACT,

ITEM NOT INCLUDED IN THIS

PIEZOMETER

ITEM TO BE REMOVED

SOILS

UNSATISFACTORY

REMOVE

WORK LIMIT INDICATOR

LOCATION OF TOE DRAIN ALIGNMENT IS APPROXIMATE.5.

FOR FLOODWALL/EMBANKMENT TRANSITION DETAIL, SEE SHEET CF502.4.

SEE STRUCTURAL SHEETS FOR FLOODWALL DIMENSIONS AND DETAILS.3.

FLOODWALL MONOLITHS ARE LABELED M1001 TO M1017.2.

SEE SHEET CS602 FOR SHEET PILE CUTOFF ELEVATION CONTROL TABLE.1.

GENERAL SHEET NOTES

DESIGN AND NOT ALL OF THE ORIGINAL NOTES APPLY.

THIS CONTRACT WAS SPLIT FROM THE ORIGINAL COMPREHENSIVE REACH 1

NOTE:

H H

C O

C B

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C T

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A R

R B

A S

SOLICITATION

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GC100

A N

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D D

C T

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L O

C A

N M

PROJECT VOLUME LOCATION MAP

SCALE: 1" = 300'

M R

E D

T O

N H

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

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C K

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SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

M C

L O

U D

R U

N M

L E

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H R

O A

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V115A

V117

V113

V112

V109

V111

V103

V108

V105

V104

V107

V101

V120

B C

E D

R P

D V

O L

C .D

G N

300' 600'0

NORTH

PLAN

TRUE N

GENERAL NOTES

EXISTING CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION.

SHOWN WITHIN THIS PLAN SET AND AERIAL PHOTO MAY BE OUT OF DATE. VERIFY

SHAVER ROAD IMPROVEMENTS HAVE BEEN COMPLETED. SOME EXISTING MAPPING 7.

6. SEE SHEET GC101 FOR WORK LIMITS, SITE ACCESS AND STAGING PLAN.

SCHEDULE DEVELOPMENT.

PROJECT STATUS UPDATE FROM THE CONTRACTING OFFICER DURING CONSTRUCTION

5. STATUS OF ADJACENT VOLUME PROJECTS IS SUBJECT TO CHANGE. OBTAIN ADJACENT

TO USE AS A REFERENCE DURING CONSTRUCTION.

4. OBTAIN DRAWINGS FOR CONSTRUCTED ADJACENT PROJECTS FROM CONTRACTING OFFICER

REMOVALS AND IMPROVEMENTS WITH CONTRACTING OFFICER.

3. COORDINATE CONNECTION TO ADJACENT FLOOD PROTECTION FEATURES, PROJECT

OFFICER FOR REVIEW PRIOR TO STARTING CONSTRUCTION.

2. DEVELOP AND SUBMIT A CONSTRUCTION SCHEDULE AND PHASING PLAN TO CONTRACTING

CONSTRUCTION.

POTENTIAL CONFLICTS WITH THE CONTRACTING OFFICER PRIOR TO STARTING

DURING CONSTRUCTION OF THIS PROJECT. COORDINATE THE SCHEDULE AND ANY

1. PORTIONS OF NEARBY CEDAR RAPIDS REACH 1 PROJECTS MAY BE UNDER CONSTRUCTION

SHEET KEYNOTES

INCLUDED IN THIS CONSTRUCTION CONTRACT

VOL120 - QUAKER OATS UPRR FLOOD GATEV120.

VOL119 - QUAKER OATS FLOOD CONTROL SYSTEMV119.

VOL118B - LOWER MCLOUD FISHING TRAILV118B.

VOL118A - REACH 1 - PAVINGV118A.

VOL117 - SOUTH RAILYARD FLOODWALLV117.

VOL115B - UPRR TRACK RAISEV115B.

VOL115A - REACH 1 - RAILROAD ROLLER GATESV115A.

VOL114 - UPRR SANITARY SEWER RELOCATIONV114.

VOL113 - NORTH RAILYARD LEVEEV113.

VOL112 - CEAR LAKE LEVEEV112.

VOL111B - CEDAR LAKE PUMP STATION - CEDAR LAKE CHANNELV111B.

VOL111A - CEDAR LAKE PUMP STATIONV111A.

VOL110 - MOHAWK ACCESSV110.

VOL109 - MCLOUD RUN LOWER REACH CULVERTSV109.

VOL108 - MCLOUD RUN LOWER REACH LEVEEV108.

LVOL107 - MCLOUD RUN MIDDLE REACH FLOODWALV107.

VOL106 - NOT USEDV106.

VOL105E - SHAVER ROAD PEDESTRIAN BRIDGE, TRAIL AND FLOODWALLV105E.

VOL105D - SHAVER ROAD WEST FLOODWALLV105D.

VOL105C - SHAVER ROAD PEDESTRIAN BRIDGE, TRAIL AND FLOODWALLV105C.

VOL105B - SHAVER ROAD NE BRIDGE AND FLOODWALLV105B.

VOL105A - SHAVER ROAD NE BRIDGE DEMOLITIONV105A.

VOL104 - MCLOUD RUN MIDDLE REACH CHANNELV104.

VOL103 - MCLOUD RUN LOWER REACH CHANNELV103.

VOL102 - MCLOUD RUN MIDDLE REACH UTILITY RELOCATIONSV102.

VOL101 - MCLOUD RUN MIDDLE REACH ROAD RAISEV101.

CEDAR RAPIDS REACH 1 PROJECT VOLUMES

I-380

J A

V E

S H

E R R

O A D

CEDAR RIVER

UPRR R

AIL

YARD

C A

V E N

ALLIANT

PROPERTY

GC101

R S

CEDAR LAKE

10TH ST

H H

C O

H Y

F P

A N

S I

E K

J U

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W X

X X

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-X -X

C K

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L A

N D

T R

R O

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I S

L A

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D R

R O

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L A

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E N

A M

P R

O J E

C T

C O

D E

C E

D A

R R

A P

F L

O O

D R

M A

N A

G E

M E

N T

P R

O J E

C T

C E

D A

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C E

D A

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A P

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R B

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SOLICITATION

R K

C E

D R

P D

242'R

270.62'

78.98' R

208'R

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...\...\10306440\...\B5CEDRPD1811_VOL101_GC101.dgn

GC101

A N

T U

D R

A J U

D D

R K

A C

C E

S S

A N

D S

T A

SITE ACCESS AND STAGING PLAN

SCALE: 1" = 100'

M R

E D

T O

N H

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

M C

L O

U D

R U

N M

L E

R E

A C

H R

O A

D R

95+

96+

97+

98+

99+

101+00

102+00

103+00

104+

+00

107+

108+00

109+00

110+00

111+00

112+00

113+00

INTERNATIONAL

PAPER

SCHIMBERG

COMPANY

PROTECTION ALIGNMENT

REACH 1 FLOOD

WORK LIMITS

H A

V E

N U

E N

SHAVER R

OAD

SIE

RRA D

RIV

E N

10TH STREET ACCESS2

ALLIANT

ENERGY

B C

E D

R P

D V

O L

C .D

G N

100' 200'0

NORTH

PLAN

TRUE N

SHEET KEYNOTES

PERSONNEL AT ALL TIMES DURING CONTRUCTION.

WAYS AND LOADING DOCKS FOR INTERNATIONAL PAPER VEHICLES AND

MAINTAIN CONTINUOUS ACCESS TO PARKING AREAS, ENTRANCES, ACCESS 3.

ACCESS UPON COMPLETION OF WORK.

MAINTAIN ACCESS AS REQUIRED DURING CONSTRUCTION, AND REMOVE

WILL BE CONSTRUCTED BY OTHERS PRIOR TO THE START OF THIS PROJECT.

VEHICLES IF REQUIRED DURING CONSTRUCTION. 10TH STREET ACCESS

ALSO BE USED AS AN ALTERNATE ACCESS FOR INTERNATIONAL PAPER

ACCESS FOR 10TH STREET AND REACH 1 FLOODWALL WORK ONLY. IT MAY 2.

OFFICER 2 WEEKS NOTICE PRIOR TO ROAD AND DETOUR CLOSURES.

SEE SHEET CP106 FOR TRAFFIC CONTROL PLAN. PROVIDE CONTRACTING 1.

WHICH INCLUDES VOLUME 101.

WORK LIMITS SHOWN ARE FOR ENTIRE MIDDLE MCLOUD CONTRACT PACKAGE, 7.

REMOVED, PROVIDE EQUIVALENT TEMPORARY FENCING ALONG WORK LIMITS.

6. MAINTAIN FENCING ALONG PRIVATE PROPERTY BOUNDARIES. IF FENCING IS

ROUTES.

5. RESTORE PAVEMENT AND VEGETATION TO PRE-PROJECT CONDITION ALONG ACCESS

SUBCONTRACTOR COMMUNICATION PLAN.

SPEED, AND CLEARANCE RESTRICTIONS, UTILITY POLE PROTECTION METHODS, AND

OFFICER AND UTILITY OWNER'S REPRESENTATIVE; PLAN WILL INCLUDE VEHICLE TYPE,

OVERHEAD UTILITY LINE PROTECTION PLAN FOR APPROVAL BY THE CONTRACTING

4. FOR ACCESS ROUTES WITHIN 40 FEET OF OVERHEAD UTILITY LINES SUBMIT AN

REQUIREMENTS.

3. SEE OVERALL DETOUR AND TRAFFIC CONTROL PLAN (GC106) FOR TRAFFIC CONTROL

AREAS.

2. NO PARKING OF VEHICLES ALONG PUBLIC ROADWAYS OR WITHIN PUBLIC PARKING

LIMITS AND HAUL ROUTES.

1. CONSTRUCTION VEHICLES AND PERSONNEL SHALL STAY WITHIN DESIGNATED WORK

GENERAL SHEET NOTES

H S

T R

E E

T N

M C

L O

U D R

U N

J AVENUE NE

H S

T R

E E

T N

I AVENUE NE

E R

S T

A T

S H

A V E R R

O A

H AVENUE NE

A N

S I

E K

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C T

C O

D E

C E

D A

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A P

F L

O O

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M A

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G E

M E

N T

P R

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C T

C E

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C E

D A

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A P

A R

R B

A S

SOLICITATION

R K

C E

D R

P D

GC106

M C

A N

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...\...\10306440\...\B5CEDRPD1811_VOL101_GC106.dgn

M R

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T O

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A J U

D D

D R

SCALE: 1" = 300'

OVERALL DETOUR AND TRAFFIC CONTROL PLAN

O V

E R

A L

L D

E T

O U

R A

N D

T R

A F

C O

N T

R O

L P

T N

H S

AVE

PENN

AVE

N AVE

WEARE

LINCOLN

BROWN

AVE

K E

HUBBARD

H S

C E

N T

E R

A N

L S

R D

P O

S H

A V E R

D R N

E S

R R

R D

O A

K L

A N

R D N

ELL

D S

T N

N W

H S

T N

N W

AVE NE

N E

G AVE NE

AVE NE

S T

N E

AVE NE

N E

E N

CEDAR LAKE

C E D

A R R

E R

CEDAR LAKE

AVE NE

TRAIL DETOUR

BEGIN CEDAR RIVER

SB DETOUR

NB DETOUR AND

WORK LIMITS

SB DETOUR

NB DETOUR AND

TRAIL DETOUR

END CEDAR RIVER

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

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E D

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D A

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C T

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H E

C K

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®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

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R S

M C

L O

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R U

N M

L E

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A C

H R

O A

D R

B C

E D

R P

D V

O L

C .D

G N

NORTH

PLAN

600'0 300'

FROM/TO CEDAR LAKE TRAIL.

USE 10TH STREET AND CEMAR TRAIL FOR DETOUR

NB/SB PEDESTRIAN AND BICYCLIST:A.

CEDAR LAKE TRAIL DETOUR.8.

SEE SHEET CP106 FOR 10TH STREET CLOSURE PLAN.7.

CONSTRUCTION.

INSTALL TRAIL DETOUR SIGNAGE AND BARRIERS PRIOR TO STARTING 6.

MAINTAIN AND RESTORE ROADWAYS TO PRE-CONSTRUCTION CONDITION.5.

BIKE OR PEDESTRIAN LANE.

CURB OR TEMPORARY BARRIER ON DETOUR ROUTES WITH NO ESTABLISHED

SEPARATE PEDESTRIAN AND BICYCLE TRAFFIC FROM VEHICLE TRAFFIC BY 4.

PRIOR TO DATE OF CLOSURE.

OFFICER. OBTAIN APPROVAL FOR TEMPORARY CLOSURES AT LEAST 7 DAYS

EXCEPTION OF TEMPORARY CLOSURES AUTHORIZED BY THE CONTRACTING

OPEN TO TRAFFIC FOR THE DURATION OF THE CONTRACT, WITH THE

SHAVER ROAD, CEDAR LAKE TRAIL DETOUR, AND DRIVEWAYS ARE TO REMAIN 3.

PROVIDED BY THE CONTRACTING OFFICER.

REVIEW AND FOLLOW THE OVERALL REACH 1 TRAFFIC CONTROL PLAN 2.

CONTRACTING OFFICER APPROVAL PRIOR TO STARTING CONSTRUCTION.

VERSIONS OF CITY OF CEDAR RAPIDS AND MUTCD STANDARDS FOR

DESIGN AND SUBMIT A TRAFFIC CONTROL PLAN FOLLOWING CURRENT 1.

ABANDONED

" C

L D

INT 1.5FTOSS

CUL RCP12

718.82

CUL RCP36

719.95

CUL PVC12

720.56

720.70

721.02

721.06

721.00

721.15

23496 721.45

MHSS

721.51

56035 722.87S

723.27

TREE 10"Ø

723.39

TREE 6"Ø

723.44

TREE 6MULTI"Ø

723.62

TREE 16"Ø

724.08

724.02

TREE 8MULTI"Ø

724.30

TREE 18"Ø

724.23

TREE 22"Ø

724.26

TREE 8TWIN"Ø

724.36

TREE 14"Ø

55264 724.51

55303 724.49S

55284 724.55

724.69

TREE 14"Ø

55325

724.85

725.34

TRL1 B TB1

725.52

53472 725.73

55329

725.84

726.02

726.17

726.35

20243

726.51

55176 726.77

60809

726.76S

S E

59427

727.10

60755 727.03S

59146 727.22

59458

727.32

59036 727.33

58940

727.88

728.05

MHSS

81816 728.16

MHSS

728.15

728.20

TRL2 B

60045 728.39S

59982

728.51

60049 728.60

728.64

MHSS

728.83

MHSS

728.82

MHSS

60421

728.91D

729.08

19082

729.21

19083 729.20

729.33

MHSS

59586

729.50S

729.57

81905 729.68

MHSS

729.59

MHSS

729.68

MHSS

729.73

MHSS

20206 729.73

729.78

729.77

MHSS

85722

729.82

MHSS

729.90

85806 729.98

MHSS

730.10

82082 730.18

MHSS

20207 730.18

730.32

730.30

730.36

730.34

MHSS

26581 730.38

MHSS

85303 730.90

MHSS

85775

730.96

MHSS

85757 731.29

MHSS

731.54

MHSS

731.72

MHSS

26370

731.88

MHSS

26732 731.94

MHSS

26733

732.10

732.13

SIGN-UGFO

732.32

85327 732.61

MHSS

732.66

732.79

733.54

MHSS

21975

733.52

MHSS

733.67

MHSS

734.21

27082

734.73

MHSS

85381 735.44

MHSS

85358 736.18

MHSS

25541

736.32

MHSS

736.53

736.55

26928 736.88

737.10

26943

737.20

MHST

26971

737.26

MHST

737.32 737.53

23030

737.69

MHSS

737.82

20801 738.05

MHST

20777

738.16

MHST

20763 738.49

MHSS

738.69

MHSS

738.74

MHSS

22859 738.72

MHSS

22315 738.92

CO-SQ

20902 739.46

WT1 B PCC1

22024 739.40

739.74

MHSS

740.12

MHSS

740.26

TREE 16"Ø

740.42

MHSS

740.65

MHSS

740.80

MHSS

25516 741.08

MHSS

21100

741.71

MHSS

741.92

MHSS

24253

742.69

MHSS

21007 743.36

22935 743.4122936 743.42

85535 744.20

21014

744.45

85602 745.20

MHSS

24441 749.26

MHSS

21492 750.51

MHSS

24439 750.81

21558 751.34

21468 751.52

A N

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J U

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C K

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M E

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C T

C E

D A

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C E

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A P

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SOLICITATION

R K

C E

D R

P D

VF101

P O

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S U

R V

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TOPOGRAPHICAL SURVEY

SCALE: 1" = 400'

A N

D E

R S

O N

B O

G E

R T

A J U

D D

D R

A N

D E

R S

O N

B O

G E

R T

SEE TABLE FOR LOCATION

CONTROL POINTS TYP

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

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C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

M C

L O

U D

R U

N M

L E

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A C

H R

O A

D R

CONTROL POINT 404

CONTROL POINT 403

CONTROL POINT 1061

CONTROL POINT 1062

CONTROL POINT 401

CONTROL POINT 402

B C

E D

R P

D V

O L

F .D

G N

22868

739.94

POLE

GENERAL SURVEY NOTES

800'0 400'

NORTH

PLAN

CONTRACTOR TO PLACE IOWA ONECALL PRIOR TO SITE WORK.

CONSTRUCTION.

VERIFY ALL UTILITIES WITHIN THE WORK LIMITS PRIOR TO STARTING

EXISTING SUBSURFACE UTILITY DATA (CI/ASCE 38-02).

AND STANDARD GUIDLINES FOR THE COLLECTION AND DEPICTION OF

INFORMATION BASED UPON SUBSURFACE UTILITY ENGINEERING PRACTICES

THESE DESIGN DRAWINGS HAVE INCORPORATED UNDERGROUND UTILITY

EXISTING INFORMATION.

CONNECTED EITHER BETWEEN VISIBLE UTILITY MARKS IN ADDITION TO THE

DID NOT PHYSICALLY LOCATE THE UNDERGROUND UTILITY LINES BUT

UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. THE SURVEYOR

SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND

ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE

SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE

GROUND VISIBLE EVIDENCE AND UNDERGROUND UTILTIY MARKINGS. THE

UTILITIES SHOWN ON SURVEY BASEFILE HAVE BEEN LOCATED FROM ABOVE

UTILITY NOTES6.

ESTABLISHED BY USACE OCTOBER 2019 TO FEBRUARY 2020.

SURVEY CONTROL: PROJECT SURVEY CONTROL WAS VERIFIED AND 5.

SEPT 2017 THRU APRIL 2019

SURVEY DATES4.

COORDINATE/DISTANCE UNITS: US SURVEY FEET3.

GEOID 09

NAVD (1988)

VERTICAL DATUM2.

NAD83 (1996)

IOWA NORTH ZONE (1401)

COORDINATE SYSTEM PROJECTION1.

H H

A N

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J U

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-X -X

C K

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T R

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C E

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SOLICITATION

R K

C E

D R

P D

Clay

USCS - SP-SC - Poorly Graded Sand with

Sandy Clay

CL - Sandy Lean Clay - USCS Low Plasticity

BB100

E D

T O

N H

D R

M C

A N

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D R

H A

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D R

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BORING LOCATION KEY MAP

SCALE: 1" = 300'

B O

G L

O C

A T

K E

Y M

A P

G E

O T

E C

H N

L L

E G

E N

G E

O T

E C

H N

L G

E N

E R

A L

N O

T E

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

M C

L O

U D

R U

N M

L E

R E

A C

H R

O A

D R

FILL - Fill (made ground)

SWG - USCS Well-graded Gravelly Sand

Glacial Till with trace gravel

USCS - SP-SM - Poorly Graded Sand with Silt

Concrete Pavement or Slab

USCS - GW-GM - Well-Graded Gravel with Silt

USCS - CL-ML - Silty Clay

Asphalt

Topsoil

USCS - SW-SM - Well-Graded Sand with Silt

USCS - CL-CH - Lean to Fat Clay

USCS - SC-SM - Silty, Clayey Sand

USCS - CH - USCS 1 - Fat Clay

USCS - ML - USCS 8 - Low Plasticity Silt

USCS - CL - USCS 2 - Lean Clay

USCS - GP - USCS 5 - Poorly Graded Gravel

USCS - SM - USCS 13 - Silty Sand

USCS - SP - USCS 14 - Poorly Graded Sand

Limestone

Shale

USCS - SW - USCS 15 - Well Graded Sand

USCS - SC - USCS 12 - Clayey Sand

USCS - GC - USCS 3 - Clayey Gravel

USCS - GW - USCS 6 - Well Graded Gravel

Limestone with clay and sand layersLimestone with clay and sand layers

Limestone with vertical and horizontal layers

Dolomitic Limestone

C E

D R

P D

O L

B B

G N

BB101

NORTH

PLAN

600'0 300'

Water

LEGEND APPLIES TO ALL BORING LOG SHEETS.1.

GEOTECHNICAL LEGEND

REQUEST TO THE CONTRACTING OFFICER.

ORIGINAL FIELD LOGS. THESE LOGS ARE AVAILABLE FOR INSPECTION BY

THE BORINGS SHOW SUMMARIES OF INFORMATION RECORDED ON THE 12.

BORING STAFF.

< #200: PERCENT PASSING #200 SIEVE IS SHOWN TO THE RIGHT OF THE 11.

OF THE BORING STAFF.

QP: UNCONFINED COMPRESSIVE STRENGTH (TSF) IS SHOWN TO THE RIGHT 10.

STAFF.

140 LB HAMMER AND 30-INCH DROP IS SHOWN TO THE RIGHT OF THE BORING

Nf: NUMBER OF BLOWS TO DRIVE STANDARD SPLIT SPOON ONE FOOT WITH 9.

FINER IS SHOWN TO THE LEFT OF THE BORING STAFF.

D60 SIZE: THE GRAIN SIZE IN MILLIMETERS OF WHICH 60% OF THE SAMPLE IS 8.

FINER IS SHOWN TO THE LEFT OF THE BORING STAFF.

D30 SIZE: THE GRAIN SIZE IN MILLIMETERS OF WHICH 30% OF THE SAMPLE IS 7.

FINER IS SHOWN TO THE LEFT OF THE BORING STAFF.

D10 SIZE: THE GRAIN SIZE IN MILLIMETERS OF WHICH 10% OF THE SAMPLE IS 6.

THE LEFT OF THE BORING STAFF.

ATTERBERG LIMITS: LIQUID LIMIT (LL) AND PLASTIC LIMIT (PL) ARE SHOWN TO 5.

DRY WEIGHT (W) IS SHOWN TO THE LEFT OF THE BORING STAFF.

MOISTURE CONTENT: THE NATURAL MOISTURE CONTENT IN PERCENT OF 4.

ARE SHOWN BELOW THE BORING STAFF.

RIGHT OF THE BORING STAFF. NOTES PERTAINING TO A SPECIFIC BORING

COMPLETE THE CLASSIFICATION, PERTINENT INFORMATION IS ADDED TO THE

BASIC SOIL TYPE. THE LEGEND REPRESENTS ONLY THE BASIC SOILS. TO

GENERAL: THE UNIFIED SOIL CLASSIFICATION SYSTEM IS USED TO IDENTIFY 3.

OFFICER.

SOUNDINGS ARE AVAILABLE UPON REQUEST FROM THE CONTRACTING

LOGS HAVE NOT BEEN DRAWN FOR CPT SOUNDINGS. DATA FOR CPT

BORING LOCATIONS WITH A POSTSCRIPT "C" ARE CPT SOUNDINGS. STICK 2.

GENERAL NOTES APPLY TO ALL BORING LOG SHEETS.1.

GEOTECHNICAL GENERAL NOTES

R K

C I C I

C I

G W

C B

CO CO

CR-17-7

CR-18-30C-1

CR-19-25 (RB-1)

CR-18-31C-2

CR-18-31C CR-18-31C-1

CR-18-30C

CR-18-32C-1

CR-18-32C

CR-18-33C

CR-18-34C

CR-18-35C

CR-18-40C

CR-18-44C

CR-18-39C

CR-18-41C-1

CR-18-43C

CR-18-41C

CR-18-42C

69+

70+00

71+00

72+

75+0

75+31.59

A N

S I

E K

J U

L Y

W X

X X

-X X

-X -X

C K

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L A

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T R

R O

C K

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L A

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D R

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I S

L A

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C T

C O

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C E

D A

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A P

F L

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M E

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P R

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C T

C E

D A

R R

C E

D A

R R

A P

A R

R B

A S

SOLICITATION

R K

C E

D R

P D

BB101

E D

T O

N H

D R

M C

A N

T U

D R

H A

V E

N S

SCALE: 1" = 50'

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BORING LOCATION PLAN

B O

G L

O C

A T

P L

A N

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

M C

L O

U D

R U

N M

L E

R E

A C

H R

O A

D R

C E

D R

P D

O L

B B

G N

50' 100'0

NORTH

PLAN

R K

D R

CR-18-38C

CR-17-8

CR-18-36C

CR-18-37C

CR-18-38C

S I

E K

J U

L Y

W X

X X

-X X

-X -X

C K

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R R

C E

D A

R R

A P

A R

R B

A S

SOLICITATION

R K

C E

D R

P D

BB604

H A

V E

N S

D R

E N

D R

S M

A T

Y C

H U

K H

D R

G R

A M

B O

G L

BORING LOGS

SCALE: 1" = 5'

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S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

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R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

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R S

M C

L O

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A T

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F E

E T

N .A

.V .D

E L

E V

A T

I N

F E

E T

N .A

.V .D

COORDINATES IN N.A.D. 1983 STATE PLANE IOWA NORTH US SURVEY FEET

(24)

D10D30D60

WPLLL Qp

N 3468284 E 5419330

16 AUG 17

CR-17-08

SANDY SILT (ML)

BROKEN LIMESTONE PIECES AND GRAVEL

(14)

(6)

(8)

(2)

(7)

(12)

(5)

(4)

(8)

(40)

(33)

FILL - SANDY LEAN CLAY

FILL - CLAYEY SAND

SILTY CLAY (CL-ML)

POORLY GRADED SAND WITH SILT (SP-SM)

LEAN CLAY (CL)

LIMESTONE

AUGER REFUSAL AT 61 FT

GROUND EL 736.5 FT

675.5 FT

W.L. 08/16/17

C E

D R

P D

O L

B B

0 5' 10'

S I

E K

J U

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C K

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R O

C K

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C E

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G E

M E

N T

P R

O J E

C T

C E

D A

R R

C E

D A

R R

A P

A R

R B

A S

SOLICITATION

R K

C E

D R

P D

BB607

H A

V E

N S

D R

E N

D R

S M

A T

Y C

H U

K H

D R

B O

G L

G R

A M

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NOT TO SCALE

BORING LOGS

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

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C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

M C

L O

U D

R U

N M

L E

R E

A C

H R

O A

D R

C E

D R

P D

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B B

H H

H Y

C U

L R

C P

C U

L P

V C

F E

E E

S E

S S

N -U

G F

M H

S S

A B

A N

D O

N E

A B

A N

D O

N E

36"

CL 2

CLDIP

A N

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-X X

-X -X

C K

I S

L A

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C O

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A P

F L

O O

D R

M A

N A

G E

M E

N T

P R

O J E

C T

C E

D A

R R

C E

D A

R R

A P

A R

R B

A S

SOLICITATION

R K

C E

D R

P D

CD100

SCALE: 1" = 300'

DS: PD: AEC_pdf.pltcfg2:40:22 PM 7/25/2023

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D E

M O

K E

Y M

A P

DEMOLITION KEY MAP

M C

A N

T U

D R

M R

E D

T O

N H

D R

A J U

D D

D R

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

M C

L O

U D

R U

N M

L E

R E

A C

H R

O A

D R

C E

D R

P D

O L

C D

G N

6000 300'

NORTH

PLAN

TRUE N

PRIOR TO STARTING CONSTRUCTION.

WITHIN THE LEVEE/FLOODWALL FOOTPRINT. VERIFY USING IOWA ONE CALL

SEE UTILITY SUMMARY TABLE ON CS601 FOR SUMMARY OF KNOWN UTILITIES 8.

VERIFY LOCATION OF UTILITIES PRIOR TO EXCAVATION.7.

PROJECT FEATURES.

BETWEEN ITEMS NOT IDENTIFIED FOR DEMOLITION AND PROPOSED

NOTIFY THE CONTRACTING OFFICER OF ANY APPARENT CONFLICTS

ADDITIONAL DEMOLITION WITHIN THE WORK LIMITS MAY BE REQUIRED.

EXTENT, AND ITEMS TO BE DEMOLISHED ARE PROVIDED AS A GUIDE.

DRAWINGS PRIOR TO BEGINNING DEMOLITION ACTIVITIES. THE LIMITS,

FIELD VERIFY LOCATIONS OF ALL ELEMENTS SHOWN IN DEMOLITION 6.

DO NOT BURY, DUMP, OR DISCHARGE DEBRIS ON SITE.5.

PROTECT AND PRESERVE ALL TREES EXCEPT AS NOTED.4.

MEASURES.

DESIGNATED WASHOUT AREAS WITH COLLECTION AND TREATMENT

WATERWAYS. COMPLETE CONCRETE WASHOUT IN CONTRACTOR-

WASHOUT. DO NOT DIRECTLY DISCHARGE TO STORM SEWER OR

COLLECT, TREAT, AND FILTER CONCRETE SAW SLURRY AND CONCRETE 3.

EVIDENCE OF DAMAGED CONDITION.

AT DEMOLITION LIMITS AND REPORT TO CONTRACTING OFFICER ANY

PROTECT EXISTING CONCRETE TO REMAIN. INSPECT CONCRETE TO REMAIN 2.

VERIFY EXTENTS OF DEMOLITION WITH THE CONTRACTING OFFICER.

OTHER ITEMS INDICATED FOR REMOVAL ARE MINIMUMS. DETERMINE AND

PAVEMENT, CONCRETE STRUCTURES, SIDEWALKS, CURBS, TREES, AND 1.

GENERAL DEMOLITION NOTES

CD101

R S

CEDAR LAKE

734.21

736.53

736.55

26971

737.26

MHST

26943

737.20

MHST

20777

738.16

MHST

20801

738.05

MHST

20763

738.49

MHSS

740.26

TREE 16"Ø

21468

751.52

A N

S I

E K

J U

L Y

W X

X X

-X X

-X -X

C K

I S

L A

N D

T R

R O

C K

I S

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I S

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O J E

C T

C O

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C E

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F L

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M A

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G E

M E

N T

P R

O J E

C T

C E

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C E

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R B

A S

SOLICITATION

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C E

D R

P D

DS: PD: AEC_pdf.pltcfg2:47:27 PM 7/25/2023

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CD101

DEMOLITION PLAN

SCALE: 1" = 50'

D E

M O

P L

J U

D D

D R

M R

E D

T O

N H

D R

M C

A N

T U

D R

PAVEMENT REMOVAL

STA 206+00 END

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

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R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

M C

L O

U D

R U

N M

L E

R E

A C

H R

O A

D R

WORK LIMITS

STA 200+49.10, 35.83' LT

& GRUBBING

BEGIN CLEARING

STA 52+00.77, 19.42' RT

SEWER MANHOLE

EXISTING SANITARY

STA 50+10

SEWER MANHOLE

EXISTING SANITARY

STA 200+15.26

BEGIN PAVEMENT REMOVAL

STA 204+96.47,16.69' LT

GRUBBING

END CLEARING &

STA 55+78.26

SEWER MANHOLE

EXISTING SANITARY

STA 200+91.06 51.58' RT

BEGIN FENCE REMOVAL

STA 207+75.71, 16.86' RT

END FENCE REMOVAL

C E

D R

P D

O L

C D

G N

NORTH

PLAN

50' 100'0

M A T

C H L

E A

SHEET KEYNOTES

SCHEDULE WITH CONTRACTING OFFICER.

BE COMPLETED IN VOLUME 102. COORDINATE 10TH STREET CONSTRUCTION

FIBER, SANITARY AND WATER UTILITY IMPROVEMENTS ON 10TH STREET WILL 13.

PROTECT 10TH STREET ENTRANCE. SEE SHEET GC101.12.

REMOVE TREE.11.

PROTECT IN PLACE SANITARY SEWER.10.

VOLTAGES GREATER THAN 350 kV.

LINES WITH VOLTAGES UP TO 350 kV, OR 50 FEET FOR POWER LINES WITH

MAINTAIN 20 FEET CLEARANCE FOR CRANES AND DERRICKS FROM POWER

DO NOT DISTURB OVERHEAD HIGH VOLTAGE ELECTRICAL LINES AND POLES. 9.

CLEAR AND GRUB.8.

TO REMAIN.

REMOVE SIDEWALK. REMOVE AT JOINT OR SAWCUT AT EXISTING SIDEWALK 7.

REMOVE CHAIN LINK FENCE. CLEAR AND GRUB VEGETATION ALONG FENCE.6.

102. COORDINATE CONSTRUCTION SCHEDULE WITH CONTRACTING OFFICER

STORM SEWER REMOVAL AND IMPROVEMENTS ARE INCLUDED IN VOLUME 5.

REMOVE AGGREGATE SURFACING, ESTIMATED THICKNESS 12 INCHES.4.

CLEAR AND GRUB AND REMOVE RIPRAP.3.

VERIFY LIGHT POLE AND BASE HAVE BEEN REMOVED.2.

INCHES.

SAWCUT AND REMOVE CONCRETE PAVEMENT, ESTIMATED THICKNESS 8 1.

S I

E K

J U

L Y

W X

X X

-X X

-X -X

C K

I S

L A

N D

T R

R O

C K

I S

L A

N D

D R

R O

C K

I S

L A

N D

E N

A M

P R

O J E

C T

C O

D E

C E

D A

R R

A P

F L

O O

D R

M A

N A

G E

M E

N T

P R

O J E

C T

C E

D A

R R

C E

D A

R R

A P

A R

R B

A S

SOLICITATION

R K

C E

D R

P D

CS601

DS: PD: AEC_pdf.pltcfg4:01:31 PM 7/25/2023

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M C

A N

T U

D R

M R

E D

T O

N H

D R

A J U

D D

O N

T R

O L

S C

H E

D U

L E

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

M C

L O

U D

R U

N M

L E

R E

A C

H R

O A

D R

C E

D R

P D

O L

C S

G N

SEE SHEET VF101 FOR PROJECT SURVEY CONTROL.1.

S I

E K

J U

L Y

W X

X X

-X X

-X -X

C K

I S

L A

N D

T R

R O

C K

I S

L A

N D

D R

R O

C K

I S

L A

N D

E N

A M

P R

O J E

C T

C O

D E

C E

D A

R R

A P

F L

O O

D R

M A

N A

G E

M E

N T

P R

O J E

C T

C E

D A

R R

C E

D A

R R

A P

A R

R B

A S

SOLICITATION

R K

C E

D R

P D

CS602

DS: PD: AEC_pdf.pltcfg4:01:42 PM 7/25/2023

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M C

A N

T U

D R

M R

E D

T O

N H

D R

A J U

D D

O N

T R

O L

S C

H E

D U

SCALE: NTS

SHEET PILE TIP ELEVATIONS

CONTROL LINE DATA - 10TH STREET

SCALE: NTS

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

M C

L O

U D

R U

N M

L E

R E

A C

H R

O A

D R

C E

D R

P D

O L

C S

G N

SEE SHEET VF101 FOR PROJECT SURVEY CONTROL.1.

GENERAL SHEET NOTES

LINEARLY INTERPOLATE SHEET PILE TIP ELEVATIONS BETWEEN PROVIDED "FROM" AND "TO" STATION RANGES.2.

SHEET PILE TIP ELEVATIONS ARE APPROXIMATE.1.

NOTE:

C O

A N

S I

E K

J U

L Y

W X

X X

-X X

-X -X

C K

I S

L A

N D

T R

R O

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I S

L A

N D

D R

R O

C K

I S

L A

N D

E N

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P R

O J E

C T

C O

D E

C E

D A

R R

A P

F L

O O

D R

M A

N A

G E

M E

N T

P R

O J E

C T

C E

D A

R R

C E

D A

R R

A P

A R

R B

A S

SOLICITATION

R K

C E

D R

P D

CP101

T H

S T

R E

E T

N E

P L

A N

D P

R O

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10TH STREET NE PLAN

SCALE: 1" = 40'

10TH STREET NE PROFILE

SCALE: 1" = 40'

K L

D R

K L

D R

M K

U R

E K

D R

INCLUDED IN VOL102

FENCE CONSTRUCTION

CURB AND GUTTER AND

STA 206+00 - STA 207+83

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

M C

L O

U D

R U

N M

L E

R E

A C

H R

O A

D R

98+00

99+00

100+00

101+

102+00

207+00

205+00 206+00

208+00 209+00

204+00200+00

203+00

201+00 202+00

TIE TO EXISTING PAVEMENT

BEGIN PAVING STA. 200+15.06-

EL. 741.40

STA 202+45

FLOODWALL

EXISTING GRADE

TIE TO EXISTING PAVEMENT

END PAVING STA. 206+00 -

+3.

-3.900%

+3.

-0.600%

-3.900%

-0.400%

LOW POINT ELEV. 738.57

LOW POINT STA. 200+34.63

100.00' V.C.

K = 24

ELEVATION 738.31

VPI STA. 200+70.00

HIGH POINT ELEV. 743.24

HIGH POINT STA. 202+81.89

300.00' V.C.

K = 41

ELEVATION 746.01

VPI STA. 202+90.00

150.00' V.C.

K = 43

ELEVATION 737.04

VPI STA. 205+20.00

-4.40%

ELEVATION 740.60

VPI STA. 201+25.00

+2.1 2% -2.53%

+1.74

ELEVATION 739.50

VPI STA. 201+50.00

ELEVATION 742.30

VPI STA. 202+82.00

ELEVATION 739.31

VPI STA. 204+00.00

ELEVATION 740.18

VPI STA. 204+50.00

LEFT DITCH GRADE

DITCH PROFILE DESIGN GRADE

STREET PROFILE DESIGN GRADE

C E

D R

P D

O L

C P

G N

40' 80'0

NORTH

PLAN

TRUE N

40' 80'0

PC STA. 106+10.35

CLO

UD RUN

INTERSTATE 380

J A

V E

N U

E N

STA. 206+00.00

END PAVING

STA. 200+15.06

BEGIN PAVING

(J AVE)

= STA 106+12.18

(10TH ST)

STA 200+00.00

VOL107…

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