W912EK22B0001 - PLAN_SET_SOL-VOL302_CRANDIC.pdf

PDF 18 MB Posted Feb 22, 2022

Attached to: Iowa River Basin; Cedar River; Cedar Rapids, IA; Cedar Rapids Flood Risk Management Project; 12th Avenue SE Roller Gate Closure Structure and Reach 3 Crandic Railroad Closure Structure
Solicitation number: W912EK22B0001
Issued by: Department of the Army Corps of Engineers Engineering District Rock Island

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for the Iowa River Basin; Cedar River; Cedar Rapids, IA; Cedar Rapids Flood Risk Management Project; 12th Avenue SE Roller Gate Closure Structure and Reach 3 Crandic Railroad Closure Structure. The base bid involves site demolition, traffic control, sheet pile, H-pile and micropile installation, concrete floodwall and levee embankment construction, precast concrete sill and steel roller gate fabrication and installation, aesthetic concrete finishes and gate panels, storm sewer and water main installation, roadway and sidewalk reconstruction, and utility relocation coordination and site restoration for the 12th Ave Road closure structure. The option bid includes additional work for the Crandic RR closure structure such as temporary railroad bridge span, storm sewer installation, riprap, railroad hot span bridge, chain link fence, and parking lot reconstruction and site restoration. The solicitation is issued by the Department of the Army Corps of Engineers Engineering District Rock Island.

View the file

Other files

File	Type	Posted
B01 - Bid Summary Sheet.pdf	PDF	May 17, 2022
A22 - W912EK22B0001 Amendment 0002.pdf	PDF	Apr 21, 2022
A22- W912EK22B0001 Amendment 0001.pdf	PDF	Mar 31, 2022
A22 - W912EK22B0001.pdf	PDF	Feb 22, 2022
W912EK22B0001 - PLAN_SET_VOL304_12TH_AVE.pdf	PDF	Feb 22, 2022
W912EK22B0001 - PLAN_SET_REF-12TH_AVE_TRAFFIC_CONTROL.pdf	PDF	Feb 22, 2022

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GI001

ROCK ISLAND DISTRICT

of Engineers

US Army Corps

...\6.0_CAD_BIM\6.2_WIP\ProjectData\CAD_BIM\_Sheets\B5CEDRPD1809_VOL302_GI001

IOWA RIVER BASIN - CEDAR RIVER

CEDAR RAPIDS, IOWA

CEDAR RAPIDS FLOOD RISK MANAGEMENT PROJECT

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APPROVAL RECOMMENDED BY:

DATE

GEOTECHNICAL BRANCHCHIEF,

DESIGN BRANCHCHIEF,

TECHNICAL SERVICES BRANCHCHIEF,

ENGINEERING & CONSTRUCTION DIVISIONCHIEF,

HYDROLOGY & HYDRAULICS BRANCHCHIEF,

VOLUME 302 - REACH 3 - CRANDIC RAILROAD ROLLER GATE

SIGNATURE DATE

PRINTED OR TYPED NAME

SIGNATURE DATE

PRINTED OR TYPED NAME

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

25225

SCOTT A.

AWOI

12680 R E

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SIGNATURE DATE

PRINTED OR TYPED NAME

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

25528 R E

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02/02/2022

STEPHEN J.

PERCASSI JR.

STEPHEN JOHN PERCASSI JR.

JEFFREY W.

TEIG

JEFFREY W. TEIG

MARR

SCOTT A. MARR

PAGES OR SHEETS COVERED BY THIS SEAL: CS301 THRU CS502

MY LICENSE RENEWAL DATE IS DECEMBER 31, 2022

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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

CS302, S-101 THRU S-103, S-601

PAGES OR SHEETS COVERED BY THIS SEAL: B-101, B-501, C-104 THRU C-107, C-302, C-303, WXXXXX-XX-X-XXX

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

SPECIFICALLY AUTHORIZED

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

REGISTRATION DESIGNATIONS OF INDIVIDUALS

ENGINEERS. THE INITIALS OR SIGNATURES AND

JV FOR THE ROCK ISLAND DISTRICT CORPS OF

THIS PROJECT WAS DESIGNED BY HDR-BERGMANN

A-101 THRU A-103, E-101 THRU E-502

PAGES OR SHEETS COVERED BY THIS SEAL: C-101 THRU C-503, S-100 THRU S-605,

FEBRUARY 2022

W921EK-22-B-0001W912EK-22-B-0001

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VICINITY MAP

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GENERAL NOTES

AND IN THE PROJECT SPECIFICATIONS.

CONSTRUCTION WORK ON THIS PROJECT WHERE INDICATED ON THE PLANS

STANDARD SPECIFICATIONS SHALL BE CONSIDERED APPLICABLE TO

THE CEDAR RAPIDS GENERAL SUPPLEMENTAL SPECIFICATIONS TO SUDAS 12.

CONSTRUCTION WORK ON THIS PROJECT WHERE INDICATED ON THE PLANS.

THE SUDAS STANDARD DETAILS SHALL BE CONSIDERED APPLICABLE TO 11.

MEASURES PER THE PLAN.

SEDIMENT CONTROL PLAN AND INSTALL AND MAINTAIN REQUIRED

THE CONTRACTOR MUST SUBMIT FOR APPROVAL AN EROSION AND 10.

CODES AND ORDINANCES FOR THE PROJECT.

ADHERENCE TO AND COMPLIANCE WITH ALL NATIONAL, STATE, AND LOCAL

CONTRACTOR SHALL DETERMINE, COORDINATE, AND BE RESPONSIBLE FOR 9.

VERIFIED BY THE CONTRACTOR.

ALL DIMENSIONS SHOWN OR INDICATED ON THESE PLANS SHALL BE FIELD 8.

ACTIVITY.

OF ANY PAVEMENTS/STRUCTURES DAMAGED DUE TO CONSTRUCTION

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR/REPLACEMENT 7.

PRIOR TO INITIATING ANY WORK.

THE CONTRACTOR MUST SUBMIT FOR APPROVAL A TRAFFIC CONTROL PLAN 6.

SPECIFIED.

FROM CONSTRUCTION EQUIPMENT AND OPERATIONS UNLESS OTHERWISE

AND ALL UNDERGROUND AND OVERHEAD UTILITIES SHALL BE PROTECTED

RESPONSIBLE FOR LOCATING UTILITIES ON SITE PRIOR TO BEGINNING WORK

SHOULD BE CONSIDERED APPROXIMATE. CONTRACTOR SHALL BE

OF UTILITIES MAY NOT BE ACCURATE OR ALL INCLUSIVE. LOCATIONS

THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION 5.

VERTICAL CONTROL BASED ON NAVD88 GEOID 09 IN FEET.4.

NORTH ZONE NAD83 IN U.S. SURVEY FEET.

HORIZONTAL CONTROL BASED ON IOWA STATE PLANE COORDINATE SYSTEM 3.

VERTICAL CONTROL POINTS ARE AVAILABLE BY REQUESTS.

THE DIAGRAMS AND DETAILED DESCRIPTIONS OF HORIZONTAL AND 2.

THE PROJECT AREA.

CEDAR RAPIDS OWNS OR HAS REAL ESTATE INTERESTS IN

DOWNTOWN AREA OF CEDAR RAPIDS, IOWA. THE CITY OF

BANK OF THE CEDAR RIVER DOWNSTREAM OF THE

THIS PROJECT IS LOCATED ALONG THE LEFT DESCENDING1.

VOL 303

VOL 301

VOL 280

REACH 3 NEWBO LEVEE

NEWBO / PARKING LOT 44 PUMP STATION

8TH AVE BRIDGE

DESCRIPTIONVOLUME #

REFERENCED PLAN SET INDEX

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ABBREVIATIONS

CORROSIVE RESISTANT STEEL CRS

CROSS GRAINCRG

CIRCUMFERENCECRCMF

CARPETCPT

COMPRESSIBLECPRS

COVERCOV

CORROSIVE RESISTANT STEELCRS

CORRIDORCORR

CONTRACTING OFFICER'S REPRESENTATIVECOR

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

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

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

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

POINT OF CURVATUREPC

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

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

SPACE(S)SPA

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

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

2E K

-2 2-

B -0

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

C E

D R

P D

M O

R G

A N M

A Y

X X

X X -X

X -X -X

X X

W E

K -2

-B -0

R O

C K I S

L A

N D D

T R

O C

K I S

L A

N D D

E N

A M

P R

O J E

C T C

O D

C E

D A

R R

A P

F L

O O

D R

K M

A N

A G

E M

E N

T P

R O J E

C T

A R

E R B

A S

E D

A R R

A C

H C

R A

N D

R O

A D R

O L L E

R G

A T

F E

B U

A R

SOLICITATIONDS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:49:06 PM 2/2/2022

...\6.0_CAD_BIM\6.2_WIP\ProjectData\CAD_BIM\_Sheets\B5CEDRPD1809_VOL302_GI006

GI006

E N

H D

E N

N E

R A

L L

E G

E N

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

POTABLE COLD WATER

DEMOLITION/REMOVAL

COMPRESSED AIR

COMUNICATION, OVERHEAD

COMMUNICATION, UNDERGROUND

CULVERT

DITCH

ELECTRICAL PRIMARY, OVERHEAD

ELECTRICAL PRIMARY, UNDERGROUND

ELECTRICAL SECONDARY, OVERHEAD

ELECTRICAL SECONDARY, UNDERGROUND

FENCE

FIBER OPTIC, UNDERGROUND

OBJECT CENTERLINE

FUEL OIL RETURN

FUEL OIL SUPPLY

GUARDRAIL

LPG SUPPLY

WATER MAIN

RIGHT-OF-WAY

PROPERTY LINE

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

WALL SECTION

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

IDENTIFICATION

0 4' 8'2'

GRAPHIC SCALE

IDENTIFICATION

B7 A4

C3 D8

DRAWING AREA TITLE

A1 30' 60'00 10' 20'

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

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

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

(CONCST)

CONCRETE

CAST-IN-PLACE

(CONCLW)

PRECAST CONCRETE

(EARTH)

COMPACTED FILL

(GLELEV)

GLASS (ELEVATION)

(GRVCRE)

/FDM

DRAINAGE BLANKET

(INSSCM)

CONCRETE MAT

(RIPRAP)

RIPRAP

(ROCK)

ROCK

(EARTH, 45^)

EXISITNG SOIL

(TERRZO)

FILTER SAND

(CCBSS, 90^)

CONCRETE

ROLLER COMPACTED

(GRAVEL)

GRAVEL

(POROUS)

COBBLES

(GRVSCL)

BEDDING MATERIAL

(ANSI32)

STEEL / ALLOYS

(ANSI33)

BRASS

(ANSI34)

ALUMINUM

SAND

GRAVEL

SAND AND CLAY

POROUS FILL

EARTHWORK-GRAVEL

SECTION

ASPHALT

CHECKER PLATE

GRATING

GENERAL LEGEND

C E

D R

P D

V O

G I0

TREELINE

NO WORK

LIGHTPOLE

TREE

CATCH BASIN

BENCHMARKBM

EXISTING GROUND

NORTH INDICATOR

CONTROL POINT

BREAKLINE

CENTERLINE

EXISTING BERM

SANITARY LINE

STORM LINE

WATER LINE

COMMUNICATIONS LINE

FLOW ARROW

INTERSTATE HIGHWAY

RAILROAD

RIPRAP

S SX

S XD

FLOW

BORING LOCATION

LIMITS

CONSTRUCTION WORK

LINE

OVERHEAD ELECTRIC

ELECTRIC LINE

UNDERGROUND

CONTRACT

WORK UNDER SEPARATE

ITEM TO BE REMOVED

ITEM TO BE REMOVED RIVERMILE

SLOPE

STATE HIGHWAY

US HIGHWAY

WATER LEVEL

EL. 500.0

S P

E R

C A

S S I, B

E R

WORK LIMITS

CONSTRUCTION LIMITS / PROJECT

STAGING AREA

GAS, UNDERGOUND

STORM DRAIN

SHEET ID

S-101

PLAN SET

SHEET NUMBER WITHIN PLAN SET

ELECTRICAL,CIVIL, ARCHITECTURAL, (ETC.)

DISCIPLINE STRUCTURE, MECHANICAL

SHEET TYPE DESIGNATION

SEQUENCIAL NUMBER

2E K

-2 2-

B -0

CONTROL POINT 133

LEVEE CENTERLINE

CONTROL POINT 136

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

C E

D R

P D

M O

R G

A N M

A Y

X X

X X -X

X -X -X

X X

W E

K -2

-B -0

R O

C K I S

L A

N D D

T R

O C

K I S

L A

N D D

E N

A M

P R

O J E

C T C

O D

C E

D A

R R

A P

F L

O O

D R

K M

A N

A G

E M

E N

T P

R O J E

C T

A R

E R B

A S

E D

A R R

A C

H C

R A

N D

R O

A D R

O L L E

R G

A T

F E

B U

A R

V-101

C E

D R

P D

V O

V -1

G N

S P

E R

C A

S S I, B

SCALE: 1" = 80' 80' 160'0

R O

B E

R G

D E

T R

B E

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...\6.0_CAD_BIM\6.2_WIP\ProjectData\CAD_BIM\_Sheets\B5CEDRPD1809_VOL302_V-101

S U

R V

E Y C

O N

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O L

P L

A N

SURVEY CONTROL

727.145420703.063457994.64133

5418986.27 726.58C76 (MG0631) 3460137.43

CUT X ON D/S LDB 12 AVE BRIDGE

CHISELED SQUARE U/S SIDE RAILROAD BRIDGE ABUTMENT

732.255421525.633457100.82136

C R

A N

R O

A D

D S

T S

C E D

A R

E R

V E S

SURVEY CONTROL

POINT ID NORTH EAST NAVD88 DESCRIPTION

UNITS: SURVEY FEET.

PROJECT DATUM: HORIZONTAL: NAD83 IOWA NORTH, VERTICAL: NAVD88 GEOID 09, 2.

VALUE. IE: PLAN ELEVATION PLUS 0.05 FEET EQUALS GEOID 12B ELEVATION.

CURRENT GEOID 12B MODEL, SUBTRACT 0.05 FEET TO OBTAIN THE GEOID 09

AND MODELING ARE BASED IN THE GEOID 09 MODEL. TO CORRECT FROM

MARK'S ELEVATION IS BASED IN THE GEOID 09 MODEL. ALL PROJECT DESIGNS

2019 ARE BASED ON MARK USC&GS C76 (MG0631) LOCATED AT CITY HALL. THIS

CONTROL SURVEYS ORIGINALLY COMPLETED IN 2012 AND VERIFIED IN SPRING 1.

2E K

-2 2-

B -0

C B

S S

S S S

SSS

S S

S P

CR-15-03

CR-11-55

CR-18-17

CR-19-61

CR-18-16

CR-18-16A

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

C E

D R

P D

M O

R G

A N M

A Y

X X

X X -X

X -X -X

X X

W E

K -2

-B -0

R O

C K I S

L A

N D D

T R

O C

K I S

L A

N D D

E N

A M

P R

O J E

C T C

O D

C E

D A

R R

A P

F L

O O

D R

K M

A N

A G

E M

E N

T P

R O J E

C T

A R

E R B

A S

E D

A R R

A C

H C

R A

N D

R O

A D R

O L L E

R G

A T

F E

B U

A R

B-101

C E

D R

P D

V O

B -1

G N

S P

E R

C A

S S I, B

E R

NORTH

PLAN

U E N

20' 40'0

BORING LOCATION PLAN

SCALE: 1" = 20'

B O

G L

O C

A T

N P

L A

R O

B E

R G

M S

E L

B E

R G

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...\6.0_CAD_BIM\6.2_WIP\ProjectData\CAD_BIM\_Sheets\B5CEDRPD1809_VOL302_B-101

BORING LOCATIONS PROVIDED BY USACE.1.

GENERAL SHEET NOTES:

2E K

-2 2-

B -0

TRACE GRAVEL, DARK BROWN AND GRAY

FILL - MIXTURE OF SAND AND CLAY:

TRACE GRAVEL, DARK BROWN AND BROWN

FILL - SANDY LEAN CLAY:

TRACE GRAVEL, DARK BROWN AND BROWN

FILL - CLAYEY SAND:

TRACE GRAVEL, BROWN

FILL - LEAN CLAY:

CONCRETE

CRUSHED LIMESTONE

SANDY LEAN CLAY (FILL)

(POSSIBLE FILL) (SP-SM)

POORLY GRADED SAND WITH SILT

SILTY SAND (SM)

POORLY GRADED SAND WITH SILT (SP-SM)

LIMESTONE

CRUSHED LIMESTONE AND BRICK (FILL)

BR SILTY SAND (FILL)

BR SAND WITH CLAY (SW-SC)

SAND (FILL): BROWN, MEDIUM

SANDY CLAY (FILL): DARK BROWN

CLAY, SAND, GRAVEL AND CINDERS

(FILL): DARK BROWN,

SILTY SAND (FILL): DARK BROWN

SILTY SAND (SM): DARK BROWN

GRAY BROWN, FINE TO MEDIUM

POORLY GRADED SAND (SP):

WITH GRAVEL

BROWN GRAY, FINE TO COARSE,

WELL GRADED SAND (SW):

GRAY, FINE TO MEDIUM

POORLY GRADED SAND (SP):

TRACE GRAVEL, BROWN

FILL - SAND W/ SILT:

BROWN, LOOSE, (ALLUVIUM)

TRACE GRAVEL, FINE TO COARSE GRAINED,

POORLY GRADED SAND WITH SILT (SP-SM) :

FRAGMENTS, DARK BROWN

TRACE GRAVEL AND BRICK

FILL - SILTY SAND:

9 FEET

HIGHER GRAVEL CONTENT BELOW ABOUT

CLAY POCKETS, COARSER SAND, AND

WITH OCCASIONAL CLAY SEAMS BELOW 25 FEET

BROWN, MEDIUM DENSE, (ALLUVIUM)

TRACE GRAVEL, FINE TO COARSE GRAINED,

POORLY GRADED SAND WITH SILT (SP-SM) :

FINE TO MEDIUM GRAINED, BROWN, DENSE

POORLY GRADED SAND WITH SILT (SP-SM) :

GRAVEL, FINE TO COARSE GRAINED, GRAY, DENSE

POORLY GRADED SAND (SP) : TRACE SILT AND

DARK BROWN, LOOSE, (ALLUVIUM)

FINE TO MEDIUM GRAINED,

SILTY SAND (SM) :

BROWN, MEDIUM DENSE TO DENSE, (ALLUVIUM)

TRACE GRAVEL, FINE TO MEDIUM GRAINED,

POORLY GRADED SAND WITH SILT (SP-SM) :

BROWNISH GRAY, MEDIUM STIFF, (ALLUVIUM)

SANDY SILTY CLAY (CL-ML) :

HIGHLY WEATHERED, STRONG ROCK

GRAY AND BROWN, THIN BEDDING,

SEAMS AND LAYERS, SLIGHTLY VUGGY,

LIMESTONE : WITH OCCASIONAL CLAY

GREENISH GRAY SHALE SEAM @ ABOUT 84.4 TO 85.5 FEET

SANDSTONE : POORLY CEMENTED, GREENISH GRAY.

HIGHLY WEATHERED, STRONG ROCK

LIGHT GRAY, THIN BEDDING, MODERATELY TO

LIMESTONE : WITH OCCASIONAL CLAY SEAMS,

SILTY SAND (SM)

TRACE GRAVEL

BROWN GRAY, MEDIUM TO COARSE,

WELL GRADED SAND (SW):

STRONG ODOR BELOW 10 FEET

BRICK, AND ORGANICS, DARK BROWN

FILL - SANDY LEAN CLAY, TRACE GRAVEL,

GRAVEL, DARK BROWN

OCCASIONAL CLAY LAYERS, TRACE

FILL - SAND WITHCLAY

STRONG ODOR IN SAMPLES

TRACE GRAVEL @ ABOUT 38.5 FEET

43 FEET

HARD DRILLING @ ABOUT 41.5 TO

STRONG ODOR IN SAMPLES

(ALLUVIUM)

SEAMS, GRAY, MEDIUM STIFF TO STIFF,

TRACE SAND WITH OCCASIONAL SAND

LEAN CLAY (CL) :

BROWN, COMPLETELY TO HIGHLY WEATHERED

LIMESTONE :

TERMINATED

BORING CR-18-16

ABOUT 9 FEET

OBSTRUCTION @

CONCRETE

WOOD AND

FINE TO COARSE, TRACE GRAVEL, LOOSE

FINE TO MEDIUM, VERY LOOSE

DK BR CLAYEY SAND (SC)

TRACE OF WOOD , BRICK AND GRAVEL

BROWNISH GRAY, MEDIUM DENSE, (ALLUVIUM)

CLAY SEAMS, FINE TO COARSE GRAINED,

TRACE SILT, GRAVEL, AND OCCASIONAL

POORLY GRADED SAND (SP) :

(ALLUVIUM)

GRAINED, BROWN, MEDIUM DENSE TO DENSE,

TRACE SILT AND GRAVEL, FINE TO COARSE

POORLY GRADED SAND (SP) :

FOOTING

BOTTOM OF

PROPOSED

FOOTING

BOTTOM OF

PROPOSED

FOOTING

BOTTOM OF

PROPOSED

NOTE: BORINGS DRILLED BY TERRACON CONSULTANTS FOR THE USACE.

#200 = % PASSING #200 SIEVE

NF = SPT N - VALUE (FIELD)

W = WATER COTENT

PI = PLASTICITY INDEX

LEGEND:

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

C E

D R

P D

M O

R G

A N M

A Y

X X

X X -X

X -X -X

X X

W E

K -2

-B -0

R O

C K I S

L A

N D D

T R

O C

K I S

L A

N D D

E N

A M

P R

O J E

C T C

O D

C E

D A

R R

A P

F L

O O

D R

K M

A N

A G

E M

E N

T P

R O J E

C T

A R

E R B

A S

E D

A R R

A C

H C

R A

N D

R O

A D R

O L L E

R G

A T

F E

B U

A R

SOLICITATION

L E

V A

N I

N F

E E

T N .A .V .D

E L E

V A

N I

N F

E E

T N .A .V .D

WPI

CR-11-55

27 SEP 11

N 3458038 E 5420753

GROUND EL 725.7

(20)

(4)

(3)

(15)

(6)

(9)

(12)

(18)

(44)

(23)

W.L. 9/27/11

685.18 REQUIRED DEPTH ACHIEVED

N 3458113 E 5420534

GROUND EL 727.7

5" CONCRETE

7" CRUSHED LIMESTONE

WPI

(14)

(3)12

(4)9

(2)9

(4)11

(4)8

(6)17

(13)16

(17)17

(12)21

(24)21

(19)22

(11)18

(13)

(31)19

(41)

(54)10

SPT = 50/6"

8 11

#200

W.L. 2/06/19

646 FT

SPT REFUSAL

SPT = 50/0"

LIMESTONE

CR-18-17

06 FEB 19

N 3457924 E 5420885

GROUND EL 724.3

WPI NF

(21)

(5)

(1)21

(16)

(4)13

(2)

(2)15

(4)

(5)

(4)22

(7)18

700.5 FT

W.L. 8/31/15

PIEZOMETER SET TO 23.5'

CR-15-03

31 AUG 15

N 3457990 E 5420796

GROUND EL 724

CR-18-16

N 3457997 E 5420786

CR-19-61

23 JUL 1907 FEB 19

WPI

NF #200

SPT = 50/1"

NF #200

(12)

(7)

(3)

(5)

(17)

(7)

(30)

(19)

(15)

(19)

(29)

(20)

(44)

(32)

(48)

27 13

(21)

(13)

(4)

(3)

BORING TERMINATED

SAND (FILL)

GRAVELLY SAND (GP)

POORLY GRADED SAND WITH SILT (SP-SM)

COARSE GRAVEL LAYER @ 10-11 FEET

COARSE SAND AND GRAVEL LAYER

@ 30 FEET

W.L. 7/23/19

SPT SAMPLER REFUSAL @ 77.6 FEET

#200

N 3458108 E 5420539

07 FEB 19

CR-18-16A

(5)

(9)

(11)

(24)

(35)

(32)

(17)

SPT = 50/0"

SPT REFUSAL

(23)

(4)

(3)

(7)

(10)

(9)

(11)

W.L. 2/07/19

SEE SHEET B-101 FOR LOCATION OF BORINGS

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

B-501

C E

D R

P D

V O

B -5

G L

R O

B E

R G

S P

E R

C A

S S I, B

E R

M S

E L

B E

R G

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2E K

-2 2-

B -0

M W

P P

P P P

G G

P P P

C C

C B

SEE NOTE 5

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

C E

D R

P D

M O

R G

A N M

A Y

X X

X X -X

X -X -X

X X

W E

K -2

-B -0

R O

C K I S

L A

N D D

T R

O C

K I S

L A

N D D

E N

A M

P R

O J E

C T C

O D

C E

D A

R R

A P

F L

O O

D R

K M

A N

A G

E M

E N

T P

R O J E

C T

A R

E R B

A S

E D

A R R

A C

H C

R A

N D

R O

A D R

O L L E

R G

A T

F E

B U

A R

SOLICITATION

CEDAR RIVER

EXISTING BRIDGE

FLOW

CENTERLINE

REACH 3 LEVEE

WORK LIMITS

CONSTRUCTION

PUMP STATION

10 AVE. SE

EXISTING

2ND STREET SE

CZECH

DELI

STAGING AREA

EXISTING TRAIL

EXISTING RETAINING WALL

EXISTING TRAIL

EXISTING BRIDGE ABUTMENT

BASELINE

FLOODWALL

GATE, SEE SHEET C-104

FENCE WITH SLIDING

INSTALL CHAIN LINK

EXCAVATION

LIMITS OF WALL

C R

A N

R O

A D

CRANDIC TRACK

CL EXISTING

SEE SHEET C-301

TRAIL SUBGRADE,

PEDESTRIAN

CONSTRUCT

WORK LIMITS

CONSTRUCTION

WORK LIMITS

CONSTRUCTION

STORM SEWER

EXISTING 36"

TO REMAIN

ELECTRIC CONDUITS

RELOCATED UNDERGROUND

WATER LINE

ABANDONED

SEE SHEET C-109

STORM SEWER

INSTALL 24" HDPE

SANITARY SEWER

ABANDONED

GAS LINE

ABANDONED

SEE SHEET C-108

PARKING LOT

RECONSTRUCT

AND PLUG WATER LINE IF NECESSARY

SEWER INSTALLATION, REMOVE

WATER LINE PRIOR TO STORM

TEST PIT EXISTING ABANDONED

SEE SHEET C-108

PARKING LOT

RECONSTRUCT

H A

V E

N U

E S

FENCE TO REMAIN

EXISTING CHAIN LINK

SEE SHEETS C-103 & C-104

GATE AND FLOODWALL

CONSTRUCT CLOSURE

SEE NOTE 1

BARRICADES

PROVIDE

C-302 & C-303

SEE SHEETS

LEVEE TIE IN

CONSTRUCT

ELECTRIC LINE

ABANDONED

ELECTRIC LINE

ABANDONED

SEE SHEET C-108

OPERATION PAD

CONSTRUCT GATE

EXISTING LEVEE

"VOL 303"

SEE VOLUME NUMBER

"VOL 301"

SEE VOLUME NUMBER

'VOL 280'

SEE VOLUME NUMBER

FLOODWALL BASELINE,

SEE SHEET C-108

BARRIER RAIL

TEMPORARY

SEE SHEET C-108

BARRIER RAIL

TEMPORARY

SEE SHEET S-507

UTILITY CABINET,

SEE SHEET C-104

AND HAND HOLES (TYP),

COMMUNICATION CONDUIT

C-101

C E

D R

P D

V O

C -1

G N

S P

E R

C A

S S I, B

SITE PLAN

NORTH

PLAN

U E N

E P

L A

SCALE: 1" = 30' 30' 60'0

R O

B E

R G

D E

T R

B E

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LEGEND:

STORM SEWER

STAGING AREA

PROJECT WORK LIMIT

GENERAL SHEET NOTES

FOR FLOODWALL BASELINE STATIONING SEE SHEET C-103 AND C-104.6.

TRACKS.

NO STORAGE OF MATERIALS WITHIN 25 FEET FROM CENTERLINE OF RAILROAD 5.

FOR SHARED USE BY THE PUBLIC AND THE CONTRACTOR'S.

TO INITIATING ANY WORK. ALL ENTRANCES TO/FROM 2nd STREET SHALL ALLOW

THE CONTRACTOR MUST SUBMIT FOR APPROVAL A TRAFFIC CONTROL PLAN PRIOR4.

CHAIN LINK FENCING.

CONTRACTING OFFICER. STAGING AREAS SHALL BE SECURED WITH PORTABLE

STAGING AREAS ARE IDENTIFIED OR AS OTHERWISE DIRECTED BY THE 3.

FEATURES UNDER CONSTRUCTION.

PROVIDED ALONG THE EXISTING TRAIL AND AROUND THE PERIMETER OF

ORANGE CONSTRUCTION FENCE (CLASS II PERIMETER PROTECTION) SHALL BE 2.

ACROSS THE RAILROAD TRACKS.

WITH SUDAS STANDARD INDEX 8030.116 TO PREVENT THROUGH TRAFFIC FROM

PROVIDE BARRICADES ACROSS PARKING LOT ACCESS ROAD IN ACCORDANCE 1.

2E K

-2 2-

B -0

12" RC

P STR

UCTUR

E LOC

ATION

FROM

AS BU

ILT ON

M W

P P

P P P

P P

P P P

G G

P P P

C B

M W

P P

P P P

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

C E

D R

P D

M O

R G

A N M

A Y

X X

X X -X

X -X -X

X X

W E

K -2

-B -0

R O

C K I S

L A

N D D

T R

O C

K I S

L A

N D D

E N

A M

P R

O J E

C T C

O D

C E

D A

R R

A P

F L

O O

D R

K M

A N

A G

E M

E N

T P

R O J E

C T

A R

E R B

A S

E D

A R R

A C

H C

R A

N D

R O

A D R

O L L E

R G

A T

F E

B U

A R

SOLICITATION

CEDAR RIVER

EXISTING BRIDGE

TRACK

CL EXISTING

CENTERLINE

REACH 3 LEVEE

FLOW

RELOCATED BY OTHERS

UTILITY LINES TO BE

UNDERGROUND ELECTRIC

RELOCATED BY OTHERS

UTILITY LINES TO BE

UNDERGROUND ELECTRIC

N 3458021.70

E 5421020.14

STAGING AREA

C R

A N

R O

A D

WATER LINE

DOMESTIC

ABANDONED

CZECH

DELI

H A

V E S

TO REMAIN

LIGHT POLE

PUMP STATION

10TH AVE.

EXISTING

WORK LIMIT

CONSTRUCTION

TRAIL

EXISTING

AREA (TYP.)

WITHIN DEMOLITION

REMOVE SIGNS

SEE NOTE 2

LIGHT POLE

REMOVE

SEE NOTE 2

REMOVE LIGHT POLE

BETWEEN LIGHT POLES

REMOVE ELECTRIC LINE

TO REMAIN

CATCH BASIN

TO REMAIN

UTILITY POLE

EXISTING

2ND STREET SE

N 3457969.23

E 5420708.77

N 3457957.86

E 5420763.63

N 3457905.00

E 5420805.10

N 3457952.52

E 5420875.76

N 3458077.36

E 5421031.94

N 3458028.32

E 5420632.20

N 3458014.79

E 5420614.80

N 3458105.48

E 5420540.45

N 3458014.13

E 5420732.18

N 3458074.59

E 5420820.59

N 3458309.42

E 5420819.63 N 3458321.11

E 5420810.24

N 3458409.32

E 5420944.62

N 3458382.03

E 5420966.53

N 3458288.39

E 5421041.75

N 3458223.77

E 5421093.64

N 3458164.64

E 5421141.13

N 3458306.82

E 5420872.45

N 3458212.98

E 5420947.86

N 3458136.19

E 5420984.70

GAS LINE

ABANDONED

GAS LINE

ABANDONED

REMOVE CATCH BASIN

N 3458021.05

E 5421004.42

N 3458157.64

E 5420967.48

PROPOSED MANHOLE

STORM SEWER PIPE TO

REMOVE 175' OF 24"

WORK LIMIT

CONSTRUCTION

STORM SEWER

EXISTING 36"

GAS LINE

OF ABANDONED

REMOVE 150'

SEE NOTE 7

SANITARY SEWER

ABANDONED

IN CONJUCTION WITH COR

TO NOTICE TO PROCEED

WORK AREAS PRIOR

RAPIDS TO DELINEATE

CITY OF CEDAR

STORM SEWER

REMOVE 150' OF 30"

SEE NOTES 1 & 8

REMOVAL LIMITS

PAVEMENT

REMAIN (TYP)

TREES TO

SIDE OF STRUCTURE

FENCE TO NEAREST POST EACH

DOWNSTREAM OF CHAIN LINK

(TYP)

REMAIN

TREE TO

N 3458020.75

E 5420935.90N 3458058.72

E 5420905.64

N 3457968.75

E 5420793.43

N 3457976.52

E 5420787.11

N 3458015.41

E 5420790.01

AND BALLAST

OF TRACK, TIES

REPLACEMENT

REMOVAL AND

SEE CS SHEETS FOR

N 3458264.66

E 5421060.80

RELOCATED BY OTHERS

UTILITY LINES TO BE

UNDERGROUND ELECTRIC

ELECTRIC LINE

ABANDONED

ELECTRIC LINE

ABANDONED

LEVEE

EXISTING

'V0L 301'

SEE VOLUME NUMBER

'VOL 303'

SEE VOLUME NUMBER

N 3458245.20

E 5421076.41

N 3458145.10

E 5420951.89 N 3458165.52

E 5420935.50

N 3458177.93

E 5420951.18

N 3458025.56

E 5420941.89

(TYP.) SEE NOTE 3

GRUB TREE STUMP

TO REMAIN

ELECTRIC CONDUITS

UNDERGROUND

RELOCATED

OTHERS, SEE NOTE 9

TO BE RELOCATED BY

TELEPHONE LINE

COMMUNICATION/

UNDERGROUND

C-102

C E

D R

P D

V O

C -1

G N

S P

E R

C A

S S I, B

PLAN

SCALE: 1" = 30'

M O

N P

L A

DEMOLITION PLAN

30' 60'0

R O

B E

R G

D E

T R

B E

LEGEND:

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PROPOSED LINE WORK

PROJECT WORK LIMITS

STAGING AREA

PAVEMENT REMOVAL AREA

OFFICER.

UTILITY CABINET WITH CITY, UTILITY COMPANY, AND THE CONTRACTING

COORDINATE COMMUNICATION, RELOCATION WITHIN PROJECT AREA AND IN 9.

RECONSTRUCTION.

REFER TO SHEET C-108 FOR LIMITS OF PROPOSED PARKING LOT 8.

REMOVE AND PLUG WATER LINE IF IN CONFLICT WITH STORM SEWER. 7.

CONCRETE (LENGTH = TWO TIMES PIPE DIAMETER TO REMOVAL LIMITS).

ALL EXISTING ABANDONED UTILITIES TO BE REMOVED SHALL BE PLUGGED WITH6.

BE PIPE DIAMETER TIMES 1.5 MINIMUM.

INDICATED AND PLUG WITH NON SHRINK GROUT OR SEVER. PLUG LENGTH SHALL

FROM THE LEVEE/CLOSURE STRUCTURE TO EITHER SIDE, UNLESS OTHERWISE

REMOVE ABANDONED UTILITIES WITHIN THE LEVEE FOOTPRINT PLUS 25 FEET5.

TO REMAIN.

CONTRACTOR SHALL PROTECT ALL CONCRETE PAVEMENT, CURB AND GUTTER 4.

APPROVAL PRIOR TO GRUBBING OPERATIONS.

MARK THE TREE STUMPS TO BE REMOVED FOR THE CONTRACTING OFFICER'S

CONTRACTOR TO GRUB STUMPS ONLY. THE CONTRACTOR SHALL FLAG OR

THE TREES IDENTIFIED FOR DEMO HAVE BEEN FELLED BY THE CITY. THE 3.

UNDERGROUND CONDUCTORS AND OVERHEAD CONDUCTORS.

FOUNDATIONS, UNDERGROUND CONDUITS, EXPOSED CONDUITS,

ACCORDANCE WITH SPECIFICATION SECTION 02 41 00. DISPOSE OF CONCRETE

AND BASE SHALL REMAIN THE PROPERTY OF THE CITY AND BE SALVAGED IN

LIGHT POLE ASSEMBLIES TO INCLUDE LIGHT FIXTURE, MOUNTING ARMS, POLE 2.

JOINT.

PARKING LOT REMOVAL SHALL FOLLOW THE LONGITUDINAL CONSTRUCTION

INTERIOR MEDIANS WITHIN THE PAVEMENT REMOVAL LIMITS IDENTIFIED.

REMOVE ALL CONCRETE PAVEMENT, CURBS, SLABS, SUBBASE/GRAVEL AND 1.

2E K

-2 2-

B -0

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

C E

D R

P D

M O

R G

A N M

A Y

X X

X X -X

X -X -X

X X

W E

K -2

-B -0

R O

C K I S

L A

N D D

T R

O C

K I S

L A

N D D

E N

A M

P R

O J E

C T C

O D

C E

D A

R R

A P

F L

O O

D R

K M

A N

A G

E M

E N

T P

R O J E

C T

A R

E R B

A S

E D

A R R

A C

H C

R A

N D

R O

A D R

O L L E

R G

A T

F E

B U

A R

C-103

C E

D R

P D

V O

C -1

G N

P L

A N A

N D P

R O

E O

S P

E R

C A

S S I, B

R O

B E

R G

M .S

E L

B E

R G

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...\6.0_CAD_BIM\6.2_WIP\ProjectData\CAD_BIM\_Sheets\B5CEDRPD1809_VOL302_C-103

'THIS SHEET INTENTIONALLY LEFT BLANK'

2E K

-2 2-

B -0

5'-4" 9'-2" 21'-6" 9'-2" 5'-4"

MIN.

3'-0"

12'-6"9'-0"

MIN

9'-0"

TRENCH

INSPECTION

20'-1 7/8 "

LIMIT OF RIPRAP

12'-6"

MONOLITH M3004

41'-6"

FLOODGATE MONOLITH M3003

50'-6"

FLOODGATE STORAGE MONOLITH M3002

50'-6"

5'-4"9'-2" 21'-6" 9'-2"

20'-1 7/8 "

MONOLITH M3004

41'-6"

FLOODGATE MONOLITH M3003

50'-6"

FLOODGATE STORAGE MONOLITH M3002

50'-6"

5'-4"

19'-1 3/4"

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

C E

D R

P D

M O

R G

A N M

A Y

X X

X X -X

X -X -X

X X

W E

K -2

-B -0

R O

C K I S

L A

N D D

T R

O C

K I S

L A

N D D

E N

A M

P R

O J E

C T C

O D

C E

D A

R R

A P

F L

O O

D R

K M

A N

A G

E M

E N

T P

R O J E

C T

A R

E R B

A S

E D

A R R

A C

H C

R A

N D

R O

A D R

O L L E

R G

A T

F E

B U

A R

SOLICITATION

BOTTOM OF SHEETING

EL. 670.40

CL TRACK

TRAIL

FUTURE

ABUTMENT NO. 1

FLOODWALL

ABUTMENT NO. 2

FLOODWALL

TOP OF ABUTMENT

EL. 738.80

TOP OF ABUTMENT

EL. 738.80

EL. 735.30

TOP OF FLOODWALL

EL. 735.40

TOP OF LEVEETOP OF

FLOODWALL

EL. 735.30

EL. 735.15

TOP OF SHEETING 1

BOTTOM OF FOOTING

EL. 720.40

EXISTING GRADE

APPROXIMATE

EL. 721.0

EL. 701.0

(BOTH SIDES OF LEVEE)

SLIDE GATE

WITH CANTILEVER

CHAIN LINK FENCE

SLIDE GATE

WITH CANTILEVER

CHAIN LINK FENCE

SEE SHEET E-101

WARNING BEACON,

S T

A .3

S T

A .8

S T

A .3

S T

A .8

EL. 734.90

TOP OF RIPRAP

(SEE NOTE 4)

EL. 726.40

TOP OF SILL

SLOPE (SEE SHEET C-303)

BENCH EXISTING LEVEE

SITE PLAN ON SHEET C-101)

LINES NOT SHOWN, SEE

(UNDERGROUND ELECTRIC

LEVEE AT UTILITY

TOP OF EXIST.

PAD EL. 726.40

TOP OF GATE OPERATION

PAD EL. 726.40

OPERATION

TOP OF GATE

SHEET PILING

EXISTING

SHEET PILING

EXISTING

'VOL 303'

SEE VOLUME NUMBER

EXISTING LEVEE

APPROX.

TOP EL. 736.30

SEE SHEET S-507

UTILITY CABINET,

S T

A .3

S T

A .8

S T

A .3

S T

A .8

PROTECTED SIDE

FLOOD SIDE

' R

PC STA. 304+08.00

N. 3457966.74 E. 5420821.69

CL PEDESTRIAN TRAIL

PI STA. 303+10.34

S T

LIMIT OF SHEET PILING

PI STA. 304+27.13

N. 3457951.15 E. 5420832.78

S T

BASELINE

FLOODWALL

CL CRANDIC TRACK

BASELINE

FLOODWALL

RIPRAP

LIMIT OF

TO ABUTMENT

POST INSTALLED TIGHT

CHAIN LINK FENCE, SEE SHEET C-502

E 5420808.98

N 3458035.29

E 5420811.83

N 3458067.03

E 5420746.79

N 3458023.97

E 5420744.05

N 3457992.09

CHAIN LINK FENCE, SEE SHEET C-502

TO REMAIN (TYP.)

EXISTING FENCE

TO FLOOD GATE LATCH IN ABUTMENT

NECESSARY TO LATCH AND PAD LOCK

INSTALL LATCHING MECHANISM AS

AND PADLOCK

GATE LATCH

CHAIN LINK FENCE, SEE SHEET C-502

20' CLEAR GATE OPENING, SEE SHEET C-502

BLACK VINYL CANITLEVER SLIDE GATE FOR

10' CLEAR GATE OPENING, SEE SHEET C-502

BLACK VINYL CANTILEVER SLIDE GATE FOR

SEE SHEET E-101

2NPS ELECTRICAL CONDUIT,

SEE SHEET E-101

WARNING BEACON,

(NEAREST POST) (TYP.)

MATCH EXISTING

DIM ALONG CL

SHEET PILE

WINCH PEDESTAL

FLOODWALL BASELINE

INTERSECTION WITH CL RAILROAD

PI STA. 303+31.84 (SEE NOTE 2)

N. 3458030.07 E. 5420779.39

(SEE NOTE 3)

(SEE SHEET C-108)

GATE OPERATION PAD

(SEE SHEET C-108)

GATE OPERATION PAD

'VOL 303'

NUMBER

SEE VOLUME

LEVEE

EXISTING

SHEET PILE

LEVEE TOE

EXISTING

CENTERLINE

LEVEE

REACH 3

'VOL 303'

NUMBER

SEE VOLUME

'VOL 280'

NUMBER

SEE VOLUME

SEE SHEET E-101

ELECTRICAL EQUIPMENT

N .9

E .0

SEE SHEET S507

UTILITY CABINET,

SEE SHEET E-502, DETAIL B4

HANDHOLE #2, 24" x 36"

COMMUNICATIONS

SEE SHEET E-502, DETAIL D3

ORANGE SDR 13.5,

2" PVC CONDUITS,

SEE SHEET E-502, DETAIL B2

HANDHOLE #1, 24" x 36"

COMMUNICATIONS

(SEE SHEET C-108)

FUTURE CONTRACT

BY OTHERS IN

GATE OPERATION PAD

FUTURE CONTRACT

BY OTHERS IN

WINCH PEDESTAL

C-104

C E

D R

P D

V O

C -1

G N

P L

A N A

N D P

R O

E O

S P

E R

C A

S S I, B

PROFILE

PLAN

NORTH

PLAN

U E N

SCALE: 1" = 10'

SCALE: 1" = 10' 10' 20'0

10' 20'0

R O

B E

R G

M S

E L

B E

R G

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...\6.0_CAD_BIM\6.2_WIP\ProjectData\CAD_BIM\_Sheets\B5CEDRPD1809_VOL302_C-104

OFFICER PRIOR TO COMMENCING WORK.

AND/OR SILL ELEVATIONS SHALL BE APPROVED BY THE CONTRACTING

DRAWING SUBMITTALS. ALL ADJUSTMENTS TO THE MONOLITH LOCATIONS

INCLUDED IN THE PRELIMINARY SURVEY SUBMITTAL AND SUBSEQUENT SHOP

MONOLITH LOCATIONS AND/OR SILL ELEVATIONS AND GATE HEIGHT SHALL BE

THE RESULTS OF THE PRELIMINARY SURVEY AND ANY ADJUSTMENTS TO THE5.

SHALL BE ADJUSTED TO MAINTAIN TOP OF FLOODGATE AT EL. 735.30.

ADJUSTED TOP OF THE SILL ELEVATION AND THE HEIGHT OF THE FLOODGATE

SHOWN, THE SILL HEIGHT SHALL BE ADJUSTED TO ACCOMMODATE THE

CONTRACTOR'S SURVEY VARIES MORE THAN -0.01, +0.0 FEET FROM EL 726.40

THE FLOOD SIDE OF THE SILL. IF THE TOP OF SILL ELEVATION BASED ON THE

THE CONTRACTOR SHALL ESTABLISH THE EXISTING TOP OF RAIL ELEVATION AT4.

ADJUSTMENT IN THE LOCATION OF MONOLITHS M3002, M3003 AND M3004.

END OF MONOLITH M3004 TO THE PC AT STA. 304+08.00 TO ACCOMMODATE ANY

FACE OF THE 5'-4" WIDE ABUTMENT. MODIFY THE 20'-1 7/8" DIMENSION FROM THE

BASELINE TO MAINTAIN THE 9'-2" DIMENSION FROM CENTERLINE OF TRACK TO

SHOWN, MONOLITHS M3002, M3003 AND M3004 SHALL BE SHIFTED ALONG THE

IF THE EQUALITY STATION ESTABLISHED IN THE FIELD IS DIFFERENT THAN 3.

LOCATION SHOWN.

AT THE INTERSECTION WITH THE FLOODWALL BASELINE AND VERIFY THE

THE CONTRACTOR SHALL ESTABLISH THE CENTERLINE OF THE CRANDIC TRACK 2.

NECESSARY, IN ACCORDANCE WITH NOTES 2 TO 5 BELOW.

ELEVATION OF THE CRANDIC TRACK AND ADJUSTMENT OF THE GEOMETRY, IF

PRELIMINARY SURVEY SHALL INCLUDE VERIFICATION OF THE LOCATION AND

PRELIMINARY SURVEY IN ACCORDANCE WITH SPECIFICATION 02 21 00. THE

THE CONTRACTOR'S PRECONSTRUCTION SUBMITTALS SHALL INCLUDE A 1.

2E K

-2 2-

B -0

M W

P P P

G G

P P P

C B

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

C E

D R

P D

M O

R G

A N M

A Y

X X

X X -X

X -X -X

X X

W E

K -2

-B -0

R O

C K I S

L A

N D D

T R

O C

K I S

L A

N D D

E N

A M

P R

O J E

C T C

O D

C E

D A

R R

A P

F L

O O

D R

K M

A N

A G

E M

E N

T P

R O J E

C T

A R

E R B

A S

E D

A R R

A C

H C

R A

N D

R O

A D R

O L L E

R G

A T

F E

B U

A R

SOLICITATION

EXISTING BRIDGE

CENTERLINE

REACH 3 LEVEE

H A

V E S

C R

A N

R O

A D

BRIDGE ABUTMENT

EXISTING

CEDAR RIVER

BASELINE

FLOODWALL

GATE, SEE SHEET C-104

FENCE WITH SLIDING

INSTALL CHAIN LINK

SEE SHEET C-301

TRAIL SUBGRADE,

CONSTRUCT PEDESTRIAN

PUMP STATION

10 AVE. SE

EXISTING

EXISTING TRAIL

FLOW

EXISTING TRAIL

TRACK

CL EXISTING

2ND STREET SE

DRAIN (TYP.)

GRADE TO

& C-303

SEE SHEET C-302

LEVEE TIE IN

CONSTRUCT

STAGING AREA

STORM SEWER

EXISTING 36"

WORK LIMITS

CONSTRUCTION

TO DRAIN (TYP.)

GRADE PAVEMENT

DRAIN (TYP.)

GRADE TO

SEE SHEETS C-103 & C-104

GATE AND FLOODWALL

CONSTRUCT CLOSURE

DRAIN (TYP.)

GRADE TO

EXISTING LEVEE

'VOL 301'

SEE VOLUME NUMBER

'VOL 303'

SEE VOLUME NUMBER

RETAINING WALL

EXISTING

C-105

C E

D R

P D

V O

C -1

G N

S P

E R

C A

S S I, B

PLAN

SCALE: 1" = 30'

A D

G P

L A

GRADING PLAN

30' 60'0

R O

B E

R G

D E

T R

B E

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...\6.0_CAD_BIM\6.2_WIP\ProjectData\CAD_BIM\_Sheets\B5CEDRPD1809_VOL302_C-105

LEGEND:

STORM SEWER

STAGING AREA

PROJECT WORK LIMIT

GENERAL SHEET NOTES

FOR FLOODWALL BASELINE STATIONING SEE SHEET C-103 AND C-104.2.

CONTRACTING OFFICER.

DRAIN TO EXISTING/PROPOSED STORM DRAIN SYSTEMS, AS ORDERED BY

ALL SURFACES DISTURBED BY CONSTRUCTION SHALL BE GRADED TO POSITIVELY 1.

2E K

-2 2-

B -0

1'-6"18'-0"3'-0"

7'-6"

1'-6"

3 1/2 "

15'-0"

18'-0"

7'-6" 3 1/2 "

4" STABILIZATION SLAB

EXISTING GRADE

APPROXIMATE726.40

SILL EL.

EL. 720.07

TOP OF FOOTING

EL. 723.40

FUTURE TOP OF TRAIL EL. 726.18

1.5

FINE AGGREGATE

IOWA DOT #1

(6" MIN. AROUND PIPE)

COARSE AGGREGATE

IOWA DOT #5

TRAIL EL. 726.40

FUTURE TOP OF

OF FOOTING

SLAB AFTER CONSTRUCTION

REMOVE STABILIZATION

(TYP)

HP14 BATTERED PILE

1'-0"

FLOODWALL BASELINE CL SHEET PILE

FLOOD SIDEPROTECTED SIDE

SEE SHEET C-109

8" PERFORATED PVC PIPE,

BACKFILL (TYP)

COMPACTED STRUCTURAL

(COMPACTED TO 95%)

LEVEE EMBANKMENT

1'-0" THICK LAYER OF

BACKFILL

STRUCTURAL

COMPACTED

2% SLOPE & VARIES

GATE OPERATION PAD,

SEE SHEET C-108

SLOPE 2% DOWN AWAY FROM SILL

BACKFILL TO TRAIL SUBGRADE

1'-0"

GATE OPERATION PAD

SLOPE 2% DOWN AWAY FROM

BACKFILL TO TRAIL SUBGRADE

EL. 726.48

SHEET PILE

SEE SHEET E-101

3/4NPS ELECTRICAL CONDUIT,

TOP OF FOOTING

EL. 723.40

EL. 720.07

SILL EL. 726.40

TOP OF PRECAST CONCRETE

4" STABILIZATION SLAB

BALLAST

6" SUBBALLAST

OF FOOTING

SLAB AFTER CONSTRUCTION

REMOVE STABILIZATION

(6" MIN. AROUND PIPE)

COARSE AGGREGATE

IOWA DOT #5

FINE AGGREGATE

IOWA DOT #1

PROTECTED SIDE FLOOD SIDE

SEE CS SHEETS

TRACK WINDOWS UTILIZING JUMP SPAN

CONSTRUCT FOOTING DURING SHORT TERM

FLOODWALL BASELINE CL SHEET PILE

SEE SHEET C-109

METAL PIPE, ALUMINIZED COATED

8" CORRUGATED PERFORATED

(TYP)

HP14 PILE

BACKFILL (TYP)

COMPACTED STRUCTURAL

RAIL GRADE

EXISTING RAIL

TO REMAIN

JUMP SPAN PILES

TO REMAIN

JUMP SPAN PILES

SHEET PILE

SEE SHEET E-101

3/4NPS ELECTRICAL CONDUIT,

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

C E

D R

P D

M O

R G

A N M

A Y

X X

X X -X

X -X -X

X X

W E

K -2

-B -0

R O

C K I S

L A

N D D

T R

O C

K I S

L A

N D D

E N

A M

P R

O J E

C T C

O D

C E

D A

R R

A P

F L

O O

D R

K M

A N

A G

E M

E N

T P

R O J E

C T

A R

E R B

A S

E D

A R R

A C

H C

R A

N D

R O

A D R

O L L E

R G

A T

F E

B U

A R

C-106

C E

D R

P D

V O

C -1

E R

C A

S S I, B

SECTION THRU SILL AT TRAIL

SCALE: 1/2" = 1' 0 2' 4'1'

SECTION THRU SILL AT RAILROAD

SCALE: 1/2" = 1' 0 2' 4'1'

R O

B E

R G

M S

E L

B E

R G

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G R

A D

G S

E C

N S O

2E K

-2 2-

B -0

3 1/2 "7'-6"

(T Y

1'-6"

3 1/2 "7'-6"

FLOODWALL BASELINE

OF…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Feb 22, 2022.