A22_Plan_Sets.pdf

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SITE 11

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G-001

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

UPSTREAM MOORING CELL

DUBUQUE, IA

LOCK AND DAM 11

MISSISSIPPI RIVER BASIN

W912EK24B0018

JULY 2024

ROCK ISLAND DISTRICT

of Engineers

US Army Corps

DETAIL - LIGHT STAND AND SOLAR LIGHTS-513

DETAIL - KEVEL AND CHECKPOSTS-512

DETAIL - WELDED PLATES-510

DETAIL - WELDED PLATES-501

SECTION - ARMORED CHECKPOSTS-303

SECTION - MOORING CELL ARMORS-302

SECTION - MOORING CELLS-301

ELEVATION - MOORING CELLS-201

PLAN - MOORING CELLS-101

GENERAL NOTES STRUCTURALS-001

POOL DURATION CURVESVH602

DAILY POOL ELEVATION HYDROGRAPHSVH601

STAGING AND FLEETING PLANC-103

SCOUR PROTECTION PLANC-102

CIVIL SITE PLANC-101

BORING LOGSB-601

BORING LOCATIONSB-101

ENLARGED SURVEY CONTROL PLANV-401

SURVEY CONTROL PLANV-101

PLAN SET LAYOUT AND SHEET TYPE DESIGNATORSG-003

GENERAL ABBREVATIONSG-002

COVER SHEETG-001

IOWA.

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF

PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED

DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT

I HEREBY CERTIFY THAT REVISION 0 TO THIS ENGINEERING

IOWA.

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF

PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED

DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT

I HEREBY CERTIFY THAT REVISION 0 TO THIS ENGINEERING

APPROVAL RECOMMENDED BY:

DATE

DATE

DATE

DATE

DATE

GEOTECHNICAL BRANCHCHIEF,

DESIGN BRANCHCHIEF,

TECHNICAL SERVICES BRANCHCHIEF,

ENGINEERING & CONSTRUCTION DIVISIONCHIEF,

HYDROLOGY & HYDRAULICS BRANCHCHIEF,

OF ALL DRAWINGS IN THIS SET.

SIGNATURES INDICATE OFFICIAL RECOMMENDATION

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

DOCUMENTS WITHIN THE SCOPE OF THEIR

ISLAND DISTRICT APPEAR ON THESE PROJECT

DESIGNATIONS OF INDIVIDUALS WITHIN THE ROCK

INITIALS OR SIGNATURES AND REGISTRATION

ROCK ISLAND DISTRICT CORPS OF ENGINEERS. THE

THIS PROJECT WAS DESIGNED BY STANTEC FOR THE

IOWA.

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF

PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED

DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT

I HEREBY CERTIFY THAT REVISION 0 TO THIS ENGINEERING

IOWA.

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF

PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED

DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT

I HEREBY CERTIFY THAT REVISION 0 TO THIS ENGINEERING

07/19/2024ROBERT W. WELSCH

PAGES OR SHEETS COVERED BY THIS SEAL:

G-001 THRU V-401 AND C-101 THRU VH602

PAUL T. EICKENBERG 07/19/2024

PAGES OR SHEETS COVERED BY THIS SEAL:

B-101 AND B-601

BARRY D. FEHL 07/19/2024

PAGES OR SHEETS COVERED BY THIS SEAL:

S-001 THRU S-513

DANIEL W. KOSS 07/19/2024

PAGES OR SHEETS COVERED BY THIS SEAL:

S-201 AND S-513

MISSOURI.

MISSOURI.

MISSOURI.

MINNESOTA.

7/19/2024

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®of Engineers

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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

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

COURSE(S)CRS

CROSS GRAINCRG

CORROSIVE RESISTANT STEELCRES

CIRCUMFERENCECRCMF

CARPETCPT

COMPRESSIBLECPRS

COVERCOV

CORRIDORCORR

LAG BOLTLB

LAVATORYLAV

LAUNDRYLAU

LEAVING AIR TEMPERATURELAT

LAMINATELAM

LADDERLAD

LABORATORYLAB

KEYWAYKWY

KILOWATTkW

KILOVOLT AMPERES REACTIVEkVAR

KILOVOLT AMPERESkVA

KILOVOLTSkV

KILOMETERkm

KICKPLATEKPL

KNOCKOUT PANELKOP

KITCHENKIT

KILOPOUND (1000 POUNDS)KIP

JOINTJT

JOISTJST

JUNCTIONJCT

JUNCTION BOXJ-BOX

JANITOR’S CLOSETJAN CLO

INSIDE PIPE SIZEI.P.S.

IRON PIPE SIZEIPS

IRON PIPEIP

INVERTINV

INTERMEDIATEINTM

INTERIORINT

INSULATIONINSUL

INSULATING FILLINSF

INCLUDEDINCL

INCINERATORINCIN

INCHIN

INTERLOCKILK

ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICAIESNA

INSIDE DIAMETERID

INTERCOMIC

HERTZHz

HYDRAULICHYDR

HEATING, VENTILATING AND AIR CONDITIONINGHVAC

HEATERHTR

HEATINGHTG

HEIGHTHT

HOUSEKEEPINGHSKPG

HIGH-STRENGTH GYPSUM PLASTERHSGYP

HIGH STRENGTHHS

HOURHR

HIGH POINTHPT

HORSEPOWERHP

HIGH PRESSUREHP

HORIZONTALHORIZ

HANDRAILHNDRL

HOLLOW METALHM

HOOK(S)HK

HANDHOLEHH

HEXAGONHEX

HIGH EARLY-STRENGTH CEMENTHES

HARDWOODHDWD

HARDWAREHDW

HEADERHDR

HEAD JOINTHD JT

HARDBOARDHDBD

HEAVY DUTYHD

HEADHD

HANDICAPPEDHCP

HALON CONTAINMENT DAMPERHCD

HOLLOW COREHC

HOSE BIBBHB

GYPSUM PLASTERGYP PLAS

GYPSUM BOARDGYP BD

GYPSUMGYP

GLAZED WALL TILEGWT

GROUTGT

GLAZED STRUCTURAL UNITSGSU

GLAZED STRUCTURAL TILEGST

GRATINGGRTG

GRADE LINEGR LN

GRANITEGRAN

GYPSUM TILEGPT

GALLONS PER MINUTEGPM

GOVERNMENTGOVT

GROUNDG

GLAZED CONCRETE MASONRY UNITSGLZ CMU

GLAZINGGLZ

GLASS FIBERGLF

GLASS BLOCKGL BLK

GLASSGL

GASKET(ED)GKT

GALVANIZED IRON PIPEGIP

GALVANIZED IRONGI

GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLEDGFE/CI

GOVERNMENT-FURNISHED EQUIPMENTGFE

GROUND FAULT CIRCUIT INTERRUPTERGFCI

GROUND FACEGF

GENERALGEN

GENERAL CONTRACTORGC

GRAB BARGB

GALVANIZED STEELGALV STL

GALVANIZEDGALV

GALLON(S)GAL

GAGEGA

NATURAL GASG

FABRIC WALL COVERINGFWC

FIRE WATERFW

FUTUREFUT

FURRINGFURG

FOOTINGFTG

FEETFT

FASTEN(ER)FSTNR

FULL SIZEFS

FIRE-RETARDANTFRT

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

PERFORATE(D)PERF

PEDESTALPED

PAVEMENT DRAINPD

CEMENT PLASTER (PORTLAND)PCP

POUNDS PER CUBIC FOOTPCF

PRECAST CONCRETEPCC

PIECEPC

PUSH BUTTON STATIONPBS

PARTICLE BOARDPBD

PANIC BARPB

PARALLELPAR

PUBLIC ADDRESSPA

POLEP

OBSCURE WIRED GLASSOWGL

OUTSIDE SCREW AND YOKEOS & Y

OPERATIONSOPS

OPAQUEOPQ

OPPOSITEOPP

OPENINGOPNG

OPPOSITE HANDOPH

OVALHEAD WOOD SCREWOHWS

OVALHEAD MACHINE SCREWOHMS

OVERHEADOH

OBSCURE GLASSOGL

OFFICEOFC

OUTSIDE DIAMETEROD

ON CENTER EACH WAYOCEW

ON CENTEROC

OBSERVATION WINDOWOBW

OBSCUREOBSC

OUTSIDE AIROA

NOT TO SCALENTS

NOT REQUIREDN’’REQD

NOISE REDUCTION COEFFICIENTNRC

NOISE REDUCTIONNR

NOMINALNOM

NUMBERNO

NORMALLY OPENNO

NONMETALLICNM

NEOPRENE LATEXN.L.

NAILABLENL

NOT IN CONTRACTNIC

NICKELNi

NATIONAL FIRE PROTECTION ASSOCIATIONNFPA

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNEMA

NATIONAL ELECTRICAL CODENEC

NORMALLY CLOSEDNC

NATURALNAT

NORTHN

MULLIONMULL

MOVABLEMVBL

METALMTL

METAL FURRINGMTFR

MOUNTEDMTD

MOUNTMT

METAL THRESHOLDMT

MACHINE SCREWSMS

METAL ROOF DECKINGMRD

MARBLE BASEMRB

MOP RECEPTORMR

MOVABLE PARTITIONMP

MOTORMOT

MODIFIEDMOD.

MODULARMOD

MASONRY OPENINGMO

MATERIAL NOT IN CONTRACT (INSTALLATION BY CONTRACTOR)MNIC

MILLIMETER(S)mm

MILLWORKMLWK

MOULDINGMLDG

MONOLITHICML

METAL LATHML

MISCELLANEOUSMISC

MIRRORMIRR

MINIMUMMIN

MALLEABLE IRONMI

MANHOLEMH

MATTE-GLAZED TILEMGT

MOTOR GENERATORMG

MANUFACTURERMFR

MANUFACTURINGMFG

METAL FLOOR DECKINGMFD

METAL EDGE STRIPMES

MEMBRANEMEMB

MEDIUMMED

MECHANICAL ROOMMECH RM

MECHANICALMECH

METAL DIVIDER STRIPMDS

METAL-CASED OPENINGMCO

MASONRY CONTROL JOINTMCJ

MEDICINE CABINETMC

MEMBERMBR

MACHINE BOLTSMB

MAXIMUMMAX

MATERIAL(S)MATL

MASONRYMAS

MACHINEMACH

MATCHED AND BEADEDM&B

METER(S)m

LEAVING WATER TEMPERATURELWT

LIGHTWEIGHT CONCRETELWC

LOUVERLVR

LIGHTNINGLTNG

LIGHTINGLTG

LIGHTWEIGHTLT WT

LIGHTLT

LAWN SPRINKLERLS

LIVING ROOMLR

LOW POINTLPT

LIGHTPROOF LOUVERLPL

LIGHTPROOF DOORLPD

LIGHTPROOFLP

LONGITUDINALLONG

LINTELLNTL

LIMESTONELMST

LUMENLM

LEAD-LINED DOORLLD

LIVE LOADLL

LOCKERLKR

LINEARLIN

LEFT HAND(ED)LH

LENGTHLG

LOADINGLDG

LOADLD

LIGHT CONTROLLC

LUMBERLBR

LABELLBL

POUNDLB

SOUNDPROOF DOORSPD

SPECIALSPCL

SPACERSPC

SHUT OFF VALVESOV

SHEET METAL SCREWSSMS

SHEET METALSM

SLEEVESLV

SEALANTSLNT

SKYLIGHTSKLT

STEEL JOIST INSTITUTESJI

SIMILARSIM

SHELVINGSHV

SHEATHINGSHTHG

SHEETSHT

SHOULDERSHLDR

SHEET GLASSSG

STRUCTURAL FACING UNITSFU

STRUCTURAL FACING TILE UNITSFTU

SAFETY GLASSSFGL

SEQUENCESEQ

SECTIONSECT

STEEL DOOR INSTITUTESDI

STORM DRAINSD

STRUCTURAL CLAY TILESCT

SCREENSCRN

SCHEDULESCHED

SOLID CORESC

SECURITY BARSS.B.

SPLASH BLOCKSB

SUPPLY AIRSA

SOUTHS

RAINWATER CONDUCTORRWC

RIVETRVT

REVERSERVS

RUBBER TILE FLOORRTF

RAISED PATTERN RUBBER TILERPRT

REVOLUTIONS PER MINUTERPM

RETRACTABLE PARTITIONRP

RIGHT OF WAYROW

ROUGH OPENINGRO

ROUNDRND

ROOMRM

RAILINGRLG

RACKRK

ROOF HATCHRH

RIGHT HANDRH

RELATIVE HUMIDITYRH

ROOFINGRFG

REVISIONREV

RETURNRET

RESILIENTRESIL

REQUIREDREQD

REMOVE(ABLE)REM

REINFORCEREINF

REGLETREG

REGISTERREG

REFRIGERATIONREFR

REFLECTREFL

REFERENCEREF

RECTIFIERRECT

RECREATION ROOMREC ROOM

RECEPTACLERECPT

RIGID INSULATIONRDG INS

ROOF DRAINRD

RECEIVERRCVR

REINFORCED CONCRETE PIPERCP

REMOTE CONTROLRC

RUBBERRBR

RUBBLE STONERBL

RUBBER BASE, RESILIENT BASERB

RETURN AIR REGISTERRAR

RETURN AIR GRILLERA GR

RABBETEDRAB

RETURN AIRRA

RISERR

RANGER

RADIUSR

QUANTITYQTY

QUARTER ROUND1/4 RND

QUARTERQTR

QUARTQT.

QUARRY TILEQT

PASS WINDOWPW

PAVINGPVG

POLYVINYL CHLORIDEPVC

PAVEDPV

PAPER TOWEL RECEPTACLEPTR

PARTITIONPTN

PAPER TOWEL DISPENSERPTD

POST-TENSIONED CONCRETEPT CONC

POINTPT.

PNEUMATIC TUBEPT

POUNDS PER SQUARE INCHPSI

POUNDS PER SQUARE FOOTPSF

PRESTRESSED CONCRETEPS CONC

PRESSED STEELP.S.

PIPE SPACEPS

PRESSURE-REGULATING VALVEPRV

PROJECTPROJ

PARKINGPRKG

PREFORMEDPREFMD

PREFINISHEDPREFIN

PREFABRICATE(D)PREFAB

PAIRPR

PARTS PER MILLIONPPM

POLISHED PLATE GLASSPPGL

PORTABLEPORT

PORCELAINPORC

POLISHEDPOL

PAINT(ED)PT

PANELPNL

PLYWOODPLYWD

PLATE GLASSPL GL

PILINGPLG

POUNDS PER LINEAR FOOTPLF

PLUMBINGPLBG

PLATFORMPLAT

PLASTERPLAS

PLASTIC LAMINATEPLAM

PROPERTY LINEPL

PLATEPL

POST INDICATING VALVEPIV

PREFAB ISOLATION POWER UNITPIPU

POINT OF INTERSECTIONPI

PHARMACYPHAR

PHASEPH

PERIMETERPERIM

YARD DRAINYD

YARDYD

TRANSFORMERXFMR

WELDED WIRE REINFORCEMENTWWR

WELDED WIRE MESHWWM

WELDED WIRE FABRICWWF

WALL TO WALLW/W

WIDTHWTH

WEIGHTWT

WAINSCOTWSCT

WASTE STACKW.S.

WATERSTOPWS

WARDROBEWRB

WASTE RECEPTACLEWR

WORKING POINTWP

WEATHERPROOFWP

WATERPROOF(ING)WP

WITHOUTW/O

WIRE MESHWM

WORK SHOPWKSH

WROUGHT IRONWI

WATT-HOUR METERWHM

WHEEL BUMPERWHB

WATER HEATERWH

WALL HUNGWH

WIRED GLASSWGL

WIDE FLANGEWF

WINDOWWDW

WASTE DISPOSERWDSP

WOOD DOORWD

WOODWD

WOOD-CASED OPENINGWCO

WHEELCHAIRW/C

WATER CLOSETWC

WOOD BLOCKINGWBL

WET BULBWB

WITHW/

WESTW

VINYL WALL COVERINGVWC

VENT THRU ROOFVTR

VOLTAGE TRANSFORMERV.T.

VENT STACKVS

VERMICULITEVRM

VAPOR RETARDERVR

VOLUMEVOL

VENEERVNR

V-JOINT(ED)VJ

VINYL HOMOGENEOUSVH

VERTICAL GRAINVG

VINYL FABRICVF

VESTIBULEVEST

VERTICALVERT

VENTILATOR(TION)VENT

VAULT DOORVD

VITRIFIED CLAY TILEVCT

VINYL COMPOSITION TILEVCT

VINYL BASEVB

VARNISHVAR

VOLTV

UNIT VENTILATORUV

UTILITYUTIL

URINALUR

UNINTERRUPTABLE POWER SUPPLYUPS

UNFINISHEDUNFIN

UNEXCAVATEDUNEX

UNDERWRITERS LABORATORIESUL

UNIT HEATERUH

UNDERGROUNDUGND

UNIT COOLERUC

TYPICALTYP

TELEVISIONTV

THERMOSTATTSTAT

TRANSVERSETRANS

TRANSOMTRANS

TOILET PARTITIONTPTN

TOILET PAPER DISPENSERTPD

TOP OF WALLTOW

TOP OF STEELTOS

TOP OF SLABTOS

TOPOGRAPHYTOPO

TOLERANCETOL

TOP OFTO

TACKSTRIPTKS

TACKBOARDTK BD

THRESHOLDTHRES

THICK(NESS)THK

TRUSS HEADTH

TOGGLETGL

TONGUE AND GROOVET&G

TERMINALTERM

TERRAZZOTER

TEMPORARYTEMP

TEMPERATURETEMP

TELEPHONETEL

TERRA COTTATC

TOWEL BARTB

TANGENTTAN

TREADT

SYSTEMSYS

SYNTHETICSYNTH

SYMMETRICALSYMM

SWITCHBOARDSWBD

SWITCHSW

SHEET VINYL SV

SUSPENDEDSUSP

SUBFLOORSUB FL

STAIRWAYSTWY

STRUCTURALSTRUCT

STRINGERSTR

STATIC PRESSUREST PR

STORAGESTOR

STEELSTL

SEATINGSTG

STANDARDSTD

STATIONSTA

STAINLESS STEELSST

STANDING SEAM (ROOF)SS

SERVICE SINKSS

SHELF AND RODS&R

SQUARE HEADSQHD

SQUARESQ

SPEAKERSPKR

SPACE HEATERSPH

SPECIAL FINISHSP FIN

SOUNDPROOFSPF

SPECIFICATIONSPEC

ABBREVIATIONS

tkellybrown Snapshot

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NORTH

PLAN

FLOW

BM

SHEET ID

PLAN SET ID

THE FINAL TWO PLACEHOLDERS ARE THE SEQUENCIAL NUMBER OF THE SHEET.E.

SHEET.

THE THIRD PLACEHOLDER IS THE SHEET TYPE DESIGNATORS ARE ASSHOWN ON THIS D.

WHICH THE SHEET WAS DEVELOPED BY.

THE FIRST PLACEHOLDER WITHIN THE SHEET NUMBER IS THE ENGINEERING DISIPLINE C.

BETWEEN PLAN SET IDS, SO PARTICULAR ATTENTION MUST BE PAID TO THE PLAN SET ID.

PLACEHOLDER HAVING A SPECIFIC MEANING. NOTE - SHEET NUMBERS MAY BE DUPLICATED

EACH SHEET WITHIN THE PLAN SET WILL HAVE A UNIQUE SHEET NUMBER, WITH EACH B.

PACKAGE. PLAN SET IDS ARE LISTED IN THE TABLE ON THE COVER SHEET

THE PLAN SET ID INDICATES THE MAJOR COMPONENT OF WORK DETAILED IN THE DRAWING A.

FOLLOWING INFORMATION:

BLOCK IN THE LOWER RIGHT HAND CORNER OF EACH SHEET. THE SHEET ID BLOCK CONTAINS THE

IN ORDER TO NAVIGATE THE DRAWING SET, THE CONTRACTOR SHOULD FOCUS ON THE SHEET ID 3.

THE PROJECT, WITH SUBCOMPONENT SHEETS UNDER EACH PLANSET.

THE DRAWING SET IS DEVIDED INTO PLAN SETS ASSOCIATED WITH DIFFERENT SCOPES OF WORK IN 2.

CONTRACTOR TO MORE EASILY NAVIGATE THROUGH THE SET.

SHEET IS TO PROVIDE A DESCRIPTIVE OVERVIEW OF THE DRAWING PACKAGE TO ALLOW THE

THIS SHEET EXPLAINS THE GENERAL LAYOUT OF THE DRAWING PACKAGE. THE INTENT OF THIS 1.

DRAWING SET LAYOUT

PLAN SET ID

SHEET NUMBER WITHIN PLAN SET

SEQUENCIAL NUMBER

SHEET TYPE DESIGNATIONS

ELECTRICAL, CIVIL, ARCHITECTURAL, ETC.)

DISCIPLINE (STRUCTURAL, MECHANICAL

PHOTOGRAPHS)

9 - 3D REPRESENTATIONS (ISOMETRICSM PERSPECTIVES,

CATEGORIES)

8 - USER DEFINED (FOR TYPES THAT DO NOT FALL IN OTHER

CATEGORIES)

7 - USER DEFINED (FOR TYPES THAT DO NOT FALL IN OTHER

6 - SCHEDULES AND DIAGRAMS

5 - DETAILS

OR SECTIONS THAT ARE NOT DETAILS)

4 - LARGE-SCALE VIEWS (PLANS, ELEVATIONS, STAIR SECTION,

3 - SECTIONS (SECTIONAL VIEWS, WALL SECTIONS)

2 - ELEVATIONS (VERTICAL VIEWS)

1 - PLANS (SYMBOLS LEGEND, NOTES, ETC.)

0 - GENERAL

SHEET TYPE DESIGNATORS

INDICATES ROCK

INDICATES GRANULAR SURFACE

INDICATES STEEL IN SECTION

INDICATES GROUT

INDICATES NEW CONCRETE IN SECTION

KEYNOTE

WORK LIMITS

US HIGHWAY

STEEL

STATE HIGHWAY

SLOPE

RIVER MILE

RAILROAD

NORTH INDICATOR, TRUE

NORTH INDICATOR, PLAN

SL

INTERSTATE HIGHWAY

FLOW ARROW

CONTROL POINT

HORIZONTAL AND VERTICAL

GROUT

HORIZONTAL CONTROL POINT

CORING HOLE

CENTERLINE

BREAKLINE

BENCHMARK

INDICATES SOIL

INDICATES BEDDING STONE

INDICATES RIPRAP

© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TomTom

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A1

SCALE: 1"=500'

SURVEY CONTROL PLAN

IPC

IPC

IPC

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

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U .S

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0 750' 1500

5/8" IRON ROD WITH PLASTIC CAP849.725688962.77003673534.0700115

5/8" IRON ROD WITH PLASTIC CAP613.175679327.58603683577.4280114

5/8" IRON ROD WITH PLASTIC CAP611.195690418.16303672243.0570113

DESCRIPTIONELEVATION(NAVD88)EASTINGNORTHINGPOINT

SURVEY MONUMENTS

VERTICAL - NAVD88 US SURVEY FEET.

HORIZONTAL - STATE PLANE IOWA NORTH NAD83 GEOID18 US SURVEY FEET.

DATUM:2.

AND 8/13/23.

HYDROGRAPHIC SURVEY PERFORMED BY LOWE ENGINEERS, LLC ON 8/12/23 1.

GENERAL NOTES

T R

U E

N

IOWA / WISCONSIN STATE LINE

F L

O W

LD11 UPSTREAM MOORING CELL

IOWA

NAVIGATION CHANNEL CENTERLINE

CONTROL PT #115

CONTROL PT #113

LOCK AND DAM NO. 11

EAGLE POINT

WISCONSIN

CONTROL PT #114

F L

O W

568.0'

.0

569.0'

571.0'

.0

.0

.0

.0

.0

.0

.0

567.0'

.0

560.0' 558.0'

556.0' 553.0'

550.0' 544.0'

543.0'

548.0'

1.

0'

.0

.0

3.

0'

.0

.0

4.

0'

5.

0'

575.0'

576.0'

6.0

577.0

578.0'579.0'

590.0' .0'

.0

.0

.0

.0

.0

.0

.0

580.0'

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SCALE: 1"=100'

SURVEY CONTROL PLAN

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LD11 UPSTREAM MOORING CELL

F

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VERTICAL - NAVD88 US SURVEY FEET.

HORIZONTAL - STATE PLANE IOWA NORTH NAD83 GEOID18 US SURVEY FEET.

DATUM:2.

AND 8/13/23.

HYDROGRAPHIC SURVEY PERFORMED BY LOWE ENGINEERS, LLC ON 8/12/23 1.

GENERAL NOTES

IOWA

EAGLE POINT

IOWA / WISCONSIN STATE LINE

NAVIGATION CHANNEL CENTERLINE

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SITE PLAN - BORING LOCATIONS

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LD11 UPSTREAM MOORING CELL

LD11 -2022-01

LD11 -2022-02

-90.65076642.545376 5688893.631 3674729.011LD11-2022-02

-90.65082942.545428 5688876.026 3,674,747.378LD11-2022-01

LONGITUDELATITUDEEASTINGNORTHINGBORING NAME

FLO

W

T R

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IOWA/WISCONSIN STATE LINE

IOWA

NAVIGATION CHANNEL CENTERLINE

© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TomTom

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SCALE: NTS

DIAGRAM - BORING LOGS

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D

DATE: 6/23/2023

EASTING: 5688876.03

NORTHING: 3674747.38

LD11-2022-01

DATE: 8/15/2023

EASTING: 5688893.63

NORTHING: 3674729.01

LD11-2022-02

MUD ROTARY

IOWA NORTH - 1401, STATE PLANE US FEET

MUD ROTARY

(N)

609.6' TOP ELEVATION

FLOATING PLANT

WATER

(N)

609.5' TOP ELEVATION

FLOATING PLANT

WATER

564.1' MUDLINE ELEVATION

564.5' MUDLINE ELEVATION

POORLY GRADED SAND (SP), grayish brown, very loose

Wood, brownish orange

POORLY GRADED SAND (SP), light brown, loose

WELL GRADED GRAVEL WITH SAND (GW), grayish white to black, loose

SILTY SAND (SM), dark gray to black, medium dense

POORLY GRADED SAND (SP), gray, loose

No recovery

POORLY GRADED SAND (SP), dark grayish brown, very loose to medium dense

No recovery

PL

D30

W

D10

(mm)

LL

D60

PL

D30

W

D10

(mm)

LL

D60

0.31

0.15

20.9

0.09

0.33

0.16

19.7

0.09

(8)

0.80

0.30

20.3

0.09

(7)

(8)

(16)

(4)

(8)

(33)

(4)

(23)

(34)

(2)

544.5' BOTTOM ELEVATION

534.5' BOTTOM ELEVATION

(2)

N

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SITE PLAN

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SEE SHEET S-101 FOR CELL ORIENTATION WITH RESPECT TO NAVIGATION 1.

GENERAL SHEET NOTES

NORTH

PLAN

0 500' 1000'

LD11 UPSTREAM MOORING CELL

F L

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Z 612.63 (TOP, NAVD88)

E 5687971.113

N 3675515.119

CENTER AT-

T R

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CONTROL PT #115

CONTROL PT #113

EAGLE POINT

IOWA / WISCONSIN STATE LINE

WISCONSIN

IOWA

LOCK AND DAM NO. 11

NAVIGATION CHANNEL CENTERLINE

N

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C-102

PLAN

SCALE: 1"=20'

F1

40.0' MIN.

15" (MIN)

39" (MIN)

A1

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

ELEVATION

A11

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

ELEVATION

40.0' MIN. 80.0' MIN.40.0' MIN.

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RIPRAP LIMITS

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0 20' 40' T

R U

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EQUIVALENT.

BEDDING STONE SHALL BE ILDOT CA3 OR GOVERNMENT APPROVED 2.

EQUIVALENT.

RIPRAP SHALL BE ILDOT CLASS RR-6 OR GOVERNMENT APPROVED 1.

GENERAL SHEET NOTES

SEE STRUCTURAL SHEET S-201 FOR DETAILS

LD11 UPSTREAM MOORING CELL

RIPRAP (TYP)

EL 564.14

CHANNEL BOTTOM

EL 612.63

TOP OF CELL

BEDDING STONE (TYP)

2H:1V (MAX)

A2

A1

0 1/8" 1/4" 0 1/8" 1/4"

NOT SHOWN FOR CLARITY

SUBSURFACE CONDITIONS

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LD11 UPSTREAM MOORING CELL

IOWA/WISCONSIN STATE LINE

LOCK AND DAM 11

ENLARGED DETAIL

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.AS SHOWN ON DRAWING

PORTION OF MOORING CELL IS ABOVE WATER. MOORING CELL IS IDENTIFIED 2.

THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION.

VERIFY LOCATION AND LIMITS OF THE WORK LIMITS AND STAGING AREA WITH 1.

GENERAL SHEET NOTES

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STAGING AREA AND RIVER ACCESS VIA BARGE

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ACCESS VIA BARGE

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HYDROGRAPH - DAILY POOL ELEVATIONS

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JANUARY 1, 2014 - APRIL 1, 2024

DAILY POOL ELEVATION HYDROGRAPH

LOCK & DAM 11

MISSISSIPPI RIVER

ISLAND, ILLINOIS.

QUESTIONS MAY BE ADDRESSED TO THE OFFICE OF THE CORPS OF ENGINEERS ROCK

SHOWN AND DO NOT NECESSARILY REPRESENT ALL POSSIBLE FUTURE CONDITIONS.

AVAILABLE. THESE DAILY POOL ELEVATION HYDROGRAPHS REPRESENT THE PERIOD

THESE DAILY POOL ELEVATION HYDROGRAPHS ARE BASED ON THE BEST INFORMATION 2.

NAVD 88

THE NAVD 88 VERTICAL DATUM USING THE FOLLOWING EQUATION: MSL 1912 - 0.67' =

& DAM 11 MOORING FACILITIES. OBSERVED POOL ELEVATIONS WERE CONVERTED TO

ABOVE LOCK AND DAM 11 APPROXIMATELY 0.5 RIVER MILES DOWNSTREAM OF THE LOCK

ELEVATION OBSERVATIONS (START DATE 1/1/2014 TO 4/1/2024) RECORDED BY THE USACE

THESE DAILY POOL ELEVATION HYDROGRAPHS ARE BASED ON TEN YEARS OF POOL 1.

NOTES:

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HYDROGRAPH - POOL DURATION CURVES

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JANUARY 1, 1991 - DECEMBER 31, 2020

POOL DURATION CURVES

LOCK & DAM 11

MISSISSIPPI RIVER

ISLAND, ILLINOIS.

QUESTIONS MAY BE ADDRESSED TO THE OFFICE OF THE CORPS OF ENGINEERS ROCK

AND DO NOT NECESSARILY REPRESENT ALL POSSIBLE FUTURE CONDITIONS.

AVAILABLE. THESE ELEVATION DURATION CURVES REPRESENT THE PERIOD 1991-2020,

THESE ELEVATION DURATION CURVES ARE BASED ON THE BEST INFORMATION 2.

1991 THROUGH DECEMBER 2020. MSL 1912 - 0.66 FT = NAVD 88 AT LOCK AND DAM 11.

ENGINEERS LOCK AND DAM 11 DAILY POOL ELEVATION DATA FOR THE PERIOD JANUARY

THESE MONTHLY DURATION CURVES WERE DERIVED USING THE U.S. ARMY CORPS OF 1.

NOTES:

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REINFORCING NOTES

REINFORCEMENT EMBEDMENT AND SPLICE TABLE

SIZE

BAR

MIN. DEVELOPMENT MIN. CLASS B LAP

LENGTH, IN.LENGTH, IN.

TOP OTHER OTHERTOP

77 59

GENERAL STRUCTURAL NOTES STRUCTURAL STEEL NOTES

CONTRACTING OFFICER.

CONSTRUCTION JOINT LOCATIONS SHALL BE APPROVED BY THE5.

SPECIFICATION 03 31 00.

FOR CONCRETE COMPRESSIVE STRENGTH (f'c), REFER TO4.

NOTED OTHERWISE.

CHAMFER ALL EXPOSED CONCRETE CORNERS 3/4" UNLESS3.

AND DURING CONCRETE PLACEMENT.

ACCURATELY POSITIONED AND SECURELY IN PLACE PRIOR TO

PROPERLY PLACE ALL EMBEDDED ITEMS SUCH THAT THEY ARE2.

ACCORDANCE WITH ACI 318.

DESIGN PERFORMED BY THE CONTRACTOR SHALL BE IN

(ACI 301) EXCEPT AS OTHERWISE INDICATED. ALL CONCRETE

INSTITUTE (ACI) SPECIFICATIONS FOR STRUCTURAL CONCRETE

WITH THE PROVISIONS OF THE AMERICAN CONCRETE

ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE1.

CONCRETE NOTES

2.5 TIMES THE MAXIMUM DIAMETER OF THE REINFORCEMENT.2.

1.5 TIMES THE NOMINAL MAXIMUM SIZE OF THE AGGREGATE.1.

IN NO CASE SHALL THE COVER BE LESS THAN:B.

AS INDICATED ON DRAWINGS..........................................6"

SURFACES EXPOSED TO ABRASION5.

UNFORMED SURFACE IN CONTACT WITH SUBGRADE...4"4.

EQUAL TO OR GREATER THAN 24" THICK.....................4"3.

GREATER THAN 12" AND LESS THAN 23" THICK..........3"2.

12" OR LESS IN THICKNESS.........................PER ACI 3181.

FORMED AND SCREEDED SURFACES:A.

REINFORCEMENT EXCEPT AS OTHERWISE INDICATED SHALL BE:

MINIMUM CLEAR COVER TO THE NEAREST SURFACE FOR 11.

ON THE DRAWINGS.

DICTATED BY THE GEOMETRY AND DIMENSIONS SHOWN

MAXIMUM. ACTUAL SPACING OF REINFORCEMENT SHALL BE

BAR SPACING INDICATED ON REINFORCING DRAWINGS IS A10.

SHALL COMPLY WITH AWS D1.4.

UNLESS OTHERWISE SHOWN ON THE DRAWINGS. WELDING

NO WELDING SHALL BE PERMITTED ON REINFORCEMENT9.

CONTRACTING OFFICER.

CONCRETE IS NOT ALLOWED UNLESS APPROVED BY THE

FIELD BENDING OF REINFORCEMENT PARTIALLY EMBEDDED IN8.

APPROVED BY THE CONTRACTING OFFICER.

MADE WHERE ESSENTIAL FOR CONSTRUCTABILITY AND

BASED ON THE SMALLER BAR BEING LAPPED. SPLICES MAY BE

LENGTH CANNOT BE OBTAINED. SPLICE LENGTH SHALL BE

PROVIDE HOOKS IF THE REQUIRED STRAIGHT EMBEDDED

ARE BARS HAVING MORE THAN 12" OF CONCRETE CAST BELOW.

THIS TABLE APPLIES TO UNCOATED BARS ONLY. TOP BARS

TABLE ON THIS SHEET, EXCEPT AS SHOWN OR NOTED ON THE DRAWINGS.

MINIMUM SPLICE AND EMBEDMENT LENGTHS ARE SHOWN IN THE7.

NOTED.

TO BE IN ACCORDANCE WITH ACI 318-14, UNLESS OTHERWISE

OFFICER. CLEAR COVER, EMBEDMENT, AND SPLICE LENGTHS

BENT OR SHIFTED AS DIRECTED BY THE CONTRACTING

ITEMS AND OTHER OBSTRUCTIONS, REINFORCEMENT SHALL BE

WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED,6.

CONTINUOUS ACROSS EXPANSION JOINTS.

CONSTRUCTION JOINTS. REINFORCEMENT SHALL NOT BE

REINFORCEMENT SHALL BE CONTINUOUS ACROSS5.

REINFORCEMENT SHALL BE CONTINUOUS AT CORNERS.4.

INSTITUTE.

NUMBERING SYSTEM OF THE CONCRETE REINFORCING STEEL

REINFORCING BAR DESIGNATION NUMBERS CONFORM TO THE3.

(FY = 60,000 PSI).

REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 602.

CONCRETING RESPECIVELY.

ACI 306 AND ACI 305 FOR COLD AND HOT WEATHERC.

FORCING BARS.

CRSI RECOMMENDED PRACTICE OF PLACING REIN-B.

ACI 301, ACI 315R, AND ACI 318A.

CONCRETE SHALL BE GOVERNED BY THE LATEST REVISION OF:

FABRICATION, AND PLACING OF REINFORCING BARS AND

UNLESS NOTED OTHERWISE, ALL CONCRETE WORK, DETAILING,1.

ALL SHEET PILING IS TO BE PS 27.5.16.

WITH THE EXCEPTION OF GALVANIZED SURFACES.

COAT ALL FAYING SURFACES WITH PRIMER PRIOR TO ASSEMBLY,15.

AWS D1.5, AS SPECIFIED.

ACCORDANCE WITH THE REQUIREMENTS OF AWS D1.1 OR

TESTING AND INSPECTION OF WELDS SHALL BE IN14.

THE SPECIFICATION.

STRUCTURAL STEEL MEMBERS TO BE IN ACCORDANCE WITH

THE DIMENSIONAL TOLERANCES OF ALL WELDED FABRICATED13.

(STAINLESS STEEL), SEE SPECIFICATIONS.

ITEMS MARKED CRES SHALL BE CORROSION RESISTANT STEEL12.

THE MATERIAL BEING WELDED, UNLESS NOTED OTHERWISE.

SURFACE EQUAL TO OR SMOOTHER THAN THE MILL FINISH OF

ALL WELDS THAT ARE TO BE GROUND SHALL HAVE A FINISHED11.

TREATMENT FROM MANUFACTURER/FABRICATOR.

CONTAINING NO ASBESTOS FIBERS) OR PRESCRIBED

WITH TWO COATS OF BITUMINOUS PAINTS (SSPC - PAINT 12,

COAT ALL ALUMINUM IN CONTACT WITH CONCRETE 10.

GRIND AREAS, ETC. AS SPECIFIED.

PAINT OR COAT ALL BARE OR EXPOSED STEEL, WELD, SCRATCHES,9.

UTILIZING THE SAME WELD PROCESS AND FILLET SIZE.

WRAPPING TO PREVENT THE INTERSECTION OF WELDS

SUFFICIENTLY SIZE WELD ACCESS HOLES TO PERMIT WELD

FULLY WRAP ALL FILLET WELDS AROUND THE ENDS OF PLATES.8.

DIMENSIONS; ALLOWANCES MUST BE MADE FOR MACHINING.

DIMENSIONS SHOWN OR CALLED FOR ARE THE FINAL7.

APPROVAL.

DRAWINGS AND SUBMITTED BY THE CONTRACTOR FOR

DETAILED INFORMATION SHALL BE SHOWN ON THE SHOP

AND INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED.

WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AWS6.

70 KSI WELD METALS.

SHALL BE CONDUCTED USING LOW HYDROGEN PROCESSES AND

EDITION OF AWS D1.1 OR D1.5, AS SPECIFIED. ALL STEEL WELDING

ALL STEEL WELDING SHALL BE IN ACCORDANCE WITH THE LATEST5.

FABRICATION.

COATED IN ACCORDANCE WITH ASTM A123 AFTER

WITH ASTM A153. GALVANIZED STEEL SHAPES SHALL BE

GALVANIZED HARDWARE SHALL BE COATED IN ACCORDANCE4.

DESIGNATED AS BEARING-TYPE CONNECTIONS.

ALL BOLTED CONNECTIONS NOT DETAILED SHALL BE 3.

SPECIFICATIONS.

PROVIDE MATERIAL IN ACCORDANCE WITH THESE PLANS AND THE2.

FIFTEENTH EDITION.

ACCORDANCE WITH THE AISC STEEL CONSTRUCTION MANUAL,

STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN1.

CHANGES.

TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE

NOTIFY THE CONTRACTING OFFICER IF ANY DISCREPANCIES EXIST PRIOR

THE BENCHMARK SHALL BE FIELD-VERIFIED PRIOR TO CONSTRUCTION.

FIELD-VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.

ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE 9.

OF THIS WORK.

UNDOCUMENTED CONDITIONS THAT MAY AFFECT THE COMPLETION

NOTIFY THE CONTRACING OFFICER OF ANY DISCREPANCIES OR8.

EQUIPMENT.

SLEEVES OR HOLES REQUIRED FOR MECHANICAL OR ELECTRICAL

LOCATION AND PLACEMENT OF ANY INSERTS, HANGERS, PIPE

UNLESS OTHERWISE SHOWN OR NOTED, COORDINATE THE7.

DRAWINGS UNDER ANY CIRCUMSTANCE.

REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP6.

(XXX.XX) REFERENCED TO THE REFERENCE ELEVATION, NAVD88 DATUM.

ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE DENOTED AS5.

COMPLETION OF THE PROJECT.

REMAIN THE PROPERTY OF THE CONTRACTOR AFTER

TEMPORARY BRACING, GUYS OR TIEDOWNS. SUCH MATERIAL SHALL

INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,

COMPONENTS AND OCCUPANTS DURING CONSTRUCTION. THIS

AND SEQUENCE TO ENSURE THE SAFETY OF THE STRUCTURE, ITS

DRAWINGS IS COMPLETED. DETERMINE ERECTION PROCEDURES

STABLE ONLY AFTER THE STRUCTURAL WORK CONTAINED IN THE

THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND 4.

WORK IN AREAS THAT WILL BE AFFECTED.

DRAWINGS TO THE CONTRACTING OFFICER PRIOR TO BEGINNING

REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT3.

HOLES, HANGERS, AND ANCHORS.

BUT NOT LIMITED TO, THE REQUIREMENTS FOR SLEEVES, INSERTS,

DRAWINGS. COORDINATE THE WORK OF OTHER TRADES INCLUDING,

USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL OTHER2.

NOTES, THE SPECIFICATIONS TAKE PRECEDENCE.

IN CASE OF CONFLICT BETWEEN THE SPECIFICATIONS AND THESE1.

S-001

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& KEVEL)

(CENTERLINE OF CHECKPOST

REFERENCE CIRCLE

ARMOR PLATE

FACE OF

SURFACE

ARMOR PLATE @ TOP

INSIDE EDGE OF

A1

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

PLAN MOORING CELL

TYPE FENDERS

(3) 10'-0" LONG ARCH

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FENDERS

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KEVEL

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WITH TRUE NORTH

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FLOW

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FENDERSCL OF

OF THE CELL.

INSTALL BRASS MARKER FOR SURVEY WITHIN A 5 FT RADIUS OF THE CENTER 3.

DIRECTION.

SHALL BE ORIENTED 5° FROM THE CELL CENTERLINE IN THE UPSTREAM

TO THE CENTERLINE OF THE NAVIGATION CHANNEL. THE CHECKPOSTS

THE CELL CENTERLINE SHALL BE ORIENTED SO THAT IT IS PERPENDICULAR 2.

OFFICER.

PERMITTED TOLERANCES MUST RECEIVE APPROVAL BY THE CONTRACTING

CHANGE IN THE LOCATION OF CELL AS SHOWN THAT IS IN EXCESS OF

THE CONTRACTOR IS EXPECTED TO LOCATE THE CELL AS SHOWN. ANY 1.

GENERAL SHEET NOTES

SHEET KEYNOTES

LIGHT STAND, SEE S-513 FOR DETAILS. 5.

PROVIDE AND APPLY NO-OXIDE COMPOUND TO COMPLETED TERMINATION.

COPPER GROUNDING CONDUCTOR TO MOORING CELL STEEL SHEET PILE.

PROVIDE EXOTHERMIC WELD TERMINATION OF 2/0 AWG BARE STRANDED 4.

OR CONCEALED HORIZONTALLY TO THE MOORING CELL STEEL SHEET PILE.

STRUCTURAL STEEL STEEL STAND BASE PLATE ROUTED BURIED, EMBEDDED

PROVIDE 2/0 AWG BARE STRANDED COPPER GROUNDING CONDUCTOR FROM 3.

AND APPLY NO-OXIDE COMPOUND TO COMPLETED TERMINATION.

COPPER GROUNDING CONDUCTOR TO STEEL STAND BASE PLATE. PROVIDE

PROVIDE EXOTHERMIC WELD TERMINATION OF 2/0 AWG BARE STRANDED 2.

STRUCTURAL STEEL STAND. SEE S-513 FOR DETAILS.

PROVIDE ONE MARINE NAVIGATION LIGHT FIXTURE ATOP NEW FABRICATED 1.

C

S-201

A1

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KEVEL

WELDED PLATE

SHEET PILING PS 27.5

CHANNEL BOTTOM

DRIVE PILING INTO SOIL

NAVIGATION LIGHT

TYPE FENDERS

(3) 10'-0" LONG ARCH

PAINTED YELLOW

AND KEVELS TO BE

ALL CHECK POSTS

A1

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

ELEVATION

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

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SHEET ID

®of Engineers

US Army Corps

U .S

A

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SLOPE (SEE NOTE 7)

CL

SLOPE

EL 612.63

TOP OF CELL

EL 605.35

EL 604.35

EL 564.14

EL 556.00

BOT OF PILES

EL 609.63

CONTACT FACE

TOP OF FENDER

OHWM EL 602.58

FLAT POOL EL 602.35

0 4' 8'2'

EL 559.00

BOT OF CONCRETE

DIFFERENTIAL SETTLEMENT.

LAYER OF CONCRETE TO PROVIDE A LEVEL SURFACE AGAINST POSSIBLE

BEEN EXCAVATED TO THE DEPTH SHOWN, PLACE AN INITIAL 2 FT THICK

ONCE SHEET PILES HAVE BEEN DRIVEN AND INTERIOR OF THE CELL HAS 9.

ARMOR PLATE.

SHEET PILE TO BE CUT TO ELEVATION SHOWN PRIOR TO INSTALLING

TO ALLOW FOR POTENTIAL SETTLEMENT DURING CONSTRUCTION. TOP OF

DRIVE SHEET PILES 1 FOOT ABOVE TOP OF SHEET PILE ELEVATION SHOWN8.

PARALLEL TO FLOW OF RIVER.

EL 612.63 AT THE EDGES. SURFACE SHALL HAVE A LIGHT BROOM FINISH,

THE CENTER OF THE CIRCULAR CELL SHALL BE 612.97 SLOPING TO7.

ELEVATION.

EXCAVATE IN SITU MATERIAL TO WITHIN 3 FT OF THE SHEET PILE TIP 6.

PLACEMENT SHALL BE PLACED BY CONVENTIONAL METHODS IN THE DRY.

50°F OR LOWER. CONCRETE 5" ABOVE THE WATER LINE AT THE TIME OF

SHALL NOT BE PLACED UNDERWATER WHEN THE WATER TEMPERATURE IS

REQUIREMENTS OF THE ACI MANUAL OF CONCRETE PRACTICE. CONCRETE

TREMIE CONCRETE TO BE USED FOR CELL FILL MUST MEET THE5.

APPROVED METHODS.

TEMPLATE SECURELY ANCHORED TO THE RIVER BOTTOM WITH

ALL STEEL SHEET PILING SHALL BE DRIVEN USING A STEEL DRIVING4.

SUPPORTS FOR APPROVAL.

ERECTION PROCEDURES INCLUDING DRIVING TEMPLATES AND

THE CONTRACTOR SHALL SUBMIT A COMPLETE SCHEDULE OF3.

FROM A LINE PERPENDICULAR TO THE CENTERLINE OF THE CHANNEL.

THE CELL SHOULD BE ORIENTATED WITH THE CHECK POSTS AT 5°2.

OFFICER.

PERMITTED TOLERANCES MUST RECEIVE APPROVAL BY THE CONTRACTING

CHANGE IN THE LOCATION OF CELL AS SHOWN THAT IS IN EXCESS OF

THE CONTRACTOR IS EXPECTED TO LOCATE THE CELL AS SHOWN. ANY 1.

GENERAL SHEET NOTES

S-201

M O

O R

IN

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C E

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E V

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N

S-301

A12

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B

FROM A LINE PERPENDICULAR TO THE CENTERLINE OF THE CHANNEL.

BE ORIENTATED WITH THE CHECK POSTS AT 5°SHALLTHE CELL 2.

S O

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A

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B

4" CLEAR COVER

#8 @ 6"C/C, EW, WITH

KEVEL

CHECK POST

CHECK POST

DRAIN WITH A LIGHT BROOM FINISH

CONCRETE SHALL BE SLOPED TO

F1

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

SECTION - REINFORCING PLAN

A12

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

SECTION

76 SHEETS - PS 27.5

39' - 8 5/16" DRIVING LINE DIAMETER

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

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US Army Corps

U .S

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S-301

M O

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PERPENDICULAR TO THE CENTERLINE OF THE NAVIGATION CHANNEL.

BE ORIENTATED WITH THE CHECK POSTS AT 5° FROM A LINE SHALLTHE CELL 2.

OFFICER.

PERMITTED TOLERANCES MUST RECEIVE APPROVAL BY THE CONTRACTING

CHANGE IN THE LOCATION OF CELL AS SHOWN THAT IS IN EXCESS OF

THE CONTRACTOR IS EXPECTED TO LOCATE THE CELL AS SHOWN. ANY 1.

GENERAL SHEET NOTES

0 4' 8'2'

0 4' 8'2'

OPPOSITE SIDE.

CONTINUE THE BAR 1" FROM THE FACE OF THE EMBED ON THE

DISCONTINUE THE BAR 1" FROM THE FACE OF THE EMBED AND

EMBEDDED PORTIONS OF THE KEVELS AND CHECK POSTS,

1. FOR REINFORCEMENT BARS THAT ARE IN CONFLICT WITH THE

NOTE:

NORTH

PLAN

NORTH

PLAN

S-501

A8

S-501

A8

S-501

A8

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10"

6" R

3/4"x8" STUD (TYP)

WELDED PLATE

STEEL SHEET PILING

FILLER PLATE

SHIM AS REQUIRED

STEEL SHEET PILING

FILLER PLATE

/8

WELDED PLATE

FILLER PLATE FILLER PLATE ARMOR PLATE

STEEL SHEET PILING

S-302

FOR STUD SPACING DETAILS

SEE DETAIL A1 ON SHEET S-510

FOURTH PILE)

CONVEXED PILE (EVERY

CONNECTION EVERY

AND BOLTED

PLACE BEARING PLATE

H1

SCALE: 3/4"=1'-0"

SECTION

SECTION

H5

H11

SECTION

SPECIFICATION 35 59 13.16

ARCH TYPE FENDER, SEE

BOLT SPACING

AFTER ERECTION. SEE A1 ON S-510 FOR

AND PLUG WELD PLATE AND GRIND FLUSH

LINE UP WITH SHEET PILES, REMOVE BOLTS

1" ASTM F3125, GRADE A325 BOLTS USED TO

PL 3/4"x3"X6"

BEARING PLATE

PLATE THICKNESS VARIES (FIELD MEASURE)

1'-6"

1/2" PL

135° 13 5°

1'-0"

F

IE

L D

FILLER PLATE

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

A13

AND SPECIFICATIONS

PER FENDER MFR

FENDER ANCHORAGE

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

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U .S

A

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EL: REFER TO SECTION

SEE NOTE 1 ON SHEET S-501

5/16

SHEET KEYNOTES

COAT THE ARMOR PLATE.

FILLER PLATES TO BE PAINTED USING THE SAME PAINT SYSTEM USED TO 2.

ALLOWING CONCRETE PLACEMENT.

FILLER PLATE IS NOT STRUCTURAL. FILLER PLATE IS USED TO SEAL GAPS 1.

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

0 2' 4'1'

CONTACT FACE

TOP OF FENDER

TOP OF CELL

A6

SECTION

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

M E

A S

U R

E

1' 2'0 6"

5/16

5/16

M O

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IN

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S-302

H11

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CHECK POST

1'-6"

CHECK POST

KEVEL

45°

5° 20°

OF REINF (RE: G1/S-301)

BE PLACED BELOW MAT

TOP-MOST U-BAR SHALL

OF REINF (SEE G1/S-301)

BE PLACED BELOW MAT

TOP-MOST U-BAR SHALL

KEVEL

1'-6"

H1

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

SECTION - KEVEL

(4) #11 U-BAR

(4) #11 U-BAR

(4) #11 U-BAR

(SEE A1/S-512)

(4) #11 BENT BAR

(4) #11 U-BAR

(4) #11 U-BAR

ALTERNATING PATTERN

FROM CHECK POST CL. PLACE BARS IN

ORIENTATED 45° COUNTERCLOCKWISE

CLOCKWISE FROM CHECK POST CL. (4)

8 TOTAL #11 U-BARS. (4) ORIENTATED 45°

ALTERNATING PATTERN.

KEVEL POST CL. PLACE BARS IN

CL. (4) ORIENTATED 45° FROM

ORIENTATED PARALLEL TO KEVEL

U-BARS PER KEVEL POST. (4)

16 TOTAL #11 U-BARS AT KEVEL. 8

8'-6" M

IN45

45°

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

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U .S

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SECTION - CHECK POST

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

A10

PLAN

3/8"=1'-0"SCALE: S-303

A R

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PERPENDICULAR TO THE CENTERLINE OF THE NAVIGATION CHANNEL.

BE ORIENTATED WITH THE CHECK POSTS AT 5° FROM A LINE SHALLTHE CELL 2.

OFFICER.

PERMITTED TOLERANCES MUST RECEIVE APPROVAL BY THE CONTRACTING

CHANGE IN THE LOCATION OF CELL AS SHOWN THAT IS IN EXCESS OF

THE CONTRACTOR IS EXPECTED TO LOCATE THE CELL AS SHOWN. ANY 1.

GENERAL SHEET NOTES

C H

A N

N E

L C

N A

V

IG

A T

(P

R P

E N

D

IC

U L

A R

F M

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IN

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E

4'0 2' 8'

0 2' 4'1'

0 2' 4'1'

NORTH

PLAN

TYP

S-303

A1

S-303

A9

S-303

A9

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1 1/8" DIA HOLE

1/2" PL

22.5°

1/4 "

1/2" PL

4"2"2"

10"

2"

6"

R

1/4 "

22.5°

STUDS (TYP)

CONCRETE

3/4"x8"

BACKING BAR

PL 1/2" x 8"

GRIND FLUSH

PLATE AND

GROOVE WELD

PENETRATION

COMPLETE

PLATES

TO LINE UP

1" BOLT, USE

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

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US Army Corps

U .S

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COMPLETE PENETRATION

COMPLETE PENETRATION

DETAIL - WELDED PLATE CORNER

SCALE: 3"=1'-0"

K1

DETAIL

SCALE: 6"=1'-0"

A8

DETAIL

6"=1'-0"SCALE:

A14

DETAIL

6"=1'-0"SCALE: S-501

W E

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SHEET KEYNOTES

WILL NEED TO BE GROUND FLUSH WITH EXTERIOR SURFACE OF ARMOR.

OR OTHER SIMILAR MULTI-PART FABRICATIONS. OUTSIDE RADIUS WELDS

12" DIAMETER PIPE CUT TO RADIUS OR INCREASE THE BEND RADIUS TO 9"

IF NECESSARY TO MAKE CORNER BEND (6" RADIUS) CONTRACTOR MAY USE 1.

3"0 6"1-1/2"

6"0 3" 1' 3"0 6"1-1/2" 3"0 6"1-1/2"

A-302

H5

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3/4"x8" CONCRETE STUDS

BACKING BAR SIDE

120°

NO BACKING BAR SIDE

ALIGNED WITH STUDS

BOLT HOLES; HOLES

BACKERPLATE WITH

/8

1/2" PL

19 SPACES @ 2'-0" = 38'-0"

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

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US Army Corps

U .S

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A1

WELDED STUD PLATE LAYOUT

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

BILL OF MATERIALS

MARK NO QTY DESCRIPTION MATERIAL

S-510-A1 3 WELDED STUD PLATE ASTM A36

S-510

W E

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P L

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D E

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0 4' 8'2'

S-501

K1

S-501

K1

S-501

A1

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2"Ø GROUT HOLE

R

4'-4"

1'-4" 1'-4"1'-8"

2"

R

1" R

9"

9"

1'-4 3/4"

2"

R

1" R

Ø 2" GROUT HOLE

AND BOTTOM

WITH 1" RADIUS TOP

12"Ø STEEL PLATE

519 GRADE 4130 SR

WALL THICKNESS ASTM

8 3/8" OD STEEL TUBING 1"

ASTM 519 GRADE 4130 SR

1" WALL THICKNESS

8 3/8" OD STEEL TUBING

A1

BENT BAR ANCHOR DETAIL

/2

'-2

1'- 0"

'-1

/2

#11 BENT BAR

6"R

6" R

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

A

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US Army Corps

U .S

A

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SEE NOTE 1

AWS D1.1

FULL PENETRATION

PLAN

OF TOP PLATE)

(ALL SURFACES

SEE NOTE 1

AWS D1.1

FULL PENETRATION

CL ELEVATION

CL END VIEW

J1

DETAIL - CHECK POST

3/4"=1'-0"SCALE:

A12

DETAIL - KEVEL

3/4"=1'-0"SCALE:

S-512

K E

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ALL CHECK POSTS AND KEVELS MUST BE FILLED WITH GROUT. 2.

FOR TUBULAR CONNECTIONS.

PJP. FULL PENETRATION. 100% MT. USE AWS D1.1 ACCEPTANCE CRITERIA 1.

GENERAL SHEET NOTES

2'0 1' 4'

2'0 1' 4' 2'0 1' 4'

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W8X31

GROUT

W8X31

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3/4" Ø HOLE

PL 3/4"X14"X14"

1 1/2 "11"1 1/2 "1

/2

FIXTURE.

NAVIGATION LIGHT

SOLAR POWERED

W8X31

FEATURE INTEGRAL TO FIXTURE

ANTI-BIRD / ANTI-WILDLIFE SPIKE

/2

/8

7" Ø

ANCHOR AND NUT

POST-INSTALLED EPOXY

5/8" HOT-DIPPED GALVANIZED

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®of Engineers

US Army Corps

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1/4"

1/4"

ELEVATION END VIEW

A1

LIGHT STAND AND LIGHT

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

A10

DETAIL - LIGHT

SCALE: 6" = 1'-0"

H1

LIGHT STAND

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

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LIGHT STAND BASE

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

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DIPPED GALVANIZED STEEL.

ALL ANCHOR BOLTS, MOUNTING BOLTS, WASHERS, AND NUTS MUST BE HOT 3.

ASSEMBLY.

HOT-DIP ENTIRE FABRICATED STEEL STAND AFTER COMPLETING ITS 2.

ALL STEEL SHALL BE ASTM A36 UNLESS OTHERWISE NOTED.1.

GENERAL SHEET NOTES

1' 2'0 6" 1' 2'0 6"

1' 2'0 6"

SHEET KEYNOTES

FIXTURE TO THE STEEL STAND.

GALVANIZED MOUNTING BOLTS AND HARDWARE TO SECURE THE LIGHT

STRUCTURAL STEEL SUPPORT SURFACES. PROVIDE HOT-DIPPED

COMPOUND TO ALL FIELD DRILLED, CUT, OR SCATCHED (MARRED)

THE ACTUAL LIGHT FIXTURE PROVIDED. APPLY COLD-GALVANIZING

PROVIDE MOUNTING HOLES IN SPECIFIC CUSTOM LOCATIONS TO FACILITATE 3.

MAINTENANCE INSTRUCTIONS AS NECESSARY AND AVAILABLE

- PROVIDE PRODUCT INFORMATION INCLUDING OPERATION AND PERIODIC

- ALSO SEE TECHNICAL SPECIFICATIONS SECTION 26 56 00

WITHOUTH RECHARGING SUNLIGHT

MANUFACTURER TO PROVIDE NOT LESS THAN THREE (3) DAYS OPERATION

- BATTERIES: NIMH TYPE, AMP-HOURS SIZED AND DETERMINED BY

- MATERIALS: NON-FERROUS METALS AND UV STABILIZED POLYCARBONATE

- ANTI-WILDLIFE OR ANTI-BIRD SPIKE: INTEGRAL BY MANUFACTURER

- SURGE PROTECTION: INTEGRAL PROVIDED BY MANUFACTURER

- CONTROL: INTEGRAL DUSK ON-TO-DAWN OFF BY MANUFACTURER

OF 360 DEGREES

- VISIBLE RANGE: 2 NAUTICAL MILES (NM) MINIMUM IN HORIZONTAL OUTPUT

- FLASHING: CONTINUOUS, A.K.A. NO FLASHING

- COLOR: RED COLOR LIGHT

- ENVIRONMENT RATING: IP68 (NEMA 4X) OR BETTER

PANEL AND BATTERY(IES)

- POWER SOURCE: INTEGRAL SOLAR POWERED WITH INTEGRAL SOLAR

LIGHT WITH THE FOLLOWING REQUIREMENTS:

PROVIDE ONE NEW STAND-ALONE, LED STYLE, SOLAR MARINE NAVIGATION 2.

STRUCTURAL STEEL STAND.

PROVIDE ONE MARINE NAVIGATION LIGHT FIXTURE ATOP NEW FABRICATED 1.

3"0 6"1-1/2"

S-513

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