W912EK22R0018 Drawings - FRONT.pdf

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APPROVAL RECOMMENDED BY:

DATE

DATE

DATE

DATE

DATE

GEOTECHNICAL BRANCHCHIEF,

DESIGN BRANCHCHIEF,

TECHNICAL SERVICES BRANCHCHIEF,

ENGINEERING & CONSTRUCTION DIVISIONCHIEF,

HYDROLOGY & HYDRAULICS BRANCHCHIEF, OF ALL DRAWINGS IN THIS SET.

SIGNATURES INDICATE OFFICIAL RECOMMENDATION

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

DOCUMENTS WITHIN THE SCOPE OF THEIR

INDIVIDUALS APPEAR ON THESE PROJECT

SIGNATURES AND REGISTRATION DESIGNATIONS OF

DISTRICT CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND

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ISSUE DATE: MAY 2022

CONTRACT/TASK ORDER NO:

SOLICITATION/MATOC/SATOC NO:

MITER GATE INSTALLATION AND MACHINERY REPLACEMENT

JOLIET, IL

BRANDON ROAD L&D

ILLINOIS RIVER BASIN

ROCK ISLAND DISTRICT

W E

K

R

W912EK22R0018

®of Engineers

US Army Corps

U .S

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P S O

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IN

E E

R S of Engineers

US Army Corps

LOCATION MAP VICINITY MAP

CONTROL STAND REPLACEMENTCTRL STND

MITER GATE MACHINERY ELECRICALELECMACH

MITER GATE MACHINERY REPLACEMENTMGMACH

MITER GATE INSTALLATIONMGINSTALL

DESCRIPTIONPLAN SET ID

PLAN SET INDEX

STRUCTURAL NOTESS-001

PLAN - MITER GATE ANCHORAGE BASELINE SURVEYV-130

PLAN - MITER GATE MACHINERY BASELINE SURVEYV-120

PLAN - SURVEY CONTROLV-101

PLAN - GENERAL SITE PLANG-101

ABBREVIATIONSG-004

DRAWING SET LAYOUT, SHEET TYPE DESIGNATORS, GENERAL NOTES AND LEGENDG-003

INDEX OF DRAWINGSG-002

COVER SHEETG-001

SHEET TITLESHEET ID

SHEET INDEX

LOCATION

PROJECT

LOCATION

PROJECT

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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

COURSE(S)CRS

CROSS GRAINCRG

CORROSIVE RESISTANT STEELCRES

CIRCUMFERENCECRCMF

CARPETCPT

COMPRESSIBLECPRS

COVERCOV

CORRIDORCORR

CONTRACTORCONTR

CONTINUE CONT

CONSTRUCTIONCONSTR

CONNECTCONN

CONCRETECONC

COMPARTMENTCOMPT

COMBUSTIONCOMB

COMMONCOM

COLUMNCOL

CARBON DIOXIDECO2

CLEANOUTCO

COUNTERCNTR

CORNERCNR

CONDUCTIVE NEOPRENE LATEXCNL

CONDUITCND

CONCRETE MASONRY UNITCMU

COMPOSITECMPST

CORRUGATED METAL PIPECMP

CENTIMETER(S)cm

CLEAR WIRED GLASSCLWG

CLEAR(ANCE)CLR

CLOSURECLOS

CLOSETCLO

CONTRACT LIMIT LINECLL

CLEAR GLASSCLGL

CEILING HEIGHTCLG HT

CEILINGCLG

CENTER LINECL

CIRCUIT BREAKERCKT BRKR

CIRCUITCKT

CONSTRUCTION JOINTCJ

CONTROL JOINTCJ

CIRCULARCIRC

CAST-IN-PLACECIP

CURB INLETCI

CAST IRONCI

CHROME PLATEDCHR PL

CHECKCHK

CHIMNEYCHIM

CHAMFERCHFR

CHALKBOARDCH BD

CORNER GUARDCG

CUBIC FEET PER MINUTECFM

COUNTERFLASHINGCFLG

CONDUCTIVE FLOORINGCFI

CERAMICCER

CEMENT PLASTERCEM PLAS

CEMENTCEM

COVER ELEVATIONCE

CLOSED CIRCUIT TELEVISIONCCTV

CUBICLE CURTAIN TRACKCCT

CATCH BASINCB

CAPACITYCAP

CABINETCAB

BOTH WAYSBW

BUILT-UP ROOFINGBUR

BETWEENBTWN

BTU PER HOURBtuH

BRITISH THERMAL UNITBtu

BASEMENTBSMT

BOTH SIDESBS

BRONZEBRZ

BRACKETBRKT

BRICKBRK

BEARING PLATEBRG PL

BEARINGBRG

BRIDGINGBRDG

BRACINGBRCG

BACK PLASTER(ED)BP

BOTTOMBOT

BOTTOM OFBO

BENCHMARKBM

BELOWBLW

BUILDINGBLDG

BUILDING LINEBL

BED JOINTBJT

BITUMINOUSBITUM

BEVELBEV

BRICK EXPANSION JOINTBEJ

BOUNDARYBDRY

BOARDBD

BOOKCASEBC

BULLETIN BOARDBB

ACOUSTICAL WALL TREATMENTAWT

AMERICAN WIRE GAUGEAWG

AVERAGEAVG

AUTOMATICAUTO

ACOUSTICAL TILE CEILINGATC

ASPHALTASPH

ABOVE SUSPENDED CEILINGASC

ASBESTOSASB

AMERICAN REFRIGERATION INSTITUTEARI

ARCHITECTARCH

APPROXIMATEAPPROX

APPROVEDAPPD

AMERICAN NATIONAL STANDARDS INSTITUTEANSI

ANODIZEANOD

AMPEREAMP

AMBIENTAMB

ALUMINUMALUM

ALTERNATEALT

ACTIVE LEAFA.L.

AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC

AMPERE INTERRUPTING CAPACITYAIC

AREA INLETAI

AIR HANDLING UNITAHU

ANCHOR AHR

AGGREGATEAGGR

ABOVE FINISHED FLOORAFF

AUTOMATIC DOOR OPERATORADO

ADJACENT, ADJOINING, ADJUSTABLEADJ

ADHESIVEADH

ADDENDUMADDM

ACOUSTICAL CEILING TILEACT

ACOUSTICACST

ALUMINUM CABLE STEEL REINFORCEDACSR

ACCESS PANELACS PNL

ACCESS DOORACS DR

ACRYLIC PLASTICACR

AMERICAN CONCRETE INSTITUTEACI

ACCESSIBLEACC

ALTERNATING CURRENTAC

ABOVEABV

ANCHOR BOLTAB

AIR CONDITIONING UNITA/C UNIT

AIR CONDITIONINGA/C

ANGLEL

LIGHTWEIGHTLT WT

LIGHTLT

LAWN SPRINKLERLS

LIVING ROOMLR

LOW POINTLPT

LIGHTPROOF LOUVERLPL

LIGHTPROOF DOORLPD

LIGHTPROOFLP

LONGITUDINALLONG

LINTELLNTL

LIMESTONELMST

LUMENLM

LEAD-LINED DOORLLD

LIVE LOADLL

LOCKERLKR

LINEARLIN

LEFT HAND(ED)LH

LENGTHLG

LOADINGLDG

LOADLD

LIGHT CONTROLLC

LUMBERLBR

LABELLBL

POUNDLB

LAG BOLTLB

LAVATORYLAV

LAUNDRYLAU

LEAVING AIR TEMPERATURELAT

LAMINATELAM

LADDERLAD

LABORATORYLAB

KEYWAYKWY

KILOWATTkW

KILOVOLT AMPERES REACTIVEkVAR

KILOVOLT AMPERESkVA

KILOVOLTSkV

KILOMETERkm

KICKPLATEKPL

KNOCKOUT PANELKOP

KITCHENKIT

KILOPOUND (1000 POUNDS)KIP

JOINTJT

JOISTJST

JUNCTIONJCT

JUNCTION BOXJ-BOX

JANITOR’S CLOSETJAN CLO

INSIDE PIPE SIZEI.P.S.

IRON PIPE SIZEIPS

IRON PIPEIP

INVERTINV

INTERMEDIATEINTM

INTERIORINT

INSULATIONINSUL

INSULATING FILLINSF

INCLUDEDINCL

INCINERATORINCIN

INCHIN

INTERLOCKILK

ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICAIESNA

INSIDE DIAMETERID

INTERCOMIC

HERTZHz

HYDRAULICHYDR

HEATING, VENTILATING AND AIR CONDITIONINGHVAC

HEATERHTR

HEATINGHTG

HEIGHTHT

HOUSEKEEPINGHSKPG

HIGH-STRENGTH GYPSUM PLASTERHSGYP

HIGH STRENGTHHS

HOURHR

HIGH POINTHPT

HORSEPOWERHP

HIGH PRESSUREHP

HORIZONTALHORIZ

HANDRAILHNDRL

HOLLOW METALHM

HOOK(S)HK

HANDHOLEHH

HEXAGONHEX

HIGH EARLY-STRENGTH CEMENTHES

HARDWOODHDWD

HARDWAREHDW

HEADERHDR

HEAD JOINTHD JT

HARDBOARDHDBD

HEAVY DUTYHD

HEADHD

HANDICAPPEDHCP

HALON CONTAINMENT DAMPERHCD

HOLLOW COREHC

HOSE BIBBHB

GYPSUM PLASTERGYP PLAS

GYPSUM BOARDGYP BD

GYPSUMGYP

GLAZED WALL TILEGWT

GROUTGT

GLAZED STRUCTURAL UNITSGSU

GLAZED STRUCTURAL TILEGST

GRATINGGRTG

GRADE LINEGR LN

GRANITEGRAN

GYPSUM TILEGPT

GALLONS PER MINUTEGPM

GOVERNMENTGOVT

GROUNDG

GLAZED CONCRETE MASONRY UNITSGLZ CMU

GLAZINGGLZ

GLASS FIBERGLF

GLASS BLOCKGL BLK

GLASSGL

GASKET(ED)GKT

GALVANIZED IRON PIPEGIP

GALVANIZED IRONGI

GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLEDGFE/CI

GOVERNMENT-FURNISHED EQUIPMENTGFE

GROUND FAULT CIRCUIT INTERRUPTERGFCI

GROUND FACEGF

GENERALGEN

GENERAL CONTRACTORGC

GRAB BARGB

GALVANIZED STEELGALV STL

GALVANIZEDGALV

GALLON(S)GAL

GAGEGA

NATURAL GASG

FABRIC WALL COVERINGFWC

FIRE WATERFW

FUTUREFUT

FURRINGFURG

FOOTINGFTG

FEETFT

FASTEN(ER)FSTNR

FULL SIZEFS

FIRE-RETARDANTFRT

PRESSED STEELP.S.

PIPE SPACEPS

PRESSURE-REGULATING VALVEPRV

PROJECTPROJ

PARKINGPRKG

PREFORMEDPREFMD

PREFINISHEDPREFIN

PREFABRICATE(D)PREFAB

PAIRPR

PARTS PER MILLIONPPM

POLISHED PLATE GLASSPPGL

PORTABLEPORT

PORCELAINPORC

POLISHEDPOL

PAINT(ED)PT

PANELPNL

PLYWOODPLYWD

PLATE GLASSPL GL

PILINGPLG

POUNDS PER LINEAR FOOTPLF

PLUMBINGPLBG

PLATFORMPLAT

PLASTERPLAS

PLASTIC LAMINATEPLAM

PROPERTY LINEPL

PLATEPL

POST INDICATING VALVEPIV

PREFAB ISOLATION POWER UNITPIPU

POINT OF INTERSECTIONPI

PHARMACYPHAR

PHASEPH

PERIMETERPERIM

PERFORATE(D)PERF

PEDESTALPED

PAVEMENT DRAINPD

CEMENT PLASTER (PORTLAND)PCP

POUNDS PER CUBIC FOOTPCF

PRECAST CONCRETEPCC

PIECEPC

PUSH BUTTON STATIONPBS

PARTICLE BOARDPBD

PANIC BARPB

PARALLELPAR

PUBLIC ADDRESSPA

POLEP

OBSCURE WIRED GLASSOWGL

OUTSIDE SCREW AND YOKEOS & Y

OPERATIONSOPS

OPAQUEOPQ

OPPOSITEOPP

OPENINGOPNG

OPPOSITE HANDOPH

OVALHEAD WOOD SCREWOHWS

OVALHEAD MACHINE SCREWOHMS

OVERHEADOH

OBSCURE GLASSOGL

OFFICEOFC

OUTSIDE DIAMETEROD

ON CENTER EACH WAYOCEW

ON CENTEROC

OBSERVATION WINDOWOBW

OBSCUREOBSC

OUTSIDE AIROA

NOT TO SCALENTS

NOT REQUIREDN’’REQD

NOISE REDUCTION COEFFICIENTNRC

NOISE REDUCTIONNR

NOMINALNOM

NUMBERNO

NORMALLY OPENNO

NONMETALLICNM

NEOPRENE LATEXN.L.

NAILABLENL

NOT IN CONTRACTNIC

NICKELNi

NATIONAL FIRE PROTECTION ASSOCIATIONNFPA

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNEMA

NATIONAL ELECTRICAL CODENEC

NORMALLY CLOSEDNC

NATURALNAT

NORTHN

MULLIONMULL

MOVABLEMVBL

METALMTL

METAL FURRINGMTFR

MOUNTEDMTD

MOUNTMT

METAL THRESHOLDMT

MACHINE SCREWSMS

METAL ROOF DECKINGMRD

MARBLE BASEMRB

MOP RECEPTORMR

MOVABLE PARTITIONMP

MOTORMOT

MODIFIEDMOD.

MODULARMOD

MASONRY OPENINGMO

MATERIAL NOT IN CONTRACT (INSTALLATION BY CONTRACTOR)MNIC

MILLIMETER(S)mm

MILLWORKMLWK

MOULDINGMLDG

MONOLITHICML

METAL LATHML

MISCELLANEOUSMISC

MIRRORMIRR

MINIMUMMIN

MALLEABLE IRONMI

MANHOLEMH

MATTE-GLAZED TILEMGT

MOTOR GENERATORMG

MANUFACTURERMFR

MANUFACTURINGMFG

METAL FLOOR DECKINGMFD

METAL EDGE STRIPMES

MEMBRANEMEMB

MEDIUMMED

MECHANICAL ROOMMECH RM

MECHANICALMECH

METAL DIVIDER STRIPMDS

METAL-CASED OPENINGMCO

MASONRY CONTROL JOINTMCJ

MEDICINE CABINETMC

MEMBERMBR

MACHINE BOLTSMB

MAXIMUMMAX

MATERIAL(S)MATL

MASONRYMAS

MACHINEMACH

MATCHED AND BEADEDM&B

METER(S)m

LEAVING WATER TEMPERATURELWT

LIGHTWEIGHT CONCRETELWC

LOUVERLVR

LIGHTNINGLTNG

LIGHTINGLTG

TRUSS HEADTH

TOGGLETGL

TONGUE AND GROOVET&G

TERMINALTERM

TERRAZZOTER

TEMPORARYTEMP

TEMPERATURETEMP

TELEPHONETEL

TERRA COTTATC

TOWEL BARTB

TANGENTTAN

TREADT

SYSTEMSYS

SYNTHETICSYNTH

SYMMETRICALSYMM

SWITCHBOARDSWBD

SWITCHSW

SHEET VINYL SV

SUSPENDEDSUSP

SUBFLOORSUB FL

STAIRWAYSTWY

STRUCTURALSTRUCT

STRINGERSTR

STATIC PRESSUREST PR

STORAGESTOR

STEELSTL

SEATINGSTG

STANDARDSTD

STATIONSTA

STAINLESS STEELSST

STANDING SEAM (ROOF)SS

SERVICE SINKSS

SHELF AND RODS&R

SQUARE HEADSQHD

SQUARESQ

SPEAKERSPKR

SPACE HEATERSPH

SPECIAL FINISHSP FIN

SOUNDPROOFSPF

SPECIFICATIONSPEC

SOUNDPROOF DOORSPD

SPECIALSPCL

SPACERSPC

SHUT OFF VALVESOV

SHEET METAL SCREWSSMS

SHEET METALSM

SLEEVESLV

SEALANTSLNT

SKYLIGHTSKLT

STEEL JOIST INSTITUTESJI

SIMILARSIM

SHELVINGSHV

SHEATHINGSHTHG

SHEETSHT

SHOULDERSHLDR

SHEET GLASSSG

STRUCTURAL FACING UNITSFU

STRUCTURAL FACING TILE UNITSFTU

SAFETY GLASSSFGL

SEQUENCESEQ

SECTIONSECT

STEEL DOOR INSTITUTESDI

STORM DRAINSD

STRUCTURAL CLAY TILESCT

SCREENSCRN

SCHEDULESCHED

SELF-CONSOLIDATING CONCRETESCC

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

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

ABBREVIATIONS

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C K I S

L A

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C K I S

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T R

IC

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N D L

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S H

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T T

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N A

T O

R S

D R

A W

IN

G S

E T L

A Y

O U

T

G-003

A

R O

D R

IG

U E

Z

B .A

N D

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S

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S-101

Sheet ID

PLAN SET ID

SHEET NUMBER WITHIN PLAN SET

SEQUENCIAL NUMBER

SHEET TYPE DESIGNATIONS

PLAN SET ID

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

CAD STANDARDS. SHEET TYPE DESIGNATORS ARE AS SHOWN ON THIS SHEET.

THE THIRD PLACEHOLDER IS THE SHEET TYPE DESIGNATOR, WHICH FOLLOWS THE NATIONAL D.

WHICH THE SHEET WAS DEVELOPED BY.

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

REFERENCE.

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 ITHE 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 PLAN SET.

THE DRAWING SET IS DIVIDED 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.

ELECTRICAL, CIVIL, ARCHITECTURAL, ETC)

DISCIPLINE (STRUCTURAL, MECHANICAL,

LEGEND

INDICATES GROUT

MONOLITH NUMBER

INDICATES REMOVAL OF CONCRETE

INDICATES STEEL IN SECTION

INDICATES NEW CONCRETE IN SECTION

MARK NUMBER

A KEYNOTE

INDICATES GRANULAR SURFACE

INDICATES AREA OF GRASS

INDICATES AREA OF SAND

INDICATES EXISTING CONCRETE TO REMAIN

INDICATES ROCK

GENERAL NOTES

"REPLACE" INDICATES REMOVE AND NOT REUSE EXISTING. "REINSTALL" INDICATES TO REUSE EXISTING.13.

CONTRACTING OFFICER.

REMOVAL OF LOCK OPERATING EQUIPMENT PRIOR TO LOCK CLOSURE REQUIRES WRITTEN APPROVAL FROM THE 12.

BY THE CONTRACTING OFFICER.

CONTRACTING OFFICERS REPRESENTATIVE. RELOCATE AND RESTORE SUCH UTILITIES AS REQUIRED AND APPROVED

BY THE CONTRACTORS ACTIVITIES TO BE REPAIRED AT THE CONTRACTORS EXPENSE AS APPROVED BY THE

PROPER NOTIFICATION/LOCATE PROCEDURE PRIOR TO EXCAVATION, AS REQUIRED BY LAW. ANY DAMAGE CAUSED

UTILITIES NOT SHOWN IN THESE PLANS MAY BE ENCOUNTERED DURING CONSTRUCTION ACTIVITIES. FOLLOW THE 11.

RIVER.

PROVIDE MEANS TO CAPTURE CONCRETE AND OTHER MATERIAL REMOVED FROM THE LOCK BEFORE IT ENTERS THE 10.

LEAKAGE FOR CONCRETE PLACEMENT.

EXISTING MONOLITH JOINTS MAY NOT BE WATER TIGHT AND MAY LEAK VARIOUS AMOUNTS OF WATER. CONTROL THIS 9.

ERECTION OF CONCRETE FORMWORK. ALL OF THESE COMPONENTS TO BE SEPARATE FROM CONCRETE FORMWORK.

PLACE AND SECURE IN POSITION ALL ARMOR, ANCHORS, REINFORCING, EMBEDDED METALS, ETC. PRIOR TO 8.

OTHERWISE NOTED. CUT/SAW ARMOR AT CONCRETE REMOVAL LIMITS.

EXISTING ARMOR WITHIN THE LIMITS OF CONCRETE REPLACEMENT TO BE REMOVED AND REPLACED UNLESS 7.

WELDING CODE.

WELDING SYMBOLS ARE IN CONFORMANCE WITH THE NOTATION OF THE AWS. FOLLOW THE LATEST APPLICABLE 6.

BASED PAINT TO BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS.

LEAD-BASED PAINT IS PRESENT ON ALL METAL SURFACES WITHIN THE WORK AREA. ALL WORK ON AREAS WITH LEAD-5.

CURE TIMES FOR CONCRETE TO BE INCLUDED WITHIN THE NAVIGATION CLOSURE PERIOD.4.

ARMOR IS PRESENT TO ENSURE ARMOR IS CUT.

WHEN NOT SHOWN ON THE DRAWINGS. A 6" MINIMUM SAWCUT IS REQUIRED ON ALL VERTICAL SURFACES WHERE

A 3-INCH MINIMUM SAWCUT, UNLESS NOTED OTHERWISE, IS REQUIRED ON ALL CONCRETE REMOVAL AREAS EVEN 3.

EXISTING STRUCTURES.

GRINDING NECESSARY FOR FITTING AND SEALING FORMWORK, COFFERDAMS, AND AFFIXING NEW FEATURES TO

CONTRACT DRAWINGS AND AS-BUILTS. PROVIDE MINOR MATERIALS AND ADJUSTMENTS TO INCLUDE SHIMS AND

OF PLUMB, BE SLIGHTLY OFF IN LOCATION, OR SLIGHTLY OFF DIMENSIONALLY FROM THAT INDICATED IN THE

TO PLACEMENT OF NEW STRUCTURES, ASSEMBLIES, AND CONCRETE. EXISTING FEATURES AT THE LOCK MAY BE OUT

REFERENCE DRAWINGS SUPPLEMENTED BY FIELD SURVEY AND MUST BE VERIFIED. CONFIRM ALL DIMENSIONS PRIOR

THE DIMENSIONS, STATIONS, ELEVATIONS AND FEATURES PROVIDED IN THE CONTRACT DRAWINGS ARE BASED ON 2.

MEAN SEA LEVEL 1912 VERTICAL DATUM, (MSL 1912), BASED ON REFERENCE PLAN DOCUMENTS.

ALL PLANS AND ELEVATIONS SHOWN, EXCEPT FOR THOSE SPECIFICALLY NOTED OTHERWISE, ARE REFERENCED TO 1.

DRAWING SET LAYOUT

HORIZONTAL CONTROL POINT

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AND MOORING. THE USE OF FREE FALLING SPUD POLES IS PROHIBITED.

SPUD POLES WITH CONTROLLED LOWERING CAN BE USED FOR ANCHORING

INDICTATED. THE CONTRACTOR SHALL VERIFY WATER DEPTHS AS NEEDED.

AVAILABLE CONTRACTOR FLEETING AND MOORING AREAS ARE AS 4.

THAT ACCESS TO THE L&D FACILITIES ARE NOT BLOCKED.

THE CONTRACTOR SHALL OCCUPY THE STAGING AND PARKING AREAS SO 3.

LOCKMASTER.

ACCESS THROUGH FENCING GATES AS NEEDED WITH THE COR AND L&D

PROJECT ACCESS IS AS INDICATED. THE CONTRACTOR SHALL COORDINATE 2.

IN TOTAL WITH TRAILERS AND VEHICLES.

OCCUPY MORE THAN HALF OF THE PARKING LOT NORHT OF THE LOCKHOUSE

BE COORDINATED WITH THE COR AS NEEDED. CONTRACTOR MAY NOT

LOCATIONS WITH THE COR. ADDITIONAL PARKING IS AVAILABLE AND SHOULD

ARE AS INDICATED. THE CONTRACTOR SHALL COORIDINATE THE EXACT

GOVERNMENT AND CONTRACTOR STAGING, TRAILER, AND PARKING AREAS 1.

GENERAL SHEET NOTES

PROJECT ACCESS

SECONDARY

(APPROX. 120'X200')

AND MOORING AREA. SEE NOTES.

AVAILABLE CONTRACTOR FLEETING

CHAMBER

LOCK

MOORING CELL (TYP)

US R

OUTE

B R

A N

D O

N R

O A

D

ACCESS ROAD TO LANDSIDE OF LOCK

MAINTENANCE BUILDING

EARTH DAM

SLUICE GATE

HEAD GATE

TAINTER GATE

ILLINOIS RIVER

ILLINOIS RIVER

ACCESS ROAD TO RIVERSIDE OF LOCK

FLOW

FLOW

LOCK

ABANDONED

PRIVATE STRINGOUT

RIVER WALL

AREA

CONTRACTOR STAGING

AREA

CONTRACTOR STAGING

NOTES

DO NOT BLOCK ACCESS, SEE

(APPROX. 24'X70')

PARKING AREA

ADDITIONAL CONTRACTOR

(APPROX. 50'X85')

NOTES.

TRAILER AND PARKING AREA. SEE

GOVERNMENT AND CONTRACTOR

STANDS

UPSTREAM CONTROL

CONTROL STANDS

DOWNSTREAM

MACHINERY PITS

DOWNSTREAM

MACHINERY PITS

DOWNSTREAM

MACHINERY PITS

UPSTREAM

MACHINERY PITS

UPSTREAM

MITER GATE INSTALLATION

ACCESS

PRIMARY PROJECT

SCALE : NTSA1

PLAN - GENERAL SITE

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CONVERT VERTICAL DATUM FROM NAVD 88 TO MSL 1912 BY ADDING 0.78 FEET. 4.

CONVERT VERTICAL DATUM FROM NAVD 88 TO NAVD 1929 BY ADDING 0.3 FEET.3.

EAST; VERTICAL DATUM: NAVD88; GEOID 18.

HORIZONTAL DATUM : NAD83 (2011) STATE PLANE COORDINATES (1201) ILLINOIS 2.

IWW-PS-3A; FC-20-2 PGS 20-34; FC-10-1 PGS 32-39.

SURVEY CONTROL FIELD WORK WAS COMPLETED JUNE 3, 2021. FIELDBOOK 1.

GENERAL SURVEY NOTES

A1

SCALE: 1"=200'-0"

SITE PLAN - SURVEY CONTROL

400'0 200'

N

BR1

BR2

IWW-II

D E S P

LA

IN

E S R

IV

E R

BNSF

RAIL

WAY

B R

A N

D O

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O A

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CSX TRANSPORTAT

ION

I&M

CANAL

B R

A N

D O

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O C

K

BRANDON R

OAD D

AM S

PIL

LWAY

BNSF

R

AI

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U.S . H

IG

HWAY 6

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H A N

N E L

3.5" USACE ALLUMINUM CAP STAMPED "BR2" SET ON 5/8" REBAR DRIVEN TO REFUSAL541.181047267.101762322.62BR2

3.5" USACE ALLUMINUM CAP STAMPED "BR1" SET ON 5/8" REBAR DRIVEN TO REFUSAL542.461047318.171761566.49BR1

3.5" USACE BRASS CAP STAMPED "IWW-1"542.191047491.701761927.50IWW-11

DESCRIPTIONELEVATIONEASTINGNORTHINGPOINT

SURVEY CONTROL POINTS

BRANDON ROAD DAM

J.

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SPECIFICATION SECTION 02 21 00 FOR SURVEY REQUIREMENTS.

SURVEY LOCATIONS ARE SHOWN IN THE KEYNOTES BELOW. ALSO SEE 7.

SHOWN FOR CLARITY.

THERE IS STEEL TREAD PLATE WHICH COVERS THIS MACHINERY, AND NOT 6.

PLAN VIEW SHOWN IS FOR THE LAND WALL, IWALL IS OPPOSITE HAND.5.

AREAS ON THE I-WALL.

BASELINE SURVEYS. TWO MACHINERY AREAS ON THE LAND WALL AND TWO

THERE ARE FOUR MITER GATE MACHINERY AREAS WHICH REQUIRE 4.

WITHIN 30 DAYS OF THE COMPLETION OF THE SURVEY.

ALL SURVEY INFORMATION SHALL BE SUBMITTED TO THE GOVERNMENT 3.

ALL INFORMATION SHALL BE PROVIDED IN THE MSL 1912 DATUM.2.

TO RESET MACHINERY COMPONENTS.

CONTRACTOR SHALL DETERMINE AND SURVEY ALL DIMENSIONS REQUIRED

DIMENSIONS REQUIRED TO REPLACE ALL OF THE MACHINERY COMPONENTS.

WORK. THE REQUIREMENTS SHOWN MAY NOT REFLECT ALL NECESSARY

MEASUREMENTS SHALL BE TAKEN PRIOR TO COMMENCEMENT OF ANY

TO ALLOW INSTALLATION OF THE NEW MACHINERY IN THE SAME LOCATION.

LOCATION OF EXISTING MITER GATE OPERATIING MACHINERY COMPONENTS

THE WORK DESCRIBED ON THIS SHEET IS TO ESTABLISH THE BASELINE 1.

GENERAL SHEET NOTES

SHEET KEYNOTES

CENTERLINE AND ELEVATION OF EMBEDDED PINTLE BASE.12.

LOCATION OF CENTERLINE OF GATE PIN AT BOTH MITER AND RECESS.11.

CONCRETE ELEVATION10.

MACHINERY BASE ELEVATIONS9.

MACHINERY RECESS ELEVATION8.

TOP OF WALL ELEVATION7.

LOCATION AND ELEVATION OF GEAR ROLLER CENTERLINE.6.

FIVE EQUAL LOCATIONS EQUALLY SPACED AROUND GEAR PERIMETER.

MANUAL CALCULATION TO GET CENTERLINE OF GEAR TEETH. SURVEY AT

TOP OF GEAR TEETH, MEASUREMENT OF GEAR TOOTH HEIGHT, AND A

ELEVATION OF CENTERLINE OF CRANK GEAR TEETH. SURVEY SHOULD BE TO 5.

MITER POSITION.

ELEVATION OF THE STRUT ARM AT EACH END IN BOTH THE RECESS AND 4.

LOCATION OF TAPER PIN CENTERLINE IN BOTH RECESS AND MITER POSITION.3.

MACHINERY REMOVAL ON TOP OF WALL.

LOCATION OF PINION GEAR CENTERLINE. THIS MAY HAVE TO OCCUR AFTER 2.

LOCATION OF CRANK GEAR CENTER PIN.1.

66 5

EL 543.00

A1

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

MITER GATE MACHINERY - BASELINE SURVEY

4'0 2' 8'

K1

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

MITER GATE MACHINERY - BASELINE SURVEY

4'0 2' 8'

MITER POSITION

STRUT ARM IN

RECESS POSITION

STRUT ARM IN

CALCULATED DISTANCE FROM DATA OF MACHINERY AND PINTLE SURVEYS

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3 4

6 510

65 4

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A1

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

PLAN - MITER GATE ANCHORAGES BASELINE SURVEY

A8

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

SECTION - PRIMARY ANCHORAGE

H1

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

SECTION - SECONDARY ANCHORAGE

0 4' 8'2' 0 2' 4'1'

0 2' 4'1'

SHEET KEYNOTES

ELEVATION OF TOP OF CHANNEL11.

ELEVATION OF BOTTOM OF CHANNEL10.

ELEVATION OF TOP OF ANCHORAGE BAR9.

ELEVATION OF RECESS8.

ELEVATION AT TOP OF QUOIN BLOCK7.

GATES. THIS MEASUREMENT MAY REQUIRE FEELER GAGES.

GATE IS IN MITER POSITION, BOTH WITH AND WITHOUT HYDRAULIC LOAD ON

GAP BETWEEN WALL QUOIN BLOCK AND GATE QUOIN BLOCK (IF ANY) WHEN 6.

ELEVATION AT TOP OF QUOIN BLOCK5.

DETERMINE DISTANCE BETWEEN GUDGEON PIN AND ANCHORAGE PIN4.

LOCATE CENTER OF GUDGEON PIN3.

LOCATION OF EXISTING EMBEDDED ANGLES2.

TOP OF WALL ELEVATION1.

SURVEY LOCATIONS ARE SHOWN IN THE KEYNOTES BELOW.6.

IS OPPOSITE HAND.

THE PLAN VIEW SHOWN IS FOR THE I-WALL CONFIGURATION, THE LAND WALL 5.

I-WALL.

SURVEYS. ONE ANCHORAGE AREA ON THE LANDWALL AND ONE ON THE

THERE ARE TWO MITER GATE ANCHORAGE AREAS WHICH REQUIRE BASELINE 4.

WITHIN 30 DAYS OF THE COMPLETION OF THE SURVEY.

ALL SURVEY INFORMATION SHALL BE SUBMITTED TO THE GOVERNMENT 3.

ALL INFORMATION SHALL BE REPORTED IN THE MSL 1912 DATUM. 2.

DIMENSIONS REQUIRED TO RESET ANCHORAGE COMPONENTS.

COMPONENTS. CONTRACTOR SHALL DETERMINE AND SURVEY ALL

REFLECT ALL NECESSARY DIMENSIONS REQUIRED TO RESET ANCHORAGE

COMMENCEMENT OF ANY WORK. THE REQUIREMENTS SHOWN MAY NOT

LOCATION. MEASUREMENTS SHALL BE TAKEN PRIOR TO THE

INSTALLATION OF THE NEW ANCHORAGE COMPONENTS IN THE SAME

LOCATION OF THE EXISTING MITER GATE ANCHORAGES TO ALLOW

THE WORK DESCRIBED ON THIS SHEET IS TO ESTABLISH THE BASELINE 1.

GENERAL SHEET NOTES

4 6

10 1098

10 1098

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GENERAL STRUCTURAL NOTES STRUCTURAL STEEL NOTES CONCRETE NOTES REINFORCING NOTES

SLAB JOINTS SHALL BE WATERTIGHT.

CONTRACTING OFFICER. CONSTRUCTION JOINTS FOR WALL TO

CONSTRUCTION JOINT LOCATIONS SHALL BE APPROVED BY THE

INTEGRITY OF THE CONCRETE STRUCTURE. THESE ADDITIONAL

SHALL BE PLACED AT LOCATIONS LEAST LIKELY TO IMPAIR THE

DRAWINGS. WHERE NOT SHOWN, CONSTRUCTION JOINTS

PROVIDE CONSTRUCTION JOINTS WHERE SHOWN ON THE6.

SPECIFICATION 03 31 00.

STRENGTH (f'c), REFER TOFOR CONCRETE COMPRESSIVE5.

NOTED OTHERWISE.

CHAMFER ALL EXPOSED CONCRETE CORNERS 3/4" UNLESS 4.

AND DURING CONCRETE PLACEMENT.

ACCURATELY POSITIONED AND SECURELY IN PLACE PRIOR TO

PROPERLY PLACE ALL EMBEDDED ITEMS SUCH THAT THEY ARE 3.

SURFACES.

GRADE ABUT CONCRETE, MASONRY, OR STEEL VERTICAL

" THICK JOINT FILLER MATERIAL WHERE SLABS ON2

PROVIDE 2.

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 CONSTUCTION SHALL BE IN ACCORDANCE1.

CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES.

DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH

CONSTRUCTION. NOTIFY THE CONTRACTING OFFICER IF ANY

THE BENCHMARK SHALL BE FIELD-VERIFIED PRIOR TO

FIELD-VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.

ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE 8.

OF THIS WORK.

UNDOCUMENTED CONDITIONS THAT MAY EFFECT THE COMPLETION

NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES OR 7.

EQUIPMENT.

SLEEVES OR HOLES REQUIRED FOR MECHANICAL OR ELECTRICAL

LOCATION AND PLACEMENT OF ANY INSERTS, HANGERS, PIPE

UNLESS OTHERWISE SHOWN OR NOTED, COORDINATE THE 6.

SHOP DRAWINGS UNDER ANY CIRCUMSTANCE.

REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS 5.

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 DIFFERENT 3.

HOLES, HANGERS, AND ANCHORS.

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

DRAWINGS. COORDINATE THE WORK OF OTHER TRADES INCLUDING,

OTHER USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL2.

NOTES, THE SPECIFICATIONS TAKE PRECEDENCE.

IN CASE OF CONFLICT BETWEEN THE SPECIFICATIONS AND THESE 1.

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 SPECIFICATIONS.

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 PAINT (SSPC - PAINT 12,

COAT ALL ALUMINUM IN CONTACT WITH CONCRETE10.

GRIND AREAS, ETC. AS SPECIFIED.

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

OF WELDS UTILIZING THE SAME WELD PROCESS AND FILLET SIZE.

HOLES TO PERMIT WELD WRAPPING TO PREVENT THE INTERSECTION

AS SHOWN IN DETAIL S-001-A1. SUFFICIENTLY SIZE WELD ACCESS

FULLY WRAP ALL FILLET WELDS AROUND THE ENDS OF THE PLATE8.

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 AWS 6.

70 KSI FILLER METALS.

SHALL BE CONDUCTED USING LOW HYDROGEN PROCESSES AND

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

ALL WELDING TO 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.

OTHERWISE SPECIFIED.

ALL BOLTED CONNECTIONS SHALL BE PRETENSIONED UNLESS 3.

SPECIFICATIONS.

PROVIDE MATERIAL IN ACCORDANCE WITH THESE PLANS AND THE 2.

FIFTEENTH EDITION.

ACCORDANCE WITH THE AISC STEEL CONSTRUCTION MANUAL,

STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN1.

2. 2.5 TIMES THE MAXIMUM DIAMETER OF THE REINFORCEMENT.

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

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

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

5. SURFACES EXPOSED TO ABRASION

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

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

2. GREATER THAN 12" AND LESS THAN 24" THICK...............3"

1. 12" OR LESS IN THICKNESS.............................PER ACI 318

A. FORMED AND SCREEDED SURFACES:

REINFORCEMENT EXCEPT AS OTHERWISE INDICATED SHALL BE:

11. MINIMUM CLEAR COVER TO THE NEAREST SURFACE FOR

THE DRAWINGS.

DICTATED BY THE GEOMETRY AND DIMENSIONS SHOWN ON

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 THE 7.

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, EMBEDDED6.

CONTINUOUS ACROSS EXPANSION JOINTS.

CONSTRUCTION JOINTS. REINFORCEMENT SHALL NOT BE

REINFORCEMENT SHALL BE CONTINUOUS ACROSS 5.

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 RESPECTIVELY.

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 318-14A.

UNLESS OTHERWISE NOTED, OF:

CONCRETE SHALL BE GOVERNED BY THE LATEST REVISIONS,

FABRICATION, AND PLACING OF REINFORCING BARS AND

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

8 59 45 77 59

7 51 40 67 52

6 35 27 46 36

5 30 23 39 30

4 24 18 32 24

3 18 14 24 19

TOP OTHER TOP OTHER

SIZE LENGTH, IN. LENGTH, IN.

BAR MIN. DEVELOPMENT MIN. CLASS B LAP

REINFORCEMENT EMBEDMENT AND SPLICE TABLE

HOLES

WELD ACCESS PLATES TYP

END OF ALL WELDED

WRAP WELD AROUND