20190812_Plans_Soo_Locks_Boiler_RTA_Plans-Vol_1.pdf

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FREDERICK R. JOERS /S/

ROGER A. PERK /S/

ROGER A. PERK, P.E., CHIEF, ENGINEERING AND CONSTRUCTION DIVISION, ROCK ISLAND DISTRICT

FREDERICK R. JOERS, P.E., DIRECTOR, INLAND NAVIGATION DESIGN CENTER

REQUIRED BY ER 1110-1-8152 AND ER 1110-1-8168.

THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS

SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON

DETROIT DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR

ISLAND DISTRICT AND DETROIT DISTRICT, DESIGNED THIS PROJECT FOR THE

THE INLAND NAVIGATION DESIGN CENTER IN COORDINATION WITH THE ROCK

PHILLIP C. ROSS /S/

MARIE STRUM /S/

PHILLIP C. ROSS, P.E., CHIEF, ENGINEERING AND CONSTRUCTION DIVISION, DETROIT DISTRICT

MARIE STRUM, P.E., CHIEF, ENGINEERING AND TECHNICAL SERVICES DIVISION, DETROIT DISTRICT

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CONTRACT NO.:

ISSUE DATE:

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V of Engineers

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SAULT SAINTE MARIE, MI

CHIPPEWA COUNTY

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LUDINGTON

MILWAUKEE

CHICAGO

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DETROIT DISTRICT

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SAULT STE. MARIE, MI

SOO LOCKS COMPLEX

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SOO LOCKS BOILER REPLACEMENT

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W911XK19R0017

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22JULY2019

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CERTIFIED FINAL - READY TO ADVERTISE

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TITLE

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SCALE: 1"=1'

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TEXT SCALE

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SECTION CALL OUT

SECTION IS ON

SHEET ID

SECTION CUT

DIRECTION OF

DETAIL CALL OUT

TRUE NORTH

LOCATED

DETAIL IS

GRID SPACE

LOCATED

SECTION IS

GRID SPACE

DETAIL IS ON

SHEET ID

OF TITLE ITEM

NORTH ARROW

GRAPHIC SCALE

PLAN OR SECTION

TITLE OF DETAIL,BEING CALLED FROM

OR SECTION IS

SHEET ID THE DETAIL

GRID THE TITLE ITEM IS

LOCATION ON THE

SHEET ID. TITLE OF DRAWING

INDEX OF DRAWINGS

SHEET ID. TITLE OF DRAWING

NOT TO SCALE

PAPER NORTH

GENERAL

STRUCTURAL

ARCHITECTURAL

FIRE PROTECTION / SECURITY

ELECTRICAL

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MECHANICAL - SITE

MECHANICAL

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INDEX OF DRAWINGS

A7

DRAWING LEGEND

E7

PROJECT LOCATION MAP

BOILER REPLACEMENT

STEAM PLANT

PROJECT LOCATION

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M-601

M-504

M-503

M-502

M-501

M-107

M-106

M-105

M-104

M-103

M-102

M-101

GEOTECHNICAL

MECHANICAL SCHEDULES

MECHANICAL MISCELLANEOUS DETAILS

MECHANICAL BOILER DETAILS

MECHANICAL MAINTENANCE ROOM PIPING DIAGRAM

MECHANICAL PIPING ONE-LINE DIAGRAM

MECHANICAL HVAC TUNNEL PLAN AND MISCELLANEOUS DETAILS - OPTION 1

MECHANICAL HVAC TUNNEL FLOOR PLAN & MISCELLANEOUS DETAILS - OPTION 1

MECHANICAL ROOF PLANS

MECHANICAL HVAC FLOOR PLANS

MECHANICAL LPC & HTS & CWR PIPING FLOOR PLANS

MECHANICAL PW & NPW & DOMW FLOOR PLANS

MECHANICAL NG & LPG PIPING FLOOR PLANS

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MECHANICAL PIPING MISCELLANEOUS GALLERY / TUNNEL DETAILS III - OPTION 1

MECHANICAL PIPING MISCELLANEOUS GALLERY / TUNNEL DETAILS II - OPTION 1

MECHANICAL PIPING MISCELLANEOUS GALLERY / TUNNEL DETAILS I - OPTION 1

MECHANICAL PIPING STEAM PLANT SITE PLANS - OPTION 1

MECHANICAL PIPING STEAM PLANT SITE PLAN AND DETAILS

MECHANICAL ABBREVIATIONS, DETAILS, AND GENERAL NOTES

FIRE ALARM / SECURITY FLOOR PLANS

FIRE ALARM / SECURITY GENERAL NOTES, ABBREVIATIONS, AND LEGEND

ARCHITECTURAL EXISTING CONDITIONS PHOTOS

ARCHITECTURAL MISCELLANEOUS DETAILS - OPTION 2

ARCHITECTURAL MISCELLANEOUS DETAILS

ARCHITECTURAL EXTERIOR BUILDING ELEVATIONS

ARCHITECTURAL ROOF PLAN - OPTION 2

ARCHITECTURAL FLOOR PLANS

CONCRETE DETAILS- OPTION 1

CONCRETE DETAILS - OPTION 1

CONNECTING GALLERY SECTIONS AND DETAILS - OPTION 1

CONNECTING GALLERY SECTIONS AND DETAILS - OPTION 1

CONNECTING GALLERY SECTIONS AND DETAILS - OPTION 1

CONNECTING GALLERY SECTIONS - OPTION 1

CONNECTING GALLERY SECTIONS - OPTION 1

STRUCTURAL NEW REINFORCING PLAN - OPTION 1

STRUCTURAL NEW REINFORCING PLAN - OPTION 1

STRUCTURAL NEW WORK PLAN - OPTION 1

STRUCTURAL DEMOLITION PLAN - OPTION 1

STRUCTURAL NOTES - OPTION 1

SOIL BORING LOCATIONS

SOO LOCKS GENERAL SITE PLAN

ABBREVIATIONS

INDEX OF DRAWINGS, PROJECT LOCATION MAP, AND DRAWING LEGEND

COVER SHEET

MC-503

MC-502

MC-501

MC-102

MC-101

MC-001

F-101

F-001

A-901

A-502

A-501

A-201

A-102

A-101

S-502

S-501

S-305

S-304

S-303

S-302

S-301

S-104

S-103

S-102

S-101

S-001

B-100

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E-616

E-615

E-614

E-613

E-612

E-611

E-610

E-609

E-608

E-607

E-606

E-605

E-604

E-603

E-602

E-601

E-503

E-502

E-501

E-105

E-104

E-103

E-102

E-101

E-002

E-001

ELECTRICAL EXISTING CONDITIONS PHOTOS

ELECTRICAL SENSOR SCHEDULE

ELECTRICAL LADDER DIAGRAMS AND CONTROL POINTS SCHEDULE

ELECTRICAL LADDER DIAGRAMS

ELECTRICAL LADDER DIAGRAMS

ELECTRICAL LADDER DIAGRAMS

ELECTRICAL LADDER DIAGRAMS

ELECTRICAL LADDER DIAGRAMS

ELECTRICAL LADDER DIAGRAMS

ELECTRICAL LADDER DIAGRAMS

ELECTRICAL LADDER DIAGRAMS

ELECTRICAL LADDER DIAGRAMS

ELECTRICAL LADDER DIAGRAMS

ELECTRICAL LADDER DIAGRAMS

ELECTRICAL LADDER DIAGRAMS

ELECTRICAL NEW WORK PANEL SCHEDULES

ELECTRICAL MOTOR AND EQUIPMENT ELECTRICAL CONNECTIONS

ELECTRICAL NEW WORK COMMUNICATIONS RISER DIAGRAM

ELECTRICAL NEW WORK POWER DISTRIBUTION ONE LINE DIAGRAM

ELECTRICAL NEW WORK POWER DISTRIBUTION ONE LINE DIAGRAM

ELECTRICAL DEMOLITION POWER DISTRIBUTION ONE LINE DIAGRAM

ELECTRICAL PROCESS AND INSTRUMENTATION DETAILS

ELECTRICAL MISCELLANEOUS DETAILS

ELECTRICAL LIGHT FIXTURE DETAILS

ELECTRICAL PARTIAL LOCK PLANS

ELECTRICAL NEW WORK FLOOR PLANS

ELECTRICAL DEMOLITION FLOOR PLANS

ELECTRICAL SITE PLAN WEST OF STEAM PLANT POE LOCK

ELECTRICAL SITE PLAN EAST OF STEAM PLANT POE LOCK

ELECTRICAL ABBREVIATIONS AND LEGEND

ELECTRICAL GENERAL NOTES

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THICK(NESS)THK

TRUSS HEADTH

TOGGLETGL

TONGUE AND GROOVET&G

TERMINALTERM

TERRAZZOTER

TEMPORARYTEMP

TEMPERATURETEMP

TELEPHONETEL

TERRA COTTATC

TOWEL BARTB

TANGENTTAN

TREADT

SYSTEMSYS

SYNTHETICSYNTH

SYMMETRICALSYMM

SWITCHBOARDSWBD

SWITCHSW

SHEET VINYL SV

SUSPENDEDSUSP

SUBFLOORSUB FL

STAIRWAYSTWY

STRUCTURALSTRUCT

STRINGERSTR

STATIC PRESSUREST PR

STORAGESTOR

STEELSTL

SEATINGSTG

STANDARDSTD

STATIONSTA

STAINLESS STEELSST

STANDING SEAM (ROOF)SS

SERVICE SINKSS

SHELF AND RODS&R

SQUARE HEADSQHD

SQUARESQ

SPEAKERSPKR

SPACE HEATERSPH

SPECIAL FINISHSP FIN

SOUNDPROOFSPF

SPECIFICATIONSPEC

SOUNDPROOF DOORSPD

SPECIALSPCL

SPACERSPC

SHUT OFF VALVESOV

SHEET METAL SCREWSSMS

SHEET METALSM

SLEEVESLV

SEALANTSLNT

SKYLIGHTSKLT

STEEL JOIST INSTITUTESJI

SIMILARSIM

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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

O L

O C

K S B

O

IL

E R R

E P

L A

C E

M E

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A B

B R

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IA

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A1

ABBREVIATIONS

J C

Q

J W

B J

U L

Y

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

CONFIDED DISPOSAL FACILITYCDF

CLOSED CIRCUIT TELEVISIONCCTV

CUBICLE CURTAIN TRACKCCT

CATCH BASINCB

CAPACITYCAP

CABINETCAB

BOTH WAYSBW

BUILT-UP ROOFINGBUR

BETWEENBTWN

BTU PER HOURBtuH

BRITISH THERMAL UNITBtu

BASEMENTBSMT

BOTH SIDESB.S.

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

BENT BARB

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

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ENTERING AIR TEMPERATUREEAT

EACHEA

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DOWELSDWLS

DRAWINGDWG

DOVETAIL DVTL

DRAIN TILEDT

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DOUBLE STRENGTH (GLASS)DS

DOOR CLOSERDR CL

DRAINBOARDDRB

DRAINDR

DOORDR

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DEMOUNTABLEDMT

DAMPERDMPR

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DEAD LOADDL

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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

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DATUMDAT

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CYLINDERCYL

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CONDUCTIVE VINYL HOMOGENEOUS (SHEET TYPE)CVH

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CABINET UNIT HEATERCUH

CUBIC FEETCU FT

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CONDENSING UNITCU

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CURRENT TRANSFORMERCT

CERAMIC TILECT

CASEMENTCSMT

COUNTERSUNKCSK

CAST STONECS

LIGHTINGLTG

LIGHTWEIGHTLT WT

LIGHTLT

LAWN SPRINKLERLS

LIVING ROOMLR

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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

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LAVATORYLAV

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ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICAIESNA

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GLAZED WALL TILEGWT

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GLAZED STRUCTURAL TILEGST

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GRADE LINEGR LN

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GALLONS PER MINUTEGPM

GOVERNMENTGOVT

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GALVANIZED IRON PIPEGIP

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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

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OUTSIDE SCREW AND YOKEOS & Y

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NOT TO SCALENTS

NOT REQUIREDN’’REQD

NOISE REDUCTION COEFFICIENTNRC

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NONMETALLICNM

NEOPRENE LATEXN.L.

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NOT IN CONTRACTNIC

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NATIONAL FIRE PROTECTION ASSOCIATIONNFPA

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNEMA

NATIONAL ELECTRICAL CODENEC

NORMALLY CLOSEDNC

NATURALNAT

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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

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MACHINE BOLTSMB

MAXIMUMMAX

MATERIAL(S)MATL

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MATCHED AND BEADEDM&B

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x x x x x x x x x x x x x x x x x x x x x x x x x x

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DAVIS LOCK

SABIN LOCK

MAC ARTHUR LOCK

POE LOCK

PORTAGE AVE

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COMPRESSOR BUILDING

PROJECT LOCATION

STEAM PLANT

BUILDING

ADMINISTRATION

BUILDING

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0 200'SCALE : 1"=100'-0" 100'

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STORAGE AREA

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A1

PROJECT SITE PLAN - WORK AND STORAGE AREAS

PARKING AREA

RAILROAD DEPOT

GENERAL SHEET NOTES

STORAGE AREA

STORAGE AREA

5. OVER WATER TRANSPORT SEE SPECIFICATIONS.

4. FOR PROJECT ACCESS INFORMATION SEE SPECIFICATIONS.

WORK AND STORAGE AREAS.

3. CONTRACTOR IS RESPONSIBLE FOR SNOW REMOVAL IN

WASTE SHALL NOT BE ALLOWED TO ACCUMULATE.

CLEANUP OF WORK AND STORAGE AREAS. DEBRIS AND

2. CONTRACTOR RESPONSIBLE FOR DAILY HOUSEKEEPING

DURATION OF CONTRACT.

1. CONTRACTOR STORAGE AREAS ARE AVAILABLE FOR

W

X K

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CERTIFIED FINAL - READY TO ADVERTISE

J T

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N-15N-14N-13 N-16 N-17 N-18 N-19

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EXISTING CONDENSATE RETURN LINE

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EXISTING L.P. GAS LINE

2'-3' BELOW GRADE

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US Army Corps

U .S

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0 4' 16'8'SCALE : 1/8"=1'-0"

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POE LOCK

EXISTING GALLERY

= BORING LOCATION

EXISTING CONCRETE

BOILER REPLACEMENT

STEAM PLANT

PROJECT LOCATION

EXISTING LIGHT STANDARD

LOCATION

NEW TRENCH & TUNNEL

NUMBERING

CONCRETE MONOLITH

EASTINGNORTHINGID

BORING COORDINATES

638281.38 26912922.53

638266.93 26912909.59

25 FT OR TOB

25 FT OR TOB

DEPTH

TOB = TOP OF BEDROCK

3 638250.39 26912935.23 25 FT OR TOB

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GENERAL SHEET NOTES

SHEET KEY NOTES

A1

SOIL BORINGS

LEGEND1

GPR RESULTS

SHADED REGION

W

X K

R

7BEYOND THE LINE OF TERMINATION.

GPR RESULTS TERMINATION. UTILITIES EXTENDS WEST 1

IN WORK AREA.

REQUIRED TO LOCATE OTHER ENDERGROUND UTILITIES

BELOW GRADE AND EXTENDS THRU EXCAVATION. GPR

EXISITNG ELECTRICAL LINE TO SECURITY CAMERA 1' 3

GEOTECHINCAL SUBSURFACE INVESTIGATION REPORT.

PROJECT, REFER TO SPECIFICATIONS FOR COMPLETE

SOIL BORING WERE PERFORMED PRIOR TO THIS 2

DEMOLISHION.

DETECT SUBSURFACE FEATURES PRIOR TO

GROUND PENETRATING RADAR (GPR) WAS USED TO 1

J

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NOTES

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REINFORCEMENT SHALL NOT BE CONTINUOUS ACROSS EXPANSION JOINTS.

6. REINFORCEMENT SHALL BE CONTINUOUS ACROSS CONSTRUCTION JOINTS.

5. REINFORCEMENT SHALL BE CONTINUOUS AT CORNERS

ALL OTHER CONDITIONS: 1 ½”D.

TOP BARS OF CONCRETE MATS AT GRADE: 3”C.

TO WEATHER: 3”

CONCRETE SURFACES PERMANENTLY IN CONTACT WITH OIL OR EXPOSED B.

CONCRETE CAST AGAINST EARTH OR OTHER SURFACE NOT FORMED: 3”A.

EXCEPT AS OTHERWISE INDICATED SHALL BE:

MINIMUM CLEAR COVER TO THE NEAREST SURFACE FOR REINFORCEMENT 4.

REINFORCEMENT PLACEMENT AND DETAILING SHALL CONFORM TO ACI 3183.

SYSTEM OF THE CONCRETE REINFORCING STEEL INSTITUTE

REINFORCING BAR DESIGNATION NUMBERS CONFORM TO THE NUMBERING 2.

REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 601.

REINFORCEMENT NOTES:

BETWEEN POURS.

WHERE ADJACENT CONCRETE PLACEMENT OCCUR USE A BONDING AGENT 6.

SHOWN, OR REF TO SPECIFICATIONS.

AS SHOWN ON THE DESIGN DRAWINGS. PROVIDE SAW CUT CONTROL JOINTS AS

PROVIDE ISOLATION AND CONSTRUCTION JOINTS IN CONCRETE SLABS ON GRADE 5.

OTHERWISE.

ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED ¾” UNLESS NOTED 4.

PLACEMENT.

AND MAINTAINED SECURELY IN PLACE PRIOR TO AND DURING CONCRETE

ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED ACCURATELY POSITIONED 3.

CONCRETE, MASONRY, OR STEEL VERTICAL SURFACES.

PROVIDE ½” THICK JOINT FILLER MATERIAL WHERE SLABS ON GRADE ABUT 2.

SHALL BE IN ACCORDANCE WITH ACI 318.

CONCRETE (ACI 301). ALL CONCRETE DESIGN PERFORMED BY THE CONTRACTOR

OF THE AMERICAN CONCRETE INSTITUTE (ACI) SPECIFICATIONS FOR STRUCTURAL

ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROVISIONS 1.

CONCRETE NOTES:

UNLESS OTHERWISE NOTED.

TO OR SMOOTHER THAN THE MILL FINISH OF THE MATERIAL BEING WELDED,

ALL WELDS THAT ARE TO BE GROUND SHALL HAVE A FINISHED SURFACE EQUAL 6.

APPROVAL.

SHOWN ON THE SHOP DRAWINGS AND SUBMITTED BY THE CONTRACTOR FOR

ONLY SIZE AND TYPE OF WELDS REQUIRED. DETAILED INFORMATION SHALL BE

WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AWS AND INDICATE 4.

OTHERWISE NOTED.

DETAILED OTHERWISE. FIELD CONNECTIONS SHALL BE BOLTED UNLESS

SHOP CONNECTIONS MAY BE WELDED OR BOLTED UNLESS SPECIFICALLY 3.

REINFORCING WIRE MESH: ASTM A185I.

HANDRAIL POSTS & RAILS: ASTM A53 GRADE B (GALV.)H.

STEEL PIPE: ASTM A53 GRADE BG.

WASHERS: ASTM F436F.

NUTS: ASTM A563E.

HIGH STRENGTH BOLTS: ASTM F3125 D.

ANCHOR BOLTS: THREADED ROD ASTM A1554, GRADE 55 C.

HOT ROLLED PLATES, ANGLES & CHANNELS: ASTM A36B.

WIDE FLANGE & WT SHAPES: ASTM A992A.

MATERIAL SHALL MEET THE FOLLOWING REQUIREMENTS:2.

THE AISC STEEL CONSTRUCTION MANUAL, 14TH EDITION.

STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH 1.

STRUCTURAL STEEL NOTES:

THE DETAIL IS SPECIFICALLY INDICATED OR REFERENCED.

SIMILARITY OF A CONSTRUCTION CONDITIONS TO ANOTHER CONDITION WHERE

APPLICABILITY OF TYPICAL DETAILS FROM DESCRIPTIVE TITLES OR FROM THE

WHERE THE NATURE OF THE CONSTRUCTION REQUIRES THEIR USE. DETERMINE

SPECIFICALLY INDICATED OR REFERENCED, BUT ALSO IN ALL OTHER CASES

DETAILS ENTITLED OR NOTED AS “TYPICAL” APPLY NOT ONLY WHERE 2.

AFFECTED.

CONTRACTING OFFICER PRIOR TO BEGINNING WORK IN AREAS THAT WILL BE

REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO THE 1.

GENERAL STRUCTURAL NOTES:

C J C

LOCATION PRIOR TO INSTALLATION.

1" MIN. COORDINATE WITH SOO LOCK PERSONNEL REGARDING EXACT

MOUNTING HOLES 0.25" MIN. FROM ROUNDED CORNER. LETTER HEIGHT IS

THE VERTICAL FACE OF THE SOUTH WALL, AS SHOWN ON S-502/C6. OFFEST

PROVIDE A 14"X10" (LENGTH X HEIGHT) ALUMINUM LOAD RATING SIGN ON 1.

LOAD RATING SIGN

DATUM, 1955)

ELEVATIONS SHOWN REFER TO IGLD 1955 (INTERNATIONAL GREAT LAKES 1.

SURVEY

FILED VERIFY THIS DIMENSION.

MATCH EXISTING GUTTER DEPTH IN CABLE GALLARY. CONTRACTOR SHALL

TRENCH GUTTER THICKNESS IS 2" DEEP. TUNNEL GUTTER DEPTH SHALL 2.

C6. TUNNEL GUTTER SHALL SLOPE TOWARDS THE CABLE GALLARY.

DRAINAGE THROUGH A DOWNSPOUT INTO THE TUNNEL IS SHOWN ON S-502

TRENCH GUTTER SHALL SLOPE TOWARDS THE VERICAL TRANSITION. 1.

GUTTER

BUILDING TUNNEL AS BUILT DRAWINGS FOR REFERENCE.

STAMPED BY A LICENSED PROFESSIONAL ENGINEER. SEE COMPRESSOR

WATER TIGHT SEALING SURFACE. THE BULKHEAD DESIGN SHALL BE

HINGED DOOR THAT IS CAPABLE OF BEING SWUNG SHUT TIGHT FOR A

SEE SHEET S-302-A1. THIS BULKHEAD SHALL CONSIST OF PANELS AND A

FABRICATING A STEEL BULKHEAD TO BE INSTALLED IN THE NEW TUNNEL.

THE CONTRACTOR IS RESPOSIBLE FOR DESIGNING, DETAILING AND 1.

BULKHEAD NOTE:

LICSENCED PROFESSIONAL ENGINEER.

BACKFILL DURING EXCAVATION SHALL BE DESIGNED AND STAMPED BY A

SHEETPILING, TEMPORARY SHORING OR OTHER MEANS OF BRACING 6.

ACCORDANCE WITH EM 385-1-1.

THE CONTRACTOR SHALL PROTECT TUNNEL AND TRENCH SLOPES IN 5.

COMPACT IN 6”LAYERS TO 100% OF MAXIMUM DENSITY.

4. BACKFILL UNDER AND ADJACENT TUNNEL FOOTING AND FLOOR SLAB,

DENSITY

3. AGGREGATE BASE: COMPACT IN SINGLE LAYER TO 98% OF MAXIMUM

2. ELEVATION: COMPACT IN 9”LAYERS TO 95% OF MAXIMUM DENSITY

GRANULAR SOIL MATERIALS USED AS BACKFILL ABOVE TOP OF FOOTING1.

COMPACTION REQUIREMENTS:

MANUFACTURER’S INSTRUCTIONS.

MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE

BETWEEN THE CONCRETE AND SURROUNDING SOIL OR FILL. ALL

HAVE A CONTINUOUS WATERTIGHT BENTONITE MEMBRANE INSTALLED

WATERPROOFING SYSTEM. THE TUNNEL AND TRENCH STRUCTURES SHALL

THE ENTIRE TUNNEL SHALL BE WATERPROOFED WITH A BENTONITE 1.

WATERPROOFING MEMBRANE NOTE:

RESPECTIVELY

ACI 306 AND ACI 305 FOR COLD AND HOT WEATHER CONCRETING, B.

ACI 301, ACI 315, AND ACI 318A.

SHALL BE GOVERNMED BY THE LATEST VERSIONS OF:

FABRICATION, AND PLACING OF REINFORCEMENT BARS AND CONCRETE

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

ACI 318 PARAGRAPH 18.6.3.4

OTHERWISE SHOWN ON THE DRAWINGS. WELDING SHALL COMPLY WITH

11. NO WELDING SHALL BE PERMITTED ON REINFORCEMENT UNLESS

CONSTRUCTABILITY AND APPROVED BY THE CONRTRACTING OFFICER.

LAPPED. SPLICES MAY BE MADE WHERE ESSENTIAL FOR

318-14. SPLICE LENGTHS SHALL BE BASED ON THE SMALLER BAR BEING

10. REINFORCEMENT SPLICE LENGTHS SHALL BE IN ACCORDANCE WITH ACI

STRAIGHT EMBEDDED LENGTH CANNOT BE OBTAINED.

ACCORDANCE WITH ACI 318-14. PROVIDE HOOKS IF THE REQUIRED

REINFORCEMENT EMBEDDED LENGTHS AND HOOK LENGTHS SHALL BE IN 9 .

OR AS OTHERWISE APPROVED BY THE CONTRACTING OFFICER.

BAR SPLICES SHALL BE AT LOCATIONS SHOWN ON THE SHOP DRAWINGS 8.

DIRECTED BY THE CONTRACTING OFFICER.

THER OBSTRUCTIONS, REINFORCEMENT SHALL BE BENT OR SHIFTED S

WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED ITEMS AND 7.

REINFORCEMENT NOTES CONTINUED:

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A1

EXISTING SITE PLAN DEMOLITION

SCALE : 1/8"=1'-0" 0 4' 16'8'

12'-6"

(APPROX. 5' DEEP)

EXISTING 2", 3", 4" PIPES

STEAM BUILDING

POE LOCK

LEGEND

DAVIS LOCK

EXISTING GALLERY

40'-0"

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GENERAL SHEET NOTES

SHEET KEY NOTES

EXCAVATION LIMITS

SEE MC-101 (BASE BID)

FOR SIDEWALK DEMOLITION

MONOLITH NUMBERING CALLED OUT AS "N-XX" 2.

FOR WORK.

VERIFYING THE QUANTITIES OF DEMOLITION REQUIRED

TUNNEL. THE CONTRACTOR IS RESPONSIBLE FOR FIELD

REQUIRED FOR PLACEMENT OF THE NEW TRENCH AND

APPROXIMATE CONCRETE OVER TRENCHED EXCAVATION

THE EXTENTS OF DEMOLITION SHOWN REFLECT THE 1.

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= DEMO LOCK WALL CONCRETE

= SNUBBER BUTTON

= DEMO WORK

UNDERMINING SLAB UNDER CMU WALL.

PROVIDE EXCAVATION SHORING AS REQ'D TO AVOID 9.

TO COMPLETE TUNNEL CONNECTION.

DEMOLISH 8' X 8' PORTION OF EXISTING MONOLITH BELOW 8

PLANT BUILDING.

DEMOLISH EXISTING 8" CONCRETE SLAB INSIDE STEAM 7

WITH A WATERPROOF SILICONE SEALANT.

CAP INSIDE THE POE GALLERY SEAL OPEN PENETRATIONS

TUNNEL AND TRENCH. ABANDON REMAINING PIPE AND

DEMOLISH EXISTING PIPING AS REQUIRED FOR NEW 6

DEMOLISH EXISTING CONCRETE SLAB.5

IS APPROXIMATELY 8 IN.

DEMOLISH EXISTING FOUNDATION SLAB. SLAB THICKNESS 4

WITH CEMENTITIOUS GROUT.

PROJECT. PLUG ALL PENETRATIONS THROUGH BUILDING

PROVIDE TEMPORARY POWER DURING DURATION OF

DISCONNECT AND REMOVE (4) EXISTING UTILITY LINES. 3

SLAB.

FOUNDATION(S). REINSTALL WITH PLACEMENT OF NEW

REMOVE SNUBBER BUTTON(S) AND INTEGRAL 2

TEMPORARY LIGHTING DURING CONTRACT DURATION.

DAMAGE TO THE EXISTING LIGHT STANDARDS. PROVIDE

INCLUDING TEMPORARY SUPPORTS, TO PREVENT

CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES,

AND IS TO BE PRESERVED AND RE-INSTALLED. THE

BASE. THE LIGHT STANDARD IS HISTORIC TO THE SITE

DEMOLITION TO ENCOMPASS EXISTING LIGHT STANDARD 1

MONOLITH N-14LC

CERTIFIED FINAL - READY TO ADVERTISE

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S-303

E1

A1

NEW SITE PLAN

0 4' 16'8'SCALE : 1/8"=1'-0"

S-302

A1

S-301

A1

S-501

F1

DAVIS LOCK

POE LOCK

EXISTING GALLERY

40'-0"

C3 S-502

S-304

D1

S-303

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40'-0"

SNUBBER BUTTON

TUNNEL EXHAUST VENTS

7'-6"

GENERAL SHEET NOTES

SHEET KEY NOTES

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LOCK WALL FACE

OF NEW CONCRETE REQUIRED.

IS RESPONSIBLE FOR FIELD VERIFYING THE QUANTITIES

STAY WITHIN THE EXCAVATION LIMITS. THE CONTRACTOR

OF THE NEW TUNNEL. THE CONTRACTOR IS REQUIRED TO

APPROXIMATE EXCAVATION REQUIRED FOR PLACEMENT

THE EXTENT OF NEW WORK SHOWN REFLECTS THE 1.

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DETAIL A4/S-501.

PROVIDE ISOLATION JOINT AROUND STRUCTURE. SEE 11.

REMOVED FOR CONSTRUCTION ACCESS.

REPLACE 8" CONCRETE SLAB WITH #4@12"E.Q. WHERE 10.

TRENCH OPENINGS.

TRENCH COVER SHOWN ON S-304/A1 SHALL COVER ALL 9.

AND TUNNEL SEE S-502/C6.

CORNER OF VERTICAL TRANSITION BETWEEN TRENCH

VERTICAL DOWNSPOUT LOCATED AT SOUTHWEST 8

EXISTING CONDITIONS FOR GOVERNMENT APPROVAL.

SHALL BE CONTRACTOR VERIFIED AND MATCHED TO

SAW CUT DIMENSIONS ARE SHOWN AS APPROXIMATE AND 7

STEEL PLATE OR ANGLE STAND OFF DISTANCE = 7"

" X 2" X 2" 4

1SPACED AT 12" CENTERS SIDE MEMBERS

" DIA. BARS 4

31910.27 AND 1926.1053 STANDARDS. RUNGS =

SUBMIT A LADDER TO MEET OR EXCEED ANSI A14.3, OSHA

NEW GALVANIZED STEEL LADDER. CONTRACTOR SHALL 6

WITH THE CENTER OF MONOLITH N-14.

CENTERLINE OF TUNNEL AND EXCAVATION SHALL ALIGN 5

NEW UTILITY TRENCH AND TUNNEL.4

SURROUNDING SLAB.

BETWEEN SNUBBER BUTTON FOUNDATION AND

SEE S-501/F7. PROVIDE BACKER ROD AND JOINT SEALANT

ORIGINAL LOCATION.

REPLACE SNUBBER BUTTON AND FOUNDATION IN 3

LOCATION.

INSTALL LIGHT STANDARD AND FOUNDATION IN ORIGINAL 2

AND EXISTING CONCRETE.

SEE S-501/F1 SLAB CONSTRUCTION JOINT BETWEEN NEW

NEW CONCRETE PAVEMENT TO MATCH EXISTING GRADE. 1

CERTIFIED FINAL - READY TO ADVERTISE

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S-304

D8

8" DIA. BOLLARD TYP.

4'-0"

TYP.

8'-0"

6 SP. @ 8'-0" = 48'-0" TYP.

TUNNEL

VERTICAL TRANSITION TRENCH

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0 2' 4' 6'SCALE : 3/8"=1'-0"

NEW TUNNEL FOUNDATION REINFORCING PLAN

A1

N

C4 S-501

0 2' 4' 6'SCALE : 3/8"=1'-0"

NEW TRENCH FOUNDATION REINFORCING PLAN

E1

EXISTING GALLERY ELEVATION

TUNNEL. FIELD VERIFY

FOR FLUSH TRANSITION TO

REMOVE EXISTING CONCRETE

STEEL BULKHEAD

TO MATCH BOTTOM OF GUTTER

INVERT ELEVATION OF PIPE

EACH SIDE OF BULKHEAD.

PIPE SLEEVE WITH GATE VALVE

" DIA. x 12" LONG SCH. 40 GALV.2

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D1

S-302

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E5 S-104

CERTIFIED FINAL - READY TO ADVERTISE

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#6 @ 8" TOP

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EXISTING WALL

#6B @ 6" INSIDE FACE, BOTH SIDES

#6 @ 8" TOP

#6B @ 8" BOTTOM

T O

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BOTTOM TUNNEL EL. 102.0 BOTTOM TRENCH EL. 114.5

EACH FACE, BOTH SIDES

#8 @ 6"

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BOTTOM TUNNEL EL. 102.0

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@ 10" EACH FACE

#6 ANCHORS

@ 10" EACH FACE

#6 ANCHORS

GALLERY

CABLE

"4 356'-10

"4 343'-8

TOP OF TUNNEL EL. 111.5

WALL AND TOP OF TUNNEL

LOCATED BETWEEN EXISITNG

CONSTRUCTION JOINTS

SLOPE

GUTTER (SLOPE TO TUNNEL)

(SLOPE TO CABLE GALLERY)

GUTTER

GUTTER COVER.

SMOOTH SEE S-305 FOR

OF GUTTER SHALL BE

CABLE GALLERY. BOTTOM

GUTTER IN FLOOR OF

TIE NEW GUTTER TO

#6 @ 8" BOTH SIDES

#6B @ 8" INSIDE AND OUTSIDE FACES, BOTH SIDES

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VERTICAL TRANSITION REINFORCING SHOWN ON S-104/E5.

TRENCH DETAIL INSIDE BUILDING NOT SHOWN FOR CLARITY.NOTE:

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F4 S-501

0 2' 4' 6'SCALE : 3/8"=1'-0"

NEW TRENCH FOUNDATION REINFORCING PLAN

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0 2' 4' 6'SCALE : 3/8"=1'-0"

N

VERTICAL TRANSITION REINFORCING PLAN

E5

CERTIFIED FINAL - READY TO ADVERTISE

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5'-0"

EXISTING WALL

CORE AND FILL W/ EPOXY GROUT

#6 BARS @10" SPACING

SHOWN FOR CLARITY

REINFORCING NOT

TRENCH OUTSIDE

TRENCH INSIDE

MEMBRANE

BENTONITE WATERPROOF

TRENCH CONCRETE

TYP.

29"

TYP.

29"

18" TYP.

#8 @ 6" NORTH WALL BOTH WAYS

#8 @ 6" WEST WALL BOTH WAYS

#8 @ 6" SOUTH WALL BOTH WAYS

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SECTION

SCALE : 3/8"=1'-0" 0 2' 4' 6'

BOT. TUNNEL EL.102.0

F

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DURING EXCAVATION

BRACE EXISTING FOUNDATION

EXISTING STEAM BUILDING

S-103

E1

BOT. TRENCH EL. 114.5

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SEE S-304/A1 FOR DETAILS

TRENCH COVER

ALUMINUM DIAMOND PLATE

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58" TOTAL LENGTH

29" EMBEDMENT E.F.

CONSTRUCTION JOINTS

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AND DOWNSPOUT NOT SHOWN FOR CLARITY.

TRENCH DETAIL INSIDE BUILDING, LADDER, NOTE:

TOP TRENCH EL.121.0 ±

EXISTING TOP OF WALL

FIELD VERIFY TO MATCH

1'-6" WALL 1'-6" WALL

CERTIFIED FINAL - READY TO ADVERTISE

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PRIOR TO CONCRETE PLACEMENT

VERIFY STRIP FOOTING ELEVATION

TO MEET STRIP FOOTING. FIELD

PLACE CONCRETE FLUSH 2"

#6 @ 8" EACH FACE, BOTH SIDES

#6B @ 6" INSIDE FACE, BOTH SIDES

#6B @ 8" OUTSIDE FACE, BOTH SIDES

E .F B .S

#8 @ 6" E.F., B.S.

#8B @ 6" I.F., B.S.

#8B @ 6" O.F., B.S.

E .F

#8 @ 6" E.F.

#6 @ 8"

E .F

#8 @ 6" E.F.

#6B @ 8" E.F.

"4 357'-4

8'-0"

E .F

B .S

SEE S-304/A4

E .F B .S

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

M V

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N D

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L A

N D N

A V

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L A

C E

M E

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S A

U L T S

A

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T E M

A R

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M I

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IP

P E

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S-302

C

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C T

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C O

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G G

A L L E

R Y

A1

SECTION

SCALE : 3/8"=1'-0" 0 2' 4' 6'

R O

O F

F

L O

O R

BOT. TRENCH EL. 114.5

TUNNEL INTERSECTION

INSTALLED AROUND

BENTONITE WATERSTOP

EXISTING MONOLITH

FIELD VERIFY

NEW SLAB

C8 S-501

EL. 102.0

BOT. TUNNEL

EXISTING GALLERY ELEVATION

TUNNEL. FIELD VERIFY

FOR FLUSH TRANSITION TO

REMOVE EXISTING CONCRETE

S-103

A1

C1 S-502

CABLE GALLERY

EXISTING

F1 S-501

A1 S-501

C1 S-501

EL. 111.25

O P

T

IO

E3

D4 S-305

D8 S-305

BACKFILL

COMPACTED

J E

T

W

X K

R

C J C

J

U L

Y

S-303

A1

F7 S-501

TOP TRENCH EL.121.0 ±

EXISTING TOP OF WALL

FIELD VERIFY TO MATCH

A1 S-502

S-302

A6

CERTIFIED FINAL - READY TO ADVERTISE

J T

B

S-305

D1

E .F B .S

B

E .F B .S

E .F

#8 @ 6" E.F.

E .F

#6B @ 6" B.S.

#6B @ 6" B.S.

#6 @ 8"

#8B @ 6"

#6 @ 10"

#6 @ 8"

#6 @ 8"

#6B @ 8" B.S. LENGTH VARIES

#6B @ 8" B.S.

#6B @ 8" B.S. LENGTH VARIES

#6B @ 8" B.S.

@ 10" E.F., B.S.

#6 ANCHORS

#8B @ 6" B.S.

#8B @ 6" B.S.

#8B @ 6"

E.F.

#8 @ 6"

10'-0" MIN.

"4 344'-2

18'-1"

7'-0"

"2 145'-1

AND WATER TIGHT DOOR

STEEL BULKHEAD

LENGTH VARIES

#6 @ 8" B.S.

#6 @ 8" B.S.

VERTICAL LOCKWALL

20' FROM TOP OF

CONSTRUCTION JOINT

SEE S-304/A1 FOR DETAILS

TRENCH COVER

ALUMINUM DIAMOND PLATE

#8 @ 6" E.F.

#8 @ 6" E.F.

B

E .F B .S

L

IC

IT

A T

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N N

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D E

S

IG

N E

D B

Y

D E

S C

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IP

T

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N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

M V

D

N D

C

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L A

N D N

A V

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A T

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A N

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M I

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A N A

O L

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K S B

O

IL

E R R

E P

L A

C E

M E

N T

S A

U L T S

A

IN

T E M

A R

IE

M I

C H

IP

P E

W A C

O U

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S-303

C

Q

D E

T R

O

IT

D

IS

T R

IC

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S E

C T

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N S

C O

N N

E C

T

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G G

A L L E

R Y

S-305

A8

S-305

A4

S-305

A1

1'-0" 8'-0" 1'-0"

2'-8"

"2 11'-104'-3""2

11'-10

DOOR

WATER TIGHT

OPENING FOR

MATCH BOTTOM OF GUTTER

INVERT ELEVATION OF PIPE TO

EACH SIDE OF BULKHEAD.

PIPE SLEEVE WITH GATE VALVE

" DIA. x 12" LONG SCH. 40 GALV.2

CHANNEL FRAME

D O

O R O

P E

N

IN

G

#6 @ 10BENTONITE WATERPROOF MEMBRANE

#6 @ 10

3" CL. TYP.

" CL. TYP.2

#6B @ 8

(TYP. AT EACH JOINT)

BENTONITE WATERSTOP

#6 @ 8

#6 @ 8

" / FT.8

1SLOPE

C L T

Y P

M

IN

BOT. TUNNEL EL.102.0

#6B @ 6 #6B @ 6

#6 @ 8

#6 @ 10

#6B @ 8 #6B @ 8

COMPACTED GRANULAR FILL

PERIMETER OF BULKHEAD TYP.

ANGLE FRAME AT

5" TYP.

BENTONITE WATERPROOF MEMBRANE

BOT. TUNNEL EL.102.0

AND WATERTIGHT DOOR

STEEL BULKHEAD

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

E1

SECTION

A1

SECTION

A6

SECTION

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

4'-0" 4'-0"

GALLERY

CABLE

GUTTER SHALL BE SMOOTH

GALLERY. BOTTOM OF

GUTTER IN FLOOR OF CABLE

TO TIE NEW GUTTER TO

SAWCUT AND CHIP CONC.

GRANULAR FILL

6" COMPACTED

GRANULAR FILL

6" COMPACTED

12'-7"

4"

TUNNEL INTERSECTION

INSTALLED AROUND

BENTONITE WATERSTOP

4'-0"

POE LOCK MONOLITH N-14

NORTH FACE OF

S

P L

IC

E

CONT. GUTTER

FIELD VERIFY

RECOMMENDATIONS

INSTALLED PER MANUFACTURES

OTHERS. BULKHEAD SHALL BE

FOR WATER TIGHTNESS, BY

STEEL BULKHEAD TO BE DESIGNED

WATERPROOF MEMBRANE

BENTONITE

MATCH BOTTOM OF GUTTER

INVERT ELEVATION OF PIPE TO

EACH SIDE OF BULKHEAD.

PIPE SLEEVE WITH GATE VALVE

" DIA. x 12" LONG SCH. 40 GALV.2

O P

T

IO

C2

A-302

E7

S-302

S-102

D3 D4

S-303

A1

TOP TUNNEL EL.111.5

W

X K

R

J E

T

C J C

ALONG SOUTH WALL

EXISTING GUTTER RUNS

J

U L

Y

CERTIFIED FINAL - READY TO ADVERTISE

J

L

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A T

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N N

O

D E

S

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N E

D B

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D E

S C

R

IP

T

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A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

M V

D

N D

C

IN

L A

N D N

A V

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A T

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N D

E S

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N C

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R L

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M I

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A N A

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K S B

O

IL

E R R

E P

L A

C E

M E

N T

S A

U L T S

A

IN

T E M

A R

IE

M I

C H

IP

P E

W A C

O U

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S-304

C

Q

D E

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D

IS

T R

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S E

C T

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N S

C O

N N

E C

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G G

A L L E

R Y

D1

SECTION

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

D8

SECTION

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

BOT. TRENCH EL.114.5

#6B @ 8

#6 @ 8

#6B @ 6

#6B @ 6

BENTONITE WATERPROOF MEMBRANE

#6 @ 10

#6B @ 8

#6 @ 10

#6B @ 8

" CL. TYP.2

3" CL. TYP. #6 @ 8

M

IN

C L

T Y

P

1'-0"4'-0"1'-0"

5" TYP.

MEMBRANE

BENTONITE WATERPROOF

(TYP. AT EACH JOINT)

BENTONITE WATERSTOP

5" 4'-0"

1'-0"

TYP.

TYP.

(TYP. AT EACH JOINT)

BENTONITE WATERSTOP

6" COMPACTED GRANULAR FILL

S

P L

IC

E

SCALE : 3/4"=1'-0" 0 1' 2' 3'A1

TRENCH COVER

FIELD VERIFY

4'-6"

O P

T

IO

E4

S-102

E5

SEE S-304/D4

EMBEDDED METAL

D4

EMBEDDED METAL

3"

3"

TYP.

2" BARS @ 12" CENTERS

3/8" X 2.5" PLATE

L3 x 3 x 1/4"

0 1" 2" 3" 4"SCALE : 6"=1'-0"

A4

SECTION

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

BOT. TRENCH EL.114.5

FIELD VERIFY

#6B @ 8

#6 @ 10 #6 @ 8

#6 @ 10 F

L O

O R

WALL

1'-0"

24"

TRENCH OUTSIDETRENCH INSIDE

EXISTING BUILDING FOUNDATION

J E

/8

CONCRETE WALL

13 1/2 "

EPOXY GROUT TYP.

CORE AND FILL W/

NOTE: ALL CALLOUTS ARE ASTM A36 STEEL UNLESS OTHERWISE NOTED.

W

X K

R

4'-3"

4'-0"

C

C

3'-8 9/16 "4 3/16 " 4 3/16 "

4'-5"

8 7/16 " TYP.

1'-0"

8 7/16 "

T Y

TYP.

J

U L

Y

TYP.

OPENING

NOTE: TRENCH OUTSIDE REINFORCING AND COVER NOT SHOWN FOR CLARITY.

DESIGNED FOR 5 KIP POINT LOAD

ALL CALLOUTS ARE T6061 ALUMINUM UNLESS OTHERWISE NOTED.NOTE:

TOP TRENCH EL.121.0 ±

EXISTING TOP OF WALL

FIELD VERIFY TO MATCH

1/4" STIFFENER PLATE

PLATE

1/4" DIAMOND

RT 2"X2"X1/4"

HOOKS

TYP. FOR LIFTING

1" Ø HOLE

AND JOINT SEALANT

BACKER ROD

NEW PIPE PENETRATIONS

CONTRACTOR FIELD VERIFY

(TYP. AT EACH JOINT)

BENTONITE WATERSTOP

SEE DETAIL A1

TRENCH COVER

SEE DETAIL A1

TRENCH COVER

SEALANT TYP.

AND JOINT

BACKER ROD

S-501

F1

CERTIFIED FINAL - READY TO ADVERTISE

J

L

IC

IT

A T

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N N

O

D E

S

IG

N E

D B

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D E

S C

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IP

T

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N

A

M A

R K

S

IZ

E

S U

B M

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T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

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D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

M V

D

N D

C

IN

L A

N D N

A V

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A T

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N D

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N C

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M I

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A N A

O L

O C

K S B

O

IL

E R R

E P

L A

C E

M E

N T

S A

U L T S

A

IN

T E M

A R

IE

M I

C H

IP

P E

W A C

O U

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S-305

C

Q

D E

T R

O

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D

IS

T R

IC

T

S E

C T

IO

N S

C O

N N

E C

T

IN

G G

A L L E

R Y

0 6" 1' 2'SCALE : 1 1/2"=1'-0" 0 6" 1' 2'SCALE : 1 1/2"=1'-0" 0 6" 1' 2'SCALE : 1 1/2"=1'-0"

0 3" 6" 9" 12"SCALE : 3"=1'-0"

CABLE GALLERY FLOOR

NEW GUTTER SAWCUT IN

ANGLE FRAME

CONC. TUNNEL ROOF

WATER TIGHT DOOR

BULKHEAD PL.

CHANNEL FRAME

DOOR FRAME

CONCRETE TUNNEL WALL

WATER TIGHT DOOR

CHANNEL FRAME

BULKHEAD PL.

ANGLE FRAME

REMOVABLE SILL

CHANNEL FRAME BULKHEAD FRAME

WATER TIGHT DOOR

CONCRETE TUNNEL FLOOR

A1

SECTION

A4

SECTION

A8

SECTION

D8

DETAIL

0 6" 1' 2'SCALE : 1"=1'-0"

4"

T U

N N

E L I

N T

E R

IO

R

WATERPROOFING MEMBRANE

BENTONITE

6" EMBED

EPOXY ADHESIVE

EMBED IN MONOLITH WITH

REINFORCING - DRILL AND

LONGITUDINAL TUNNEL

NUMBER AND SPACING WITH

#6 x 3'-0" DOWELS TO MATCH

NEW CONCRETE

PRIOR TO PLACING

APPLY BONDING AGENT

4" 6" EMBED

V A

R

IE

S

T U

N N

E L I

N T

E R

IO

R

D4

DETAIL

0 6" 1' 2'SCALE : 1"=1'-0"

WATERPROOFING MEMBRANE

BENTONITE

6" COMPACTED GRANULAR FILL

EPOXY ADHESIVE

EMBED IN MONOLITH WITH

REINFORCING - DRILL AND

LONGITUDINAL TUNNEL

NUMBER AND SPACING WITH

#6 x 3'-0" DOWELS TO MATCH

NEW CONCRETE

PRIOR TO PLACING

APPLY BONDING AGENT

SEE FOR REINFORCING

TUNNEL WALLS AND SLAB SEE FOR REINFORCING

TUNNEL ROOF

EXISTING MONOLITH

EXISTING MONOLITH

O P

T

IO

S-302

C9

S-303

D3

S-303

C2

S-302

C7

S-302

D8

S-303

B3

CONCRETE

J E

T

ALL AROUND

BENTONITE WATERSTOP

ALL AROUND

BENTONITE WATERSTOP

W

X K

R

T6061

ALUMINUM PLATE

1/8" x 2" x 48"

1/4" ALUMINUM DIAMOND PLATE

1" 1"6" GUTTER

TRANSITION

BEVEL FOR SMOOTH

D1

SECTION GUTTER COVER

C J C

J

U L

Y

CERTIFIED FINAL - READY TO ADVERTISE

J

L

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A T

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N N

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D E

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D B

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D E

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S U

B M

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T E

D B

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D A

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C O

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R A

C T N

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C H

E C

K E

D B

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D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

M V

D

N D

C

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L A

N D N

A V

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A N A

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A

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T E M

A R

IE

M I

C H

IP

P E

W A C

O U

N

S-501

C

Q

D E

T R

O

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D

IS

T R

IC

T

SCALE : 3/4"=1'-0" 0 1' 2' 3'

COMPACTED GRANULAR FILL

SEE PLAN FOR REINFORCING

6" SLAB ON GRADE

C L

COMPACTED GRANULAR FILL

SEE PLAN FOR REINFORCING

6" SLAB ON GRADE

0 3" 6" 9" 12"SCALE : 3"=1'-0"

"16

PLACEMENT

12 HOURS OF CONCRETE

SAWCUT JOINT WITHIN

COMPACTED GRANULAR FILL

EQUALEQUAL

A1

SLAB ON GRADE DETAIL

C1

SAWCUT CONTROL JOINT DETAIL

0 1' 2' 3'SCALE : 3/4"=1'-0"

D1

SAWCUT DETAIL

F1

SLAB CONSTRUCTION JOINT DETAIL

0 1' 2' 3'SCALE : 3/4"=1'-0"

A4

ISOLATION JOINT DETAIL

SCALE : 3/4"=1'-0" 0 1' 2' 3'

COMPACTED GRANULAR FILL

SEE PLAN FOR REINFORCING

6" SLAB ON GRADE

AND BACKER ROD

FLEXIBLE JOINT SEALANT

SEE PLAN FOR THICKNESS

JOINT MATERIAL

PRE-MOLDED ISOLATION

OR FOUNDATION WALL

EQUIPMENT FOUNDATION

S E

E

SEE

PLAN

P L

A N

D4

CONCRETE INTERSECTING WALL DETAIL

0 1' 2' 3'SCALE : 3/4"=1'-0"

0 1' 2' 3'SCALE : 3/4"=1'-0"C4

CONCRETE WALL CORNER DETAIL

WALL REINFORCING

A8

CONSTRUCTION JOINT DETAIL

0 1' 2' 3'SCALE : 3/4"=1'-0"

V A

R

IE

S T

U N

N E

L

WATERSTOP

BENTONITE

IN

T

E R

IO

R

2"

2"

C CONSTRUCTION JOINTL

" CAST IN PLACE KEY2

1"x32

D8

PIPE SLEEVE PENETRATION DETAIL

0 6" 1' 2'SCALE : 1 1/2"=1'-0"

HEAD) SEE MECH. DWG.

(RATED FOR 15 FT. OF STATIC

ELASTOMERIC MODULAR SEAL

UTILITY PIPING - SEE PLAN

GALVANIZED PIPE SLEEVE - SEE PLAN

CAST IN-PLACE CONCRETE

"x2" ANCHOR COLLAR4

C8

PIPE SLEEVE AT TUNNEL ROOF DETAIL

0 6" 1' 2'SCALE : 1 1/2"=1'-0"

BENT BAR TYP.

M

IN

INSTALLED AROUND SLEEVE

BENTONITE WATERSTOP

INSTALLED AROUND SLEEVE

BENTONITE WATERSTOP

CAST IN-PLACE CONCRETE

"x2" ANCHOR COLLAR4

3" MAX. TYP.

SPLICE LENGTH TOP & BOT

0 1' 2' 3'SCALE : 3/4"=1'-0"F4

CONCRETE FOOTING CORNER DETAIL

BAR SIZE TO MATCH

REINFORCING

VERTICAL WALL

TO 2'-6" x 2'-6" DOWEL

WALL SIZE AND SPACING

MATCH HORIZONTAL

REINFORCING TO

FOOTING REINFORCING

LONGITUDINAL

SIZE AND SPACING

FOOTING REINFORCING

TO MATCH LONGITUDINAL

2'-6"x2'-6" CORNER BARS

UNBONDED ON THIS SIDE

DOWEL @ 16" O.C.

" DIA. x 1'-4" SMOOTH2

T

IO

O L

O C

K S B

O

IL

E R R

E P

L A

C E

M E

N T

S-103

B3

PROOFING MEMBRANE

BENTONITE WATER-

S-501

D1

S-501

C2

S-302

E7

S-103

F2

S-302

D5

S-302

E7

S-302

S-102

C4 E8

MC-102

MC-102

E9 E7

BENTONITE WATERPROOF MEMBRANE

EXISTING CONCRETE

LOCKWALL MONOLITH

D E

T A

IL

S

SECTION

10'-0"

5'-0"

SNUBBING BUTTON

FINISHED GRADE

J E

T

REINFORCING

6" SLAB ON GRADE

SEE REINFORCING

F7

W

X K

R

C J C

0 4' 16'8'SCALE : 1/8"=1'-0"

SNUBBING BUTTON DETAIL (EXISTING)

F7

LINE PRIME AND BENTONITE

STEEL SLEEVE. WELD COATED IN

WELDED DIRECTLY TO STAINLESS

VENT PIPE STAINLESS STEEL

J

U L

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"4 35'-8

CERTIFIED FINAL - READY TO ADVERTISE

J

L

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A T

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N N

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D E

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N E

D B

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D E

S C

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IP

T

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N

A

M A

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S

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E

S U

B M

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T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

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D R

A W

N B

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IS

S

U E D

A T

E

B

C

D

E

F

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

M V

D

N D

C

IN

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N D

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5000lbs.

LOAD LIMIT

CAUTION

O

P T

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N

U

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T

IO

N

A N

S

C

S -5

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D E

T R

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A N A

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E R R

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T E M

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M I

C H

IP

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S-502

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D E

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IS

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C1

VENT PROTECTION DETAIL

0 6" 1' 2'SCALE : 1"=1'-0"

STONE (4" THICKNESS)

OPEN GRADED

" DIA.4

3NOMINAL

"SAFETY YELLOW"

EXTERIOR PAINTED

CONCRETE PIPE

REINFORCED

30" DIA. PRECAST

FINISHED GRADE

GRANULAR MATERIAL

SITE EXCAVATED

14" TUNNEL VENT PIPE

C4

BOLLARD DETAIL

0 6" 1' 2'SCALE : 1"=1'-0"

GRADE

2. PAINT YELLOW IN ACCORDANCE WITH SPECIFICATION.

1. FILL PIPE WITH CONCRETE.

NOTE:

FILLED WITH CONCRETE

" WALL THICKNESS2

8" DIA. ASTM A500 PIPE,

CONCRETE FILL

FILLED WITH CONCRETE

" WALL THICKNESS2

8" DIA. ASTM A500 PIPE,

CONCRETE FILL

14" TUNNEL VENT PIPE

VENT PIPE CAP

VENT PIPE CAP

GRANULAR MATERIAL

SITE EXCAVATED

(4" THICKNESS) ATOP

OPEN GRADED STONE

" DIA.4

3NOMINAL

"SAFETY YELLOW"

EXTERIOR PAINTED

CONCRETE PIPE

REINFORCED

PRECAST

30" DIA. x 4'-0"

T

IO

N

S-302

F5

S-102

E4

C8

LADDER DETAIL

EL 121.0

TOP OF TRENCH

FIXED LADDER

GALVANIZED STEEL

D E

T A

IL

S

3" CHAMFER

CONDUITS

ELECTRICAL

FOR

GRADE

FINISHED

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

3/4" ANCHOR BOLT

COUPLING

FLUSH

"2

24"

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

A6

LIGHT STANDARD

0 4' 8'SCALE : 3/16"=1'-0" 12'

258"

TOP OF LOCK WALL

4"

CABLE GALLERY

WITH FACE OF WALL

COUPLINGS FLUSH

1 1/2" CONDUIT

ON PLANS

INDICATED

WHERE

2 1/2" CONDUIT

J E

T

MECHANICAL ANCHOR

STEEL RUNG

T Y

P

FIELD VERIFY

EL 102.0

BOT. OF TRENCH

WEST WALL

ANGLE

PLATE OR ANGLE

W

X K

R

48"

EL 114.5

BOT. TRENCH

EL 102.0

BOT. TUNNEL

C6

VERTICAL DOWNSPOUT

SCALE : 3/4"=1'-0" 0 1' 2' 3'

@ 36" MAX SPACING

MECHANICAL ANCHORS

TYP. FASTENED 3/8" Ø

ALUMINUM STRAP

DOWNSPOUT

ALUMINUM

2" x 6"

1" DRIP EDGE

SECTION

WALK-THROUGH

REMOVABLE

C J C

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

LIGHT STANDARD CONCRETE (EXISTING)

A1 A3

LIGHT STANDARD (EXIST.)

EL VARIES

BOT. GUTTER

J

U L

Y

EL 121.0

TOP TRENCH

JOINT SEALANT

BACKER ROD AND

ISOLATION JOINT

1/2" SLOPE

CERTIFIED FINAL - READY TO ADVERTISE

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SHEET ID

®of Engineers

US Army Corps

U .S

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0 2' 4' 8'SCALE : 1/4"=1'-0"

N

D E

T R

O

IT

D

IS

T R

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GENERAL SHEET NOTES

0 2' 4' 8'SCALE : 1/4"=1'-0"D1

ARCHITECTURAL DEMOLITION FLOOR PLAN

A1

ARCHITECTURAL NEW WORK FLOOR PLAN

SHEET KEY NOTES

N

7 7 7

PAD

EQUIPMENT

EXISTING

PAD

EQUIPMENT

EXISTING

PAD

EQUIPMENT

EXISTING

PAD

EQUIPMENT

EXISTING

EXISTING TRENCH

SUM…