114419_FY21 Chi Lock Power Distribution Upgrade_100 Percent BCOES_Backcheck_Review_PLANS(21-Jul-21).pdf

PDF 44 MB Posted Aug 6, 2021

Attached to: W912P621B0015 CHICAGO HARBOR LOCK POWER DISTRIBUTION UPGRADE, CHICAGO HARBOR, CHICAGO, IL
Solicitation number: W912P621B0015
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

About this file

Written by GovTribe AI · Dec 27, 2023

This federal contract opportunity solicitation seeks proposals for a power distribution upgrade project at the Chicago Harbor Lock in Chicago, Illinois. The project scope includes removing an existing 300 KVA generator and replacing it with a new standby generator, along with installing new conductors and conduits. Incompatible conduits will also be replaced. The solicitation is restricted to small businesses with a size standard of $39.5 million. The construction cost is estimated between $250,000 and $500,000. The applicable wage rates are from General Decision Number IL20210009 dated July 2, 2021. The soliciting agency is the Department of the Army Corps of Engineers Engineering District Chicago.

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Other files

File	Type	Posted
Bid Opening Results 27SEP21.pdf	PDF	Sep 27, 2021
W912P621B0015 AMDT 0006.pdf	PDF	Sep 23, 2021
W912P621B0015 AMDT 0005.pdf	PDF	Sep 14, 2021
W912P621B0015 AMDT 0004.pdf	PDF	Sep 13, 2021
W912P621B0015 AMDT 0003.pdf	PDF	Sep 8, 2021
114419_FY21 Chi Lock Power Distribution Upgrade_AMD 0002_SPECS(27-Aug-21).pdf	PDF	Aug 31, 2021
W912P621B0015 AMDT 0002.pdf	PDF	Aug 31, 2021
114419_FY21 Chi Lock Power Distribution Upgrade_RTA_SPECS(10-Aug-21).pdf	PDF	Aug 31, 2021
AUG30 W912P6-21-B-0015_14419-6073GB_Power Distribution Upgrade FY21_Plans_AMD0002.pdf	PDF	Aug 31, 2021
114419_FY21 Chi Lock Power Distribution Upgrade_RTA_SPECS(10-Aug-21).pdf	PDF	Aug 17, 2021
AMDT 0001 W912P621B0015 Chicago Harbor Lock Power Dist Upgrade.pdf	PDF	Aug 17, 2021
114419-6073GB_Chicago Harbor Lock Power Distribution Upgrade FY21_RTA_DRAWINGS_(09-Aug-2021).pdf	PDF	Aug 17, 2021
114419_FY21 Chi Lock Power Distribution Upgrade_100 BCOES_Final Backcheck_Review Specs(30-Jul-21).pdf	PDF	Aug 6, 2021
W912P621B0015 Chicago Harbor Lock Power Dist Upgrade Solicitation and Specs.pdf	PDF	Aug 6, 2021
Chicago Lock Power Distribution Upgrade FY21 Plans .pdf	PDF	Jul 21, 2021
114419 FY21 Chi Lock Power Distribution Upgrad 90 percent BCOES Review Specs.pdf	PDF	Jul 21, 2021
W912P621B0015 Chicago Harbor Lock Power Upgrades.pdf	PDF	Jul 21, 2021

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US Army Corps of Engineers ®

CHICAGO DISTRICT

2 3

CHICAGO HARBOR LOCK

POWER DISTRIBUTION UPGRADE

CHICAGO, ILLINOIS

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Chicago lawr\ k

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Avalon Part

PROJECT AREA

RO'iE!AND

Merrionette Park

Alsip Co!umet eart

LOCATION MAP

(N.T.S.)

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Crestwood Robbins

SOLICITATION NO.:

CONTRACT NO.:

W912P6-21-B-00XX

W912P6-21-C-00XX

ISSUE DATE: JULY 2021

Whiting

VICINITY MAP

(N.T.S.)

PRELIMINARY 100% BCOES/ATR BACKCHECK SUBMITTALS

%PRODUCTION DATA 2%

%PRODUCTION DATA 1 %

%PRODUCTION DATA 3% %PRODUCTION DATA4%

SHEET SHEET

NUMBER REFERENCE

1. G-001

2. G-002

3. G-003

4. V-101

5. CS-001

6. CS-002

7. ED-101

8. ED-102

9. ED-103

10. ES-001

11. ES-002

12. ES-101

13. ES-102

14. ES-103

15. ES-104

16. ES-301

17. ES-302

18. ES-601

19. ES-901

20. ES-902

21. SS-501

8 9 10

SHEET INDEX

TITLE

LOCATION, VICINITY MAP AND SHEET INDEX

LEGEND, ABBREVIATIONS AND SYMBOLS

LEGEND AND SYMBOLS

SURVEY CONTROL AND BENCHMARKS

OVERALL SITE PLAN

OVERALL SITE PLAN - WORK LIMITS AND STAGING

ELECTRICAL DEMOLITION PLAN 1 OF 3

ELECTRICAL DEMOLITION PLAN 2 OF 3

ELECTRICAL DEMOLITION PLAN 3 OF 3

GENERAL NOTES

WIRE SCHEDULE

ELECTRICAL SITE PLAN 1 OF 4

ELECTRICAL SITE PLAN 2 OF 4

ELECTRICAL SITE PLAN 3 OF 4

ELECTRICAL SITE PLAN 4 OF 4

DUCT BANK SECTIONS

EXISTING CONDITIONS

PROJECT PARTIAL ONE LINE DIAGRAM

ROUTING PLAN PICTURES 1

ROUTING PLAN PICTURES 2

STRUCTURAL CONCRETE PAD DETAILS

THIS PROJECT WAS DESIGNED BY THE

CHICAGO DISTRICT CORPS OF ENGINEERS. THE

INITIALS OR SIGNATURES AND REGISTRA-

TION DESIGNATIONS OF INDIVIDUALS APPEAR

ON THESE PROJECT DOCUMENTS WITHIN

THE SCOPE OF THEIR EMPLOYMENT AS

REQUIRED BY ER 1110-1-8152. SIGNATURES

INDICATE OFFICIAL RECOMMENDATION OF

ALL DRAWINGS IN THIS SET.

REVIEWED BY:

N/A

N/A, P.E. DATE

ATR TEAM LEADER

SIGNATURE AFFIXED BELOW INDICATE OFFICIAL

RECOMMENDATION AND APPROVAL FOR ALL

DRAWINGS CONTAINED IN THE SHEET INDEX.

APPROVAL RECOMMENDED BY:

N/A

PROJECT MANAGER

APPROVED BY:

JOHN GROBOSKI

JOHN GROBOSKI, P.E.

CHIEF, DESIGN SECTION

DATE

US Army Corps of Engineers® w w J:

en 0:::

SHEET ID

G-001 z ii':

PRELIMINARY 90% SUBMITTAL INITIAL BCOES/ATR

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

R O

J E

C T

I D

E N

A M

%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

%PRODUCTION DATA 1%

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

A N

S I

G-002

K P

M O

Y A

A N

S I

G-002

K P

M O

Y A

C H

G O

A S

A L

L E

S T

C H

G O

T R

K P

M O

Y A

ABBREVIATIONS

COURSE(S)CRS

CROSS GRAINCRG

CORROSIVE RESISTANT STEELCRES

CIRCUMFERENCECRCMF

CARPETCPT

COMPRESSIBLECPRS

COVERCOV

CORRIDORCORR

CONTRACTORCONTR

CONTINUE CONT

CONSTRUCTIONCONSTR

CONNECTCONN

CONCRETECONC

COMPARTMENTCOMPT

COMBUSTIONCOMB

COMMONCOM

COLUMNCOL

CARBON DIOXIDECO2

CLEANOUTCO

COUNTERCNTR

CORNERCNR

CONDUCTIVE NEOPRENE LATEXCNL

CONDUITCND

CONCRETE MASONRY UNITCMU

COMPOSITECMPST

CORRUGATED METAL PIPECMP

CENTIMETER(S)cm

CLEAR WIRED GLASSCLWG

CLEAR(ANCE)CLR

CLOSURECLOS

CLOSETCLO

CONTRACT LIMIT LINECLL

CLEAR GLASSCLGL

CEILING HEIGHTCLG HT

CEILINGCLG

CENTER LINECL

CIRCUIT BREAKERCKT BRKR

CIRCUITCKT

CONSTRUCTION JOINTCJ

CONTROL JOINTCJ

CIRCULARCIRC

CAST-IN-PLACECIP

CURB INLETCI

CAST IRONCI

CHROME PLATEDCHR PL

CHECKCHK

CHIMNEYCHIM

CHAMFERCHFR

CHALKBOARDCH BD

CORNER GUARDCG

CUBIC FEET PER MINUTECFM

COUNTERFLASHINGCFLG

CONDUCTIVE FLOORINGCFI

CERAMICCER

CEMENT PLASTERCEM PLAS

CEMENTCEM

COVER ELEVATIONCE

CLOSED CIRCUIT TELEVISIONCCTV

CUBICLE CURTAIN TRACKCCT

CATCH BASINCB

CAPACITYCAP

CABINETCAB

BOTH WAYSBW

BUILT-UP ROOFINGBUR

BETWEENBTWN

BTU PER HOURBtuH

BRITISH THERMAL UNITBtu

BASEMENTBSMT

BOTH SIDESBS

BRONZEBRZ

BRACKETBRKT

BRICKBRK

BEARING PLATEBRG PL

BEARINGBRG

BRIDGINGBRDG

BRACINGBRCG

BACK PLASTER(ED)BP

BOTTOMBOT

BOTTOM OFBO

BENCHMARKBM

BELOWBLW

BUILDINGBLDG

BUILDING LINEBL

BED JOINTBJT

BITUMINOUSBITUM

BEVELBEV

BRICK EXPANSION JOINTBEJ

BOUNDARYBDRY

BOARDBD

BOOKCASEBC

BULLETIN BOARDBB

ACOUSTICAL WALL TREATMENTAWT

AMERICAN WIRE GAUGEAWG

AVERAGEAVG

AUTOMATICAUTO

ACOUSTICAL TILE CEILINGATC

ASPHALTASPH

ABOVE SUSPENDED CEILINGASC

ASBESTOSASB

AMERICAN REFRIGERATION INSTITUTEARI

ARCHITECTARCH

APPROXIMATEAPPROX

APPROVEDAPPD

AMERICAN NATIONAL STANDARDS INSTITUTEANSI

ANODIZEANOD

AMPEREAMP

AMBIENTAMB

ALUMINUMALUM

ALTERNATEALT

ACTIVE LEAFA.L.

AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC

AMPERE INTERRUPTING CAPACITYAIC

AREA INLETAI

AIR HANDLING UNITAHU

ANCHOR AHR

AGGREGATEAGGR

ABOVE FINISHED FLOORAFF

AUTOMATIC DOOR OPERATORADO

ADJACENT, ADJOINING, ADJUSTABLEADJ

ADHESIVEADH

ADDENDUMADDM

ACOUSTICAL CEILING TILEACT

ACOUSTICACST

ALUMINUM CABLE STEEL REINFORCEDACSR

ACCESS PANELACS PNL

ACCESS DOORACS DR

ACRYLIC PLASTICACR

AMERICAN CONCRETE INSTITUTEACI

ACCESSIBLEACC

ALTERNATING CURRENTAC

ABOVEABV

ANCHOR BOLTAB

AIR CONDITIONING UNITA/C UNIT

AIR CONDITIONINGA/C

ANGLEL

FRAMINGFRMG

FORGEDFRG

FRAMEFR

FIRE RESISTANT FR

FEET PER MINUTEFPM

FIREPROOFFP

FIRE PARTITIONFP

FACE OF STUDFOS

FACE OF MASONRYFOM

FACE OF FINISHFOF

FACE OF CONCRETEFOC

FENCEFN

FLUORESCENTFLUOR

FLOOR PLATEFLR PL

FLOORINGFLG

FLEXIBLEFLEX

FLOORFLR

FLASHINGFLASH

FLUSH JOINTFJT

FIXTUREFIXT

FINISH FLOORFIN FLR

FINISHFIN

FIGUREFIG

FLAT HEAD WOOD SCREWFHWS

FIRE HOSE STATIONFHS

FIRE HOSE RACKFHR

FLAT HEAD MACHINE SCREWFHMS

FIRE HOSE CABINETFHC

FLAT HEADFH

FIRE HYDRANTFH

FIBERGLASSFGL

FACTORY FINISHFF

FIRE EXTINGUISHER CABINETFEC

FIRE EXTINGUISHER BRACKETFEB

FIRE EXTINGUISHERFE

FOUNDATIONFDTN

FIRE DAMPERFDMPR

FLOOR DRAINFD

FAN COIL UNITFCU

FLOOR CLEANOUTFCO

FLOOR CONSTRUCTION JOINTFCJ

FACINGFCG

FACE BRICKFC BRK

FOOT CANDLEFC

FIRE BRICKF BRK

FRESH AIR INTAKEFAI

FIRE APPARATUS CLOSETFAC

FRESH AIRFA

FIRE ALARMFA

FAHRENHEITF

EXTERIOREXT

EXPANSION BOLTEXP BT

EXPOSEDEXP

EXPANSIONEXP

EXISTINGEXST

EXHAUST AIREXH A

EXHAUSTEXH

EXCAVATEEXC

ENTERING WATER TEMPERATUREEWT

ELECTRIC WATER COOLEREWC

ESTIMATE(D)EST

ESCALATORESCAL

EQUIPMENTEQUIP

EQUALEQ

EPOXY COATINGEPY

EXPLOSION PROOFEPRF

ELECTRICAL PANELBOARDEP

ENTRANCE, ENTERINGENTR

ENCLOSE(URE)ENCL

EMERGENCYEMER

ESTIMATED MAXIMUM DEMANDEMD

EXPANDED METAL EM

ELECTRICELEC

ELEVATION - GRADE OR BUILDINGEL

EXPANSION JOINTEJ

EACH FACEEF

ENTERING AIR TEMPERATUREEAT

EACHEA

EASTE

DIRECT EXPANSIONDX

DUMBWAITERDWTR

DRAWERDWR

DOWELSDWLS

DRAWINGDWG

DOVETAIL DVTL

DRAIN TILEDT

DOWNSPOUTDS

DOUBLE STRENGTH (GLASS)DS

DOOR CLOSERDR CL

DRAINBOARDDRB

DRAINDR

DOORDR

DOWNDN

DEMOUNTABLEDMT

DAMPERDMPR

DAMPPROOFINGDMPF

DEAD LOADDL

DIVISIONDIV

DISTRIBUTION PANELDISTR PNL

DISPENSERDISP

DISCONNECTDISC

DIMENSIONDIM

DIAGONALDIAG

DIAMETERDIA

DUCT HEATERDH

DOUBLE HUNGDH

DRINKING FOUNTAINDF

DETAILDET

DEPARTMENTDEPT

DEPRESSIONDEPR

DEMOLITIONDEMO

DEGREEDEG

DUMMY CONTROL JOINTDCJT

DOWELED CONTROL JOINTDCJ

DOUBLE ACTING DOORDBL ACT DR

DOUBLEDBL

DRY BULBDB

DATUMDAT

PENNY (AS IN NAIL - 10D)d

CYLINDERCYL

COLD WATERCW

CONDUCTIVE VINYL HOMOGENEOUS (SHEET TYPE)CVH

CEILING VENTCV

CUBIC YARDSCU YD

CABINET UNIT HEATERCUH

CUBIC FEETCU FT

COPPERCu

CONDENSING UNITCU

CENTERCTR

CENTER TO CENTERC TO C

CURRENT TRANSFORMERCT

CERAMIC TILECT

CASEMENTCSMT

COUNTERSUNKCSK

CAST STONECS

LIGHTINGLTG

LIGHTWEIGHTLT WT

LIGHTLT

LAWN SPRINKLERLS

LIVING ROOMLR

LOW POINTLPT

LIGHTPROOF LOUVERLPL

LIGHTPROOF DOORLPD

LIGHTPROOFLP

LONGITUDINALLONG

LINTELLNTL

LIMESTONELMST

LUMENLM

LEAD-LINED DOORLLD

LIVE LOADLL

LOCKERLKR

LINEARLIN

LEFT HAND(ED)LH

LENGTHLG

LOADINGLDG

LOADLD

LIGHT CONTROLLC

LUMBERLBR

LABELLBL

POUNDLB

LAG BOLTLB

LAVATORYLAV

LAUNDRYLAU

LEAVING AIR TEMPERATURELAT

LAMINATELAM

LADDERLAD

LABORATORYLAB

KEYWAYKWY

KILOWATTkW

KILOVOLT AMPERES REACTIVEkVAR

KILOVOLT AMPERESkVA

KILOVOLTSkV

KICKPLATEKPL

KNOCKOUT PANELKOP

KITCHENKIT

KILOPOUND (1000 POUNDS)KIP

JOINTJT

JOISTJST

JUNCTIONJCT

JUNCTION BOXJ-BOX

JANITOR’S CLOSETJAN CLO

INSIDE PIPE SIZEI.P.S.

IRON PIPE SIZEIPS

IRON PIPEIP

INVERTINV

INTERMEDIATEINTM

INTERIORINT

INSULATIONINSUL

INSULATING FILLINSF

INCLUDEDINCL

INCINERATORINCIN

INCHIN

INTERLOCKILK

ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICAIESNA

INSIDE DIAMETERID

INTERCOMIC

HERTZHz

HYDRAULICHYDR

HEATING, VENTILATING AND AIR CONDITIONINGHVAC

HEATERHTR

HEATINGHTG

HEIGHTHT

HOUSEKEEPINGHSKPG

HIGH-STRENGTH GYPSUM PLASTERHSGYP

HIGH STRENGTHHS

HOURHR

HIGH POINTHPT

HORSEPOWERHP

HIGH PRESSUREHP

HORIZONTALHORIZ

HANDRAILHNDRL

HOLLOW METALHM

HOOK(S)HK

HANDHOLEHH

HEXAGONHEX

HIGH EARLY-STRENGTH CEMENTHES

HARDWOODHDWD

HARDWAREHDW

HEADERHDR

HEAD JOINTHD JT

HARDBOARDHDBD

HEAVY DUTYHD

HEADHD

HANDICAPPEDHCP

HALON CONTAINMENT DAMPERHCD

HOLLOW COREHC

HOSE BIBBHB

GYPSUM PLASTERGYP PLAS

GYPSUM BOARDGYP BD

GYPSUMGYP

GLAZED WALL TILEGWT

GROUTGT

GLAZED STRUCTURAL UNITSGSU

GLAZED STRUCTURAL TILEGST

GRATINGGRTG

GRADE LINEGR LN

GRANITEGRAN

GYPSUM TILEGPT

GALLONS PER MINUTEGPM

GOVERNMENTGOVT

GROUNDG

GLAZED CONCRETE MASONRY UNITSGLZ CMU

GLAZINGGLZ

GLASS FIBERGLF

GLASS BLOCKGL BLK

GLASSGL

GASKET(ED)GKT

GALVANIZED IRON PIPEGIP

GALVANIZED IRONGI

GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLEDGFE/CI

GOVERNMENT-FURNISHED EQUIPMENTGFE

GROUND FAULT CIRCUIT INTERRUPTERGFCI

GROUND FACEGF

GENERALGEN

GENERAL CONTRACTORGC

GRAB BARGB

GALVANIZED STEELGALV STL

GALVANIZEDGALV

GALLON(S)GAL

GAGEGA

NATURAL GASG

FABRIC WALL COVERINGFWC

FIRE WATERFW

FUTUREFUT

FURRINGFURG

FOOTINGFTG

FEETFT

FASTEN(ER)FSTNR

FULL SIZEFS

FIRE-RETARDANTFRT

PRESTRESSED CONCRETEPS CONC

PRESSED STEELP.S.

PIPE SPACEPS

PRESSURE-REGULATING VALVEPRV

PROJECTPROJ

PARKINGPRKG

PREFORMEDPREFMD

PREFINISHEDPREFIN

PREFABRICATE(D)PREFAB

PAIRPR

PARTS PER MILLIONPPM

POLISHED PLATE GLASSPPGL

PORTABLEPORT

PORCELAINPORC

POLISHEDPOL

PAINT(ED)PT

PANELPNL

PLYWOODPLYWD

PLATE GLASSPL GL

PILINGPLG

POUNDS PER LINEAR FOOTPLF

PLUMBINGPLBG

PLATFORMPLAT

PLASTERPLAS

PLASTIC LAMINATEPLAM

PROPERTY LINEPL

PLATEPL

POST INDICATING VALVEPIV

PREFAB ISOLATION POWER UNITPIPU

POINT OF INTERSECTIONPI

PHARMACYPHAR

PHASEPH

PERIMETERPERIM

PERFORATE(D)PERF

PEDESTALPED

PAVEMENT DRAINPD

CEMENT PLASTER (PORTLAND)PCP

POUNDS PER CUBIC FOOTPCF

PRECAST CONCRETEPCC

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

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

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STORM DRAINSD

STRUCTURAL CLAY TILESCT

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SPLASH BLOCKSB

SUPPLY AIRSA

SOUTHS

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REVERSERVS

RUBBER TILE FLOORRTF

RAISED PATTERN RUBBER TILERPRT

REVOLUTIONS PER MINUTERPM

RETRACTABLE PARTITIONRP

RIGHT OF WAYROW

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RIGID INSULATIONRDG INS

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RECEIVERRCVR

REINFORCED CONCRETE PIPERCP

REMOTE CONTROLRC

RUBBERRBR

RUBBLE STONERBL

RUBBER BASE, RESILIENT BASERB

RETURN AIR REGISTERRAR

RETURN AIR GRILLERA GR

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RANGER

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PASS WINDOWPW

PAVINGPVG

POLYVINYL CHLORIDEPVC

PAVEDPV

PAPER TOWEL RECEPTACLEPTR

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PAPER TOWEL DISPENSERPTD

POST-TENSIONED CONCRETEPT CONC

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PNEUMATIC TUBEPT

POUNDS PER SQUARE INCHPSI

POUNDS PER SQUARE FOOTPSF

YARD DRAINYD

YARDYD

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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

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%PRODUCTION DATA 2%

%PRODUCTION DATA 3% %PRODUCTION DATA 4%

G-003G-003

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G-003

LEGEND

STORM MANHOLE

WATER MANHOLE

FENCE

STANDARD ABBREVIATIONS

MONITORING WELL

WATER VALVE VAULT

FIRE HYDRANT

CATCH BASIN

WATER LEVEL

ELECTRIC HANDHOLE

GUY WIRE

WORK POINTWP

WORK LIMITWL

WELL POINTSWLP

VERTICALV

VERIFY IN FIELDVIF

TYPICALTYP.

STEEL SHEET PILESSP

REINFORCED CONCRETE PIPERCP

PIPE SLOPES

OCEAN SURVEYS, INC.OSI

NOT TO SCALENTS

NORTH AMERICAN VERTICAL DATUMNAVD

NATURAL WATER LINENWL

NATIONAL GEODETIC VERTICAL DATUMNGVD

MONITORING WELLMW

MINIMUMMIN

MANHOLEMH

LOCAL CONTROL PANELLCP

ILLINOIS DEPARTMENT OF TRANSPORTATIONIDOT

HORIZONTALH

HIGH WATER ELEVATIONHWL

GRATED MANHOLEG.M.H.

GRATE DRAING.D.

GRADE AT FOUNDATIONGF

FIRE HYDRANTFH

FINISH FLOORFF

EXTRACTION WELLEN

EXPANSION JOINTEJ

ELEVATIONELEV

ELECTRICAL MAN HOLEEMH

ELECTRICAL HAND HOLEEHH

DUCTILE IRON PIPED.I.P.

DIGITAL TERRAIN MODELDTM

DIAMETER AT BREAST HEIGHTDBH

DIAMETERDIA.

CORRUGATED METAL PIPECMP

CORPS OF ENGINEERSCOE

CONTRACTING OFFICER'S REPRESENTATIVECOR

CONSTRUCTION JOINTCJ

CENTERLINECL

CATCH BASINCB

ARMY CORPS OF ENGINEERSACOE

TREE

TELEPHONE LINE

LINE STYLES

SYMBOLS

WATER DOMESTIC MAIN

STORM DRAIN

-10 DESIGN CONTOUR

EXISTING CONTOUR-11

ELECTRICAL MANHOLE UTILITY POLE

CATCH BASIN ROUND

DETAIL INDICATOR

X# SCALE:

DRAWING AREA TITLE

TRIANGULATION POINT

SECTION INICATOR

DIRECTION OF CUT

DETAIL IS SHOWN

SHEET WHERE

SECTION IS SHOWN

SHEET WHERE

W.L. AT '( )

ELECTRICAL PRIMARY

ELECTRICAL SECONDARY

OF DETAIL

GRID LETTER/NUMBER

SECTION

GRID LETTER/NUMBER OF

DRAWING AREA TITLE INDICATOR

GRID LETTER/NUMBER

GAS LINE

CONDUITS

GENERAL NOTES

SANITARY FORCE MAIN

WATER MAIN

TELECOMFIBER OPTIC

LIGHT FIXTURE

WATER (PUBLIC MAIN)

RIPRAP GRAVEL PATH

EXISTING EASEMENT

CONSTRUCTION WORK LIMITS

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CONDITIONS AT THE COMPLETION OF WORK.

13. ALL STAGING, STORAGE AND TEMPORARY EASEMENT AREAS SHALL BE RESTORED TO PRE-CONSTRUCTION GRADE AND

12. NO BURNING OR INCINERATION OF RUBBISH WILL BE PERMITTED ON THE SITE

11. ALL WORK SHALL BE PERFORMED IN ACCORDACE WITH EM 385-1-1, DATED 30 NOVEMBER 2014.

BE REPLACED IN KIND AT NO COST TO THE GOVERNMENT.

FACILITY WHICH IS REMOVED TO ACCOMMODATE CONSTRUCTION ACTIVITIY OR DAMAGED DURING CONSTRUCTION ACTIVITIY SHALL

SHALL BE REPLACED TO THE SATISFACTION OF THE OWNER AND AT NO COST TO THE GOVERNMENT. ANY PAVEMENT, UTILITY, OR OTHER

10. EXISTING STRUCTURES, SIGNAGE, AND OTHER FACILITIES TO REMAIN SHALL BE PROTECTED FROM DAMAGE AND IF DAMAGED, WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL LAWS AT NO ADDITIONAL COST TO THE GOVERNMENT.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF EXCAVATED MATERIALS AND CONSTRUCTION DEBRIS OFF-SITE IN STRICT ACCORDANCE

DURING CONSTRUCTION.

8. THE CONTRACTOR SHALL NOTIFY THE GOVERNMENT OF ANY SUBSURFACE UTILITY OR OTHER PIPE NOT SHOWN ON THE DRAWINGS THAT IS ENCOUNTERED

REPLACEMENT COSTS OF UTILITIES DAMAGED DURING CONSTRUCTION WHETHER ABOVE OR BELOW GRADE AT NO ADDITIONAL COST TO THE GOVERNMENT.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORT AND PROTECTION OF EXISTING UTILITIES AND STRUCTURES, AS WELL AS REPAIR AND/OR

ON THAT ACCOUNT SHOULD THERE BE OTHER THAN SHOWN.

LINES SHOWN ON THESE PLANS ARE NOT WARRENTED TO BE EXACT, NOR IS IT WARRENTED THAT ALL ARE SHOWN. THE CONTRACTOR SHALL HAVE NO CLAIM

6. THE LOCATION, SIZE, AND MATERIAL OF EXISTING PIPES, DUCTS, CONDUITS AND OTHER UNDERGROUND STRUCTURES AND THE LOCATION OF PROPERTY

TO PROCEED VIA THE FOLLOWING INFORMATION

LOCATIONS AT LEAST TWO (2) BUSINESS DAYS, BUT NOT MORE THAN FOURTEEN (14) BUSINESS DAYS PRIOR TO CONSTRUCTION AND AFTER NOTICE

5. THE CONTRACTOR SHALL CONSULT WITH ALL UTILITY SYSTEM OWNERS ON SITE. CONTRACTOR SHALL VERIFY PIPELINE

4. HORIZONTAL DATUM AND DISTANCES ARE REFERENCED TO TEXAS STATE PLANE, NAD83, ILLINOIS STATE PLANE EAST, U.S. SURVEY FEET.

3. ELEVATIONS ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) USING GEOID12B, U.S. SURVEY FEET.

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER’S AUTHORIZED REPRESENTATIVE OF ANY SIGNIFICANT DISCREPANCIES.

2. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRCTOR SHALL FIELD VERIFY ALL DIMENSIONS, LOCATIONS AND ELEVATIONS.

PERMITS SHALL BE OBTAINED AS REQUIRED PRIOR TO COMMENCING WITH CONSTRUCTION.

1. THE CONTRACTOR SHALL FOLLOW ALL GOVERNING REGULATIONS AND SHALL OBTAIN ALL NECESSARY PUBLIC AGENCY PERMITS.

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%PRODUCTION DATA 3% %PRODUCTION DATA 4%

A G

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NAVD88

IL EAST NAD83 STATEPLANE COORDINATES

BRASS DISK

HORIZONTAL & VERTICAL CONTROL POINTS

POINT

NORTHING (Y) EASTING (X)

DESCRIPTION

ELEV.

C-7 1,903,091.14 1,181,013.77

MSD-2 1,903,071.19 1,180,873.46

GENERAL NOTES

LOCK PARKING LOT

CHICAGO HARBOR

GATE

WEST SECTOR

CONTROL HOUSE

CHICAGO LOCK

GATE

EAST SECTOR

NAVY PIER

ILLINOIS STREET

L A

K E

S H

O R

E D

C-7

100 0 100 200

SCALE IN FEET

GRAND AVE.

MSD-2

5. CONVERSION FROM NAVD88 - 579.18 = CCD

TO NGS PIDS ME3251 (A.K.A. C-7), ME3260 (A.K.A. MSD-2).

4. ALL HORIZONTAL AND VERTICAL CONTROL POINTS ARE REFERENCED

VERTICAL DATUM OF 1988 (NAVD88) U.S. FEET.

3. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN

OF 1983 (NAD83) U.S. FEET.

PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM

2. ALL COORDINATES SHOWN ARE REFERENCED TO THE ILLINOIS STATE

TIME OF BIDDING, AND INCLUDE COST ACCORDINGLY IN THE BID.

NECESSARY ACTIONS TO ASSESS THE EXISTING CONDITIONS AT THE

DIFFER FROM THOSE SHOWN. THE CONTRACTOR SHALL TAKE ALL

TIME. EXISTING CONDITIONS DURING CONSTRUCTION MAY VARY AND

CHICAGO DISTRICT AND REPRESENTS CONDITIONS EXISTING AT THAT

2015 SURVEY PERFORMED BY US ARMY CORPS OF ENGINEERS,

1. THE CONTROL POINTS SHOWN ON THIS SHEET ARE FROM AN JUNE

588.024

582.576

CHI-LOCK-8

1,181,818.99 586.100 BRASS DISKCHI-LOCK-8 1,902,805.29

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-2

-C

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PRELIMINARY 90% SUBMITTAL INITIAL BCOES/ATR

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®of Engineers

US Army Corps

RIVER WALL

LIGHT POLE

CONDUCTORS

CONDUCTORS AND CONTROL

NEW GENERATOR POWER

EXISTING 1-4", 1-2" RIGID CONDUIT FOR

CHICAGO RIVER

LAKE MICHIGAN

TO BE REMOVED

EXISTING GENERATOR

SEE NOTE 1.

W/ NEW CONCRETE PAD.

INTEGRAL FUEL TANK SET

NEW GENERATOR &

MANHOLE TO WELDHOUSE

REROUTE CONDUIT FROM

LOCK CONTROL BUILDING PER ELECTRICAL PLANS

REMOVE AND REPLACE CONDUITS AND WIRING TO

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

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GENERAL NOTES

SITE PLAN

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PRELIMINARY 90% SUBMITTAL INITIAL BCOES/ATR

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SCALE: N.T.S.

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PARALLEL TO LAKE WALL.

CONCRETE PAD. PAD SHALL BE ALIGNED WITH LONG EDGE

1. REFER TO STRUCTURAL SHEET SS-501 FOR DETAILS OF NEW

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CHICAGO RIVER

N STREETER DR

LAKEFRONT TRAIL

P A

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P A

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E GRAND AVE

CHICAGO MARINE

SAFTEY STATION

LAKE MICHIGAN

NAVY PIER

CHICAGO HARBOR LOCK CHAMBER

E ILLINOIS ST

GATE ACCESS

ACCESS ROUTE TO STAGING AREA

PARKING LOT

CHICAGO LOCK

STAGING AREA/

WORK LIMITS

TO CHICAGO LOCK CHAMBER

LAND BASE ACCESS ROUTE

GRAVEL ROAD

NORTH PIER

SLUICE GATES

SL01 SL02

SL03

SL04

WL02

WL03

WL01

WL04

WL05

WL06

C-7

MSD-2

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%PRODUCTION DATA 3% %PRODUCTION DATA 4%

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SCALE: 1" = 100'

NORTH

PLAN

100' 200'0

SITE ACCESS, STAGING & MOORING AREAS

GENERAL NOTES

ILLINOIS STATE PLANE EAST NAD83

WORK LIMITS

CHICAGO LOCK CHAMBER

WL06

WL05

WL04

WL03

WL02

WL01

POINT

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COORDINATES

ILLINOIS STATE PLANE EAST NAD83

STAGING LIMITS

CHICAGO LOCK CHAMBER

SL04

SL03

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SL01

POINT

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PRELIMINARY 90% SUBMITTAL INITIAL BCOES/ATR

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CS-002CS-002CS-002

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1,903,137.6675

1,902,783.8352

1,902,869.5190

1,902,778.9424

1,902,863.7910

1,902,852.3148

NORTHING

1,182,341.3610

1,182,529.7110

1,182,526.3912

1,181,842.3634

1,181,726.2686

1,181,734.4028

EASTING

1,903,122.5999

1,903,186.4819

NORTHING

1,181,176.2398

1,181,319.1556

1,181,176.2398

EASTING

NORTH BASIN WALL.

LOADS SHALL BE LIMITED TO 150 PSF ON ANY OF THE LOCK WALLS AND THE

PIER TUNNEL EXISTING RIVERSIDE SHEET PILE WALL, AND CONSTRUCITON

ADDITIONALLY, NO LOADS MAY BE APPLIED WITHIN 50 FEET OF THE NORTH

AND CHICAGO LOCK OPERATIONS TEAM FOR ACCESS LOAD LIMITS.

WORK LIMITS. HOWEVER CONTRACTOR MUST COORDINATE WITH THE COR

THE CONTRACTOR IS ALLOWED LAND BASED ACCESS WITHIN & OUT OF THE 2.

SHARING THE STAGING SPACE IN THE PARKING LOT.

PARKING LOT. THERE MAY BE OTHER CONTRACTORS IN THE VICINITY

HOWEVER, THE CONTRACTOR DOES NOT HAVE RIGHTS TO THE ENTIRE

BE USED BY THE CONTRACTOR TO PLACE EQUIPMENT, MATERIALS, ETC.

THE EXTENTS OF THE PARKING LOT, CALLED OUT AS THE STAGING AREA MAY 1.

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SHEET KEYNOTES

0 8' 32'16'A1

ELECTRICAL SITE PLAN - DEMOLITION

SCALE: 3/32"=1'-0"

ED-101ED-101

NORTH

PLAN

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PRELIMINARY 90% SUBMITTAL INITIAL BCOES/ATR

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MATCHLINE TO ED-101

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SWITCHBOARD TO THE MCC LOCATED INSIDE OF THE LOCKHOUSE.

DETAIL A6. THE CONDUIT SHALL BE REMOVED END TO END FROM THE

CONDUIT AND ASSOCIATED CONDUCTOR. SHOWN ON SHEET ES-301 IN

THE CONTRACTOR SHALL REMOVE THE SOUTHEAST BUBBLER COMPRESSOR 3.

CONDUITS. REMOVE THE 4" MISALIGNED CONDUITS FROM END TO END.

REMOVE FEEDER TO THE LOCK CONTROL BUILDING FROM TWO, 4" 2.

ASSOCIATED CONDUITS, AND COVERS.

DISCONNECT AND REMOVE EXISTING GENERATOR, THE GENERATORS 1.

ES-104

PULLBOX

THE TWO, 4" MISALIGNED CONDUITS FROM END TO END.

REMOVE FEEDER TO THE LOCK CONTROL BUILDING FROM TWO, 4" CONDUITS. REMOVE

U .S

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A1 0 8' 32'16'

SHEET KEYNOTES

ED-102ELECTRICAL SITE PLAN - DEMOLTION

SCALE: 3/32"=1'-0"

M A

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PRELIMINARY 90% SUBMITTAL INITIAL BCOES/ATR

C H

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L O

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E C

T R

L D

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SWITCHBOARD TO THE MCC LOCATED INSIDE OF THE LOCKHOUSE

DETAIL A6. THE CONDUIT SHALL BE REMOVED END TO END FROM THE

CONDUIT AND ASSOCIATED CONDUCTOR. SHOWN ON SHEET ES-301 IN

THE CONTRACTOR SHALL REMOVE THE SOUTHEAST BUBBLER COMPRESSOR 3.

CONDUITS. REMOVE THE 4" MISALIGNED CONDUITS FROM END TO END.

REMOVE FEEDER TO THE LOCK CONTROL BUILDING FROM TWO, 4" 2.

ASSOCIATED CONDUITS, AND COVERS.

DISCONNECT AND REMOVE EXISTING GENERATOR, THE GENERATORS 1.

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ES-302

ES-104

LAKE MICHIGAN

WATER DEPTH ~20 FEET

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A1 0 8' 32'16'

SHEET KEYNOTES

ED-103ELECTRICAL SITE PLAN - DEMOLTION

SCALE: 3/32"=1'-0"

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PRELIMINARY 90% SUBMITTAL INITIAL BCOES/ATR

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LOCKHOUSE.

END FROM THE SWITCHBOARD TO THE MCC LOCATED INSIDE OF THE

SHEET ES-301 IN DETAIL A6. THE CONDUIT SHALL BE REMOVED END TO

COMPRESSOR CONDUIT AND ASSOCIATED CONDUCTOR. SHOWN ON

THE CONTRACTOR SHALL REMOVE THE SOUTHEAST BUBBLER 2.

CONDUITS. REMOVE THE 4" MISALIGNED ONDUITS FROM END TO END.

REMOVE FEEDER TO THE LOCK CONTROL BUILDING FROM TWO, 4"

NORTH

PLAN

ES-104

MCC-P2

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ADVANCE.

THE ENERGIZED WORK REQUEST MUST BE PREPARED IN D.

PROTECTIVE EQUIPMENT.

EQUIPMENT AND ENSURE PROPER USE OF PERSONAL

MUST APPROVE ANY PLAN TO WORK ON ENERGIZED

A QUALIFIED SUPERVISOR MUST BE CONSULTED AND C.

USE TWO -PERSON TEAMS TO PERFORM WORK.B.

WORK IN ADVANCE.

CONTRACTING OFFICER. THE CO MUST APPROVE ENERGIZED

SUBMIT A REQUEST FOR LIVE WORK THROUGH THE A.

COMPLETED THE CONTRACTOR SHALL:

LIVE PARTS EXPOSED. IN THE EVENT THAT LIVE WORK MUST BE

WORK AREA SHALL BE PLACED IN A SAFE CONDITION WITH NO

DE-ENERGIZED PRIOR TO ENERGIZING THE EQUIPMENT, THE

ALL WORK SHALL BE COMPLETED WHILE THE FEEDERS ARE 5.

EQUIPMENT (PPE) REQUIRED TO PERFORM WORK.

CONTRACTOR SHALL FURNISH ALL PERSONAL PROTECTIVE 4.

COMPLYING WITH THE ENERGIZED WORK PERMIT.

SAFE WORKING POSITIONS, HANDLING TOOLS SAFELY, AND

CHECKING THEM CONSTANTLY TO MAKE SURE THEY ARE IN

SUPERVISOR MUST CLOSELY SUPERVISE THE WORKERS,

WHILE THE JOB IS IN PROGRESS, AN ON -SITE C.

WRITTEN SAFE CLEARANCE FORM.

OF THIS PARAGRAPH, COR APPROVAL IS GRANTED THROUGH A

ABOVE SHALL BE FOLLOWED; HOWEVER, FOR THE PURPOSES

PERFORMING "ENERGIZED WORK" AND ALL THE PROCEDURES

PURPOSE OF ISOLATING CIRCUITS IS CONSIDERED

OPERATING CIRCUIT BREAKERS/DISCONNECTS) FOR THE

OFF/ON A SWITCH, OPENING AND CLOSING SWITCHES, OR

DE-ENERGIZING/RE-ENERGIZING METHODS (I.E., TURNING

CONVENTIONAL CIRCUIT B.

ENSURE SAFETY.

SUPERVISION, TRAINING, AND PLANNING ARE PARAMOUNT TO

EQUIPMENT AND APPROPRIATE SUPERVISION. PROPER

PLACE SPECIAL EMPHASIS ON PERSONAL PROTECTIVE A.

WITHOUT MEETING THE FOLLOWING REQUIREMENTS:

STARTING. ENERGIZED WORK SHALL NOT BE ALLOWED

REVIEWED WITH ALL PERSONNEL IMMEDIATELY BEFORE

WORK PROCEDURES LISTED IN AFI 32-1064 ARE FOLLOWED AND

EXTREME CAUTION AND ONLY WHEN THE BASIC ENERGIZED

ABSOLUTELY NECESSARY, IT SHOULD BE ACCOMPLISHED WITH

ENERGIZED CIRCUITS: WHEN ENERGIZED WORK IS DEEMED 3.

PARAGRAPH 11.A.02.C. REFERENCE NFPA70E.

CONTAIN INFORMATION REQUIRED BY USACE EM 385-1-1

VIA THE CONTRACTING OFFICER FOR ACCEPTANCE AND SHALL

WORK REQUEST SHALL BE SUBMITTED TO THE GOVERNMENT

WORKED ON IN AN ENERGIZED CONDITION, AN ENERGIZED

EXIST. IF IT IS DETERMINED THAT EQUIPMENT MUST BE

CIRCUITS UNLESS PROOF IS PROVIDED THAT NO OTHER MEANS

NO WORK SHALL BE PERFORMED ON ENERGIZED ELECTRICAL 2.

BE COMPLIED WITH BY THE CONTRACTOR.

WITH EM 385-1-1 AND THE LATEST EDITION OF NFPA 70E SHALL

LOCAL ''LOCKOUT/TAG OUT' PROCEDURES IN ACCORDANCE 1.

COST TO THE GOVERNMENT.

COMPLETION OF THE PROJECT AT NO ADDITIONAL

EQUIPMENT TO ITS ORIGINAL CONDITION AT THE

SHALL BE RESPONSIBLE FOR RETURNING THE

THE CONTRACTING OFFICER. THE CONTRACTOR

THE EQUIPMENT'S OPERABILITY IN THE PRESENCE OF

SHALL DEMONSTRATE AND DOCUMENT IN A REPORT

DESIGN. PRIOR TO REMOVAL, THE CONTRACTOR

STORED, AND RE- INSTALLED AS DESCRIBED IN THE

NOTED IN THE DESIGN SHALL BE REMOVED, SAFELY

EXISTING EQUIPMENT THAT IS TO BE RE-USED AS 25.

REPLACED AT THE CONTRACTOR'S EXPENSE.

DOCUMENTS SHALL BE COMPLETELY REMOVED AND

ANY ITEMS INSTALLED INCORRECTLY PER CONTRACT 24.

MEETINGS FOR THE DURATION OF THE PROJECT.

CONTRACTOR SHALL ATTEND ALL CONSTRUCTION 23.

CONTRACT.

(PLANS), SPECIFICATIONS, AND TERMS OF THE

THE WORK IN ACCORDANCE WITH THE DRAWINGS

TESTING AND INCIDENTALS REQUIRED TO COMPLETE

EQUIPMENT, TOOLS, TRANSPORTATION, SUPPLIES,

FURNISH ALL LABOR, SUPERVISION, MATERIALS,

FURTHER INTENDED THAT THE CONTRACTOR SHALL

DESCRIBED, UNLESS OTHERWISE NOTED. IT IS

COMPLETION IN EVERY DETAIL OF THE WORK

EQUIPMENT FOR THE CONSTRUCTION AND

THE CONTRACTOR SHALL FURNISH AND INSTALL ALL 22.

CUTTING AND PATCHING FOR THEIR WORK.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 21.

PRIOR TO INITIATING THE WORK.

CONTRACTING OFFICER FOR REVIEW AND APPROVAL

METHODS SHALL BE SUBMITTED TO THE

SATISFACTION OF THE GOVERNMENT. ALL REPAIR

IMMEDIATELY REPAIRED WITHIN 24 HOURS TO THE

GOVERNMENT. ALL DAMAGED SYSTEMS SHALL BE

REMAIN SHALL BE AT NO ADDITIONAL COST TO THE

ANY DAMAGED EXISTING SYSTEMS/UTILITIES TO

BE PROTECTED FROM DAMAGE. REPLACEMENT OF

ALL EXISTING SYSTEMS/UTILITIES TO REMAIN SHALL 20.

OTHER GROUPS.

INSURE THAT THE WORK DOES NOT INTERFERE WITH

OTHER DISCIPLINES BEFORE BEGINNING WORK TO

THIS CONTRACT. COORDINATE THE WORK WITH ALL

PROPER SUPPORT OF EQUIPMENT FURNISHED UNDER

STRUCTURAL SUPPORTS, AND ACCESSORIES FOR

MOUNTED. PROVIDE ALL BOLTS, INSERTS, BRACKETS,