REPLACE_SECURITY_LIGHTING_BIG_BEND_DAMSD_-_Drawings.pdf

PDF 2 MB Posted May 10, 2019

Attached to: Replace Security Lighting, Big Bend Dam, South Dakota Federal contract opportunity
Solicitation number: W9128F19Q0080
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

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Site_Visit_Minutes,_Q&A_&_Sign-in_Sheet.pdf	PDF	May 17, 2019
Replace_Security_Lighting_Specs_Final_April_2019.pdf	PDF	May 10, 2019
W9128F19Q0080_BB_REPLACE_O&M_SEC._LIGHTING.pdf	PDF	May 10, 2019

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

of Engineers

US Army Corps

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

A H

N E

E N

A M

Omaha District

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B E

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G -0

.d g n

Omaha District of Engineers

US Army Corps

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

SECTION

CADD

PROJECT COORD.

DATE

CHIEF, DESIGN BRANCH

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL OF DRAWINGS IN THIS SET.

ENGINEERING DIVISION, P.E.

CHIEF,

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152

AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR

THIS PROJECT WAS DESIGNED BY THE OMAHA DISTRICT OF THE US ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES

ENGINEERING & SCIENCES BRANCH

CHIEF, GEOTECHNICAL

ENGINEERING BRANCH

CHIEF, HYDROLOGIC

FUELS

ARCH. / INTER.

ELEC.

MECH.

CIVIL / ENVIR.

STRUCT.

DATECHIEF, DAM SAFETY PROD.

CENTER

GEOT./ DAM SAFETY

V E

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E X

G-001

H A

E L T S

H O

F F

M A

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F F

M A

M S

APRIL 2019

REPLACE SECURITY LIGHTING

BIG BEND DAM, SOUTH DAKOTA

M A

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W F

W9128F19Q0080

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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

SOUNDPROOF DOORSPD

SPECIALSPCL

SPACERSPC

SHUT OFF VALVESOV

SHEET METAL SCREWSSMS

SHEET METALSM

SLEEVESLV

SEALANTSLNT

SKYLIGHTSKLT

STEEL JOIST INSTITUTESJI

SIMILARSIM

SHELVINGSHV

SHEATHINGSHTHG

SHEETSHT

SHOULDERSHLDR

SHEET GLASSSG

STRUCTURAL FACING UNITSFU

STRUCTURAL FACING TILE UNITSFTU

SAFETY GLASSSFGL

SEQUENCESEQ

SECTIONSECT

STEEL DOOR INSTITUTESDI

STORM DRAINSD

STRUCTURAL CLAY TILESCT

SCREENSCRN

SCHEDULESCHED

SOLID CORESC

SECURITY BARSS.B.

SPLASH BLOCKSB

SUPPLY AIRSA

SOUTHS

RAINWATER CONDUCTORRWC

RIVETRVT

REVERSERVS

RUBBER TILE FLOORRTF

RAISED PATTERN RUBBER TILERPRT

REVOLUTIONS PER MINUTERPM

RETRACTABLE PARTITIONRP

RIGHT OF WAYROW

ROUGH OPENINGRO

ROUNDRND

ROOMRM

RAILINGRLG

RACKRK

ROOF HATCHRH

RIGHT HANDRH

RELATIVE HUMIDITYRH

ROOFINGRFG

REVISIONREV

RETURNRET

RESILIENTRESIL

REQUIREDREQD

REMOVE(ABLE)REM

REINFORCEREINF

REGLETREG

REGISTERREG

REFRIGERATIONREFR

REFLECTREFL

REFERENCEREF

RECTIFIERRECT

RECREATION ROOMREC ROOM

RECEPTACLERECPT

RIGID INSULATIONRDG INS

ROOF DRAINRD

RECEIVERRCVR

REINFORCED CONCRETE PIPERCP

REMOTE CONTROLRC

RUBBERRBR

RUBBLE STONERBL

RUBBER BASE, RESILIENT BASERB

RETURN AIR REGISTERRAR

RETURN AIR GRILLERA GR

RABBETEDRAB

RETURN AIRRA

RISERR

RANGER

RADIUSR

QUANTITYQTY

QUARTER ROUND1/4 RND

QUARTERQTR

QUARTQT.

QUARRY TILEQT

PASS WINDOWPW

PAVINGPVG

POLYVINYL CHLORIDEPVC

PAVEDPV

PAPER TOWEL RECEPTACLEPTR

PARTITIONPTN

PAPER TOWEL DISPENSERPTD

POST-TENSIONED CONCRETEPT CONC

POINTPT.

PNEUMATIC TUBEPT

POUNDS PER SQUARE INCHPSI

POUNDS PER SQUARE FOOTPSF

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

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-3 /8

WEST BUILDING

MIDDLE BUILDING EAST BUILDING

VEHICLE STORAGE BUILDING

BUILDING

PAINT AND CARPENTRY

160' 60' 3" 120'105' 11"

A A

BBB

446'

7 2

NOT TO SCALE

33 H

11 5

OUTDOOR MAINTENANCE SITE LIGHTING PLAN NORTH

89' - 9"30' - 3"80' - 5" 79' - 7"

EL102

EL101

EL102

EL101

-1 /2

16P

POLE 6

POLE 7

POLE 8 POLE 9

POLE 11

POLE 12

POLE 10

REMAIN PROPERTY OF THE GOVERNMENT.

WILL DISPOSED OF BY CONTRACTOR AND WHAT WILL

WHAT DEMOLISHED MATERIALS AND EQUIPMENT THAT

6. COORDINATE WITH COR FOR DETERMINATION ON

LUMINAIRES WITH COR.

5. COORDINATE MOUNTING HEIGHTS FOR WALLPACK

APPROVED BY THE COR.

4. ALL CONDUIT AND CONDUCTOR PULLS WILL BE

CONDUCTORS BETWEEN POLES.

TO FUSES IN EACH POLE. INSTALL NEW CONDUIT AND

3. REPLACE ALL CONDUCTORS FROM THE LUMINAIRES

NOTED.

2. ALL POLES ARE EXISTING UNLESS OTHERWISE

POLE MAST ARMS AS SHOWN ON PLANS.

1. MOUNT NEW LUMINAIRES ON ALL NEW AND EXISTING

GENERAL NOTES:

4#10

LUMINAIRE.

16. NEW LOCATION FOR EXISTING POLE 12 AND NEW

LUMINAIRE.

15. NEW LOCATION FOR EXISTING POLE 6 AND NEW

LUMINAIRE.

14. NEW LOCATION FOR EXISTING POLE 10 AND NEW

EXTERIOR LUMINAIRES.

CONNECT TO EXISTING LIGHTING CIRCUIT FEEDING

PACK LUMINAIRE ON EAST SIDE ON THE WEST DOOR.

SOUTH SIDE OF BUILDING AND INSTALL NEW WALL

13. REMOVE FOUR WALL MOUNTED LUMINAIRES ON THE

CIRCUIT.

SOUTH EAST CORNER. PLACE LUMINAIRES ON NEW

THE BUILDING AND THRU THE WALL TO THE PANEL IN

12. RUN CONDUIT OUTSIDE ALONG THE SOUTH SIDE OF

WALL.

THRU THE WALL TO THE EXISTING PANEL IN THE NORTH

2' TO THE EAST OUTSIDE OF THE BUILDING AND THEN

11. RUN CONDUIT AND CONDUCTORS APPROXIMATELY

TO THE NORTH.

10. EXISTING POLE 12 STRUCTURE. MOVE POLE 52' - 6"

NORTH.

9. EXISTING POLE 6 STRUCTURE. MOVE POLE 40' TO THE

ATTACHED.

MOUNT DIRECTLY TO POLE LUMINAIRE. NO MAST ARM

8. CONTRACTOR SHALL VERIFY THAT LUMINAIRES CAN

- 7" TO THE EAST.

7. EXISTING POLE 8 APPROXIMATE LOCATION. MOVE 79'

6. NOT USED

CONDUIT AND CONDUCTORS.

5. REPLACE EXISTING FIXTURE AND USE EXISTING

COR

CONDUCTORS WHEN POSSIBLE. COORDINATE WITH

WITHIN BUILDING AND USE EXISTING CONDUIT AND

4. CONNECT LIGHTS ON EXISTING LIGHTING CIRCUIT

3. CIRCUIT CONTINUED ON SHEET EL102

30' - 3" TO THE WEST.

2. EXISTING POLE 10 APPROXIMATE LOCATION. MOVE

LUMINAIRE.

1. NEW LOCATION FOR EXISTING POLE 8 AND NEW

KEYED NOTES:

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81' 11-1/8"138' 3-7/8"135' 5-5/8"90' 3-1/4"

-3 /4

BUILDING

MAINTENANCE

BUILDING

ADMINISTRATION

B B

1 1

NOT TO SCALE

OUTDOOR MAINTENANCE SITE LIGHTING PLAN SOUTH

POLE 1POLE 2POLE 3

POLE 4

POLE 15

POLE 13

EL102

EL101

EL102

EL101

POLE 5

16'

COMPOUND.

FOR ENTRANCE TO

EXISTING KEY PAD

4#104#10

4#10

4#10 4#10

4#10

POLE 14

ADEQUATELY ILLUMINATED.

ARM LENGTH WITH COR TO ENSURE KEY PAD IS

6. NEW 20' POLE WITH MAST ARM. COORDINGATE MAST

LIGHT CONTACTOR PANEL IN MAINTENANCE BUILDING.

5. USE NEW CONDUCTORS FROM POLE 2 TO FENCE

FOUNDATION.

TWO MAST ARM POLE SHOULD FIT EXISTING POLE

POLE WITH TWO MAST ARMS AT POLE 2 LOCATION. NEW

NEWLY DESIGNATED POLE 13 LOCATION. INSTALL NEW

4. MOVE EXISTING POLE AT POLE 2 LOCATION TO

FURNISHED BY GOVERNMENT.

3. NEW POLE AND LUMINAIRE LOCATION. POLE WILL BE

CIRCUIT. COORDINATE WITH COR.

CONDUCTORS TO THE NEAREST UN-SWITCHED

2. CONNECT NEW WALL PACK LUMINAIRE CONDUIT AND

1. CIRCUIT CONTINUED ON SHEET EL101.

KEYED NOTES:

SHOULD BE APPROVED BY COR.

LUMINAIRES IN THE MAINTENANCE BUILDING. LOCATION

DEVICE ON THE PANEL FEEDING THE EXTERIOR

9. INSTALL EXTERNALLY MOUNTED SURGE-PROTECTION

REMAIN PROPERTY OF THE GOVERNMENT.

WILL DISPOSED OF BY CONTRACTOR AND WHAT WILL

WHAT DEMOLISHED MATERIALS AND EQUIPMENT THAT

8. COORDINATE WITH COR FOR DETERMINATION ON

LUMINAIRES WITH COR.

7. COORDINATE MOUNTING HEIGHTS FOR WALLPACK

LUMINAIRES SHALL APPLY.

METHODS FOR CONDUIT AND SURFACE MOUNTING OF

CONSTRUCTION. WALL PENETRATIONS AND MOUNTING

6. THE MAINTENANCE BUILDING IS OF CINDER BLOCK

AND SOUTH EAST FOR NEW WALL PACKS.

UN-SWITCHED CIRCUIT ON THE SOUTH, SOUTH WEST

PULLS SHALL BE RUN TO THE NEAREST PANEL OR

5. MAINTENANCE BUILDING CONDUIT AND CONDUCTOR

APPROVED BY THE COR.

4. ALL CONDUIT AND CONDUCTOR PULLS WILL BE

CONDUCTORS BETWEEN POLES.

TO FUSES IN EACH POLE. INSTALL NEW CONDUIT AND

3. REPLACE ALL CONDUCTORS FROM THE LUMINAIRES

NOTED.

2. ALL POLES ARE EXISTING UNLESS OTHERWISE

POLE MAST ARMS AS SHOWN ON PLANS.

1. MOUNT NEW LUMINAIRES ON ALL NEW AND EXISTING

GENERAL NOTES:

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HANDHOLE

OF LUMINAIRE

PHOTOMETRIC CENTER

STREET LIGHTING POLE DETAIL

UNGROUNDED CONDUCTORS

10A INLINE FUSE ON

4'-0"

NO SCALE

RGS-PVC ADAPTER (TYP)

CONCRETE BASE

GRADE

6-#6 REBAR

#3 TIE AT 12"

3" CLEAR #3 TIE

6-#6 BARS

PØ

3#3 @ 2.5"

STANDARD HOOK° 180 1

AS REQUIRED

NOTES:

PVC CONDUIT (TYPICAL)

NO SCALE

LIGHT POLE BASE DETAIL

OR ROUND FINISH

45 DEGREE CHAMFER

3" CLEAR

2" CLEAR

BOLT COVER

CONTINUOUS WITH VERTICAL REBAR.

2. PLACE HORIZONTAL REBAR TO BE ELECTRICALLY

TO ACCOMMODATE POLE BASEPLATE SUPPLIED.

1. CONCRETE BASE TO BE INCREASED IN SIZE AS NECESSARY

NO SCALE

LAP SPLICE ARC LENGTH "A"

ENCLOSING THE LONGITUDINAL BARS.

SHALL BE STAGGERED AROUND THE PERIMETER

1. OVERLAPS AT ENDS OF ADJACENT CIRCULAR TIES

KEYED NOTES

NO SCALE

STREET LIGHTING WIRING DETAIL

NOTES:

BLACK

RED

STREET LIGHTS

DESIGNED FOR USE WITH

SCREW FUSE HOLDER

INLINE FUSE 10 A WITH SET

UNITAP OR SIMILAR

TAP CONNECTOR, BURNDY

CLEAR INSULATED MULTIPLE

SOLID GROUND

#10 AWG BARE

POLE GROUND CONNECTOR

GREEN

LOOP WHITE

TO LIGHT FIXTURE

MATCH CIRCUIT COLORS

#10 AWG COPPER THHW

PER SPECIFICATIONS.

GALVANIZED STEEL TAPERED ROUND POLE,

SCHEDULE 40 PVC (TYPICAL)

MINIMUM OF 8" ABOVE GRADE

POLE BASE SHALL BE A

GRADE

BONDED TO GROUND ROD.

GROUND CONDUCTOR SHALL BE

COPPER GROUND. EQUIPMENT

POLE BASE TO CONNECT TO

BOLTED CONNECTION TO REBAR.

PHOTOCALL CONTROL CIRCUIT.

USE SHORTING CAP TO BYPASS

USING TAPE ARE NOT PERMITTED.

ORANGE, YELLOW, GREEN. RE-IDENTIFIED CONDUCTORS

LIGHTING CIRCUITS. CONDUCTOR COLORS SHALL BE BROWN,

1. ONLY COLORED CONDUCTOR JACKETS SHALL BE USED FOR

CONCRETE

REINFORCEMENT IN

CONNECT TO STEEL

GROUND CONNECTOR TO

POST AND BOLLARD BASE SECTION A-A DETAIL

MATERIAL ESTIMATES

SEE EL700 FOR

1" PVC CONDUIT

BOLT COVER

3/4" X 10' COPPER GROUND ROD

A = 12.5"

3. LAP SPLICE ARC LENGTH

PØ = 30"

2. BASE DIAMETER

PD = 102"

1. BASE DEPTH

POLE

VARIABLE DIMENSIONS

BOLTS SHALL BE 42" MINIMUM LENGTH.

REQUIREMENTS EXCEPT ANCHOR

WASHERS. SIZE PER MANUFACTURER'S

GALVANIZED ANCHOR BOLTS, NUTS AND

FOR HEADED ANCHOR ASSEMBLAGE.

COORDINATE WITH MANUFACTURER

BUSHING.

UNDERGROUND. EACH END OF CONDUITS SHALL BE EQUIPPED WITH

SHALL EXTEND MINIMUM OF 6 INCHES OUT OF CONCRETE PIER

EACH OTHER AS REQUIRED BY THE POLE LAYOUT. THE CONDUITS

MINIMUM OF 3 FEET BELOW GRADE EACH 90 OR 180 DEGREES TO

MINIMUM OF 6” ABOUT BASE OF POLE IN CENTER AND EXTEND A

SCH.80 PVC FOR LIGHT WIRING IN PIER. TWO CONDUITS SHALL EXTEND

7. PIER WIRING CONDUIT (CONTRACTOR FURNISHED): CONDUIT 1"

NON-PERMANENT FORMS SUITABLE FOR POLE FOUNDATIONS.

ACCOMPLISHED WITH WOOD FORMS OR PRE-MANUFACTURED

FORMING OR CASING FOR THE NEW POLE FOUNDATIONS. THIS MAY BE

CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ANY

6. PIER CASING OR TOP BASE (CONTRACTOR FURNISHED): THE

1 INCH WHERE DETERMINED IN ACCORDANCE WITH ASTM C 143.

5.2 SLUMP: THE CONCRETE SLUMP SHALL BE 2 INCHES PLUS OR MINUS

MIXER.

MEASUREMENTS MADE IMMEDIATELY AFTER DISCHARGE FROM THE

VOLUME OF CONCRETE OF 5 TO 7 PERCENT, BASED ON

5.1. AIR CONTENT: MIXTURES SHALL HAVE AN AIR CONTENT BY

1-1/2 INCHES.

CONFORM TO ACI 301-16. MAXIMUM SIZE OF AGGREGATE SHALL BE

MAXIMUM WATER TO CEMENT RATIO OF 0.45. CONCRETE SHALL

A MINIMUM COMPRESSIVE STRENGTH OF 4500 PSI AT 28 DAYS AND A

5. CONCRETE (CONTRACTOR FURNISHED): CONCRETE SHALL BE HAVE

FOR PLACING ANCHOR BOLTS IN NEW PIER FOOTING.

RESPONSIBLE FOR VERIFICATION OF LIGHT POLE BASE DIMENSIONS

LENGTHS AS SHOWN IN THE ATTACHED DRAWING. CONTRACTOR IS

LEVELING WASHERS (4 EACH) SHALL BE GALVANIZED STEEL IN 1" X 42"

(CONTRACTOR FURNISHED): ANCHOR BOLTS (4 EACH), NUTS (4 EACH),

4. PIER ANCHOR BOLTS, NUTS, AND LEVELING WASHERS

MECHANICS WIRE OR ROLL WIRE STOCK IS UNACCEPTABLE.

WIRES FOR ASSEMBLY OF THE REINFORCING STEEL. USE OF

CONTRACTOR WILL FURNISH PRE-MANUFACTURED REINFORCING TIE

3. STEEL REINFORCING TIES (CONTRACTOR FURNISHED):

BARS SHALL CONFORM TO ASTM A615, GRADE 60.

2. STEEL REINFORCING (CONTRACTOR FURNISHED): REINFORCEMENT

X 2'-6" DIAMETER

1. PIER DIMENSIONS: PIER: MIN. 8'-6" DEPTH BELOW EXISTING GROUND

NOTES FOR POLE BASES:

DESIGN.

EL700 FOR BASIS OF

SPECIFICATIONS, AND

LED LUMINAIRE TYPE. SEE

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LIFTING EYE

CAST IN I.D.

24"

13"

24"

HANDHOLE

BURIAL DEPTH

36" MIN.

FINISH GRADE

NOT TO SCALE EL502

TYPICAL HANDHOLE ENTRY

DRAIN FILL

PEA GRAVEL

BURIAL DEPTH

36" MIN.

ADVANTAGEOUS FOR 150' PULLS

MINIMUM REQUIREMENT FOR 10AWG AND BE

1. PVC RADIUS SWEEP ELBOW SHALL NOT BE BELOW

KEYED NOTES:

POLE CONDUIT

1" CONDUIT TO LIGHT

CONDUIT ENTRIES AS NEEDED.

CONDUIT. ADD ADDITION

1" CONDUIT TO LIGHT POLE

TYPICAL POLYMER CONCRETE HANDHOLE

HANDHOLE POLYMER CONCRETE BODY

POLYMER CONCRETE COVER

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D_ P2

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_T 4M

,50

MOUN

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_P 2_

T4 M_

8 K

MA8

MAS

,50

MOUN

, T

_P 2_

T5 M_

8 K

MA8

MAS

,00

D P2

MVO

3,4

D P4

MVO

5,5

ON(

S) U

MAR

MOUN

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SUPPLEMENTAL LIGHTING LEGEND

HH HANDHOLE

AREA LUMINAIRE MOUNTED TO POLE WITH MAST ARM

WALL MOUNT LUMINAIRE

THE FOLLOWING SYMBOLS APPLY TO ALL EL100 SHEETS

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GENERAL
G-001	COVER & INDEX (1)
G-003	ABBREVIATIONS (1)

ELECTRICAL SITE

EL101 SITE LIGHTING PLAN (1)

EL102 SITE LIGHTING PLAN (1)

EL501 LUMINAIRE AND POLE DETAILS (1)

EL502 HANDHOLE DETAILS (1)

EL700 SUPPLEMENTAL LEGEND AND LUMINAIRE SCHEDULE (1)

File details come from the government source that posted it.