GR00113 - ADVERTISEMENT 1-3.PDF

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CREST ROAD LIGHTING REPLACEMENT

GARRISON DAM, NORTH DAKOTA

W9128F24B0012

07/10/2024

OMAHA DISTRICT

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SHEET ID

®of Engineers

US Army Corps

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

of Engineers

US Army Corps

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®of Engineers

US Army Corps

U .S

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CONTRACTORCONTR

CONTINUE CONT

CONSTRUCTIONCONSTR

CONNECTCONN

CONCRETECONC

COMPARTMENTCOMPT

COMBUSTIONCOMB

COMMONCOM

COLUMNCOL

CARBON DIOXIDECO2

CLEANOUTCO

COUNTERCNTR

CORNERCNR

CONDUCTIVE NEOPRENE LATEXCNL

CONDUITCND

CONCRETE MASONRY UNITCMU

COMPOSITECMPST

CORRUGATED METAL PIPECMP

CENTIMETER(S)cm

CLEAR WIRED GLASSCLWG

CLEAR(ANCE)CLR

CLOSURECLOS

CLOSETCLO

CONTRACT LIMIT LINECLL

CLEAR GLASSCLGL

CEILING HEIGHTCLG HT

CEILINGCLG

CENTER LINECL

CIRCUIT BREAKERCKT BRKR

CIRCUITCKT

CONSTRUCTION JOINTCJ

CONTROL JOINTCJ

CIRCULARCIRC

CAST-IN-PLACECIP

CURB INLETCI

CAST IRONCI

CHROME PLATEDCHR PL

CHECKCHK

CHIMNEYCHIM

CHAMFERCHFR

CHALKBOARDCH BD

CORNER GUARDCG

CUBIC FEET PER MINUTECFM

COUNTERFLASHINGCFLG

CONDUCTIVE FLOORINGCFI

CERAMICCER

CEMENT PLASTERCEM PLAS

CEMENTCEM

COVER ELEVATIONCE

CLOSED CIRCUIT TELEVISIONCCTV

CUBICLE CURTAIN TRACKCCT

CATCH BASINCB

CAPACITYCAP

CABINETCAB

BOTH WAYSBW

BUILT-UP ROOFINGBUR

BETWEENBTWN

BTU PER HOURBtuH

BRITISH THERMAL UNITBtu

BASEMENTBSMT

BOTH SIDESBS

BRONZEBRZ

BRACKETBRKT

BRICKBRK

BEARING PLATEBRG PL

BEARINGBRG

BRIDGINGBRDG

BRACINGBRCG

BACK PLASTER(ED)BP

BOTTOMBOT

BOTTOM OFBO

BENCHMARKBM

BELOWBLW

BUILDINGBLDG

BUILDING LINEBL

BED JOINTBJT

BITUMINOUSBITUM

BEVELBEV

BRICK EXPANSION JOINTBEJ

BOUNDARYBDRY

BOARDBD

BOOKCASEBC

BULLETIN BOARDBB

ACOUSTICAL WALL TREATMENTAWT

AMERICAN WIRE GAUGEAWG

AVERAGEAVG

AUTOMATICAUTO

ACOUSTICAL TILE CEILINGATC

ASPHALTASPH

ABOVE SUSPENDED CEILINGASC

ASBESTOSASB

AMERICAN REFRIGERATION INSTITUTEARI

ARCHITECTARCH

APPROXIMATEAPPROX

APPROVEDAPPD

AMERICAN NATIONAL STANDARDS INSTITUTEANSI

ANODIZEANOD

AMPEREAMP

AMBIENTAMB

ALUMINUMALUM

ALTERNATEALT

ACTIVE LEAFA.L.

AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC

AMPERE INTERRUPTING CAPACITYAIC

AREA INLETAI

AIR HANDLING UNITAHU

ANCHOR AHR

AGGREGATEAGGR

ABOVE FINISHED FLOORAFF

AUTOMATIC DOOR OPERATORADO

ADJACENT, ADJOINING, ADJUSTABLEADJ

ADHESIVEADH

ADDENDUMADDM

ACOUSTICAL CEILING TILEACT

ACOUSTICACST

ALUMINUM CABLE STEEL REINFORCEDACSR

ACCESS PANELACS PNL

ACCESS DOORACS DR

ACRYLIC PLASTICACR

AMERICAN CONCRETE INSTITUTEACI

ACCESSIBLEACC

ALTERNATING CURRENTAC

ABOVEABV

ANCHOR BOLTAB

AIR CONDITIONING UNITA/C UNIT

AIR CONDITIONINGA/C

ANGLEL

FLOORFLR

FLASHINGFLASH

FLUSH JOINTFJT

FIXTUREFIXT

FINISH FLOORFIN FLR

FINISHFIN

FIGUREFIG

FLAT HEAD WOOD SCREWFHWS

FIRE HOSE STATIONFHS

FIRE HOSE RACKFHR

FLAT HEAD MACHINE SCREWFHMS

FIRE HOSE CABINETFHC

FLAT HEADFH

FIRE HYDRANTFH

FIBERGLASSFGL

FACTORY FINISHFF

FIRE EXTINGUISHER CABINETFEC

FIRE EXTINGUISHER BRACKETFEB

FIRE EXTINGUISHERFE

FOUNDATIONFDTN

FIRE DAMPERFDMPR

FLOOR DRAINFD

FAN COIL UNITFCU

FLOOR CLEANOUTFCO

FLOOR CONSTRUCTION JOINTFCJ

FACINGFCG

FACE BRICKFC BRK

FOOT CANDLEFC

FIRE BRICKF BRK

FRESH AIR INTAKEFAI

FIRE APPARATUS CLOSETFAC

FRESH AIRFA

FIRE ALARMFA

FAHRENHEITF

EXTERIOREXT

EXPANSION BOLTEXP BT

EXPOSEDEXP

EXPANSIONEXP

EXISTINGEXST

EXHAUST AIREXH A

EXHAUSTEXH

EXCAVATEEXC

ENTERING WATER TEMPERATUREEWT

ELECTRIC WATER COOLEREWC

ESTIMATE(D)EST

ESCALATORESCAL

EQUIPMENTEQUIP

EQUALEQ

EPOXY COATINGEPY

EXPLOSION PROOFEPRF

ELECTRICAL PANELBOARDEP

ENTRANCE, ENTERINGENTR

ENCLOSE(URE)ENCL

EMERGENCYEMER

ESTIMATED MAXIMUM DEMANDEMD

EXPANDED METAL EM

ELECTRICELEC

ELEVATION - GRADE OR BUILDINGEL

EXPANSION JOINTEJ

EACH FACEEF

ENTERING AIR TEMPERATUREEAT

EACHEA

EASTE

DIRECT EXPANSIONDX

DUMBWAITERDWTR

DRAWERDWR

DOWELSDWLS

DRAWINGDWG

DOVETAIL DVTL

DRAIN TILEDT

DOWNSPOUTDS

DOUBLE STRENGTH (GLASS)DS

DOOR CLOSERDR CL

DRAINBOARDDRB

DRAINDR

DOORDR

DOWNDN

DEMOUNTABLEDMT

DAMPERDMPR

DAMPPROOFINGDMPF

DEAD LOADDL

DIVISIONDIV

DISTRIBUTION PANELDISTR PNL

DISPENSERDISP

DISCONNECTDISC

DIMENSIONDIM

DIAGONALDIAG

DIAMETERDIA

DUCT HEATERDH

DOUBLE HUNGDH

DRINKING FOUNTAINDF

DETAILDET

DEPARTMENTDEPT

DEPRESSIONDEPR

DEMOLITIONDEMO

DEGREEDEG

DUMMY CONTROL JOINTDCJT

DOWELED CONTROL JOINTDCJ

DOUBLE ACTING DOORDBL ACT DR

DOUBLEDBL

DRY BULBDB

DATUMDAT

PENNY (AS IN NAIL - 10D)d

CYLINDERCYL

COLD WATERCW

CONDUCTIVE VINYL HOMOGENEOUS (SHEET TYPE)CVH

CEILING VENTCV

CUBIC YARDSCU YD

CABINET UNIT HEATERCUH

CUBIC FEETCU FT

COPPERCu

CONDENSING UNITCU

CENTERCTR

CENTER TO CENTERC TO C

CURRENT TRANSFORMERCT

CERAMIC TILECT

CASEMENTCSMT

COUNTERSUNKCSK

CAST STONECS

COURSE(S)CRS

CROSS GRAINCRG

CORROSIVE RESISTANT STEELCRES

CIRCUMFERENCECRCMF

CARPETCPT

COMPRESSIBLECPRS

COVERCOV

CORRIDORCORR

LAG BOLTLB

LAVATORYLAV

LAUNDRYLAU

LEAVING AIR TEMPERATURELAT

LAMINATELAM

LADDERLAD

LABORATORYLAB

KEYWAYKWY

KILOWATTkW

KILOVOLT AMPERES REACTIVEkVAR

KILOVOLT AMPERESkVA

KILOVOLTSkV

KILOMETERkm

KICKPLATEKPL

KNOCKOUT PANELKOP

KITCHENKIT

KILOPOUND (1000 POUNDS)KIP

JOINTJT

JOISTJST

JUNCTIONJCT

JUNCTION BOXJ-BOX

JANITOR’S CLOSETJAN CLO

INSIDE PIPE SIZEI.P.S.

IRON PIPE SIZEIPS

IRON PIPEIP

INVERTINV

INTERMEDIATEINTM

INTERIORINT

INSULATIONINSUL

INSULATING FILLINSF

INCLUDEDINCL

INCINERATORINCIN

INCHIN

INTERLOCKILK

ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICAIESNA

INSIDE DIAMETERID

INTERCOMIC

HERTZHz

HYDRAULICHYDR

HEATING, VENTILATING AND AIR CONDITIONINGHVAC

HEATERHTR

HEATINGHTG

HEIGHTHT

HOUSEKEEPINGHSKPG

HIGH-STRENGTH GYPSUM PLASTERHSGYP

HIGH STRENGTHHS

HOURHR

HIGH POINTHPT

HORSEPOWERHP

HIGH PRESSUREHP

HORIZONTALHORIZ

HANDRAILHNDRL

HOLLOW METALHM

HOOK(S)HK

HANDHOLEHH

HEXAGONHEX

HIGH EARLY-STRENGTH CEMENTHES

HARDWOODHDWD

HARDWAREHDW

HEADERHDR

HEAD JOINTHD JT

HARDBOARDHDBD

HEAVY DUTYHD

HEADHD

HANDICAPPEDHCP

HALON CONTAINMENT DAMPERHCD

HOLLOW COREHC

HOSE BIBBHB

GYPSUM PLASTERGYP PLAS

GYPSUM BOARDGYP BD

GYPSUMGYP

GLAZED WALL TILEGWT

GROUTGT

GLAZED STRUCTURAL UNITSGSU

GLAZED STRUCTURAL TILEGST

GRATINGGRTG

GRADE LINEGR LN

GRANITEGRAN

GYPSUM TILEGPT

GALLONS PER MINUTEGPM

GOVERNMENTGOVT

GROUNDG

GLAZED CONCRETE MASONRY UNITSGLZ CMU

GLAZINGGLZ

GLASS FIBERGLF

GLASS BLOCKGL BLK

GLASSGL

GASKET(ED)GKT

GALVANIZED IRON PIPEGIP

GALVANIZED IRONGI

GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLEDGFE/CI

GOVERNMENT-FURNISHED EQUIPMENTGFE

GROUND FAULT CIRCUIT INTERRUPTERGFCI

GROUND FACEGF

GENERALGEN

GENERAL CONTRACTORGC

GRAB BARGB

GALVANIZED STEELGALV STL

GALVANIZEDGALV

GALLON(S)GAL

GAGEGA

NATURAL GASG

FABRIC WALL COVERINGFWC

FIRE WATERFW

FUTUREFUT

FURRINGFURG

FOOTINGFTG

FEETFT

FASTEN(ER)FSTNR

FULL SIZEFS

FIRE-RETARDANTFRT

FRAMINGFRMG

FORGEDFRG

FRAMEFR

FIRE RESISTANT FR

FEET PER MINUTEFPM

FIREPROOFFP

FIRE PARTITIONFP

FACE OF STUDFOS

FACE OF MASONRYFOM

FACE OF FINISHFOF

FACE OF CONCRETEFOC

FENCEFN

FLUORESCENTFLUOR

FLOOR PLATEFLR PL

FLOORINGFLG

FLEXIBLEFLEX

PERFORATE(D)PERF

PEDESTALPED

PAVEMENT DRAINPD

CEMENT PLASTER (PORTLAND)PCP

POUNDS PER CUBIC FOOTPCF

PRECAST CONCRETEPCC

PIECEPC

PUSH BUTTON STATIONPBS

PARTICLE BOARDPBD

PANIC BARPB

PARALLELPAR

PUBLIC ADDRESSPA

POLEP

OBSCURE WIRED GLASSOWGL

OUTSIDE SCREW AND YOKEOS & Y

OPERATIONSOPS

OPAQUEOPQ

OPPOSITEOPP

OPENINGOPNG

OPPOSITE HANDOPH

OVALHEAD WOOD SCREWOHWS

OVALHEAD MACHINE SCREWOHMS

OVERHEADOH

OBSCURE GLASSOGL

OFFICEOFC

OUTSIDE DIAMETEROD

ON CENTER EACH WAYOCEW

ON CENTEROC

OBSERVATION WINDOWOBW

OBSCUREOBSC

OUTSIDE AIROA

NOT TO SCALENTS

NOT REQUIREDN’’REQD

NOISE REDUCTION COEFFICIENTNRC

NOISE REDUCTIONNR

NOMINALNOM

NUMBERNO

NORMALLY OPENNO

NONMETALLICNM

NEOPRENE LATEXN.L.

NAILABLENL

NOT IN CONTRACTNIC

NICKELNi

NATIONAL FIRE PROTECTION ASSOCIATIONNFPA

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNEMA

NATIONAL ELECTRICAL CODENEC

NORMALLY CLOSEDNC

NATURALNAT

NORTHN

MULLIONMULL

MOVABLEMVBL

METALMTL

METAL FURRINGMTFR

MOUNTEDMTD

MOUNTMT

METAL THRESHOLDMT

MACHINE SCREWSMS

METAL ROOF DECKINGMRD

MARBLE BASEMRB

MOP RECEPTORMR

MOVABLE PARTITIONMP

MOTORMOT

MODIFIEDMOD.

MODULARMOD

MASONRY OPENINGMO

MATERIAL NOT IN CONTRACT (INSTALLATION BY CONTRACTOR)MNIC

MILLIMETER(S)mm

MILLWORKMLWK

MOULDINGMLDG

MONOLITHICML

METAL LATHML

MISCELLANEOUSMISC

MIRRORMIRR

MINIMUMMIN

MALLEABLE IRONMI

MANHOLEMH

MATTE-GLAZED TILEMGT

MOTOR GENERATORMG

MANUFACTURERMFR

MANUFACTURINGMFG

METAL FLOOR DECKINGMFD

METAL EDGE STRIPMES

MEMBRANEMEMB

MEDIUMMED

MECHANICAL ROOMMECH RM

MECHANICALMECH

METAL DIVIDER STRIPMDS

METAL-CASED OPENINGMCO

MASONRY CONTROL JOINTMCJ

MEDICINE CABINETMC

MEMBERMBR

MACHINE BOLTSMB

MAXIMUMMAX

MATERIAL(S)MATL

MASONRYMAS

MACHINEMACH

MATCHED AND BEADEDM&B

METER(S)m

LEAVING WATER TEMPERATURELWT

LIGHTWEIGHT CONCRETELWC

LOUVERLVR

LIGHTNINGLTNG

LIGHTINGLTG

LIGHTWEIGHTLT WT

LIGHTLT

LAWN SPRINKLERLS

LIVING ROOMLR

LOW POINTLPT

LIGHTPROOF LOUVERLPL

LIGHTPROOF DOORLPD

LIGHTPROOFLP

LONGITUDINALLONG

LINTELLNTL

LIMESTONELMST

LUMENLM

LEAD-LINED DOORLLD

LIVE LOADLL

LOCKERLKR

LINEARLIN

LEFT HAND(ED)LH

LENGTHLG

LOADINGLDG

LOADLD

LIGHT CONTROLLC

LUMBERLBR

LABELLBL

POUNDLB

SOUNDPROOF DOORSPD

SPECIALSPCL

SPACERSPC

SHUT OFF VALVESOV

SHEET METAL SCREWSSMS

SHEET METALSM

SLEEVESLV

SEALANTSLNT

SKYLIGHTSKLT

STEEL JOIST INSTITUTESJI

SIMILARSIM

SHELVINGSHV

SHEATHINGSHTHG

SHEETSHT

SHOULDERSHLDR

SHEET GLASSSG

STRUCTURAL FACING UNITSFU

STRUCTURAL FACING TILE UNITSFTU

SAFETY GLASSSFGL

SEQUENCESEQ

SECTIONSECT

STEEL DOOR INSTITUTESDI

STORM DRAINSD

STRUCTURAL CLAY TILESCT

SCREENSCRN

SCHEDULESCHED

SOLID CORESC

SECURITY BARSS.B.

SPLASH BLOCKSB

SUPPLY AIRSA

SOUTHS

RAINWATER CONDUCTORRWC

RIVETRVT

REVERSERVS

RUBBER TILE FLOORRTF

RAISED PATTERN RUBBER TILERPRT

REVOLUTIONS PER MINUTERPM

RETRACTABLE PARTITIONRP

RIGHT OF WAYROW

ROUGH OPENINGRO

ROUNDRND

ROOMRM

RAILINGRLG

RACKRK

ROOF HATCHRH

RIGHT HANDRH

RELATIVE HUMIDITYRH

ROOFINGRFG

REVISIONREV

RETURNRET

RESILIENTRESIL

REQUIREDREQD

REMOVE(ABLE)REM

REINFORCEREINF

REGLETREG

REGISTERREG

REFRIGERATIONREFR

REFLECTREFL

REFERENCEREF

RECTIFIERRECT

RECREATION ROOMREC ROOM

RECEPTACLERECPT

RIGID INSULATIONRDG INS

ROOF DRAINRD

RECEIVERRCVR

REINFORCED CONCRETE PIPERCP

REMOTE CONTROLRC

RUBBERRBR

RUBBLE STONERBL

RUBBER BASE, RESILIENT BASERB

RETURN AIR REGISTERRAR

RETURN AIR GRILLERA GR

RABBETEDRAB

RETURN AIRRA

RISERR

RANGER

RADIUSR

QUANTITYQTY

QUARTER ROUND1/4 RND

QUARTERQTR

QUARTQT.

QUARRY TILEQT

PASS WINDOWPW

PAVINGPVG

POLYVINYL CHLORIDEPVC

PAVEDPV

PAPER TOWEL RECEPTACLEPTR

PARTITIONPTN

PAPER TOWEL DISPENSERPTD

POST-TENSIONED CONCRETEPT CONC

POINTPT.

PNEUMATIC TUBEPT

POUNDS PER SQUARE INCHPSI

POUNDS PER SQUARE FOOTPSF

PRESTRESSED CONCRETEPS CONC

PRESSED STEELP.S.

PIPE SPACEPS

PRESSURE-REGULATING VALVEPRV

PROJECTPROJ

PARKINGPRKG

PREFORMEDPREFMD

PREFINISHEDPREFIN

PREFABRICATE(D)PREFAB

PAIRPR

PARTS PER MILLIONPPM

POLISHED PLATE GLASSPPGL

PORTABLEPORT

PORCELAINPORC

POLISHEDPOL

PAINT(ED)PT

PANELPNL

PLYWOODPLYWD

PLATE GLASSPL GL

PILINGPLG

POUNDS PER LINEAR FOOTPLF

PLUMBINGPLBG

PLATFORMPLAT

PLASTERPLAS

PLASTIC LAMINATEPLAM

PROPERTY LINEPL

PLATEPL

POST INDICATING VALVEPIV

PREFAB ISOLATION POWER UNITPIPU

POINT OF INTERSECTIONPI

PHARMACYPHAR

PHASEPH

PERIMETERPERIM

YARD DRAINYD

YARDYD

TRANSFORMERXFMR

WELDED WIRE REINFORCEMENTWWR

WELDED WIRE MESHWWM

WELDED WIRE FABRICWWF

WALL TO WALLW/W

WIDTHWTH

WEIGHTWT

WAINSCOTWSCT

WASTE STACKW.S.

WATERSTOPWS

WARDROBEWRB

WASTE RECEPTACLEWR

WORKING POINTWP

WEATHERPROOFWP

WATERPROOF(ING)WP

WITHOUTW/O

WIRE MESHWM

WORK SHOPWKSH

WROUGHT IRONWI

WATT-HOUR METERWHM

WHEEL BUMPERWHB

WATER HEATERWH

WALL HUNGWH

WIRED GLASSWGL

WIDE FLANGEWF

WINDOWWDW

WASTE DISPOSERWDSP

WOOD DOORWD

WOODWD

WOOD-CASED OPENINGWCO

WHEELCHAIRW/C

WATER CLOSETWC

WOOD BLOCKINGWBL

WET BULBWB

WITHW/

WESTW

VINYL WALL COVERINGVWC

VENT THRU ROOFVTR

VOLTAGE TRANSFORMERV.T.

VENT STACKVS

VERMICULITEVRM

VAPOR RETARDERVR

VOLUMEVOL

VENEERVNR

V-JOINT(ED)VJ

VINYL HOMOGENEOUSVH

VERTICAL GRAINVG

VINYL FABRICVF

VESTIBULEVEST

VERTICALVERT

VENTILATOR(TION)VENT

VAULT DOORVD

VITRIFIED CLAY TILEVCT

VINYL COMPOSITION TILEVCT

VINYL BASEVB

VARNISHVAR

VOLTV

UNIT VENTILATORUV

UTILITYUTIL

URINALUR

UNINTERRUPTABLE POWER SUPPLYUPS

UNFINISHEDUNFIN

UNEXCAVATEDUNEX

UNDERWRITERS LABORATORIESUL

UNIT HEATERUH

UNDERGROUNDUGND

UNIT COOLERUC

TYPICALTYP

TELEVISIONTV

THERMOSTATTSTAT

TRANSVERSETRANS

TRANSOMTRANS

TOILET PARTITIONTPTN

TOILET PAPER DISPENSERTPD

TOP OF WALLTOW

TOP OF STEELTOS

TOP OF SLABTOS

TOPOGRAPHYTOPO

TOLERANCETOL

TOP OFTO

TACKSTRIPTKS

TACKBOARDTK BD

THRESHOLDTHRES

THICK(NESS)THK

TRUSS HEADTH

TOGGLETGL

TONGUE AND GROOVET&G

TERMINALTERM

TERRAZZOTER

TEMPORARYTEMP

TEMPERATURETEMP

TELEPHONETEL

TERRA COTTATC

TOWEL BARTB

TANGENTTAN

TREADT

SYSTEMSYS

SYNTHETICSYNTH

SYMMETRICALSYMM

SWITCHBOARDSWBD

SWITCHSW

SHEET VINYL SV

SUSPENDEDSUSP

SUBFLOORSUB FL

STAIRWAYSTWY

STRUCTURALSTRUCT

STRINGERSTR

STATIC PRESSUREST PR

STORAGESTOR

STEELSTL

SEATINGSTG

STANDARDSTD

STATIONSTA

STAINLESS STEELSST

STANDING SEAM (ROOF)SS

SERVICE SINKSS

SHELF AND RODS&R

SQUARE HEADSQHD

SQUARESQ

SPEAKERSPKR

SPACE HEATERSPH

SPECIAL FINISHSP FIN

SOUNDPROOFSPF

SPECIFICATIONSPEC

ABBREVIATIONS

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EXISTING PIER

BOLTS DOWN TO TOP OF PIER

GRIND/REMOVE EXPOSED ANCHOR

EXISTING WIRE CONDUIT

SHOWN FOR CLARITY

EXISTING POLE NOT

EXISTING CONDUIT

CENTERED AROUND

NEW ANCHOR BOLTS

EXISTING WIRE CONDUIT

EXISTING PIER

EXISTING ANCHOR BOLTS

BELOW EXISTING GRADE

REMOVE TOP MATERIAL TO 2'

SHOWN FOR CLARITY

EXISTING POLE NOT

EXISTING GRADE

EXISTING GRADE AND RESEED

BACK FILL TO SURROUNDING

EXISTING GRADE

EXISTING ANCHOR BOLT SYSTEM

EXISTING EARTHEN FOUNDATION

REMOVED MATERIAL

2'

2'-1"

12' 12'

2'-1"

12' 12'

TYPICAL EXTERIOR CONCRETE

EQUIPMENT PAD

CONCRETE EQUIPMENT PAD NOTES:

2. THE PLAN DIMENSIONS OF EQUIPMENTS, AND PROJECTIONS SHALL SUIT THE

REQUIREMENTS OF THE APPROVED EQUIPMENT FURNISHED.

1. ELECTRICAL SHEETS FOR LOCATION OF EQUIPMENT PADS.

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SEE PLAN ON ES-101 FOR REPAIR LOCATIONS.5.

REMOVAL AND REPLACEMENT OF EXISTING TRANSFORMER PAD. SEE TYPICAL EXTERIOR CONCRETE EQUIPMENT PAD FOR DETAILS.4.

NEW LIGHT POLE FOUNDATIONS SHALL HAVE A DEPTH BELOW GRADE OF 6.5'.

PLACEMENT OF CAST-IN-PLACE CONCRETE LIGHT POLE FOUNDATIONS. SEE S-800 FOR NEW LIGHT POLE FOUNDATION DETAILS.3.

DIMENSIONS AND LOCATION OF ANCHOR BOLTS AND BASE PLATES MUST BE COORDINATED WITH EXISTING CONCRETE GEOMETRY.

NEW LIGHT POLE ANCHOR BOLT CONFIGURATION AND DEPTH SHALL MATCH MANUFACTURER RECOMMENDATIONS.

AND DESIGN AND PLACEMENT OF NEW ANCHOR BOLTS CENTERED AROUND EXISTING CONDUIT PIPE.

REMOVAL OF TOP OF EXISTING LIGHT POLE ANCHOR BOLTS ALONG SPILLWAY BRIDGE TO EXISTING GRADE,2.

DIMENSIONS AND LOCATION OF ANCHOR BOLTS AND BASE PLATES MUST BE COORDINATED WITH PROPOSED CONCRETE GEOMETRY.

NEW LIGHT POLE ANCHOR BOLT CONFIGURATION AND DEPTH SHALL MATCH MANUFACTURER RECOMMENDATIONS.

REMOVAL OF TOP OF EXISTING LIGHT POLE CONCRETE FOUNDATIONS TO 2' BELOW GRADE AND BACKFILLED TO MATCH EXISTING GRADE.1.

SUMMARY OF STRUCTURAL WORK:

SEE SPECIFICATION 03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE FOR ADDITIONAL REQUIREMENTS.11.

ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3/4" OR AS INDICATED.10.

AND APPROVED ALL EMBEDDED WORK, INCLUDE REINFORCEMENT.

NO CONCRETE SHALL BE PLACED UNTIL THE CONTRACTING OFFICER'S REPRESENTATIVE HAS INSPECTED 9.

MAINTAINED SECURELY IN PLACE PRIOR TO AND DURING CONCRETE PLACEMENT.

ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED, ACCURATELY POSITIONED AND 8.

REINFORCE ALL CONCRETE NOT OTHERWISE SHOWN WITH SAME STEEL AS IN SIMILAR SECTIONS OR AREAS.

ALL CONCRETE IS REINFORCED UNLESS SPECIFICALLY CALLED OUT AS UNREINFORCED. 7.

2 IN- EVERYWHERE ELSE WITH BARS #6 OR LARGER

1.5 IN- EVERYWHERE ELSE WITH BARS #5 OR SMALLER

2.5 IN- SURFACE EXPOSED TO DEICING SALTS

3 IN- CAST AGAINST AND PERMANENTLY IN CONTACT WITH GROUND

CONCRETE COVER SHALL BE AS FOLLOWS:6.

A MINIMUM OF TWO BAR DIAMETERS SHALL BE PLACED BETWEEN PARALLEL REINFORCEMENT STEEL BARS.5.

NO ALUMINUM EMBEDMENTS ARE PREMITTED.

NO CALCIUM CHLORIDE OR OTHER DELETERIOUS SALTS ARE PERMITTED IN CONCRETE.4.

SHOP FABRICATE REINFORCING BARS WHICH ARE INDICATED TO BE BENT OR HOOKED.

REINFORCEMENT BARS SHALL HAVE FABRICATION TOLERANCES IN ACCORDANCE WITH ACI 315.

WITH THE LATEST ACI AND CRSI STANDARDS.

ALL CONCRETE OPERATIONS AND REINFORCEMENT SHALL BE IN ACCORDANCE 3.

- DEFORMED BARS (NOT WELDED): ASTM A615, GR. 60 KSI

CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE FOLLOWING:2.

- NORMAL WEIGHT WITH DENSITY OF 140 PCF TO 150 PCF

- MAX WATER SOLUBLE CHLORIDE ION IN CONCRETE (% BY WEIGHT OF CEMENT): 1.0

- MAX WATER/CEMENT RATIO: 0.45

- MINIMUM 28-DAY COMPRESSIVE STRENGTH (f'c): 4500 psi

CAST-IN-PLACE CONCRETE SHALL ATTAIN THE FOLLOWING PROPERTIES:1.

REINFORCED CONCRETE NOTES:

TYPICAL EARTHEN POLE FOUNDATION TYPICAL SPILLWAY POLE FOUNDATION

NOTES:

2. SEE S-803, SECTION A-A FOR REINFORCEMENT DETAILS.

1. SEE S-801, DETAIL "D" AND SECTION C-C FOR MORE DETAILS.

SECTION VIEW PLAN VIEW

COMPACTED FILL

#4 @ 12"

3" CLEAR

PERIMETER OF SLAB

THICKENED EDGE AT

FINAL GRADE

3/4" CHAMFER

EDGE SIDE

6" MIN.

EDGE. CONTINUOUS

3" CLEAR

1 1/2" CLEAR

8"

EQUIPMENT DIMENSION

#4 IN EACH THICKENED

AROUND CORNERS

8"

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TYPICAL EARTHEN POLE FOUNDATION TYPICAL SPILLWAY BRIDGE POLE FOUNDATION TYPICAL SPILLWAY BRIDGE POLE FOUNDATION in

T ie s s p

Min

2"

(typ)

3" Cl

"2

F o o ti n g D e p th

1" max.

Min. 2 threads exposed

(see quantity sheet for length) Mast Arm

(see quantity sheet for length) Mast Arm

Anchor bolt

Leveling nut

Flat washers

Top nut

Base plate

Slip base required by manufacturer

Plate thickness as flat washer place on top of middle

28 gauge keeper plate, inside and outside

Continuous weld

11 gauge shaft thickness

" Plate4

Leveling nuts

Finished roadway surface

Survey `

Ground line

Curb and gutter Finished roadway surface

See "Detail A"

Leveling nuts Leveling nuts

Top of foundation

Slip bases of breakaway support

4" max.

60"

Ground line

See layout sheets for offset

One piece davit pole specification manufacturer's

Radius as per

Finish elev. of foundation dia. 8.3" min.

Bottom shaft torque to 1010 in-lbs with three flat washers high strength steel bolt " dia. x 5" long4 roadway

Parallel to

"2 shaft dia. + 7

Manufacturer's

"2 shaft dia. + 5

Manufacturer's shaft dia. + 8"

Manufacturer's

"2 shaft dia. + 5

Manufacturer's

" dia. holes8

"8

"16

R=

"4

R=

"4

2"

"4 dia. +

Bottom shaft

120^

120^

" Slip base4

30^

30^

120^

120^ roadway

Parallel to

See Multi-Directional Slip Base details

(s e e q u a n ti ty s h e e t fo r le n g th

M o u n ti n g h e ig h t

(see quantity sheet for length) Mast Arm

3'-0" manufacturer's specs

Anchor bolts as per

Ground line

Hand hole Hand hole

Round or multi-sided 11 guage steel Round or multi-sided 11 guage steel

Hand hole bolt circle

Equal to manufacturer's

17" max. 14" max.

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Foundation

Grade at ` of

Top of Curb or to hold alignment.

welded to the inside of anchor bolt square stock or approved equal

"4 fabricated from #6 bar circle or

An anchor bolt cage shall be shop

0'-2" Conduit

Bushings

Conduit recommendations (typ) manufacturer's

Anchor bolts as per bolt type clamp at top weld 3/4" x 10' min with

Ground Rod - copper

(typ)

Spiral Tie Bar

#4 Round or

8 - #5 bars

Longitudinal Reinforcing

(min)

" Cl2

(min)

3" Cl

Ground Rod

0'-2" Conduit

(Curb side only) for drainage

" V-groove2

Tie Bar (typ)

#4 Round or Spiral

Plate

Base foundation

Finish elev of

Bolt

Anchor

Leveling Nut

Flat Washers exposed

Min 2 threads

Top Nut

Max 1"

1" Bevel

Reinforcing (typ)

Longitudinal

2'-0" Dia.

3'-0"

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PLAN

ELEVATION

LIGHT & SIGNAL STANDARD FOUNDATION

ANCHOR BOLT DETAIL

Concrete Foundation Location

Breakaway Support Stub Clearance Diagram

Truss Mast Arm

Multi-Directional Slip Base

Direction of traffic

Anchor Bolt Detail

Top View

Plan View

Slip Base Placement Detail

Detail A

Side View

Steel Base Detail

Light Standard Details

Davit Mast Arm

Anchor Base Transformer Base

Direction of traffic Keeper Plate Detail (A) flat washer. Galvanize Keeper plate after fabrication.

ASTM A446 Grade "A" 28 gauge keeper plate on top of middle (A) the bottom of the foundation. A minimum of 6 anchor bolts shall be used for cantilevered structures.

V, VI & VII signal standard foundations if the anchor bolts extend to within 3" to 6" above

Tie bars shall have a minimum of a 12" lap. Reinforcing may be omitted for Type I, II, established by the Engineer in the field. All reinforcing shall be Grade 60.

See ES sheets for location of foundations. The grade and exact location shall be and bushings on both ends may be substituted for the 90° bends shown.

When conduit does not continue beyond the foundation, conduit with a 105° bend

See plans for conduit size, number of bends and correct positionfor each foundation.

Light & Signal Standard Foundations:

4. Burr threads of junction with nut using center punch to prevent nut loosening.

retightening.

3. Loosen each bolt and retighten to prescribed torque in the same order as initial

2. Retighten bolts with a systematic order to prescribed torque.

and to clean bolt threads, then loosen.

1. Tighten all bolts the maximum possible with 12" to 15" wrench to bed washers

Slip Base Bolt Torque Procedure:

Steel Standards: Touch up marred or scratched areas after erection.

Notes:

Handhole to be orientated away from traffic.(A)

PROPOSED CONCRETE GEOMETRY.

PLATES MUST BE COORDINATED WITH EXISTING AND

DIMENSION AND LOCATIONS OF ANCHOR BOLTS AND BASE (B)

DETAILS.

BASE PLATE DETAIL IS EXAMPLE FROM NDDOT STANDARD

ACCORDANCE WITH ACI 318. SHOWN ANCHOR BOLT AND

LAYOUT AND PROVIDE ANCHORAGE CALCULATIONS IN

CONTRACTOR'S ENGINEER IS TO DETERMINE ANCHOR BOLT (A)

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WITH ORIGINAL CONCRETE.

FILL VOID WITH GROUT TO BE LEVEL

TO 2' BELOW TOP OF CONCRETE.

CUT ANCHOR BOLTS AND GRIND DOWN

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FOR INFORMATION ONLY

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