POWERHOUSE_BRIDGE_REPAIRS__BIG_BEND_DAM,_SD_-_RTA__-_FULL_SIZE.PDF

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

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

DS: NWO_Screen.dscript.dscriptPD: NWO_pdf.pltcfg10:11:33 AM 7/28/2017

...\30500 - Construction E&D\BB77\30DA0 - Plans & Specs\CAD_BIM\_Sheets\BB77 - Powerhouse Bridge Bearing Grout Repairs, Conrete Mortar

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

of Engineers

US Army Corps

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

PE

SECTION

PE

SECTION

PE

SECTION

PE

SECTION

PE

SECTION

SECTION

RA

CIVIL

CADD

PROJECT COORD.

DATE

DATE

DATE

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

GEOT.

ARCH. / INTER.

ELEC.

ENVIR.

MECH.

STRUCT.

PE

®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

M

A H

A

N E

F

IL

E N

A M

E

Omaha District

F

IL

E N

U M

B E

R

C

A P

IT

O L A

V E

B B

G -0

.d g n

H O

F F

M A

N

M

H O

F F

M A

N

A N

S I

D A

N S I

D

M

H O

F F

M A

N

M

H O

F F

M A

N

G-001

O M

A H

A D

IS

T R

IC

T

BIG BEND DAM, SOUTH DAKOTA

B

IG

B

E N

D D

A M S

O U

T H D

A K

O T

A A

U G

U S

T

B B

D -1

-0

AUGUST 2017

POWERHOUSE BRIDGE BEARING GROUT REPAIRS,

P O

W E

R H

O U

S E B

R

ID

G E B

E A

R

IN

G G

R O

U T R

E P

A

IR

S

C O

N C

R E

T E M

O R

T A

R P

A T

C H

E S

A N

D S

E A

L A

N T

CONCRETE MORTAR PATCHES, AND SEALANT

C O

V E

R I

N D

E X

W F -1

-Q

-0

W9128F-17-Q-0100

W F -1

-Q

-0

ADVERTISEMENTADVERTISEMENT

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

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

DS: NWO_Screen.dscript.dscriptPD: NWO_pdf.pltcfg10:12:05 AM 7/28/2017

...\30500 - Construction E&D\BB77\30DA0 - Plans & Specs\CAD_BIM\_Sheets\BB77 - Powerhouse Bridge Bearing Grout Repairs, Conrete Mortar

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

A H

A

N E

F

IL

E N

A M

E

®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

C

A P

IT

O L A

V E

F

IL

E N

U M

B E

R

B B

G -0

.d g n

A N

S I

D

G-002

A B

B R

E V

IA

T

IO

N

H O

F F

M A

N

M

H O

F F

M A

N

M

H O

F F

M A

N

M

H O

F F

M A

N

O M

A H

A D

IS

T R

IC

T

B

IG

B

E N

D D

A M S

O U

T H D

A K

O T

A

B B

D -1

-0

A U

G U

S T

P O

W E

R H

O U

S E B

R

ID

G E B

E A

R

IN

G G

R O

U T R

E P

A

IR

S

C O

N C

R E

T E M

O R

T A

R P

A T

C H

E S

A N

D S

E A

L A

N T

W F -1

-Q

-0

ADVERTISEMENT

CURB AND RAIL

SIDEWALK AND RAIL

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

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

BRIDGE FRAMING - PLAN

C L R

O A

D W

A Y

C L R

O A

D W

A Y

G1

SPAN 1

C. TO C. OF BEARINGS

SPAN 2

C. TO C. OF BEARINGS

SPAN 3

C. TO C. OF BEARINGS

SPAN 4

C. TO C. OF BEARINGS

SPAN 5

C. TO C. OF BEARINGS

SPAN 6

C. TO C. OF BEARINGS

SPAN 7

C. TO C. OF BEARINGS

SPAN 8

C. TO C. OF BEARINGS

SPAN 9

C. TO C. OF BEARINGS

N

80'-9" 2'-0" 84'-0" 84'-0" 84'-0" 84'-0" 84'-0" 84'-0" 80'-9" 110'-0"2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0"

G2

G3

G4

G1

G2

G3

G4

G2

G1-DOWNSTREAM

G1-UPSTREAM

G2

G3

G4

G2

G3

G4

G2

G3

G4

G2

G3

G4

G2

G3

G4

G1 G1 G1 G1 G1

G2

G3

G4

G1

POWERHOUSE

RETAINING WALL

LEGEND

B

C

D

B B B

B

D C C

FIX EXP FIX FIX FIX FIX FIX FIX FIX FIXEXP EXP EXP EXP EXP EXP EXP EXP

SEE DETAILS AND NOTES ON SHEET S-103

SEAL GAPS AT BOTTOM OF SPAN 9 GIRDER BEARING STIFFENERS AND WEB STIFFENERS.

THE BRIDGE.

CONTROL, AND METHODS TO PREVENT MATERIALS OR ITEMS FROM FALLING INTO THE WATER BENEATH

5. THE CONTRACTOR SHALL SUBMIT A WORK PLAN FOR APPROVAL, INCLUDING ACCESS, TRAFFIC

A ZINC-RICH PRIMER, GRAY IN COLOR, AT NO ADDITIONAL COST TO THE GOVERNMENT.

4. ANY DAMAGE TO THE PAINT CAUSED BY THE CONTRACTOR SHALL BE REPAIRED WITH TWO COATS OF

OFFICER IMMEDIATELY.

WHETHER PRE-EXISTING OR CAUSED BY THE CONTRACTOR, SHALL BE REPORTED TO THE CONTRACTING

CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT. ANY DAMAGE TO THE STEEL GIRDERS,

3. ANY DAMAGE TO EXISTING STRUCTURES CAUSED BY THE CONTRACTOR SHALL BE REPAIRED BY THE

GIRDER NUMBERS ON THE SHOP FABRICATION DRAWINGS FOR SPANS 1 THROUGH 8 VARY FROM THOSE SHOWN HERE.

2. GIRDER NUMBERS SHOWN ARE AS ON THE ORIGINAL CONSTRUCTION CONTRACT DRAWINGS.

TO COMPLETE THE WORK AS SHOWN.

1. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AS NECESSARY

GENERAL NOTES:

A A A A A A A A A

A 6 LOCATIONS IN SPAN 9 FOR A TOTAL OF 70 BEARING PLATES. SEE NOTES ON SHEET S-102.

INSPECT GROUT BENEATH ALL BEARING PLATES, CONSISTING OF 8 LOCATIONS IN EACH OF SPANS 1 THROUGH 8 AND

0 30 60

ONLY DRAWINGS TO VERIFY LOCATIONS OF DEFECTIVE GROUT. SEE DETAIL AND NOTES ON SHEET S-102.

LOCATIONS OF PRE-APPROVED REPAIR OF GROUT BENEATH BEARING PLATE. USE THE PHOTOGRAPHS IN THE FOR INFORMATION

BRIDGE DECK - PLAN

J

C L R

O A

D W

A Y

C L

C L

C L

C L

C L

C L

C L

C L

C L

N

C L R

O A

D W

A Y

E J

E J

E J

E J

E J

E J

E J

E J

E J

SUPPORT 2 SUPPORT 3 SUPPORT 4 SUPPORT 5 SUPPORT 6 SUPPORT 7 SUPPORT 8 SUPPORT 9

C-I-P CONCRETE DECK

POWERHOUSE INTAKE GANTRY CRANE DECK

A C

C E

S S R

O A

D

G A

N T

R Y D

E C

K

P O

W E

R H

O U

S E

79'-6" 86'-0" 86'-0" 86'-0" 86'-0" 86'-0" 86'-0" 82'-9" 112'-3"

POWERHOUSE INTAKE CRANE GANTRY DECK TO THE TOPS OF THE PIERS OR A CONTRACTOR INSTALLED TEMPORARY WORK PLATFORM.

IS 9'-6" x 19'-3" AND THE OPENINGS ON EITHER SIDE ARE 9'-6" x 21'-6". THE CONTRACTOR WOULD BE PERMITTED TO USE LADDERS FROM THE

THAT SIDE TO THE OPENINGS ON OTHER SIDE OF THE CURB AND FENCE. IN EACH OF SPANS 1 THROUGH 8, THE MIDDLE OPENING

NOTE THAT THE CLOSE PROXIMITY OF THE POWERHOUSE TO THE EAST SIDE OF THE BRIDGE LIMITS SNOOPER ACCESS FROM

4. THE PROPOSED METHODS OF ACCESS TO THE UNDERSIDE OF THE BRIDGE SHALL BE SUBMITTED FOR APPROVAL.

PLACED IN THE CLOSED LANE ON THE SAME SPAN DURING GROUT REPAIRS.

C. AN UNDERBRIDGE INSPECTION UNIT WEIGHING NOT MORE THAN 20 TONS AND TRAVELLING AT NOT MORE THAN 10 MPH MAY BE

LIMITED TO 35 MPH.

MANUFACTURER FOR ACHIEVING THE SPECIFIED MINIMUM COMPRESSIVE STRENGTH. TRAFFIC IN THAT SINGLE LANE SHALL BE

DURING REMOVAL OF DEFICIENT GROUT UNTIL NEW GROUT HAS CURED FOR THE DURATION RECOMMENDED BY THE GROUT

B. IN THE SPAN IN WHICH BEARING GROUT REPAIR WORK IS BEING PERFORMED, TRAFFIC SHALL BE LIMITED TO ONE LANE

A. THE CONTRACTOR SHALL NOT STORE EQUIPMENT OR MATERIALS ON THE BRIDGE.

3. WEIGHT RESTRICTIONS FOR EQUIPMENT AND MATERIAL ON THE BRIDGE:

OF TRAFFIC RESTRICTIONS.

THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER AND THE SOUTH DAKOTA DOT NOT LESS THAN 14 DAYS IN ADVANCE

STANDARD TRAFFIC CONTROL PLANS. THE CONTRACTOR SHALL OBTAIN THE RIGHT OF ENTRY PERMIT FROM SOUTH DAKOTA DOT.

2. THE TRAFFIC CONTROL PLAN SHALL BE SUBMITTED FOR APPROVAL. TRAFFIC CONTROL SHALL CONFORM TO SOUTH DAKOTA DOT

REPRESENTATIVE.

1. COORDINATE CONTRACTOR'S STAGING AREA IMMEDIATELY SOUTHEAST OF THE BRIDGE WITH THE CONTRACTING OFFICER'S

ACCESS, TRAFFIC CONTROL AND WEIGHT LIMIT NOTES:

LOCATIONS OF SPALLS. SEE DETAIL AND NOTES ON SHEET S-103.

CONCRETE PATCHING MORTAR. USE THE PHOTOGRAPHS IN THE FOR INFORMATION ONLY DRAWINGS TO VERIFY

LOCATIONS OF PRE-APPROVED PATCH OF SPALL ON SIDE WALL OF CONCRETE BRIDGE SUPPORT. REPAIR WITH

®of Engineers

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

A H

A

N E

F

IL

E N

A M

E

A N

S I

D

C

A P

IT

O L A

V E

F

IL

E N

U M

B E

R

B B S -1

.d g n

W

B O

E C

K

L P

E T

E R

S O

N

L P

E T

E R

S O

N

W

B O

E C

K

S-101

O M

A H

A D

IS

T R

IC

T

B

IG

B

E N

D D

A M S

O U

T H D

A K

O T

A

B B

D -1

-0

B B

D -1

-0

A U

G U

S T

A U

G U

S T

P O

W E

R H

O U

S E B

R

ID

G E B

E A

R

IN

G G

R O

U T R

E P

A

IR

S

C O

N C

R E

T E M

O R

T A

R P

A T

C H

E S

A N

D S

E A

L A

N T

C O

N C

R E

T E M

O R

T A

R P

A T

C H

E S

A N

D S

E A

L A

N T

A C

C E

S S N

O T

E S T

R A

F F

IC

C

O N

T R

O L N

O T

E S

B R

ID

G E D

E C

K P

L A

N F

R A

M

IN

G P

L A

N

B R

ID

G E D

E C

K P

L A

N F

R A

M

IN

G P

L A

N

A N

D G

E N

E R

A L N

O T

E S

A N

D G

E N

E R

A L N

O T

E S

W F -1

-Q

-0

W F -1

-Q

-0

SHIM, TYP.

O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

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

LEGEND

REGION OF EXISTING SOUND GROUT BENEATH STEEL BEARING PLATE

REGION OF MISSING, CRACKED OR OTHERWISE DEFECTIVE GROUT BENEATH STEEL BEARING PLATE

NO SCALE

BEARING PLATE SHIM DETAIL - PLAN

14"x27"x2" IN SPAN 9.

11"x17"X2" IN SPANS 1 THROUGH 8, EXISTING STEEL BEARING PLATE, SHIM STACK

S-102

APPLYING CONCRETE PATCHING MORTAR TO SLOPE AWAY FROM THE BEARING.

SURFACE OF CONCRETE TO 3/16 INCH, APPLYING BONDING AGENT, AND

DEPRESSIONS IN THE TOP OF CONCRETE NEAR THE BEARING BY ROUGHENING

WHERE GROUT OUTSIDE LIMITS OF BEARING PLATE IS REMOVED, FILL ANY

NO SCALE

SECTION 1

S-102 S-102

1 3/4"

GROUT THICKNESS VARIES

BEARING PLATE

EXISTING STEEL

THE LIMITS OF THE BEARING PLATE.

PLATE IS SOUND, REMOVE THE CRACKED GROUT OUTSIDE

IS CRACKED BUT GROUT BENEATH ENTIRE AREA OF BEARING

WHERE GROUT OUTSIDE THE LIMITS OF THE BEARING PLATE

2. DO NOT PLACE HAND OR FINGERS BENEATH BEARING PLATES AT ANY TIME.

1. COMPLY WITH EM 385-1-1.

SAFETY NOTES:

OF SOUND GROUT TO EDGE OF BEARING PLATE.

PLATE AND THE CONCRETE SUPPORT BELOW. SHIMS SHALL EXTEND FROM EDGE

SHALL NOT EXCEED 3 INCHES. SHIMS SHALL BEAR TIGHTLY AGAINST THE BEARING

NOT EXCEED 10 INCHES AND MAXIMUM DISTANCE FROM CORNER OF BEARING PLATE

IN REGION(S) WHERE SHIMS ARE REQUIRED, MAXIMUM SPACING OF SHIMS SHALL

THE DISTANCE FROM EDGE OF PLATE TO SOUND GROUT EXCEEDS 1 3/4 INCHES.

SHIMS ARE REQUIRED WHEREVER ON ANY OF THE 4 EDGES OF BEARING PLATE

10" MAX.

ALL NEW GROUT HAS CURED.

7. THE TRAFFIC RESTRICTIONS NOTED ON SHEET S-101 SHALL APPLY FROM TIME OF REMOVAL OF DEFICIENT GROUT UNTIL

NOT BE PERMITTED.

CURED. FORM RELEASE AGENTS OR OTHER MATERIALS THAT COULD PREVENT BOND OF GROUT TO ADJACENT GROUT SHALL

AND/OR PLACING NARROW STRIPS OF COMPRESSIBLE MATERIAL ALONGSIDE SHIM THAT IS ALSO REMOVED AFTRER GROUT HAS

BE FILLED WITH GROUT. AT CONTRACTOR'S OPTION, REMOVAL OF SHIMS MAY BE FACILITATED BY SLIGHTLY TAPERING THE SHIMS

6. SHIMS SHALL BE REMOVED AFTER GROUT HAS CURED FOR THE RECOMMENDED TIME. VOIDS LEFT BY REMOVAL OF SHIMS SHALL

OF GROUT.

MIXING GROUT TO A PLASTIC CONSISTENCY THAT WILL NOT SLUMP. USE TAMPING RODS TO ENSURE COMPLETE CONSOLIDATION

PLATES WITH NON-SHRINK, NON-METALLIC CEMENTITIOUS GROUT. FOLLOW GROUT MANUFACTURER'S INSTRUCTIONS FOR

5. THOROUGHLY CLEAN THE VOID SPACE TO RECIEVE NEW GROUT. COMPLETELY FILL VOIDS BENEATH THE STEEL BEARING

OTHERWISE SOUND GROUT.

GROUT. LIGHTLY TAP REMAINING GROUT TO CHECK SOUNDNESS USING CARE TO AVOID EXCESSIVE FORCE THAT WOULD DAMAGE

3. AT BEARINGS APPROVED FOR REPAIR OF GROUT, REMOVE ALL EXISTING CRACKED, HONEYCOMBED, OR OTHERWISE DEFICIENT

EXCEPT FOR A REGION NEAR THE EDGE OF THE BEARING PLATE OF LESS WIDTH THAN SHOWN, SHIM STACKS ARE NOT REQUIRED.

2. INSTALL SHIMS STACKS CONSISTING OF ASTM A36 STEEL WHERE REQUIRED BY THE DETAILS ON THIS SHEET. IF GROUT IS SOUND

REPAIRED WITHOUT WRITTEN APPROVAL FROM THE CONTRACTING OFFICER'S REPRESENTATIVE.

ON SHEET S-101 SHALL BE REPAIRED. GROUT AT OTHER LOCATIONS MAY BE RECOMMENDED FOR REPAIR, BUT SHALL NOT BE

LOCATIONS OF DEFICIENT GROUT THAT ARE RECOMMENDED FOR REPAIR. GROUT AT THE LOCATIONS INDICATED BY KEYNOTE "B"

NOT SUPPORTED BY SOUND GROUT SHALL BE PHOTOGRAPHED. SUBMIT A WRITTEN REPORT WITH PHOTOGRAPHS DOCUMENTING

OTHER TOOL. ANY GROUT PADS THAT HAVE CRACKS, SPALLS OR OTHER DEFECTS SUCH THAT ENTIRE BEARING PLATE IS

OTHERWISE DEFICIENT GROUT. INSPECTION SHALL INCLUDE VISUAL INSPECTION AND LIGHT TAPPING WITH HAMMER OR

THE GROUT BENEATH ALL BEARING PLATES TO DETERMINE EXTENT OF CRACKED, HONEYCOMBED, SPALLED, MISSING OR

1. PROVIDE ACCESS FOR THE CONTRACTING OFFICER'S REPRESENTATIVE AND THE CONTRACTOR TO JOINTLY INSPECT

BEARING GROUT REPAIR NOTES:

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

A H

A

N E

F

IL

E N

A M

E

A N

S I

D

S-102

C

A P

IT

O L A

V E

F

IL

E N

U M

B E

R

B B S -1

.d g n

W

B O

E C

K

L P

E T

E R

S O

N

L P

E T

E R

S O

N

W

B O

E C

K

O M

A H

A D

IS

T R

IC

T

B

IG

B

E N

D D

A M S

O U

T H D

A K

O T

A

B B

D -1

-0

B B

D -1

-0

P O

W E

R H

O U

S E B

R

ID

G E

P O

W E

R H

O U

S E B

R

ID

G E

A U

G U

S T

A U

G U

S T

P O

W E

R H

O U

S E B

R

ID

G E B

E A

R

IN

G G

R O

U T R

E P

A

IR

S

C O

N C

R E

T E M

O R

T A

R P

A T

C H

E S

A N

D S

E A

L A

N T

C O

N C

R E

T E M

O R

T A

R P

A T

C H

E S

A N

D S

E A

L A

N T

B E

A R

IN

G G

R O

U T R

E P

A

IR

D

E T

A

IL

S

W F -1

-Q

-0

W F -1

-Q

-0

G

E A

T

T H

A N

W

D E

L A

R G

P

A L

L

N

EDGE (TYP)

AVOID FEATHER

SAWCUT TO

2" MIN

GIRDER WEB

STIFFENER

GIRDER BOTTOM FLANGE

STIFFENER

STIFFENER

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

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

C

LBEARING

C L

16WF50 FLOORBEAMS @ 3'-0" O.C.

W E

B

CROSS BRACING

S-103

WEB STIFFENERS, 20 SPACES @ 5'-6" = 110'-0"

22'-0"

110'-0"

C

LBEARING

C

LCROSS BRACING C

LCROSS BRACING C

LCROSS BRACING C

LCROSS BRACING C

L

22'-0" 22'-0" 22'-0" 22'-0"

3 EACH SIDE OF WEB EACH END OF GIRDER

BEARING STIFFENERS,

EACH SIDE OF WEB, TYP

WEB STIFFENER,

0 10'6'4'2'

GIRDER ELEVATION - SPAN 9

NO SCALE

SECTION 1

S-103 S-103 NO SCALE

SECTION 2

S-103 S-103

DEEPER.

ONE-INCH WHICHEVER IS

CONCRETE, OR MINIMUM

CONCRETE TO SOUND

REMOVE EXISTING

TO 3/16" AMPLITUDE

ROUGHENED SURFACETO AVOID A FEATHER EDGE

REPAIR AREA TO 1 INCH MINIMUM DEPTH

SAWCUT TO FORM A RECTANGLE AROUND

CONCRETE

EXISTING SOUND

SPALL EDGE

ORIGINAL

FLUSH WITH SURFACE

PATCHING MORTAR AND FINISH

FILL CAVITY WITH CONCRETE

FOR INFORMATION ONLY DRAWINGS

ANCHOR SLEEVE, SEE PHOTOS IN

REMOVE EMBEDDED STEEL PIPE OR

S-103

A

A B

B

A B

S-103

AT BOTTOM OF STIFFENER, NEW SEALANT NOT SHOWN

REMOVE LOOSE RUST AND DEBRIS FROM EXISTING GAP

C

C

CONCRETE SPALL MORTAR PATCH

TEMPERATURE RANGE RECOMMENDED BY THE SEALANT MANUFACTURER.

TEMPERATURE AND TEMPERATURE OF STEEL SHALL WITHIN THE

STIFFENER. SURFACES SHALL BE CLEAN AND DRY. THE AMBIENT

OF SEALANT EACH SIDE OF STIFFENERS FOR FULL LENGTH OF

WITH POLYETHER ADHESIVE SEALANT. PROVIDE 1/4 INCH BEAD

FILL GAP BENEATH STIFFENER AND GAP AT STIFFENER COPE

5. MOIST CURE WITH WET BURLAP/POLYETHYLENE SHEET FOR 3 DAYS MINIMUM.

FORM OR APPLY MULTIPLE THIN LAYERS, AS RECOMMENDED BY THE MORTAR MANUFACTURER.

4. FILL AND FINISH FLUSH WITH THE APPROVED CONCRETE PATCHING MORTAR. FOR VERTICAL SURFACES,

3. COAT THE SURFACE OF CONCRETE TO RECIEVE MORTAR PATCH WITH THE APPROVED BONDING AGENT

2. ROUGHEN AND CLEAN THE SURFACE OF CONCRETE TO RECIEVE MORTAR PATCH.

TO A MINIMUM OF TWO-INCHES DEEPER THAN FINISHED SURFACE OF CONCRETE.

REMOVE THE EMBEDDED STEEL ITEMS SEEN IN THE PHOTOGRAPHS NEAR THE CENTERS OF THE SPALLS

1. REMOVE EXISTING CONCRETE TO SOUND CONCRETE, OR A MINIMUM ONE-INCH WHICHEVER IS DEEPER.

CONCRETE SPALL MORTAR PATCH NOTES:

OF GIRDER WEB TO GIRDER FLANGE, NEW SEALANT NOT SHOWN

STIFFENER THAT WAS PROVIDED TO CLEAR EXISTING WELD

REMOVE LOOSE RUST AND DEBRIS FROM EXISTING COPE OF

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

A H

A

N E

F

IL

E N

A M

E

A N

S

S-103

C

A P

IT

O L A

V E

F

IL

E N

U M

B E

R

B B S -1

.d g n

W

B O

E C

K

L P

E T

E R

S O

N

L P

E T

E R

S O

N

W

B O

E C

K

O M

A H

A D

IS

T R

IC

T

B

IG

B

E N

D D

A M S

O U

T H D

A K

O T

A

B B

D -1

-0

B B

D -1

-0

A U

G U

S T

A U

G U

S T

A N

D S

P A

N S

E A

L A

N T D

E T

A

IL

S

P O

W E

R H

O U

S E B

R

ID

G E B

E A

R

IN

G G

R O

U T R

E P

A

IR

S

C O

N C

R E

T E M

O R

T A

R P

A T

C H

C O

N C

R E

T E M

O R

T A

R P

A T

C H

C O

N C

R E

T E M

O R

T A

R P

A T

C H

E S

A N

D S

E A

L A

N T

C O

N C

R E

T E M

O R

T A

R P

A T

C H

E S

A N

D S

E A

L A

N T

W F -1

-Q

-0

W F -1

-Q

-0

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

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

FOR INFORMATION ONLY

THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS.

INFORMATION, BUT NO GUARANTEE IS MADE AS TO THEIR ACCURACY.

FOR INFORMATION ONLY SHEETS REPRESENT ON THE BEST AVAILABLE

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

A H

A

N E

F

IL

E N

A M

E

A N

S

C

A P

IT

O L A

V E

F

IL

E N

U M

B E

R

B B S -9

.d g n

L P

E T

E R

S O

N

L P

E T

E R

S O

N

S P

A N

S T

H R

O U

G H

S P

A N

S T

H R

O U

G H

S-907

W

B O

E C

K

W

B O

E C

K

G

IR

D E

R D

E T

A

IL

S S

H E

E T

O M

A H

A D

IS

T R

IC

T

B

IG

B

E N

D D

A M S

O U

T H D

A K

O T

A

P O

W E

R H

O U

S E B

R

ID

G E B

E A

R

IN

G G

R O

U T R

E P

A

IR

S

A U

G U

S T

B B

D -1

-0

A U

G U

S T

B B

D -1

-0

C O

N C

R E

T E M

O R

T A

R P

A T

C H

E S

A N

D S

E A

L A

N T

C O

N C

R E

T E M

O R

T A

R P

A T

C H

E S

A N

D S

E A

L A

N T

W F -1

-Q

-0

W F -1

-Q

-0

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

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

FOR INFORMATION ONLY

THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS.

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

A H

A

N E

F

IL

E N

A M

E

A N

S I

D

C

A P

IT

O L A

V E

F

IL

E N

U M

B E

R

B B S -9

.d g n

L P

E T

E R

S O

N

L P

E T

E R

S O

N

S-908

W

B O

E C

K

W

B O

E C

K

S P

A N

S

S P

A N

S

R E

M O

V A

L O

F E

X

IS

T

IN

G C

O N

S T

R U

C T

IO

N B

R

ID

G E

F R

A M

IN

G A

N D R

A

IL

IN

G D

E T

A

IL

S F

R A

M

IN

G A

N D R

A

IL

IN

G D

E T

A

IL

S

A U

G U

S T

B B

D -1

-0

A U

G U

S T

B B

D -1

-0

O M

A H

A D

IS

T R

IC

T

B

IG

B

E N

D D

A M S

O U

T H D

A K

O T

A

P O

W E

R H

O U

S E B

R

ID

G E B

E A

R

IN

G G

R O

U T R

E P

A

IR

S

C O

N C

R E

T E M

O R

T A

R P

A T

C H

E S

A N

D S

E A

L A

N T

C O

N C

R E

T E M

O R

T A

R P

A T

C H

E S

A N

D S

E A

L A

N T

W F -1

-Q

-0

W F -1

-Q

-0

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

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

FOR INFORMATION ONLY

THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS.

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

A H

A

N E

F

IL

E N

A M

E

A N

S I

D

C

A P

IT

O L A

V E

F

IL

E N

U M

B E

R

B B S -9

.d g n

L P

E T

E R

S O

N

L P

E T

E R

S O

N

S-909

W

B O

E C

K

W

B O

E C

K

S P

A N

S

S P

A N

S

R E

M O

V A

L O

F E

X

IS

T

IN

G C

O N

S T

R U

C T

IO

N B

R

ID

G E

G

IR

D E

R D

E T

A

IL

S G

IR

D E

R D

E T

A

IL

S

A U

G U

S T

B B

D -1

-0

A U

G U

S T

B B

D -1

-0

O M

A H

A D

IS

T R

IC

T

B

IG

B

E N

D D

A M S

O U

T H D

A K

O T

A

P O

W E

R H

O U

S E B

R

ID

G E B

E A

R

IN

G G

R O

U T R

E P

A

IR

S

C O

N C

R E

T E M

O R

T A

R P

A T

C H

E S

A N

D S

E A

L A

N T

C O

N C

R E

T E M

O R

T A

R P

A T

C H

E S

A N

D S

E A

L A

N T

W F -1

-Q

-0

W F -1

-Q

-0

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

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

FOR INFORMATION ONLY

THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS.

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

A H

A

N E

F

IL

E N

A M

E

A N

S I

D

C

A P

IT

O L A

V E

F

IL

E N

U M

B E

R

B B S -9

.d g n

L P

E T

E R

S O

N

L P

E T

E R

S O

N

S-910

W

B O

E C

K

W

B O

E C

K

G E

N E

R A

T O

R B

A Y

S I

N T

A K

E D

E C

K

P O

W E

R H

O U

S E S

U B

S T

R U

C T

U R

E P

O W

E R

H O

U S

E S

U B

S T

R U

C T

U R

E

O M

A H

A D

IS

T R

IC

T

B

IG

B

E N

D D

A M S

O U

T H D

A K

O T

A

P O

W E

R H

O U

S E B

R

ID

G E B

E A

R

IN

G G

R O

U T R

E P

A

IR

S

A U

G U

S T

S H

E E

T

B B

D -1

-0

A U

G U

S T

S H

E E

T

B B

D -1

-0

C O

N C

R E

T E M

O R

T A

R P

A T

C H

E S

A N

D S

E A

L A

N T

C O

N C

R E

T E M

O R

T A

R P

A T

C H

E S

A N

D S

E A

L A

N T

W F -1

-Q

-0

W F -1

-Q

-0

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

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

FOR INFORMATION ONLY

THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS.

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

A H

A

N E

F

IL

E N

A M

E

A N

S I

D

C

A P

IT

O L A

V E

F

IL

E N

U M

B E

R

B B S -9

.d g n

L P

E T

E R

S O

N

L P

E T

E R

S O

N

S-911

W

B O

E C

K

W

B O

E C

K

G E

N E

R A

T O

R B

A Y

S I

N T

A K

E D

E C

K

P O

W E

R H

O U

S E S

U B

S T

R U

C T

U R

E P

O W

E R

H O

U S

E S

U B

S T

R U

C T

U R

E

O M

A H

A D

IS

T R

IC

T

B

IG

B

E N

D D

A M S

O U

T H D

A K

O T

A

P O

W E

R H

O U

S E B

R

ID

G E B

E A

R

IN

G G

R O

U T R

E P

A

IR

S

A U

G U

S T

S H

E E

T

B B

D -1

-0

A U

G U

S T

S H

E E

T

B B

D -1

-0

C O

N C

R E

T E M

O R

T A

R P

A T

C H

E S

A N

D S

E A

L A

N T

C O

N C

R E

T E M

O R

T A

R P

A T

C H

E S

A N

D S

E A

L A

N T

ADVERTISEMENTADVERTISEMENT

W F -1

-Q

-0

W F -1

-Q

-0

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

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

FOR INFORMATION ONLY

THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS.

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

A H

A

N E

F

IL

E N

A M

E

A N

S

C

A P

IT

O L A

V E

F

IL

E N

U M

B E

R

B B S -9

.d g n

L P

E T

E R

S O

N

L P

E T

E R

S O

N

S-912

W

B O

E C

K

W

B O

E C

K

P O

W E

R H

O U

S E S

U B

S T

R U

C T

U R

E P

O W

E R

H O

U S

E S

U B

S T

R U

C T

U R

E

L E

F T A

P P

R O

A C

H W

A L L

O M

A H

A D

IS

T R

IC

T

B

IG

B

E N

D D

A M S

O U

T H D

A K

O T

A A

U G

U S

T

B B

D -1

-0

A U

G U

S T

B B

D -1

-0

P O

W E

R H

O U

S E B

R

ID

G E B

E A

R

IN

G G

R O

U T R

E P

A

IR

S

C O

N C

R E

T E M

O R

T A

R P

A T

C H

E S

A N

D S

E A

L A

N T

C O

N C

R E

T E M

O R

T A

R P

A T

C H

E S

A N

D S

E A

L A

N T

ADVERTISEMENTADVERTISEMENT

W F -1

-Q

-0

W F -1

-Q

-0