GR00114 - STEP ONE Part1.pdf

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SPILLWAY BRIDGE CONCRETE REPAIRS

GARRISON DAM, NORTH DAKOTA

W9128F240013

07/08/2024

OMAHA DISTRICT

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®of Engineers

US Army Corps

U .S

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E of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

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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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SPECIFICATION SECTION 03 01 00 CONCRETE REHABILITATION FOR REQUIREMENTS.

FOR REPAIR 2, 4, AND 5, THE REPAIR MATERIAL SHALL BE A BAGGED CONCRETE MIX THAT MEETS THE REQUIREMENTS IN C.4.

REHABILITATION FOR ADDITIONAL REQUIREMENTS.

SPECIFICATION SECTION 802 FOR CONCRETE CLASS AAE. SEE SPECIFICATION SECTION 03 01 00 CONCRETE

FOR REPAIRS 1 AND 3, THE CONCRETE REPAIR MATERIAL SHALL BE CONCRETE THAT MEETS THE NDDOT STANDARD C.3.

REINFORCEMENT BAR IN BOTH COMPRESSION AND TENSION.

MECHANICAL SPLICE CONNECTORS SHALL TRANSFER 125 PERCENT OF THE MINIMUM YIELD STRENGTH OF THE C.2.

CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH ASTM A615, GR. 60 KSI.C.1.

C. REPAIR MATERIALS:

WITH BRACKET TO MATCH AS-BUILT CONDITIONS (SEE "BRIDGE RAILING" DETAIL ON S-911).

REPAIR 8: REPLACE MISSING RAILING SUPPORT ON DOWNSTREAM PARAPET IN SPAN 15. SEE PHOTO 27 ON S-203. REPLACE A.8.

NORTH NEAR MONOLITH 26. SEE PHOTOS 25 AND 26 ON S-203.

REPAIR 7: REPAIR DISCONNECTED METAL RAILING IN SPAN 7 PLAN SOUTH PARAPET NEAR MONOLITH 8 AND SPAN 25 PLAN A.7

REPAIR 5.

SEALANT. SEE PHOTO 24 ON S-203. THERE ARE 120 TOTAL LOCATIONS INCLUDING THE LOCATIONS WITH SPALL REPAIRS IN

REPAIR 6: REMOVE LEAD CAULK AT ALL METAL RAILING INTERFACES WITH CONCRETE PARAPET AND REPLACE WITH JOINT A.6.

MONOLITHS 16 (PLAN SOUTH) AND 21 (PLAN SOUTH). SEE E3/S-500 AND PHOTOS 22 ON S-202 AND 23 ON S-203.

RUST AND COAT END OF METAL RAILING NEAR CONCRETE INTERFACE. SPALLS ARE LOCATED AT EXPANSION JOINTS OVER

REPAIR 5: REPAIR SPALLS AT METAL RAILING INTERFACE WITH CONCRETE PARAPET. REPLACE PIPE SLEEVE AND REMOVE A.5.

(e). SPAN 27 IN PLAN NORTH SIDEWALK NEAR MONOLITH 28 - PHOTO 21 ON S-202

(d). SPAN 25 IN PLAN NORTH SIDEWALK NEAR MONOLITH 26 - PHOTO 20 ON S-202

(c). SPAN 20 IN PLAN NORTH SIDEWALK NEAR MONOLITH 21 - PHOTO 19 ON S-202

(b). MONOLITH 9 IN PLAN NORTH PARAPET AT TOP OF PIER - PHOTO 18 ON S-202

(a). WEST ABUTMENT PLAN SOUTH SIDEWALK - PHOTO 17 ON S-202

REPAIR 4: REPAIR SPALLS AT THE LOCATIONS LISTED BELOW. SEE A15/S-500 FOR TYPICAL SPALL REPAIR.A.4.

S-202.

REPAIR 3: REPAIR DETERIORATED PLAN NORTH SIDEWALK IN SPAN 21 NEAR MONOLITH 21. SEE J3/S-500 AND PHOTO 16 ON A.3.

(g). MONOLITH 29 - FIRST GROUT POCKET FROM PLAN SOUTH AT WEST END OF SPAN 29 - PHOTO 15

(f). MONOLITH 22 - SECOND GROUT POCKET FROM PLAN SOUTH AT WEST END OF SPAN 22 - PHOTO 14

PHOTOS 11, 12, AND 13

(e). MONOLITH 20 - FIRST, SECOND, AND FOURTH GROUT POCKET FROM PLAN SOUTH AT WEST END OF SPAN 20 -

PHOTOS 8, 9, AND 10

(d). MONOLITH 18 - SECOND, FOURTH, AND FIFTH GROUT POCKET FROM PLAN SOUTH AT WEST END OF SPAN 18 -

PHOTOS 5, 6, AND 7

(c). MONOLITH 17 - FIRST, SECOND, AND FIFTH GROUT POCKET FROM PLAN SOUTH AT WEST END OF SPAN 17 -

(b). MONOLITH 16 - FIRST GROUT POCKET FROM PLAN SOUTH AT WEST END OF SPAN 16 - PHOTO 4

(a). MONOLITH 6 - FIRST GROUT POCKET FROM PLAN SOUTH AT WEST END OF SPAN 6 - PHOTO 3

PHOTO 15 ON S-202.

AT THE LOCATIONS LISTED BELOW. SEE G9/S-500 AND PHOTOS 3 THRU 6 ON S-200, PHOTOS 7 THRU 14 ON S-201, AND

REPAIR 2: REPAIR SPALLS BENEATH BRIDGE DECK AT POST-TENSIONING GROUT POCKETS IN THE DECK STIFFENER BEAMS A.2.

200.

REPAIR 1: REPAIR PLAN NORTH CONCRETE PARAPET AND SIDEWALK IN SPAN 31. SEE G15/S-500 AND PHOTOS 1 AND 2 ON S-A.1.

A. SUMMARY OF STRUCTURAL WORK:

PROJECT LOCATION MAP

PROJECT AREA MAP

LAKE SAKAKAWEA

HWY 200

H W

Y 200

AREASTA

G

SP

ILL

W

AY

ACCES

S

ROAD

CONCRETE JERSEY BARRIERS TO PROTECT VEHICLES DURING CONCRETE PARAPET REPAIRS.

COMMENCING. THE TRAFFIC CONTROL PLAN SHALL BE IN ACCORDANCE WITH NDDOT STANDARD SPECIFICATIONS. PROVIDE

WORK. SUBMIT A TRAFFIC CONTROL PLAN TO THE GOVERNMENT AND NDDOT A MINIMUM OF 40 DAYS PRIOR TO WORK

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL FOR THE DURATION OF B.4.

SHALL BE PROVIDED TO ACCOMMODATE AGRICULTURAL EQUIPMENT.

FOR THE DURATION OF THE WORK. DURING THE MONTHS OF APRIL THROUGH NOVEMBER, A MINIMUM LANE WIDTH OF 16 FT

BRIDGE WORK SHALL BE DONE IN ORDER SUCH THAT THE BRIDGE WILL HAVE ONE LANE OPEN (MINIMUM OF 12 FT WIDE) B.3.

PROJECT.

OF ANY DIMENSIONS AND DETAILS THAT AFFECT THE SATISFACTORY COMPLETION OF THE WORK REQUIRED FOR THIS

CONSTRUCTION PLANS. IT IS THE CONTRACTOR’S RESPONSIBILITY TO INSPECT AND VERIFY THE ACTUAL FIELD CONDITIONS ALL DETAILS AND DIMENSIONS OF THE EXISTING STRUCTURE CONTAINED IN THESE PLANS, ARE BASED ON THE ORIGINAL B.2.

SEE S-900 SERIES SHEETS FOR SPILLWAY BRIDGE RECORD DRAWINGS AND PLANS.B.1.

B. GENERAL NOTES:

SPILLWAY BRIDGE MONOLITH, SPAN, AND GATE NUMBERING (SEE ALSO S-901)

PHOTO OF SPILLWAY BRIDGE

11 12 13 14 15 16 17 18 19 20 21

10 11

12 13 14 15 16 17 18 19 20 21 22

G1

G2

G3 G4

G5 G6

G7 G8

G9 G10 G11 G12 G13 G14 G15 G16 G17 G18 G19

G20 G21

G22 G23

G24 G25

G26 G27

G28

SPILLWAY SLAB BELOW.

DRAINS AND FROM FALLING OFF THE BRIDGE WHETHER THAT BE INTO THE LAKE, ON TO THE CATWALK, OR ON TO THE

D.10. PREVENT CONSTRUCTION MATERIALS AND DEBRIS FROM CONSTRUCTION OPERATIONS FROM ENTERING STORM WATER

MEASUREMENT TO THE GOVERNMENT.

CORRODED REINFORCEMENT THICKNESS MEASUREMENTS AND A PLAN INDICATING THE LOCATION OF THE THICKNESS MEASURABLE SECTION LOSS DUE TO CORROSION. TAKE MEASUREMENTS AFTER REMOVAL OF THE CORROSION. SUBMIT THICKNESS MEASUREMENTS OF THE CONCRETE REINFORCEMENT SHALL BE TAKEN WHERE THERE ARE AREAS OF D.9.

COMPLETE, APPLY A CURING COMPOUND IN CONFORMANCE TO ASTM C309, TYPE 2.

CONCRETE SHALL BE WET CURED FOR 7 DAYS AFTER CONCRETE PLACEMENT. IMMEDIATELY AFTER WET CURING IS D.8.

THE PLANS. MATCH THE EXISTING CHAMFER IF CHAMFER DIFFERS.

ALL EXPOSED REPAIR MATERIAL CORNERS AND EDGES WILL BE CHAMFERED 3/4-INCH UNLESS NOTED OTHERWISE IN D.7.

PRIOR TO AND DURING REPAIR MATERIAL PLACEMENT.

ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED, ACCURATELY POSITIONED AND MAINTAINED SECURELY IN PLACE D.6.

APPROVED ALL EMBEDDED WORK, INCLUDE REINFORCEMENT.

NO REPAIR MATERIALS SHALL BE PLACED UNTIL THE CONTRACTING OFFICER'S REPRESENTATIVE HAS INSPECTED AND D.5.

EMBEDMENTS ARE PERMITTED.

NO CALCIUM CHLORIDE OR OTHER DELETERIOUS SALTS ARE PERMITTED IN REPAIR MATERIALS. NO ALUMINUM D.4.

A MINIMUM OF TWO BAR DIAMETERS SHALL BE PLACED BETWEEN PARALLEL REINFORCEMENT STEEL BARS.D.3.

USE 2-INCH CLEAR COVER ON ALL REINFORCING STEEL EXCEPT AS SHOWN OTHERWISE.D.2.

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

STANDARDS. REINFORCEMENT BARS SHALL HAVE FABRICATION TOLERANCES IN ACCORDANCE WITH ACI 315. SHOP ALL CONCRETE OPERATIONS AND REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE LATEST ACI AND CRSI D.1.

D. CONSTRUCTION NOTES:

STRUCTURAL WORK "A" NOTES ON THIS SHEET.

- REFERS TO REPAIR # IN SUMMARY OF