A22 - Plans.pdf
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- Attached to
- Red Rock Tainter and Sluice Gate Rehab
- Solicitation number
- W912EK22R0026
About this file
This file provides details on a federal contract opportunity for the Red Rock Tainter and Sluice Gate Rehabilitation project. The solicitation number is W912EK22R0026 and is being offered by the Department of the Army Corps of Engineers Engineering District Rock Island. The opportunity type is a solicitation to rehabilitate Tainter and sluice gates at Red Rock. The estimated value is between $10-25 million and the completion period is 480 days. It is set aside for small businesses using the lowest price technically acceptable evaluation method. The NAICS code is 237990 and small businesses must meet the $39.5 million size standard to qualify.
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APPROVAL RECOMMENDED BY:
DATE
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GEOTECHNICAL BRANCHCHIEF,
DESIGN BRANCHCHIEF,
TECHNICAL SERVICES BRANCHCHIEF,
ENGINEERING & CONSTRUCTION DIVISIONCHIEF,
HYDROLOGY & HYDRAULICS BRANCHCHIEF, OF ALL DRAWINGS IN THIS SET.
SIGNATURES INDICATE OFFICIAL RECOMMENDATION
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
DOCUMENTS WITHIN THE SCOPE OF THEIR
INDIVIDUALS APPEAR ON THESE PROJECT
SIGNATURES AND REGISTRATION DESIGNATIONS OF
DISTRICT CORPS OF ENGINEERS. THE INITIALS OR
THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND
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ISSUE DATE:
CONTRACT/TASK ORDER NO:
SOLICITATION/MATOC/SATOC NO:
TAINTER GATE AND SLUICE GATE REHABILITATION
MARION COUNTY, IA
RED ROCK DAM
DES MOINES RIVER BASIN
ROCK ISLAND DISTRICT
W
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W912EK22R0026
of Engineers
US Army Corps
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LOCATION
PROJECT
LOCATION
PROJECT
REPLACING THE ROADWAY HATCH COVER IS OPTION J.12.
SHOWN FOR SLUICE GATE 7.
THROUGH I. WORK ASSOCIATED WITH THESE OPTIONS IS IDENTICAL TO WORK
REHABILITATION OF SLUICE GATES 1 THROUGH 6 ARE CONTRACT OPTIONS D
SLUICE GATE REHABILITATION WORK SHOWN IS FOR SLUICE GATE 7. 11.
REPLACING TAINTER GATE MACHINERY IS CONTRACT OPTION C.
PLATFORMS, CATWALKS, FURNISHING A SPARE RIGHT-ANGLE DRIVE, AND
BLASTING AND PAINTING THE TAINTER GATE MACHINERY, MACHINERY 10.
OPTIONS A AND B.
SEAL ASSEMBLY REPLACEMENT, AND WIRE ROPE REPLACEMENT ARE CONTRACT
TAINTER GATE REHABILITATION WORK FOR GATES 1 AND 2, INCLUDING PAINTING, 9.
SITE RESTORATION.
LADDERS TO PIERS 1 AND 5, REPLACING SLUICE GATE HYDRAULIC PIPING, AND
ENCLOSURES, INSTALLING PIER ACCESS LADDER TIE-OFFS, INSTALLING
PILLOW BLOCK HOUSEING, REPLACING TAINTER GATE LIMIT SWITCHES AND
RETROFITTING CATWALK SUPPORT CONNECTIONS, FURNISHING AND REPLACING
BASE BID WORK INCLUDES TAINTER GATE 3 THRU 5, SLUICE GATE 7, 8.
ONLY.
STRUCTURAL SUPPORT. CATWALKS ARE DESIGNED FOR PEDESTRIAN LOADS
ARE NOT TO CONNECT TO OR USE CATWALK OR MACHINERY PLATFORMS FOR
WORK PLATFORMS AND CONTAINMENT STRUCTURES FOR TAINTER GATE WORK 7.
GREATEST EXTENT POSSIBLE.
REPAIR WORK SHALL NOT INTERFERE WITH OPERATION OF THE DAM TO THE 6.
REQUIREMENTS MANUAL.
EM 385-1-1, US ARMY CORPS OF ENGINEERS SAFETY AND HEALTH
ALL PROJECT WORK TO COMPLY WITH THE MOST CURRENT VERSIONS OF USACE 5.
INTERRUPT GATE OPERABILITY ONLY AS APPROVED BY THE COR.
COORDINATION TO BE PERFORMED BY THE CONTRACTOR WITH THE COR.
OPERATIONAL REQUIREMENTS AND FLOW CONTROL ARE MAINTAINED.
REPRESENTATIVE (COR) TO ENSURE THAT REQUIRED DAM GATE MOVEMENT
OPERATION OF A DAM GATE WITH THE CONTRACTING OFFICER'S
COORDINATE ON ANY ON-SITE WORK ACTIVITIES WHICH MAY INTERRUPT THE 4.
AND APPROVED BY THE GOVERNMENT PRIOR TO OPERATION.
ONLY ONE GATE TO BE TESTED AT ANY ONE TIME. TESTING TO BE COORDINATED 3.
TIME.
ONLY ONE TAINTER GATE AND ONE SLUICE GATE MAY BE OUT OF SERVICE AT A 2.
OUT OF SERVICE.
TROLLEY WORK IS TO BE COMPLETED BEFORE ANY SLUICE GATES ARE TAKEN
ANY TAINTER GATES ARE TAKEN OUT OF SERVICE. SLUICE GATE BULKHEAD
TAINTER GATE BULKHEAD TROLLEY STAND WORK IS TO BE COMPLETED BEFORE 1.
GENERAL NOTES
SCHEMATIC - HYDRAULIC SYSTEMM-601
DETAILS - O-RINGM-508
DETAILS - PACKING, SCREWS, AND STUDSM-507
DETAILS - UPPER AND LOWER EXTERNAL PACKING GLANDSM-506
DETAILS - UPPER AND LOWER INTERNAL PACKING GLANDSM-505
DETAILS - HYDRAULIC POWER PACKM-504
DETAILS - INDICATOR RODM-503
DETAILS - PISTON ROD GATE ASSEMBLYM-502
DETAILS - PISTON ROD AND PISTONM-501
SECTION - BONNET COVERM-302
SECTION - HYDRAULIC CYLINDER AND SLUICE GATE ASSEMBLYM-301
ELEVATION - SLUICE GATE AND GALLERY WALKWAY HYDRAULIC PIPINGM-204
ELEVATION - SLUICE GATE 4 HYDRAULIC PIPINGM-203
ELEVATION - SLUICE GATES 5 THRU 8 HYDRAULIC PIPINGM-202
ELEVATION - OPERATING GALLERYM-201
PLAN - HYDRAULIC PIPINGM-102
PLAN - OPERATING GALLERYM-101
ELEVATION - OPERATING GALLERY GATES 8 TO 14 DEMOLITIONMD202
ELEVATION - OPERATING GALLERY GATES 1 TO 7 DEMOLITIONMD201
SEQUENCE OF WORK AND GENERAL NOTESM-001
MECHANICAL
DETAILS - GATE FRAME BOTTOM SEAL S-502
DETAILS - SEAL BARS AND CHATTER STRIPSS-501
SECTION - GATE FRAMES-302
SECTION - SLUICE GATE LEAFS-301
ELEVATION - SLUICE GATE LEAFS-203
ELEVATION - UPSTREAM AND DOWNSTREAM SLUICE GATE LEAFS-202
ELEVATION - SLUICE GATE 7 ASSEMBLYS-201
STRUCTURAL
COVER SHEETG-001
GENERAL
SLUICE GATE REHABILITATION
TAINTER GATE BULKHEAD LIFTER ONE-LINE DIAGRAMDETAILS - E-605
TAINTER GATE BULKHEAD LIFTER ELEMENTARY DIAGRAMDETAILS - E-604
SLUICE GATE BULKHEAD LIFTER ONE-LINE DIAGRAMDETAILS - E-603
SLUICE GATE BULKHEAD LIFTER ELEMENTARY DIAGRAMDETAILS - E-602
DETAILS - TAINTER GATE CONTROL ELEMENTARY DIAGRAME-601
DETAILS - ELECTRICAL BACKBOARD LAYOUTSE-506
DETAILS - TAINTER GATE BULKHEAD LIFTER E-505
DETAILS - SLUICE GATE BULKHEAD LIFTER E-504
ROTATING CAM LIMIT SWITCH DETAILS - E-503
TAINTER GATE CONTROL DETAILS - E-502
TAINTER GATE CONTROL PLANDETAILS - E-501
SITE PLANE-101
GENERAL ELECTRICAL NOTESE-001
ELECTRICAL
DETAILS - TAINTER GATE GREASE INSERTS AND EXTENSION SUPPORTSM-502
DETAILS - TAINTER GATE WIRE ROPE ATTACHMENTM-501
SECTION - TAINTER GATE AND BULKHEADM-301
ELEVATION - MONOLITHS 4 AND 9M-203
ELEVATION - MONOLITHS 5 TO 8M-202
ELEVATION - TAINTER GATE AND MACHINERY PLATFORMM-201
PLAN - MONOLITHS 4 AND 9M-103
PLAN - MONOLITHS 5 TO 8M-102
PLAN - MACHINERY PLATFORMM-101
MECHANICAL
DETAILS - HANDRAILING S-550
BACKBOARDSTAINTER GATE AND SLUICE GATE BULKHEAD TROLLIES DETAILS -S-522
DETAILS - TAINTER GATE BULKHEAD TROLLEY SUPPORT STANDS-521
DETAILS - SLUICE GATE BULKHEAD TROLLEY SUPPORT STANDS-520
DETAILS - TAINTER GATE WELD INSPECTIONS-515
DETAILS - TAINTER GATE SEAL ASSEMBLY 2 OF 2S-511
DETAILS - TAINTER GATE SEAL ASSEMBLY 1 OF 2S-510
DETAILS - PIER ACCESS LADDER TIE-OFFS-505
SECTION - TAINTER GATE AND SLUICE GATE BULKHEAD TROLLIES SUPPORT STAND CONNECTIONSS-321
SECTION - TAINTER GATE AND SLUICE GATE BULKHEAD TROLLIESS-320
SECTION - TAINTER GATE WELD INSPECTIONS-315
SECTION - TAINTER GATES-310
SECTION - CATWALK SUPPORT CONNECTIONS-301
ELEVATION - HANDRAIL MONOLITHS 4 AND 9S-251
ELEVATION - HANDRAIL MONOLITHS 5 TO 8S-250
ELEVATION - TAINTER GATE AND SLUICE GATE BULKHEAD TROLLIESS-220
ELEVATION - TAINTER GATES-210
PLAN - HANDRAIL AND LADDER MONOLITHS 4 AND 9S-151
PLAN - HANDRAIL AND ANCHOR POINT MONOLITHS 5 TO 8S-150
PLAN - BULKHEAD ROOFS-120
PLAN - TYPICAL CATWALK SPANS-101
BULKHEAD ROOF DEMOLITIONSD101
STRUCTURAL
COVER SHEETG-001
GENERAL
TAINTER GATE REHABILITATION
SITE PLAN - SPILLWAYG-101
STAGINGG-004
ABBREVIATIONSG-003
INDEX, GENERAL NOTES AND VICINITY MAPSG-002
COVER SHEETG-001
GENERAL
SHEET TITLESHEET ID
INDEX
C8
SCALE: N.T.S
VICINITY MAP
H8
SCALE: N.T.S
LOCATION MAP
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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
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
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
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
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
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US Army Corps
U .S
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SCALE: N.T.S
SITE PLAN AND STAGING
LAKE RED ROCK
UPSTREAM
DOWNSTREAM
DES MOINES RIVER
C o H w y T
CONTRACTOR STAGING AREA
CONTRACTOR'S OFFICE TRAILERS
ENGINEERS PROJECT OFFICE
EXISTING U.S. ARMY CORPS OF
EXISTING SOUTH OVERLOOK
BOAT LAUNCH
EXISTING UPSTREAM
F
LO
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REPLACE HATCH UNDER OPTION J
MACHINERY SHAFT ACCESS HATCH ON HIGHWAY
LOCATION OF WORK
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US Army Corps
U .S
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SCALE: 1"=15'
SITE PLAN - SPILLWAY
GENERAL SHEET NOTES
15' 30'0
CLTRUNNION
F L
O W
MONOLITH 4MONOLITH 5MONOLITH 6MONOLITH 7MONOLITH 8MONOLITH 9
SHEET KEYNOTES
321 321 321 321
HIGHWAY BRIDGE NOT SHOWN FOR CLARITY.1.
EXTEND TAINTER GATE TRUNNION GREASE LINES TO TOP OF PIER.12.
ADD TIE-OFF POINTS FOR PIER ACCESS LADDERS.11.
REPLACE ALL PIER HANDRAILING.10.
ADD LADDERS FOR PIER ACCESS.9.
REPLACE GATE CONTROL LIMIT SWITCH ELECTRICAL BOXES.8.
INSTALLED AND TESTED.
NEW OIL AND REPLACE BREATHERS AFTER NEW WIRE ROPE HAS BEEN
REDUCERS AND HELICAL GEAR REDUCERS. CLEAN, FLUSH, AND REFILL WITH
DRAIN AND REMOVE OIL AND SLUDGE BUILD-UP FROM ALL WORM GEAR 7.
REPLACE ONE PILLOW BLOCK HOUSING AND BEARING IN-KIND.6.
RETROFIT CATWALK SUPPORT CONNECTION.5.
CATWALKS.
BLAST AND REPAINT MECHANICAL EQUIPMENT, MACHINERY PLATFORMS, AND 4.
REPLACE TAINTER GATE SEALS, ANGLES, AND WIRE ROPES.3.
BLAST AND REPAINT ALL FERROUS SURFACES ON TAINTER GATES.2.
IN THE PLANS AND SPECIFICATIONS.
BLAST CLEAN AND INSPECT SPECIFIED WELDS. REPAIR WELDS AS SPECIFIED 1.
GATE 1
TAINTER
GATE 2
TAINTER
GATE 3
TAINTER
GATE 4
TAINTER
GATE 5
TAINTER
B
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US Army Corps
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TAINTER
TAINTER GATE AND SLUICE GATE REHABILITATION
MARION COUNTY, IA
RED ROCK DAM
DES MOINES RIVER BASIN
ROCK ISLAND DISTRICT
W
E K
R of Engineers
US Army Corps
PLAN SET: TAINTER GATE REHABILITATION
TAINTER GATE BULKHEAD LIFTER ONE-LINE DIAGRAMDETAILS - E-605
TAINTER GATE BULKHEAD LIFTER ELEMENTARY DIAGRAMDETAILS - E-604
SLUICE GATE BULKHEAD LIFTER ONE-LINE DIAGRAMDETAILS - E-603
SLUICE GATE BULKHEAD LIFTER ELEMENTARY DIAGRAMDETAILS - E-602
DETAILS - TAINTER GATE CONTROL ELEMENTARY DIAGRAME-601
DETAILS - ELECTRICAL BACKBOARD LAYOUTSE-506
DETAILS - TAINTER GATE BULKHEAD LIFTER E-505
DETAILS - SLUICE GATE BULKHEAD LIFTER E-504
ROTATING CAM LIMIT SWITCH DETAILS - E-503
TAINTER GATE CONTROL DETAILS - E-502
TAINTER GATE CONTROL PLANDETAILS - E-501
SITE PLANE-101
GENERAL ELECTRICAL NOTESE-001
ELECTRICAL
DETAILS - TAINTER GATE GREASE INSERTS AND EXTENSION SUPPORTSM-502
DETAILS - TAINTER GATE WIRE ROPE ATTACHMENTM-501
SECTION - TAINTER GATE AND BULKHEADM-301
ELEVATION - MONOLITHS 4 AND 9M-203
ELEVATION - MONOLITHS 5 TO 8M-202
ELEVATION - TAINTER GATE AND MACHINERY PLATFORMM-201
PLAN - MONOLITHS 4 AND 9M-103
PLAN - MONOLITHS 5 TO 8M-102
PLAN - MACHINERY PLATFORMM-101
MECHANICAL
DETAILS - HANDRAILING S-550
BACKBOARDSTAINTER GATE AND SLUICE GATE BULKHEAD TROLLIES DETAILS -S-522
DETAILS - TAINTER GATE BULKHEAD TROLLEY SUPPORT STANDS-521
DETAILS - SLUICE GATE BULKHEAD TROLLEY SUPPORT STANDS-520
DETAILS - TAINTER GATE WELD INSPECTIONS-515
DETAILS - TAINTER GATE SEAL ASSEMBLY 2 OF 2S-511
DETAILS - TAINTER GATE SEAL ASSEMBLY 1 OF 2S-510
DETAILS - PIER ACCESS LADDER TIE-OFFS-505
SECTION - TAINTER GATE AND SLUICE GATE BULKHEAD TROLLIES SUPPORT STAND CONNECTIONSS-321
SECTION - TAINTER GATE AND SLUICE GATE BULKHEAD TROLLIESS-320
SECTION - TAINTER GATE WELD INSPECTIONS-315
SECTION - TAINTER GATES-310
SECTION - CATWALK SUPPORT CONNECTIONS-301
ELEVATION - HANDRAIL MONOLITHS 4 AND 9S-251
ELEVATION - HANDRAIL MONOLITHS 5 TO 8S-250
ELEVATION - TAINTER GATE AND SLUICE GATE BULKHEAD TROLLIESS-220
ELEVATION - TAINTER GATES-210
PLAN - HANDRAIL AND LADDER MONOLITHS 4 AND 9S-151
PLAN - HANDRAIL AND ANCHOR POINT MONOLITHS 5 TO 8S-150
PLAN - BULKHEAD ROOFS-120
PLAN - TYPICAL CATWALK SPANS-101
BULKHEAD ROOF DEMOLITIONSD101
STRUCTURAL
COVER SHEETG-001
GENERAL
TAINTER GATE REHABILITATION
SHEET TITLESHEET ID
INDEX
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TAINTER
W
E K
R
G1
SCALE: 1/16" = 1'-0"
PLAN - BULKHEAD ROOF DEMOLITION
D E
M O
L
IT
IO
SCALE: 1/4" = 1' - 0"
TAINTER GATE BULKHEAD ROOF DEMOLITION SLUICE GATE BULKHEAD ROOF DEMOLITION
SCALE: 1/4" = 1' - 0"
A15
SD101
SD101
A15
D O
D O
D O
D O
D O
D O
D O
D O
EXISTING C8 x 11.5 AND L2 x 2 x 1/4 CONTINUOUS
EXISTING C8 x 11.5 AND L2 x 2 x 1/4 CONTINUOUS
E X
IS
T
IN
G
W C
A N
T
IL
E V
E R
1'-0"1'-0"
D O
D O
D O
4'-9" 5'-6" 5'-6"
1'-6"
METAL DECK (G90)
EXISTING 1 1/2" 16GA. GALVANIZED
E X
IS
T
IN
G
W C
A N
T
IL
E V
E R
E X
IS
T
IN
G
W C
A N
T
IL
E V
E R
E X
IS
T
IN
G
W C
A N
T
IL
E V
E R
E X
IS
T
IN
G
W C
A N
T
IL
E V
E R
METAL DECK (G90)
EXISTING 1 1/2" 16GA. GALVANIZED
EXISTING C8 x 11.5 AND L2 x 2 x 1/4 CONTINUOUS
EXISTING CONCRETE ABUTMENT
EXISTING CONCRETE ABUTMENT
RUNWAY BEAMS
EXISTING W40 CRANE
0 4' 8'2' 0 4' 8'2'
0 8' 32'16'
GENERAL SHEET NOTES
PLATFORM" S-307, S-310, AND S-505 FOR EXISTING TROLLEY ROOF DETAILS
SEE REFERENCE DRAWINGS FOR "TAINTER GATE BULKHEAD AND STORAGE 2.
1. BULKHEAD TROLLIES AND SUPPORT STAND NOT SHOWN FOR CLARITY.
/4
3 3
17'-0"
MONOLITH 9
MONOLITH 4
SHEET KEYNOTES
WITH CUT BACK ROOF.
SALVAGE EXISTING C8X11 1/2 AND L2X2X1/4 END BEAMS FOR REINSTALLATION 3.
CUT AND REMOVE PORTION OF BEAM WITHIN DECK REMOVAL. 2.
1. DEMOLISH PORTION OF METAL DECK.
8 EQUAL SPACES @ 8'-6" = 68'-0"
SLOPED
EXISTING C8 x11.5
SLOPED
EXISTING C8 x 11.5
F L
O W
RUNWAY BEAMS
EXISTING W40 CRANE
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
R O
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
A N
S I
D
S O
L
IC
IT
A
T
IO
N
T A
IN
T
E R
G A
T E
A N
D S
L U
IC
E
G A
T E
R E
H A
B
IL
IT
A
T
IO
N
M A
R
IO
N C
O U
N T
Y
IA
R E
D R
O C
K D
A M
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
/0
M A
Y
P
IC
A L
C A
T W
A L
K S
P A
N
P L
A N
S-101
J
A R
IA
S
K A
T W
A T
R
E D
R C
K
A M
C K
E L
V E
Y
TAINTER
W
E K
R
SCALE: 3/8"=1'-0"
PLAN - TYPICAL CATWALK SPAN
GENERAL SHEET NOTES
F L
O W
S-101-J1 IS TYPICAL DETAIL FOR NORTH END OF ALL CATWALK SPANS.3.
GRATING AND HANDRAIL NOT SHOWN FOR CLARITY.2.
HIGHWAY BRIDGE NOT SHOWN FOR CLARITY.1.
N
J1
SCALE: 1"=1'-0" 2'1'0
S-301
A9
ENLARGED PLAN - CATWALK SUPPORT CONNECTION
S-301
A1
24WF84
12WF27
14WF30
24WF84
S-101
J1
4'0 2' 8'
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
R O
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
A N
S I
D
S O
L
IC
IT
A
T
IO
N
T A
IN
T
E R
G A
T E
A N
D S
L U
IC
E
G A
T E
R E
H A
B
IL
IT
A
T
IO
N
M A
R
IO
N C
O U
N T
Y
IA
R E
D R
O C
K D
A M
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
/0
M A
C K
P L
A N
S-120
J
A R
IA
S
K A
T W
A T
R
E D
R C
K
C C
L E
M E
N T
S
TAINTER
W
E K
R
G1
SCALE: 1/16" = 1'-0"
PLAN - BULKHEAD ROOF
B U
L K
H E
A D
R O
F
SCALE: 1/4" = 1' - 0"
TAINTER GATE BULKHEAD ROOF SLUICE GATE BULKHEAD ROOF
SCALE: 1/4" = 1' - 0"
A15
S-120
S-120
A15
E X
IS
T
IN
G
W C
A N
T
IL
E V
E R
E X
IS
T
IN
G
W C
A N
T
IL
E V
E R
E X
IS
T
IN
G
W C
A N
T
IL
E V
E R
EXISTING CONCRETE ABUTMENT
EXISTING C8 x 11.5 SLOPED
EXISTING C8 x 11.5 AND L2 x 2 x 1/4 CONTINUOUS
EXISTING C8 x 11.5 AND L2 x 2 x 1/4 CONTINUOUS
RUNWAY BEAMS
EXISTING W40 CRANE
E X
IS
T
IN
G
W C
A N
T
IL
E V
E R
E X
IS
T
IN
G
W C
A N
T
IL
E V
E R
EXISTING CONCRETE ABUTMENT
EXISTING C8 x 11.5 AND L2 x 2 x 1/4 CONTINUOUS
SLOPED
EXISTING C8 x 11.5
/2
0 8' 32'16'
0 4' 8'2' 0 4' 8'2'
EXISTING C8 x 11.5 AND L2 x 2 x 1/4 CONTINUOUS C8 x 11.5 AND L2 x 2 x 1/4 CONTINUOUS
METAL DECK (G90)
EXISTING 1 1/2" 16GA. GALVANIZED
METAL DECK (G90)
EXISTING 1 1/2" 16GA. GALVANIZED
F L
O W
S-320
A1
S-220
A1
S-320
A10 S-220
A12
RUNWAY BEAMS
EXISTING W40 CRANE
S-520-A1
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
R O
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
A N
S I
D
S O
L
IC
IT
A
T
IO
N
T A
IN
T
E R
G A
T E
A N
D S
L U
IC
E
G A
T E
R E
H A
B
IL
IT
A
T
IO
N
M A
R
IO
N C
O U
N T
Y
IA
R E
D R
O C
K D
A M
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
/0
M A
C K
P L
A N
S-150
J
A R
IA
S
K A
T W
A T
R
E D
R C
K
A M
C K
E L
V E
Y
TAINTER
W
E K
R
PLAN - MONOLITHS 5 TO 8
S-250
A1
FLOW
4'0 2' 8'
2 SPACES @ 6'-0" = 12'-0"
6"
GENERAL SHEET NOTES
/2
ANCHOR LOCATIONS ACCORDINGLY TO AVOID REINFORCEMENT.
REINFORCEMENT. IF INTERFERENCE IS ANTICIPATED AFTER LOCATING SHIFT
AND ANCHOR BOLTS DO NOT HIT PIER AND/OR TRUNNION ANCHORAGE
COMPLETE NDT REINFORCEMENT LOCATING TO ENSURE DRILLED HOLES 4.
THROUGH 8.
POINT DOES NOT INTERFERE WITH HATCH, APPLIES TO MONOLITHS 5
WITH SPECIFICATIONS SECTION 05 5015. LOCATE SUCH THAT ANCHOR
3. INSTALL FALL PROTECTION ANCHOR POINT ABOVE LADDER IN ACCORDANCE
2. REPLACE ALL HANDRAIL AS SHOWN.
1. MACHINERY PLATFORMS AND TAINTER GATES NOT SHOWN FOR CLARITY.
H A
N D
R A
IL
A
N D
A N
C H
O R
P O
IN
T
M O
N O
L
IT
H S
T
O
N
ANCHOR POINT. SEE NOTE 3.
INSTALL FALL PROTECTION
7 9/16 "
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
R O
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
A N
S I
D
S O
L
IC
IT
A
T
IO
N
T A
IN
T
E R
G A
T E
A N
D S
L U
IC
E
G A
T E
R E
H A
B
IL
IT
A
T
IO
N
M A
R
IO
N C
O U
N T
Y
IA
R E
D R
O C
K D
A M
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
/0
M A
C K
H A
N D
R A
IL
A
N D
L A
D D
E R
P L
A N
S-151
J
A R
IA
S
K A
T W
A T
R
E D
R C
K
A M
C K
E L
V E
Y
TAINTER
W
E K
R
PLAN - MONOLITHS 4 AND 9
S-251
A13
FLOW
4'0 2' 8'
3'-6"
6"
GENERAL SHEET NOTES
4'-1 7/16 "
6"
4'-0"
1'-2 9/16 "
S-251
A1
M O
N O
L
IT
H S
A
N D
ANCHOR LOCATIONS ACCORDINGLY TO AVOID REINFORCEMENT.
REINFORCEMENT. IF INTERFERENCE IS ANTICIPATED AFTER LOCATING SHIFT
AND ANCHOR BOLTS DO NOT HIT PIER AND/OR TRUNNION ANCHORAGE
COMPLETE NDT REINFORCEMENT LOCATING TO ENSURE DRILLED HOLES 4.
3. REPLACE ALL HANDRAIL AS SHOWN.
MONOLITH 4 SHOWN. MONOLITH 9 OPPOSITE.2.
1. MACHINERY PLATFORMS AND TAINTER GATES NOT SHOWN FOR CLARITY.
N
SHEET KEYNOTES
PROVIDE LADDER IN ACCORDANCE WITH SPECIFICATIONS.2.
EXISTING LADDER TO REMAIN.1.
2"
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
R O
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
A N
S I
D
S O
L
IC
IT
A
T
IO
N
T A
IN
T
E R
G A
T E
A N
D S
L U
IC
E
G A
T E
R E
H A
B
IL
IT
A
T
IO
N
M A
R
IO
N C
O U
N T
Y
IA
R E
D R
O C
K D
A M
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
/0
M A
IN
T
E R
G A
T E
E L
E V
A T
IO
N
S-210
J
A R
IA
S
K A
T W
A T
R
E D
R C
K
A M
C K
E L
V E
Y
TAINTER
W
E K
R
SCALE: 1/4"=1'-0"
UPSTREAM ELEVATION - TAINTER GATE
S-310
A1
0 4' 8'2'
S-515
A1
S-315
A1
'-0
A10
SCALE: 1/4"=1'-0"
SIDE ELEVATION - TAINTER GATE
0 4' 8'2'
SHEET KEYNOTES
SEE REFERENCE DRAWINGS FOR EXISTING STRUCTURE DETAILS.3.
SPECIFICATION 05 50 14.
TEST PIN PLATES ASSOCIATED WELDS AND LIFTING HOLE PER
VISUALLY INSPECT AND MAGNETIC PARTICLE TEST/DYE PENETRANT2.
PROVIDE POSITION INDICATORS ON NORTH END OF GATE ONLY.1.
/2
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
R O
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
A N
S I
D
S O
L
IC
IT
A
T
IO
N
T A
IN
T
E R
G A
T E
A N
D S
L U
IC
E
G A
T E
R E
H A
B
IL
IT
A
T
IO
N
M A
R
IO
N C
O U
N T
Y
IA
R E
D R
O C
K D
A M
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
/0
M A
IN
T
E R
G A
T E
A N
D S
L U
IC
E
G A
T E
B U
L K
H E
A D
T R
O L
L
IE
S
E L
E V
A T
IO
N
S-220
J
A R
IA
S
K A
T W
A T
R
E D
R C
K
C C
L E
M E
N T
S
TAINTER
W
E K
R
ELEVATION - TAINTER GATE BULKHEAD TROLLEY STAND
ACCORDING TO SPECIFICATION SECTION 09 97 02.
UP AFTER FIELD WELDING IS COMPLETED. REPAIR ANY DAMAGED PAINT
FOLLOW MANUFACTURERS RECOMMENDATIONS FOR PAINT REPAIR/TOUCH-2.
CONTROL STAND. INSTALL NEW CONTROL STANDS.
REMOVE EXISTING SLUICE GATE AND TAINTER GATE BULKHEAD TROLLEY 1.
GENERAL SHEET NOTES
4'0 2' 8' A12
SCALE: 3/8"=1'-0"
ELEVATION - SLUICE GATE BULKHEAD TROLLEY STAND
4'0 2' 8'
BACKBOARD
SUPPORT STAND AND
NEW TAINTER GATE
BACKBOARD
SUPPORT STAND AND
NEW SLUICE GATE
2'-5" 2'-5"
OUT TO OUT OF CHANNELS
OUT TO OUT OF CHANNELS
TYP OF 2
REMOVE EXISTING ANGLES
CJP
MT 100%
UT 100%
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
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D E
S C
R
IP
T
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N D
A T
E
SHEET ID
®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
R O
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
A N
S I
D
S O
L
IC
IT
A
T
IO
N
T A
IN
T
E R
G A
T E
A N
D S
L U
IC
E
G A
T E
R E
H A
B
IL
IT
A
T
IO
N
M A
R
IO
N C
O U
N T
Y
IA
R E
D R
O C
K D
A M
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
/0
M A
C K
E L
E V
A T
IO
N
S-250
J
A R
IA
S
K A
T W
A T
R
E D
R C
K
A M
C K
E L
V E
Y
TAINTER
W
E K
R
SCALE: 1/2"=1'-0"
ELEVATION - MONOLITHS 5 TO 8
GENERAL SHEET NOTES
HANDRAILING
EL. 761.67
EL. 754.00
EL. 754.27
EL. 754.67
0 2' 4'1'
H A
N D
R A
IL
M O
N O
L
IT
H S
T
O
ANCHOR LOCATIONS ACCORDINGLY TO AVOID REINFORCEMENT.
REINFORCEMENT. IF INTERFERENCE IS ANTICIPATED AFTER LOCATING SHIFT
AND ANCHOR BOLTS DO NOT HIT PIER AND/OR TRUNNION ANCHORAGE
COMPLETE NDT REINFORCEMENT LOCATING TO ENSURE DRILLED HOLES 3.
TAINTER GATE NOTE SHOWN FOR CLARIFICATION.2.
FABRICATIONS.
1. INSTALL HANDRAIL PER SPECIFICATIONS SECTION 05 50 15 CIVIL WORKS
S-550-A1
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
R O
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
A N
S I
D
S O
L
IC
IT
A
T
IO
N
T A
IN
T
E R
G A
T E
A N
D S
L U
IC
E
G A
T E
R E
H A
B
IL
IT
A
T
IO
N
M A
R
IO
N C
O U
N T
Y
IA
R E
D R
O C
K D
A M
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
/0
M A
C K
M O
N O
L
IT
H S
A
N D
H A
N D
R A
IL
E L
E V
A T
IO
N
S-251
J
A R
IA
S
K A
T W
A T
R
E D
R C
K
A M
C K
E L
V E
Y
TAINTER
W
E K
R
ELEVATION - MONOLITHS 4 AND 9
GENERAL SHEET NOTES
HANDRAILING
EL. 761.67
EL. 754.67
0 2' 4'1'
EL. 745.83
EL. 746.0
A13
SCALE: 1/2"=1'-0"
ELEVATION - MONOLITHS 4 AND 9
ANCHOR LOCATIONS ACCORDINGLY TO AVOID REINFORCEMENT.
REINFORCEMENT. IF INTERFERENCE IS ANTICIPATED AFTER LOCATING SHIFT
AND ANCHOR BOLTS DO NOT HIT PIER AND/OR TRUNNION ANCHORAGE
COMPLETE NDT REINFORCEMENT LOCATING TO ENSURE DRILLED HOLES 2.
FABRICATIONS.
1. INSTALL HANDRAIL PER SPECIFICATIONS SECTION 05 50 15 CIVIL WORKS
4'-0"
3'-6"3'-11"
.5
0 2' 4'1'
SHEET KEYNOTES
PROVIDE LADDER IN ACCORDANCE WITH SPECIFICATIONS.2.
1. EXISTING LADDER TO REMAIN
EL. 730.0
HANDRAILING
EL. 754.56
EL. 745.83
EL. 746.0
1'-10"
3'- 1/2 "
LADDER
C OF EXISTINGL
3'-6" 3'-11"
EL. 754.67
1'-4"
T Y
P
.5
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
R O
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
A N
S I
D
S O
L
IC
IT
A
T
IO
N
T A
IN
T
E R
G A
T E
A N
D S
L U
IC
E
G A
T E
R E
H A
B
IL
IT
A
T
IO
N
M A
R
IO
N C
O U
N T
Y
IA
R E
D R
O C
K D
A M
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
/0
M A
C K
J
A R
IA
S
K A
T W
A T
R
E D
R C
K
A M
C K
E L
V E
Y
TAINTER
W
E K
R
GENERAL SHEET NOTES
SCALE: 3"=1'-0"
SECTION - UPSTREAM CATWALK SUPPORT CONNECTION
A9
SCALE: 3"=1'-0"
SECTION - DOWNSTREAM CATWALK SUPPORT CONNECTION
J1
SCALE: 3"=1'-0"
SECTION - CATWALK SUPPORT CONNECTION
14WF30
EXISTING
24WF84
EXISTING
12WF27
EXISTING
24WF84
EXISTING
24WF84
EXISTING
12WF27(DS)
14WF30(US)
EXISTING
1 1/2 "
/8
/4
M
IN
M
IN
M
IN
/4
M
IN
/4
M
IN
/4
M
IN
/8
1 1/2 "
M
IN
/4
M
IN
/4
M
IN
M
IN
PRIOR TO COMMENCING DRILLING.
3. NOTIFY CONTRACTING OFFICER IF MINIMUM BOLT SPACING CANNOT BE MET,
THE SPECIFICATIONS.
PROVIDE STRUCTURAL BOLTS, NUTS, AND WASHERS IN ACCORDANCE WITH 2.
CATWALK SPANS.
1. CATWALK SUPPORT SECTIONS SHOWN ARE TYPICAL FOR NORTH END OF ALL
SHEET KEYNOTES
HYDRAULIC STEEL STRUCTURES.
ACCORDANCE WITH SPECIFICATIONS SECTION 09 97 02 PAINTING:
PRIOR TO APPLYING TOUCH-UP PAINT. TOUCH UP PAINT TO BE 23-A-Z IN
REPORT ANY CRACKS IN THE BASE METAL TO THE CONTRACTING OFFICER
TO WIDE FLANGE BEAMS. DYE PENETRANT TEST AFTER REMOVING WELDS.
AFTER INSTALLING BOLTS, REMOVE EXISTING WELDS CONNECTING ANGLES
DRILL 13/16" Ø HOLES FOR 3/4" BOLTS AT LOCATIONS INDICATED.1.
T W
A L
K S
U P
P O
R T
C O
N N
E C
T
IO
N S
S E
C T
IO
S-301
J1 J1
L4 x 3 1/2 x 3/8
EXISTING
EXISTING L4 x 3 1/2 x 3/8
L4 x 3 1/2 x 3/8
EXISTING
L4 x 3 1/2 x 3/8
EXISTING
J9
SCALE: 3"=1'-0"
SECTION - CATWALK SUPPORT CONNECTION
/2
/2
J9
/2
/2
2 1/2 "
24WF84
EXISTING
1 1/2 " 1 1/2 "
1 1/2 " 1 1/2 "
/2
/2
EXISTING L4 x 3 1/2 x 3/8
L4 x 3 1/2 x 3/8
EXISTING
/4
M
IN
/8
/4
M
IN
J9
6"0 3" 1' 6"0 3" 1'
6"0 3" 1' 6"0 3" 1'
TYP
TYP
TYP
12WF27(DS)
14WF30(US)
EXISTING
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
R O
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
A N
S I
D
S O
L
IC
IT
A
T
IO
N
T A
IN
T
E R
G A
T E
A N
D S
L U
IC
E
G A
T E
R E
H A
B
IL
IT
A
T
IO
N
M A
R
IO
N C
O U
N T
Y
IA
R E
D R
O C
K D
A M
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
/0
M A
IN
T
E R
G A
T E
S E
C T
IO
N
S-310
J
A R
IA
S
K A
T W
A T
R
E D
R C
K
A M
C K
E L
V E
Y
TAINTER
W
E K
R
SCALE: 6"=1'-0"
SECTION
S-511-A1
S-510-A1
S-510-J12
S-511-A7
S-510-A7
SHEET KEYNOTES
AT THE SPACING SHOWN ON S-210
PROVIDE POSTION INDICATORS FOR NORTH END OF TAINTER GATES ONLY,1.
3"0 6"1-1/2"
5/16
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
R O
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
A N
S I
D
S O
L
IC
IT
A
T
IO
N
T A
IN
T
E R
G A
T E
A N
D S
L U
IC
E
G A
T E
R E
H A
B
IL
IT
A
T
IO
N
M A
R
IO
N C
O U
N T
Y
IA
R E
D R
O C
K D
A M
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
/0
M A
C K
T A
IN
T
E R
G A
T E
S E
C T
IO
N
S-315
J
A R
IA
S
K A
T W
A T
R
E D
R C
K
A M
C K
E L
V E
Y
TAINTER
W
E K
R
SECTION - TAINTER GATE
0 4' 8'2' A11
SCALE: 1"=1'-0" 0 1' 2'6"
A11
W E
L D
I N
S P
E C
T
IO
N
SHEET KEYNOTES
WELDS IN ACCORDANCE WITH SECTION 05 50 14 OF THE SPECIFICATIONS.
PERFORM INSPECTION AND TESTING OF HORIZONTAL GIRDER STIFFENER 2.
ACCORDANCE WITH SECTION 05 50 14 OF THE SPECIFICATIONS.
FLANGE OF THE TAINTER GATE HORIZONTAL BEAMS AND ANY IN
1. PERFORM INSPECTION AND TESTING OF WELDS TO THE DOWNSTREAM
DETAIL - GIRDER STIFFENER
GIRDER
HORIZONTAL
STRUT
A17
SCALE: 1"=1'-0" 0 1' 2'6"
SECTION
A17
STRUT
HORIZONTAL GIRDER
HORIZONTAL GIRDER
DOWNSTREAM FLANGE OF
STIFFENER
SKIN PLATE
RIB BEAM
RIB BEAMS
HORIZONTAL GIRDER
UPSTREAM FLANGE OF
SKIN PLATE
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
R O
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
A N
S I
D
S O
L
IC
IT
A
T
IO
N
T A
IN
T
E R
G A
T E
A N
D S
L U
IC
E
G A
T E
R E
H A
B
IL
IT
A
T
IO
N
M A
R
IO
N C
O U
N T
Y
IA
R E
D R
O C
K D
A M
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
/0
M A
IN
T
E R
G A
T E
A N
D S
L U
IC
E
G A
T E
B U
L K
H E
A D
T R
O L
L
IE
S
S E
C T
IO
N
S-320
J
A R
IA
S
K A
T W
A T
R
E D
R C
K
C C
L E
M E
N T
S
TAINTER
W
E K
R
SECTION - TAINTER GATE BULKHEAD TROLLEY STAND
A10
SCALE: 1/4"=1'-0"
SECTION - SLUICE GATE BULKHEAD TROLLEY STAND
1'-0"
1'-0"
C L
T O
C L
O F
S T
IF
F
E N
E R
/1
C L
T O
C L
O F
S T
IF
F
E N
E R
/4
C
L T
O C
L O
F S
T
IF
F E
N E
R
/8
C L
T O
C L
O F
S T
IF
F
E N
E R
/1
C L
T O
C L
O F
S T
IF
F
E N
E R
/2
C L
T O
C L
O F
S T
IF
F
E N
E R
/8
S-321
H1
S-321
A8
S-321
A1
S-321
H8
S-321
A8
S-321
A1
0 2' 4'1' 0 2' 4'1'
ACCORDING TO SPECIFICATION SECTION 09 97 02.
UP AFTER FIELD WELDING IS COMPLETED. REPAIR ANY DAMAGED PAINT
FOLLOW MANUFACTURERS RECOMMENDATIONS FOR PAINT REPAIR/TOUCH-3.
PLATFORM" S-205, S-210, AND S-211 FOR EXISTING TROLLEY DETAILS.
SEE REFERENCE DRAWINGS FOR "TAINTER GATE BULKHEAD AND STORAGE 2.
BULKHEAD TROLLEY.
ADD ADDITIONAL 1600 LBS OF COUNTERWEIGHT TO THE SLUICE GATE 1.
GENERAL SHEET NOTES
TO BE ADDED
ADDITIONAL COUNTERWEIGHT
S-521-A1
S-521-A1
3/16
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
R O
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
A N
S I
D
S O
L
IC
IT
A
T
IO
N
T A
IN
T
E R
G A
T E
A N
D S
L U
IC
E
G A
T E
R E
H A
B
IL
IT
A
T
IO
N
M A
R
IO
N C
O U
N T
Y
IA
R E
D R
O C
K D
A M
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
/0
M A
C K
S U
P P
O R
T S
T A
N D
C O
N N
E C
T
IO
N S
T A
IN
T
E R
G A
T E
A N
D S
L U
IC
E
G A
T E
B U
L K
H E
A D
T R
O L
L
IE
S
S E
C T
IO
N
S-321
J
A R
IA
S
K A
T W
A T
R
E D
R C
K
C C
L E
M E
N T
S
TAINTER
W
E K
R
SECTION
A8
SCALE: 3"=1'-0"
SECTION
6"0 3" 1'6"0 3" 1'
H8
SCALE: 3"=1'-0"
SECTION - SLUICE GATE BULKHEAD TROLLEY STAND
6"0 3" 1'H1
SCALE: 3"=1'-0"
SECTION - TAINTER GATE BULKHEAD TROLLEY STAND
6"0 3" 1'
/8
/8
/8
/8
S-521-A4 S-521-D8
S-521-G8
2'-5"
2'-3"
S-520-G8
S-520-G8
S-522-A1
S-520-M1
/8
/1
2'-3"
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
R O
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
A N
S I
D
S O
L
IC
IT
A
T
IO
N
T A
IN
T
E R
G A
T E
A N
D S
L U
IC
E
G A
T E
R E
H A
B
IL
IT
A
T
IO
N
M A
R
IO
N C
O U
N T
Y
IA
R E
D R
O C
K D
A M
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
/0
M A
IN
T
E R
G A
T E
S E
A L
A S
S E
M B
L Y
O
F
D E
T A
IL
S
S-510
J
A R
IA
S
K A
T W
A T
R
E D
R C
K
A M
C K
E L
V E
Y
TAINTER
W
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R
J12
SCALE: FULL SCALE
S-510-J12 0 1" 2"1/2"
1" MATCH CURVATURE OF ANGLE
1/2 "TYP
R
/4
R
PL 3/8"
A7 S-510-A7
SCALE: 3/4"=1'-0" SCALE: 3/8"=1'-0"
S-510-A1
DRILLING HOLES.
1. FIELD VERIFY BOLT SPACING USED IN EXISTING SEAL ASSEMBLIES PRIOR TO
GENERAL SHEET NOTES
HEAD BOLTS
5/8" STAINLESS STEEL FLAT
11/16" Ø COUNTERSUNK FOR
CUT LEG TO 4"
5x5x3/8" ANGLE, 43'-9 11/16 " R
43'-9 11/16
R
A C
E S
/4
/2
A16
SECTION
SCALE: 3"=1'-0"
A12
SECTION
SCALE: 3"=1'-0"
5"
1 1/2 "
/2
1/8" R CORNERS
/2
2 1/2 "
1 1/4 "
4'0 2' 8' 6"0 3" 1' 6"0 3" 1'
SLOTTED HOLES TYP
11/16" x 1 1/4"
S-510
A12
S-510
A16
4"
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1 1/2 "
2'0 1' 4'
1/
S
P A
C E
S
/8
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S
P A
C E
S
/8
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1/
11/16" Ø TYP
/8 " T
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/8 " T
Y P
ASTM A36POSITION INDICATOR15S-510-J12
AISI 304 SSSEAL CLAMPING BAR6S-510-A7
ASTM A36SIDE SEAL ANGLE6S-510-A1
MATERIALDESCRIPTIONQTY*MARK NO.
BILL OF MATERIALS
* QUANTITIES DO NOT INCLUDE PARTS FOR GATES INCLUDED AS CONTRACT OPTIONS
B
C
D
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F
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SHEET ID
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US Army Corps
U .S
A
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TAINTER
W
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R
DRILLING HOLES.
1. FIELD VERIFY BOLT SPACING USED IN EXISTING SEAL ASSEMBLIES PRIOR TO
GENERAL SHEET NOTES
A1 A7 S-511-A7
SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-0"
S-511-A1 A16
SECTION
SCALE: 3"=1'-0"
A12
SECTION
SCALE: 3"=1'-0"4'0 2' 8' 4'0 2' 8' 6"0 3" 1' 6"0 3" 1'
/4
Ø
6"
1 1/4 "
/1
R
2 1/2 "
/8
1 1/4 "
1/8"R CORNERS
11/16" Ø TYP
43'-9 11/16
R
S-511
A12
1/
S
P A
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S
/8
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11/16" Ø TYP
S
P A
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S
/8
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1/
S-511
A16
/8 " T
Y P
/8 " T
Y P
43'-9 11/16
R
AISI 304 SSSEAL CLAMPING BAR6S-511-A7
RUBBERRUBBER SEAL6S-511-A1
MATERIALDESCRIPTIONQTY*MARK NO.
BILL OF MATERIALS
* QUANTITIES DO NOT INCLUDE PARTS FOR GATES INCLUDED AS CONTRACT OPTIONS
B
C
D
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F
G
H
J
K
L
M
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US Army Corps
U .S
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R
SCALE: 1"=1'-0"
DETAIL - TRUNNION
0 1' 2'6"
SHEET KEYNOTES
IN ACCORDANCE WITH SECTION 05 50 14 OF THE SPECIFICATIONS.
ULTRASONIC TESTING 100% OF ALL STRUT TO TRUNNION ASSEMBLY WELDS
PERFORM VISUAL INSPECTION, MAGNETIC PARTICLE TESTING, AND 1.
TRUNNION ASSEMBLY
TRUNNION SHOE
STRUT
B
C
D
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F
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H
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K
L
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US Army Corps
U .S
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SLUICE GATE BULKHEAD TROLLEY STAND ASSEMBLY
A8
SCALE: 3"=1'-0"
S-520-A8
D8
SCALE: 3"=1'-0"
S-520-D8
G8
SCALE: 3"=1'-0"
S-520-G8 6"0 3" 1'
6"0 3" 1'
6"0 3" 1' 6"0 3" 1'
K8
SCALE: 3"=1'-0"
S-520-K8 6"0 3" 1'
ASTM A572 GR 50BACKBOARD BAR2S-520-M1
ASTM A709 GR 50ANGLE BRACE OPP. HAND1S-520-K8-1
ASTM A709 GR 50ANGLE BRACE1S-520-K8
ASTM A709 GR 50BUILT-UP W-SHAPE2S-520-G8
ASTM A709 GR 50STIFFENER4S-520-D8
ASTM A709 GR 50BUILT-UP CHANNEL2S-520-A8
MATERIALDESCRIPTIONQTYMARK NO
BILL OF MATERIALS
4'-2 9/16"
14'-11 9/16"
S-520-A8
WEB PLATE 1/4" THICK
TOP AND BOTTOM PLATES 3/8" THICK
BUILTUP W-SHAPE
3"
2"
3'-8 5/8 "
13.76° .2 4°
3'-5 15/16" L2X2X3/8
1 1/2 "1'-11 3/4 "1 1/2 "
1/4" PL
S-520-K8
S-520-D8
S-520-D8
S-520-D8
S-520-A8
S-520-K8-1
S-520-G8
S-520-G8
1/4" PL
S-520-M1
S-520-D8
S-520-M1
ALL PLATES 7/16" THICK
BUILTUP C-SHAPE
/4
/4
/2
S-522-A1
M1
SCALE: 1 1/2"=1'-0"
S-520-M1
3/16
3/16
MT 100%
3/16
3/16
MT 100%
1/4 "
/8
/8
1' 2'0 6"
8'-0"
4 SPACES @ 1'-11 1/2" =7'-10"
1"1
1"
9/16 " TYP
B
C
D
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F
G
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US Army Corps
U .S
A
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TAINTER GATE BULKHEAD TROLLEY STAND ASSEMBLY
A8
SCALE: 3"=1'-0"
S-521-A8
D8
SCALE: 3"=1'-0"
S-521-D8
G8
SCALE: 3"=1'-0"
S-521-G8 6"0 3" 1'
6"0 3" 1'
6"0 3" 1' 6"0 3" 1'
ASTM A572 GR 50BACKBOARD BAR2S-521-K8
ASTM A709 GR 50BUILT-UP W-SHAPE2S-521-G8
ASTM A709 GR 50STIFFENER4S-521-D8
ASTM A709 GR 50BACKBAR ANGLE4S-521-A14
ASTM A709 GR 50BUILT-UP CHANNEL2S-521-A8
MATERIALDESCRIPTIONQTYMARK NO
BILL OF MATERIALS
15'-2 13/16"
S-521-A8 1'-7 7/8 "
1 1/2 " 1'-11 5/8 " 1 1/2 "
/4
/4
"1
/4
1/4" PL
6"0 3" 1'A14
SCALE: 3"=1'-0"
S-521-A14
ALL PLATES 3/8" THICK
BUILTUP C-SHAPE
2"
ALL PLATES 3/8" THICK
BUILTUP W-SHAPE
3"
L2X2X3/8 1'- 5/8 "
6"0 3" 1'K8
SCALE: 3"=1'-0"
S-521-K8
Ø 9/16" TYP
1/4" PL
S-521-A8
S-521-G8
S-521-G8
S-521-D8
S-521-D8
S-521-D8
S-521-D8
S-521-A14
S-521-A14
S-521-A14
S-521-A14
S-521-K8
S-521-K8
/4
S-522-H1
3/16
MT 100%
3/16
3/16
MT 100%
1"
/1
4 SPACES @ 2'-1" =1'- 1/2 "
B
C
D
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F
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US Army Corps
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COORDINATE WITH ELECTRICAL FOR EQUIPMENT LAYOUT.1.
ASTM B209 6061 T6TAINTER GATE BULKHEAD TROLLEY STAND BACKBOARD1S-522-H1
ASTM B209 6061 T6SLUICE GATE BULKHEAD TROLLEY STAND BACKBOARD1S-522-A1
MATERIALDESCRIPTIONQTYMARK NO
BILL OF MATERIALS
A1
SCALE: 1 1/2" = 1'-0"
S-522-A1
H1
SCALE: 1 1/2" = 1'-0"
S-522-H1
3'-2"
8'-6"
9/16" Ø TYP
2'-8"
8'-0"
9/16" Ø TYP
1/4" PLATE
1/4" PLATE
1' 2'0 6"
1' 2'0 6"
1"
1"
1"
1"
4 SPACES @ 2'-1" = 8'-4"
4 SPACES @ 1'-11 1/2" = 7'-10"
B
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D
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F
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SCALE: 6"=1'-0"
DETAIL - TYPICAL HANDRAIL BASE
3"0 6"1-1/2"
3 1/2 "
5"
3 1/2 "
2.40"
3/8 "
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B
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SCALE: 3/16"=1'-0"
PLAN - MACHINERY PLATFORM
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SUPPORT DRUM SHAFT AND PROTECT COMPONENTS WHEN REPLACING 2.
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GENERAL SHEET NOTES
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M-201
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MONOLITH 5MONOLITH 6MONOLITH 7MONOLITH 8
SHEET KEYNOTES
AND HOUSING) IN-KIND. DESIGN BASIS: SKF SAW22538-6 15/16Y.
1. ON TAINTER GATE 1, REPLACE ONE PILLOW BLOCK BEARING UNIT (BEARING
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