A22 - Attachment 0002 Plan Set dated 2023-07-25 .pdf
PDF 7 MB Posted
- Attached to
- Starved Rock Tainter Gate Fabrication
- Solicitation number
- W912EK23B0010
About this file
This document package includes engineering drawings and specifications for the fabrication of two tainter gates and appurtenances for installation at Starved Rock Lock and Dam on the Illinois River. Key requirements include fabrication of the steel gate assemblies in accordance with the drawings and specifications provided, which include details for trunnion pins, rollers, counterweights, link assemblies, and other mechanical components. The contractor must also assemble, paint, and deliver the completed gates to the project site. Relevant dates and solicitation information are included.
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APPROVAL RECOMMENDED BY:
DATE
DATE
DATE
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
®of Engineers
US Army Corps
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APPROVED BY:
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ISSUE DATE: JULY 2023
CONTRACT/TASK ORDER NO:
SOLICITATION/MATOC/SATOC NO:
TAINTER GATE FABRICATION
LA SALLE COUNTY, IL
STARVED ROCK LOCK & DAM
ILLINOIS RIVER BASIN
ROCK ISLAND DISTRICT
W
E K
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W912EK23B0010
of Engineers
US Army Corps
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DETAILS - RACK AND PINION GEARSM-509
DETAILS - UPPER LINK PIN DETAILSM-508
DETAILS - LINK BEARING HOUSING AND BUSHINGM-507
DETAILS - COUNTERWEIGHTM-506
DETAILS - TRUNNION BUSHINGM-505
DETAILS - TRUNNIONM-504
DETAILS - TRUNNION PINM-503
DETAILS - OPERATING STRUTM-502
DETAILS - ROLLERM-501
ISOMETRIC - TAINTER GATEM-101
MECHANICAL
DETAILS - WALKWAYS-510
DETAILS - COUNTERWEIGHT AND GATE DESIGNATION PLATES-506
DETAILS - LIFTING EYE AND LEVELING EYES-505
DETAILS - GATE PARTSS-504
DETAILS - GATE PARTSS-503
DETAILS - GATE PARTSS-502
DETAILS - TRUNNION COVER PLATE ASSEMBLYS-501
ENLARGED VIEW - COVER PLATE ASSEMBLYS-401
SECTIONS - LADDER AND WALKWAY ASSEMBLYS-311
SECTIONS - GATE WALKWAYS-310
SECTION - LIFT STRUT AND EXTERIOR GIRDERS-305
SECTION - GATE CONNECTIONSS-304
SECTION - SUPPORT TRUSS SECTIONSS-303
SECTION - EXTERIOR VERTICAL GIRDER AND LIFT STRUTS-302
SECTION - INTERIOR VERTICAL GIRDER AND STRUTS-301
ELEVATION - DEVELOPED SKIN PLATE ASSEMBLYS-201
PLAN - GATE WALKWAYS-110
PLAN -SUPPORT TRUSS PLANS-104
PLAN - TAINTER GATES-103
ISOMETRIC - TAINTER GATE DOWNSTREAMS-102
ISOMETRIC - TAINTER GATE UPSTREAMS-101
ISOMETRIC - CONTROL DIMENSIONSS-001
STRUCTURAL
ABBREVIATIONSG-003
LEGEND AND GENERAL NOTESG-002
COVER SHEETG-001
GENERAL
SHEET TITLE SHEET ID
SHEET INDEX
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LEGEND
FLOW
STEEL
FLOW ARROW
CONCRETE
CENTERLINE
BREAKLINE
DIMENSIONAL TOLERANCES
WELDING NOTES
TESTING
FRACTURE CRITICAL MEMBERS
7. ALL CASTINGS SHALL BE RADIOGRAPHICALLY TESTED.
PIECES FIT TOGETHER PROPERLY BEFORE INSTALLATION.
6. THE ENTIRE TAINTER GATE ASSEMBLY SHALL BE ASSEMBLED TO ENSURE THAT ALL
OFFICER REPRESENTATIVE.
-50% OF BUTT JOINT LENGTH ON THE SKIN PLATE AS DIRECTED BY THE CONTRACTING
-100% OF ALL BUTT JOINTS ON ALL HORIZONTAL AND VERTICAL GIRDERS.
WEB TO SKIN PLATE.
-25% OF CJP WELD LENGTH ATTACHING VERTICAL AND HORIZONTAL GIRDERS
WEB TO FLANGE.
-25% OF CJP WELD LENGTH ATTACHING VERTICAL AND HORIZONTAL GIRDERS
-25% OF CJP WELD LENGTH ATTACHING SKIN PLATE TO THE VERTICAL RIBS.
-ALL CJP GROOVE WELDS ON FRACTURE CRITICAL MEMBERS
5. THE FOLLOWING SHALL RECEIVE ULTRASONIC TESTING:
REPRESENTATIVE PRIOR TO PAINTING.
4. ALL WELDS TO BE VISUALLY INSPECTED AND APPROVED BY THE CONTRACTING OFFICER
POSSIBLE TO ENSURE THE QUALITY OF THE PROCEDURE AND PROCESS.
AWS D1.5, SUBSECTION 12.16. THE TESTING SHALL BE DONE AS EARLY IN THE PROJECT AS
3. ALL WELDS ON FRACTURE CRITICAL MEMBERS SHALL BE TESTED IN ACCORDANCE WITH
OF THE PART.
DISCONTINUITY CAUSING A TOTAL LOSS OF BACK REFLECTION WILL RESULT IN REJECTION
TO ASTM A435, WITH APPLICATION OF SUPPLEMENTARY REQUIREMENT 1 (100%) ANY
2. THE GATE LIFTING AND LEVELING EYES, SHALL BE ULTRASONICALLY TESTED ACCORDING
TO THE JOB SIGHT.
ALL TESTS SHALL BE PERFORMED IN THE FABRICATION FACILITY PRIOR TO DELIVERY
PROPOSED BY THE CONTRACTOR AND APPROVED BY THE GOVERNMENT.
1. A DOCUMENTATION PROCEDURE FOR ALL NONDESTRUCTIVE TESTING SHALL BE
GATE ASSEMBLY.
21. QUANTITIES PROVIDED IN BILL OF MATERIALS TABLES INCLUDE PARTS FOR ONE COMPLETE
OF THE PLATES SHALL HAVE A BEVELED SLOPE NO GREATER THAN 1:3.
20. FOR ANY TRANSITIONS BETWEEN DIFFERING PLATE THICKNESSES OR WIDTHS, THE LARGER
19. ALL FASTENER THREADS SHALL BE COATED WITH ANTI-SEIZE LUBRICATING COMPOUND.
MATERIAL CAN BE FOUND ON EACH SHEET FOR COMPONENTS SHOWN ON THAT SHEET.
SHALL BE WRAPPED AND CRATED FOR LONG TERM STORAGE. A LOOSE PARTS BILL OF
PARTS (TRUNNION COLLAR AND LINK PIN ASSEMBLY PARTS, SHIMS, BEARING PLATES, ETC)
18. THE ENTIRE GATE SHALL BE COMPLETELY ASSEMBLED PRIOR TO DELIVERY. ALL LOOSE
17. THE FABRICATOR SHALL SUBMIT THE FINAL WEIGHT OF TAINTER GATE.
16. WASHERS TO BE ASTM F436 AND BE 5/32" THICK UNLESS NOTED OTHERWISE.
15. ALL DRAIN HOLES SHALL BE 2 INCHES IN DIAMETER UNLESS OTHERWISE SHOWN.
DURING BOLT TENSIONING.
JOINTS", 2020 ED. CAREFUL ATTENTION SHALL BE MADE TO AVOID DAMAGING TAPPED HOLES
ACCORDANCE WITH RCSC "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH
GATE INSTALLATION. TENSIONING SHALL BE DONE BY TURN OF THE NUT METHOD, ONLY IN
BOLTS TO BE TESTED BY THE GOVERNMENT IN ACCORDANCE WITH THE SPECIFICATIONS PRIOR TO
PROPER NUMBER OF BOLTS INCLUDING BOLTS REQUIRED FOR TESTING IN ACCORDANCE WITH RCSC.
14. ALL SLIP CRITICAL CONNECTIONS SHALL BE SNUG TIGHTENED FOR FIELD DELIVERY. PROVIDE
THAN 125 MICRO INCHES.
13. ALL HOLES AND CUT SURFACES SHALL HAVE A SURFACE ROUGHNESS NOT HIGHER
ONLY WHERE DRAWINGS ARE OUT OF SCALE.
12. DRAWINGS ARE GENERALLY TO SCALE BUT SHOULD NOT BE SCALED. N.T.S. IS SHOWN
SURFACES SHALL BE PROTECTED AS NOTED IN THE SPECIFICATIONS.
SURFACES SHALL BE PAINTED IN ACCORDANCE WITH THE SPECIFICATIONS. MACHINED
GATE AND APPURTENANCES, EXCEPT MACHINED SURFACES AND CORROSION RESISTANT
11. ALL EXPOSED STRUCTURAL STEEL, INTERIOR & EXTERIOR SURFACES OF THE TAINTER
SPECIFICATIONS.
10. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL IN ACCORDANCE WITH THE
RECORDS OF HIS QUALITY CONTROL IN ACCORDANCE WITH THE SPECIFICATIONS.
TO ASSURE COMPLIANCE WITH THE CONTRACT REQUIREMENTS AND SHALL MAINTAIN
9. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN A QUALITY CONTROL SYSTEM (QCS)
BE MADE FOR MACHINING, SHRINKAGE AND DISTORTIONS DUE TO WELDING.
8. DIMENSIONS SHOWN OR CALLED FOR ARE FINAL DIMENSIONS AND ALLOWANCES MUST
UNLESS OTHERWISE NOTED.
AND THE AMERICAN WELDING SOCIETY, STRUCTURAL WELDING CODE AWS D1.5,
MEMBERS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE SPECIFICATION
7. THE DIMENSIONAL TOLERANCES OF ALL WELDED FABRICATED STRUCTURAL STEEL
CODE FOR "SURFACE TEXTURE".
6. SURFACE FINISHES SHALL CONFORM TO THE MOST CURRENT ANSI STANDARD B46.1 -
BEING FURNISHED.
MODERN PRACTICES TO CONFORM TO THE SPECIFICATIONS FOR THE ITEM OF WORK
5. WORKMANSHIP SHALL BE OF THE HIGHEST GRADE IN ACCORDANCE WITH THE BEST
SLIP CRITICAL CONNECTIONS.
CONNECTIONS, TO BE TIGHTENED DURING INSTALLATION BY THE GOVERNMENT AS
COVER PLATE AND TRUNNION BEARING BOLTS TO BE DELIVERED AS SNUG-TIGHTENED
4. ALL BOLTED CONNECTIONS TO BE FULLY PRETENSIONED TO PREVENT LOOSENING. ALL
IS SPECIFIED, IMPACT TESTING TEMPERATURE ZONE 2 SHALL BE USED.
THE SPECIFICATIONS. WHERE ASTM A709, GRADE 50 "HIGH STRENGTH LOW ALLOY" STEEL
3. ALL STRUCTURAL STEEL SHALL BE AS SPECIFIED ON THE DRAWINGS, AND IN
SHEET S-506.
2. EACH GATE SHALL HAVE ITS IDENTIFICATION NUMBER PLATE AS SHOWN ON
WILL HAVE A LADDER AT EACH END WITH A WALKWAY SPANNING BETWEEN.
WITH TRUNNION, COUNTERWEIGHT, LINK AND OPERATING PIN ASSEMBLIES. EACH GATE
WHICH CONNECT TO THE EXISTING OPERATING MACHINERY AND COUNTERWEIGHT TRUSS
VERTICAL GIRDERS, CONNECTING TO A HORIZONTAL FRAME /TRUSS AND TWO LIFT STRUTS,
SKIN PLATE CONNECTED TO FIVE HORIZONTAL GIRDERS, SUPPORTED BY FIVE CURLED
ACCORDANCE WITH THE SPECIFICATIONS. THE GATE ASSEMBLY IS COMPRISED OF A
TAINTER GATE ASSEMBLIES AS SHOWN ON THE CONTRACT DRAWINGS AND IN
1. FABRICATE, ASSEMBLE, PAINT, AND DELIVER COMPLETE
13. 70 ksi LOW HYDROGEN FILLER METAL TO BE USED FOR ALL WELDS.
12. WELD ACCESS HOLES IN THE DAMMING SURFACE ARE PROHIBITED.
CONSTRUCTION MANUAL.
SHALL BE SIZED AND SHAPED IN ACCORDANCE WITH THE LATEST EDITION OF AISC, STEEL
11. WELD ACCESS HOLES SHALL BE USED TO PREVENT THE INTERSECTION OF WELDS. THEY
WELDING CODE AWS D1.5. ALL FILLET WELDS SHALL BE WRAPPED.
IN ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN WELDING SOCIETY, STRUCTURAL
10. WHERE FILLET WELD SIZE IS NOT SHOWN, THE SIZE SHALL BE THE MINIMUM REQUIRED
AMERICAN WELDING SOCIETY, STRUCTURAL WELDING CODE AWS D1.5.
9. WELDING SYMBOLS AND WELD TESTING SYMBOLS ARE IN ACCORDANCE WITH THE
SHALL BE COMPLETE JOINT PENETRATION WELDS ACCORDING TO AWS D1.5.
CLEARLY SHOWN ON THE SHOP DRAWINGS FOR GOVERNMENT APPROVAL. ALL SPLICES
8. ALL SPLICES MADE THAT ARE NOT SHOWN ON THE CONTRACT DRAWINGS SHALL BE
PARALLEL TO THE DIRECTION OF STRESS FLOW.
7. GRIND WELDS FLUSH ON ALL BUTT JOINTS. GRINDING SHALL BE PERFORMED
WELDING SOCIETY, STRUCTURAL WELDING CODE AWS D1.5.
PENETRATION GROOVE WELDS IN ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN
6. UNLESS OTHERWISE NOTED, ALL GROOVE WELDED JOINTS SHALL BE COMPLETE
OF THE AMERICAN WELDING SOCIETY, STRUCTURAL WELDING CODE AWS D1.5.
PENETRATION (CJP) WELDS AS PREQUALIFIED IN ACCORDANCE WITH THE PROVISIONS
5. UNLESS OTHERWISE NOTED, ALL BUTT JOINTS SHALL BE COMPLETE JOINT
TO THE APPROVAL OF THE CONTRACTING OFFICER REPRESENTATIVE.
MINIMIZE RESIDUAL (LOCKED-UP) STRESSES AND DISTORTION, AND SHALL BE SUBJECT
4. WELDING SEQUENCE AND TECHNIQUE OF WELDING SHALL BE CAREFULLY CONTROLLED TO
WITH REGARD TO THE FILLER METAL AND OTHER FEATURES OF THE TECHNIQUES.
3. CONTRACTOR'S SPECIFICATIONS ACCOMPANYING WORKING DRAWINGS SHALL BE SPECIFIC
SPECIFICATIONS.
SHALL BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL IN ACCORDANCE WITH THE
AND INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED. DETAILED WELDING INFORMATION
2. WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN WELDING SOCIETY
WELDING CODE AWS D1.5 AND TO THE PROVISIONS OF THE SPECIFICATIONS.
APPLICABLE SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STRUCTURAL
THE ATMOSPHERE FROM THE MOLTEN METAL. WORKMANSHIP AND TECHNIQUE, WHERE
1. ALL WELDING SHALL BE ELECTRIC ARC WELDING, USING A METHOD WHICH EXCLUDES
GENERAL NOTES
5. COVER PLATE
4. LIFTING AND LEVELING EYES
3. SUPPORT TRUSS DIAGONALS
2. SUPPORT TRUSS DOWNSTREAM CHORD
1. LIFT AND INTERIOR STRUTS
BOTTOM WITH NO POINT DEVIATING MORE THAN 1/8 INCH FROM THE RADIUS SHOWN.
5. THE VERTICAL RIBS AND VERTICAL GIRDERS SHALL FOLLOW THE RADIUS FROM TOP TO
SHALL NOT VARY FROM A TRUE CYLINDER BY MORE THAN 1/8 INCH.
4. THE SURFACES OF FRAMING ELEMENTS TO WHICH THE SKIN PLATE IS TO BE WELDED
FROM THAT CALCULATED WITH DIMENSIONS SHOWN ON THE DRAWINGS.
INCH4
CORNERS OF THE VERTICAL GIRDERS SHALL NOT VARY BY MORE THAN
3. TO ASSURE SQUARENESS, COMMON DIAGONAL DISTANCES MEASURED BETWEEN
SHOWN ON THE DRAWINGS.
INCH FROM THE DIMENSIONS8
END PLATES SHALL NOT VARY BY MORE THAN
2. FOR THE ENTIRE HEIGHT OF THE GATE, THE LENGTH OF THE GATE BETWEEN
INCH.8
DIMENSION BY MORE THAN
1. THE OVERALL HEIGHT OF TAINTER GATE SHALL NOT VARY FROM THE NOMINAL
HOLES
WELD ACCESS PLATES TYP
END OF ALL WELDED
WRAP WELD AROUND
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BETWEENBTWN
BOTTOMBTM
BOTH SIDESBS
BEARINGBRG
BASE PLATEBP
BOTTOM OFBO
BEAM OR BENCHMARKBM
BUILDINGBLDG
BRINNELL HARDNESSBHN
BASE FLOOD ELEVATIONBFE
BOLT CENTERBC
BENTB
CONTROL STATION
MAINTENANCE BUILDING AND CENTRALMBCCS
MEAN SEA LEVELMSL
MONOLITH JOINTMJ
MISCELLANEOUSMISC
MINIMUMMIN
ONE THOUSANDTH OF AN INCHMIL
MAN HOLEMH
MANUFACTURERMFR
MEMBRANEMEMB
MECHANICALMECH
MAXIMUMMAX
MATERIALMATL
MANUALMAN
MARSEILLESMA
SYMMETRICALSYM
STRUCTURALSTRUCT
STEELSTL
STREETST
STIFFENERSTIFF
STANDARDSTD
STATIONINGSTA
STARVED ROCKSR
SQUARE YARDSQ YD
SQUARESQ
SPECIFIEDSPEC'D
SPECIFICATION(S)SPEC
SPACE(S)SP
SLEEVE ANCHORSLV ANCH
SEALANTSLNT
SIMILARSIM
SHEETSHT
SQUARE FOOTSF
SECTIONSEC
SCHEDULESCHED
NOTE: NOT ALL ABBREVIATIONS USED IN THIS SET
N
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Q
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S
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YARDYD
I
QUANTITYQTY
UTILITYUTIL
UPSTREAMUS
UNLESS NOTED OTHERWISEUNO
UNIFIED FACILITIES CRITERIAUFC
E
V
JOINTJT
JOISTJST
JUNCTION BOXJBOX
KILO-POUNDS PER SQUARE INCHKSI
NOT TO SCALENTS
NOMINALNOM
NUMBERNO OR #
NOT IN CONTRACTNIC
NOT APPLICABLEN/A
NEW STRUCTURAL MEMBER(N)
OPPOSITEOPP
OPENINGOPNG
OUTSIDE FACEO.F.
OUTSIDE DIAMETEROD
ON CENTEROC
POLYVINYL CHLORIDEPVC
POUNDS PER SQUARE INCHPSI
POUNDS PER SQUARE FOOTPSF
PRECAST CONCRETEPRST
PROJECTPROJ
PRELIMINARYPRELIM
PRE-MOLDED JOINT FILLERPMJF
PLATEPL
POINT OF INTERSECTIONPI
POUNDS PER CUBIC FOOTPCF
PORTLAND CEMENT CONCRETEPCC
VERIFY IN FIELDVIF
VERTICALVERT
WELDED WIRE REINFORCEMENTWWR
WEIGHTWT
WORK POINTWP
WITHOUTW/O
WIND LOADWL
WITHW/
WIDTHW
SYMBOLS
AT@
GYPSUM BOARDGYP
GRADEGR
GENERAL OR GENERATORGEN
GENERAL CONTRACTORGC
GRADE BEAMGB
GALVANIZEDGALV
GAUGEGA
LOCATIONLOC
LANELN
LONG LEG VERTICALLLV
LONG LEG HORIZONTALLLH
LIVE LOADLL
LINEARLIN
LEFT HANDLH
LOWEST FLOOR ELEVATIONLFE
LINEAR FEETLF
POUND(S)LB, LBS OR #
RAILWAYRWY
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RIGHT HAND OR ROOF HATCHRH
REVISION OR REVISEDREV
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REFERENCEREF
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REINFORCED CONCRETE PIPERCP
REINFORCED CONCRETE MASONRY UNITRCMU
RADIUSR OR RAD
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EXPANSION OR EXPOSEDEXP
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EXCAVATEEXC
ETCETERAETC
EQUIPMENTEQUIP
EQUAL SPACEEQ SPA
EQUALEQ
EDGE OF SLABEOS
EDGE OF DECKEOD
ENCLOSUREENCL
EMBEDDEDEMBED
ELEVATIONEL OR ELEV
EXPANSION JOINTEJ OR EXP JT
EACH FACEEF
EACHEA
EXISTING(E)
CUBIC YARDCY
COUNTERSINKCTSK
COUNTERBORECTB
COURTCT
CORROSION RESISTANT STEELCRES
CHECKPOSTCP
CONTRACTING OFFICERCOR
CONTINUE OR CONTINUOUSCONT
CONSTRUCTIONCONST
CONCRETECONC
COLUMNCOL
CORRUGATED METAL PIPECMP
CONCRETE MASONRY UNITCMU
CLEAR, -ANCE CL
CENTER LINEC
COMPLETE JOINT PENETRATIONCJP
CONTROL/CONSTRUCTION JOINTCJ
CAST IN PLACE CONCRETECIPC
CONCRETE EXPANSION ANCHORCEA
CAPACITYCAP
CHANNELC OR CH
CENTER TO CENTER C/C
TYPICALTYP
TOW TOP OF WALL
TOP OF STEELTOS
TOC TOP OF COLUMN
T&B TOP AND BOTTOM
TOP OFT.O.
TEMPERATURETEMP
A
B
C
D
AMERICAN WELD SOCIETYAWS
AVERAGEAVG
AVENUEAVE
AND MATERIALS
AMERICAN SOCIETY OF TESTING ASTM
ARCHITECT, -URAL, -UREARCH
APPROXIMATE, APPROXIMATELYAPPROX
ALUMINUMALUM
ALTERNATEALT
STEEL CONSTRUCTION
AMERICAN INSTITUTE OF AISC
ADJUSTABLE OR ADJACENTADJ
ADDITIONALADDL
AMERICAN CONCRETE INSTITUTEACI
ANCHOR BOLTAB
DOWELDWL
DRAWINGDWG
DETAILDTL
DOWNSTREAMDS
DRIVEDR
DEAD LOADDL
DIMENSIONDIM
DIAGONALDIAG
DIAMETERDIA OR Ø
DEMOLISH OR DEMOLITIONDEMO
DOUBLEDBL
DEFORMED ANCHOR STUDDAS
DEPTHD
FIELD VERIFYF.V.
FOOTINGFTG
FOOTFT
FRAMINGFR
FACE OF WALLFOW
FACE OF BUILDINGFOB
FOUNDATIONFND
FLOORFLR
FINISHFIN
FINISHED FLOOR ELEVATIONFFE
FLOOR DRAINFD
FRACTURE CRITICAL MEMBERFCM
CONCRETE COMPRESSIVE STRENGTHf'c
ISOLATION JOINTISO JNT
INVERTINV
INTERIORINT
INCHIN.
INSIDE FACEI.F.
INSIDE DIAMETERID
INSULATED CONCRETE FORMSICF
INTERNATIONAL BUILDING CODEIBC
IN ACCORDANCE WITHIAW
HIGHWAYHWY
HEIGHT OR HEAT TREATHT
HORIZONTALHORIZ
HEADERHDR
HEADED ANCHOR BOLTHDAB
HEADED CONCRETE ANCHORHCA
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NOTES.
FOR APPROVAL, AND SHALL FOLLOW TOLERANCES DESCRIBED IN GENERAL
POINTS SHALL BE SUBMITTED WITH THE CONTROL DIMENSIONS SUBMITTAL
POINTS SHOWN ON THIS SHEET. THE PRECISE LOCATION OF CONTROL
LOCATIONS OF CONTROLS POINTS SHALL BE AS CLOSE AS POSSIBLE TO THE 1.
GENERAL SHEET NOTES
58' - 3 1/8"IJ
51' - 9"KI77' - 6 1/2"FI
38' - 0"KGc77' - 5"BI
51' - 9"LJ69' - 4 3/8"FGb
38' - 0"LHc69' - 5 3/4"BGc
59' - 8"AB77' - 6 1/2"EJ
59' - 7"CD77' - 5"AJ
59' - 7"EF69' - 4 3/8"EHb
58' - 1 3/8"GcHc69' - 5 3/4"AHc
MEASUREDDIMENSIONSDIMENSIONSMEASUREDDIMENSIONSDIMENSIONS
CONTROL DIMENSIONS
A1
SCALE: NTS
ISOMETRIC - CONTROL DIMENSIONS
Hc
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ISOMETRIC - TAINTER GATE UPSTREAM
STRUT
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S-502-E11
DOWNSTREAM CHORD
LIFT STRUT
GUSSET PLATE
LIFT STRUT
0 4' 8'2'
S-502-A1
VERTICAL GIRDER
EXTERIOR
S-503-M1
STIFFENERS
UPSTREAM SKIN PLATE
ALL GATE COMPONENTS ARE SYMMERTIC ABOUT THE GATE CENTERLINE.1.
GENERAL SHEET NOTES
S-505-A7
LEVELING EYE
S-502-J16
GUSSET PLATE
S-502-A16
GUSSET PLATE
S-502-E11
S-502-A16
GUSSET PLATE
S-502-J11
S-502-J16
GUSSET PLATE
GUSSET PLATE
S-504-A7
VERTICAL GUSSET
S-504-A1
GUSSET PLATE
S-502-E16
S-504-A12
SPACER PLATE
COUNTER WEIGHT
S-503-A7
TRUSS GUSSET
S-504-A1
COVER PLATE
TRUNNION
COVER PLATE
TRUNNION
S-504-M1
GATE WALKWAY
S-5110-A1
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RIB
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S-502-A1EXTERIOR VERTICAL GIRDER
ALL GATE COMPONENTS ARE SYMMERTIC ABOUT THE GATE CENTERLINE.1.
GENERAL SHEET NOTES
A1
SCALE: 1/4"=1'-0"
ISOMETRIC - TAINTER GATE DOWNSTREAM
0 4' 8'2'
LIFT STRUT
UPSTREAM CHORD
S-502-A6 INTERIOR VERTICAL GIRDER
BOTTOM GIRDER
S-503-A16RIB
M-501-G1 ROLLER
STIFFENER S-503-M1
SIDE SEAL S-504-K17
S-503-A12 RIB
GIRDER TYP
INSIDE HORIZONTAL
S-504-K7
SPLASH GUARD
GIRDER
INTERIOR VERTICAL GIRDERS-502-A6
S-502-A6 INTERIOR VERTICAL GIRDER
S-504-H1
TRUSS GUSSET
TRUSS GUSSET
TRUSS GUSSET
S-502-A1 EXTERIOR VERTICAL GIRDER
S-504-A1
COVER PLATE
S-504-A12
BEARING SPACER
COUNTER WEIGHT
S-503-F1
CORNER GUSSET
RIB S-503-H16
GUSSETS-504-G7
GUSSETS-504-G11
LIFTING EYE
S-505-A1 LIFTING EYE
S-503-H7
S-503-A7
S-505-A1
GATE WALKWAY S-110-A1
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60'-0"
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NOTED OTHERWISE.
ALL WEB TO WEB AND WEB TO PLATE TRUSS WELDS SHALL BE CJP UNLESS 1.
GENERAL SHEET NOTES
A1
SCALE: 3/8"=1'-0"
PLAN - SUPPORT TRUSS
F L
O W
8'0 4' 16'
LIFT STRUT
LIFT STRUT
ABOUT C
TRUSS SYMMETRICAL
SKIN PLATE
4 SPANS @ 14'-7" = 58'-4"
L
C DOWNSTREAM CHORDL
LC UPSTREAM CHORD
UPSTREAM CHORD
DOWNSTREAM CHORD
30.26°30.26°
.7
.7
S-303
A14
S-303
A7
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/2
W x
'-4 /8 " W x
S-502-J11 S-502-J16 S-502-A11
11'-2 7/8 " W21x111 11'-2 7/8 " W21x111
C WEB VIGLL C WEB VIGRL
SKIN PLATE
/4
55'-10 1/8 "
S-502-A16 S-504-H1 S-504-H1
S-504-M1
S-502-E11
S-502-E16
FCM
FCM
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FCM
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SCALE: 1"=1'-0"
PLAN - GATE WALKWAY
S-310
A1
S-310
A1
S-311
A1
S-510-A1
S-510-A11
S-510-A6
S-510-A11
S-510-A16
POST SUPPORT
HANDRAIL
TYP
POST
HANDRAIL
58'-4"
GRIP STRUT GRATING
HANDRAIL POST SUPPORTS
LS1R
LS1L
2'-0" GRATING WIDTH
14'-7"
2'-0" GRATING WIDTH
7'-3 1/2 " TYP WALKWAY POST SPACING
0 1' 2'6"
B
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C T
C O
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M A
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C /I
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®of Engineers
US Army Corps
R O
C K
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D
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IC
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R O
C K
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L A
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IL
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S I
D
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L
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IT
A
T
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N
T A
IN
T
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G A
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F A
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L A
S A
L L
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J O
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D
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L O
P E
D S
K
IN
P L
A T
E A
S S
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B L
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E L
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A T
IO
N
S-201
J
A R
IA
S
K
B
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C C
L E
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N
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B
S p e c if ic W o rk
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S H
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-2
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A
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C R
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N .d s c ri p t
P D
A
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D A
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IM
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-J
U L
-2
:4
A1
SCALE: 3/8"=1'-0"
ELEVATION - DEVELOPED SKIN PLATE ASSEMBLY
4'0 2' 8'
/4
/4
/4
/4
/8
M-501-H1
3 SPA @2'-11" = 8'-9" 2'-11"
BOTTOM ROLLER BEARING
M-501-H1TOP ROLLER BEARING
C TAINTER GATEL
14'-7" 14'-7"
10"
60'-0"
P L x
/8
T
Y P
P L x
/8
T
Y P
P L x
/8
T
Y P
P L x
/8
T
Y P
S-304
E14
S-304
A7
S-304
A13
C G1
G2 G3 G4 G5
G6 G7
G8
G9
G10 G11
G12 G13
G1 G1
G1 G1
G14 G14 G14 G14
C VG1L C VG2L C VG5LC VG4LC VG3L
C VG1L C VG2L C VG4L C VG5L
S-304
E7
S-304
A1
S-304
L1
S-303
A1
S-304
L6
BETWEEN EACH VERTICAL RIB (20 EACH HORIZONTAL GIRDER).
PROVIDE 2" DRAIN HOLES ON WEB C/L OF ALL HORIZONTAL GIRDERS 2.
ALL GATE COMPONETS ARE SYMMETRIC ABOUT THE GATE CENTERLINE.1.
GENERAL SHEET NOTES
S-304
E1
3 SPA @2'-11" = 8'-9" 2'-11" 2'-11" 3 SPA @2'-11" = 8'-9" 2'-11" 2'-11" 3 SPA @2'-11" = 8'-9" 2'-11"2'-11" 2'-11"
89 SPA @ 0'-7 15/16" = 58'-11"
3 1/2 "
14'-7" 14'-7"
L
C G2-5L
C G6-9L
C G10-13L
C G14L
/1
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
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B Y
C H
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S
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D B
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S
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D A
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A T
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SHEET ID
C O
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C T
C O
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M A
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C /I
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C O
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U .S
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®of Engineers
US Army Corps
R O
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N
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F A
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L A
S A
L L
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IO
N
S-301
J
A R
IA
S
K
B
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L D
C C
L E
M E
N
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B
S p e c if ic W o rk
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L
D
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L D
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D
S H
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T -2
-1
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-S
-3
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A
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P D
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D A
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IM
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-J
U L
-2
:4
A1
SCALE: 3/4"=1'-0"
SECTION - INTERIOR VERTICAL GIRDER AND STRUT
2'0 1' 4'
.1
.1
.1
.7
13'-1"
26'-1 1/2 "
/8
3'-5"
R
/8
26'- 3/4 "
/8
S-504-H1
S-504-G17
S-504-G11
S-504-G7
TO UPSTREAM FACE OF SKIN P
L 1/2"
38'-0"
RADIUS FROM CL TRUNNION
.2
PL 1" TYP
CL
S-502-A6
PL 1/2"
S-505-A1
LIFTING EYE ASSEMBLY
S-505-A7 LEVELING EYE ASSEMBLY
VERTICAL GIRDER STRUT
C WEB US CHORDL
25'-0"
C WEB DS CHORDL
S-504-M1
1'- 1/4 "
TYP
CJP
5/16
TYP
S-504-A7
S-504-K7
S-504-K7
S-504-K7
S-503-M7
BOTTOM GIRDER GUSSET
15'-5" R
1' -5
R
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
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B Y
C H
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K E
D B
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D R
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D E
S
IG
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D B
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S
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D A
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S I Z
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M A
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N D
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SHEET ID
C O
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P R
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C /I
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C O
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U .S
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®of Engineers
US Army Corps
R O
C K
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L A
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D
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T R
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R O
C K
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L A
N D
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A
T
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N
T A
IN
T
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G A
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F A
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A
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N
L A
S A
L L
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D A
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L
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J O
N
X
T E
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R V
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T
IC
A L
G
IR
D E
R A
N D
L
IF
T S
T R
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C T
IO
N
S-302
J
A R
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S
K
B
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C C
L E
M E
N
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B
S p e c if ic W o rk
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D A
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IM
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-2
:4
A1
SCALE: 3/4"=1'-0"
SECTION - EXTERIOR VERTICAL GIRDER AND LIFT STRUT
2'0 1' 4'
19'-0"
2'-1 1/8 "13'-9"7'-1 7/8 "
13'-1 7/8 "
25'-0"
C WEB US CHORD
L
C WEB DS CHORD
L
10 1/4 "
VERTICAL GIRDER STRUT
S-504-K7
S-502-A1
S-504-K7
1'-5 1/8 "
/2
C G
A T
E L
TO UPSTREAM FACE OF SKIN PL 1/2"
38'-0" RADIUS FROM CL TRUNNION
C TRUNNION
L
13'-9" C
O U
N T E R
W
IG
H T T
R U
N N
IO
N
'-9 " R
A D
IU
S T
O C
L
'-3
M-501-H1 1'-0"
'-0
S-305
H1
S-305
H13
S-305
H7
S-303
G1
S-305
A1
S-305
A6
S-305
H13
/4
1'-2 3/4 "
S-504-A12
S-504-A1 3'-6"4'-0"
S-305
A16
S-502-J11
M-502-H1
/2
S-401
A1
S-504-K7
15'-5" R
14'-1"
1' -5
R
3'-5"R
S-305
A11
B
C
D
E
F
G
H
J
K
L
M
N
P
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B M
IT
T
E D
B Y
C H
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K E
D B
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D R
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S
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D B
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D A
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D E
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N D
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SHEET ID
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®of Engineers
US Army Corps
R O
C K
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L A
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D
IS
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R O
C K
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L A
N D
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L
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A N
S I
D
S O
L
IC
IT
A
T
IO
N
T A
IN
T
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G A
T E
F A
B R
IC
A
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N
L A
S A
L L
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D R
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K L
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K
D A
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L
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IV
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R B
A S
IN
/0
J O
N
P P
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T T
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S S
S E
C T
IO
N
S
S E
C T
IO
N
S-303
J
A R
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S
K
B
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L E
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N
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S p e c if ic W o rk
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S H
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T -2
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A
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C R
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N .d s c ri p t
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D A
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IM
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:4
G1
SCALE: 1/2"=1'-0"
SECTION
0 2' 4'1'
A1
SCALE: 1"=1'-0"
SECTION
0 1' 2'6" A7
SCALE: 1"=1'-0"
SECTION
0 1' 2'6" A14
SCALE: 1"=1'-0"
SECTION
0 1' 2'6"
S-503-H7
1'-3"
9/16 " TYP
3" TYP
20'-10 7/8 "
CHORD & STRUT, TYP
3" CL FROM INTERSECTING
TERMINATE DIAGONAL WEB
S-503-A7
2'-11"
2'-11"
5/16
TYP
/2
1'-1" 3
/4
1'-9 7/8 "13'-9"
11'-3 5/8 "
/4
/4
/2
12 SPACES @ 0'-4" = 4'-0"
3"
C TRUNNION
L
12 SPACES @ 0'-4" = 4'-0"
HOUSING
TRUNNION BEARING
BEARING HOUSING
COUNTERWEIGHT
1/4" THREADED ROD TYP
DRILL Ø1 5/16" HOLES FOR 1
5/16
TYP
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
S O
L
IC
IT
A
T
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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
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N D
A T
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SHEET ID
C O
N T
R A
C T
/T .O
N
O
P R
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C T
C O
D E
M A
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C /I
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C O
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R A
C T
N O
U .S
A
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P S
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IN
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®of Engineers
US Army Corps
R O
C K
I S
L A
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D
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T R
IC
T
R O
C K
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L A
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IL
L
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S I
D
S O
L
IC
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A
T
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N
T A
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T
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G A
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F A
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A
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N
L A
S A
L L
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J O
N
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C O
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N S
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C T
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N
S-304
J
A R
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S
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B
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L D
C C
L E
M E
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S p e c if ic W o rk
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T -2
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A
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N .d s c ri p t
P D
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D A
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IM
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-J
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-2
:5
A1
SCALE: 1-1/2"=1'-0"
SECTION
A7
SCALE: 1-1/2"=1'-0"
SECTION
A13
SCALE: 1-1/2"=1'-0"
SECTION
E14
SCALE: 1-1/2"=1'-0"
SECTION
E1
SCALE: 1-1/2"=1'-0"
SECTION
E7
SCALE: 1-1/2"=1'-0"
SECTION
L1
SCALE: 1-1/2"=1'-0"
SECTION
L6
SCALE: 1-1/2"=1'-0"
SECTION
1' 2'0 6"1' 2'0 6"1' 2'0 6"
1' 2'0 6" 1' 2'0 6" 1' 2'0 6"
1' 2'0 6"1' 2'0 6"
SKIN PL 1/2"
3/8" PL
PL 1" x 9"
PL 1/2" x 1'-0"
/2
R
PL 1/2"
PL 1/2" x 9-1/8" PL 1/2" x 9-1/8"
PL 1" x 9"
/4
PL 1"x1'-3"
PL 1"x1'-3"
SKIN PL 1/2"
5/8" WEB PL TYP
PL 1" x 1'-3"
8"
5/8" WEB PL
PL 1/2" x 9"
PL 1/2" x 9-1/8"
SKIN PL 1/2"
SKIN PL 1/2"
5/8" WEB PL
PL 1"
PL 1/2"
PL 1" x 12"
PL 1/2" x 12"
PL 1/2" x 9-1/8"
1/2" RIB PL
PL 3/8"
PL 1/2" x 9"
PL 1/2" x 9-1/8"
PL 1/2"
SKIN PL 1/2"
PL 1/2" x 12"
GUSSET
1'-0"
6"
3/8" STIFFENER PL
1/2 "TYP
1'-0"
S-504-K7
S-504-G7
1 1/2 "
CL
S-503-M1
6 11/16" x 3/8" TYP
STIFFENER PLATE
V A
R
IE
S
C WEBL
ROLLER BEARINGS
SKIP SPACING OVER
SPACE @ 7 15/16" O.C.
NYLON WASHER
2" O.D. x 1/8"
SS TYPE 304 DRILLED Ø5/8"
SLEEVES AND WASHERS. SEAL PL 2"x1/2"
BOLTS AND NUTS W/NYLON INSERT
PROVIDE Ø1/2" x 3 1/2" LONG SS TYPE 304
S-506-A1
S-506-A1
5/16
RIB PL 5/8"
RIB PL 5/8"
/1
9/16 "
2'-11" TYP
5/16
TYP
/1
B
C
D
E
F
G
H
J
K
L
M
N
P
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B M
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B Y
C H
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K E
D B
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D R
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S
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D B
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C O
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US Army Corps
R O
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L A
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J O
N
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N
S-305
J
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S p e c if ic W o rk
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D
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T -2
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A
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N .d s c ri p t
P D
A
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p lt c fg
D A
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IM
E
-J
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-2
:5
A1
SCALE: 1-1/2"=1'-0"
SECTION
A6
SCALE: 1-1/2"=1'-0"
SECTION
A11
SCALE: 1-1/2"=1'-0"
SECTION
H13
SCALE: 1-1/2"=1'-0"
SECTION - STRUT AND GIRDER CONNECTION
H1
SCALE: 1"=1'-0"
SECTION - LIFT STRUT
1' 2'0 6"1' 2'0 6"1' 2'0 6"
1' 2'0 6" 1' 2'0 6"
A16
SCALE: 1-1/2"=1'-0"
SECTION
1' 2'0 6"
/2
/4
/2
/4
/2
/2
V A
R
IE
S
/2
/2
/2
/2
5"6 1/2 "6 1/2 "5"3"
TYP
OPERATING STRUT BRACKET
INSTALL TIGHT AGAINST
ASTM A709 PL 1/2"x6"x1'-0"
OPERATING STRUT BRACKET
M-501-H1
TYP
UNC BOLT, NUTS & WASHERS
FOR 1-1/4"x3" F3125 GR. A325
DRILL 1-5/16" HOLES
TYP
ROD, NUTS, & WASHERS
FOR 1-1/4" A449 UNC THREADED
DRILL 1-5/16" HOLES
1'-3"
1'-3"
/8
/8
VERTICAL GIRDER FLANGE
LIFT STRUT FLANGE
/4
/4
/4
/4
/1
WEB PL 1"
WEB
COUNTERWEIGHT PIN
CLCLWEB
LC
LC TRUNNION
2 5/8 "
1'-3"
R 1-1/2" TYP
1"
13/16
13/16
TYP
13/16
13/16
TYP
/8
5'-9"
0 1' 2'6"
SECTION - COUNTER WEIGHT END
SCALE: 1"=1'-0"
H7
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SCALE: 1"=1'-0"
SECTION - WALKWAY SUPPORT
0 1' 2'6" A7
SCALE: 1"=1'-0"
SECTION - SUPPORT CONNECTIONS
0 1' 2'6" A12
SCALE: 1"=1'-0"
SECTION - WALKWAY RAILING
0 1' 2'6"
S-310
A2
S-310
H1
H1
SCALE: 3"=1'-0"
SECTION - GUARDRAIL BRACKET
6"0 3" 1'
2'-2"
/1
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/1
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3'- 3 9 /16
65.41° 65 .4 6°
2" 2"
8"
3 1/4 "
/2
L4x4x3/8"
TYP
BOLT WASHER AND NUT
F3125 GR. A325 5/8" Ø
TYP
BOLT WASHER AND NUT
F3125 GR. A325 7/8" Ø
3" TYP
'-8 /4
'-2 /4
/2
/2
.3
2'-0"
AND WASHERS
AND NUTS w/NYLON INSERT SLEEVES
BOLTS WITH SQUARE SHANK
5/16" Ø TYPE 304 SS CARRIAGE
STRUT 300 PSF LOAD RATING
8' MAX SPAN GALVANIZED GRIP
TYP
2" Ø TYPE 304 SS PIPE
TYP
L4x4x3/8"
TYP
BOLT WASHER AND NUT
F3125 GR. A325 5/8" Ø
W 21x11
3'-3 1/4 "
TYP
PROVIDE DRAIN HOLE
TYP OF 18
PAD BENEATH EACH HANDRAIL BASE
PROVIDE 1/8"x5"x8" NYLON ISOLATION
TYP
INSERT SLEEVES AND WASHERS
TYPE 304 SS 1/2" Ø BOLT AND NUT w/NYLON
1 1/2 " 1 1/2 "
WASHER. BOLT TO GRIP STRUT
Ø 3/4" TYPE 304 SS BOLT W/NUT &
1/4
TYP1/4
3/16
TYP
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SCALE: 1/2"=1'-0"
SECTION - WALKWAY SUPPORT
A10
SCALE: 1"=1'-0"
SECTION - LADDER FRONT ELEVATION
0 1' 2'6"
S-311
A10
S-311
K10
A15
SCALE: 1 1/2"=1'-0"
DETAIL
K10
SCALE: 3"=1'-0"
SECTION
0 2' 4'1' 1' 2'0 6"
S-311
A15
6"0 3" 1'
PIER
/8
'-3 /8
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'-4 /1
'-9 /2
/4
5 9/16
1'-6 3/1
6 "
2"
/8
'-9 /1
/1
1/4 " GAP
4'-10 1/4 "
3'-10 7/16 "
4 1/16 "
PAD BENEATH EACH HANDRAIL BASE
PROVIDE 1/8"x5"x8" NYLON ISOLATION
2'-0"
1'-2"
3 3/8 "
Ø7/8" LADDER RUNG TYP
PL 3/8"x3" TYP
1 1/2 "
79.77°
/8
/8
1"
S-510-F1
S-510-F8
S-510-L1
S-510-L8
S-510-L1
S-510-F1
S-510-F1-2
S-510-F6-2
S-510-F8
S-510-L1
S-510-L8
BOLT W/NUT AND WASHER
F3125 GR. A325 3/4"Ø
1/4
1/4
TYP
1/4
B
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SCALE: 1"=1'-0"
ENLARGED VIEW - COVER PLATE ASSEMBLY
STRUT ARM SHALL BE SNUG TIGHTENED FOR FIELD DELIVERY.
BOLTS CONNECTING COVER PLATE ASSEMBLY AND TRUNNION CASTING TO 2.
ASSEMBLY SURFACES.
OF TRUNNION BEARING WILL MATE WITH STRUT ARM AND COVER PLATE
FRONTSIDE OF COVER PLATE ASSEMBLY AND STRUT ARM WHERE SURFACE
CRITICAL PRIMER TO BACKSIDE OF TRUNNION BEARING FLANGE AND
ARM SURFACE. ACHIEVE MACHINE FINISH AS SHOWN AND APPLY SLIP
AREA WHERE SURFACE OF COVER PLATE ASSEMBLY WILL MATE WITH STRUT
BACKSIDE OF COVER PLATE ASSEMBLY AND FRONTSIDE OF STRUT ARM
ACHIEVE MACHINE FINISH AS SHOWN AND APPLY SLIP CRITICAL PRIMER TO 1.
GENERAL SHEET NOTES
0 1' 2'6"
4 1/4 "
R
1/
R
/4
R 1'-0"
R
1'- 1/
1'-9 1/2 "
4 3/4 "
4 SPA @ 4" = 1'-4"
BEVEL TRANSITION
3'-1 1/4 "3'-1 1/4 "
1 1/4 "
R
1/
R
11'-6 5/8 "
10 15/16 "
22.5°
"1
BEVEL TRANSITION
CL
1-1/2" Ø 6UNC-2B
DRILL THROUGH AND TAP
TAP Ø1-1/4" 7 UNC-2B
DRILL THROUGH AND
FOR
TAP 1-1/4" Ø, 7 UNC-2B
DRILL THROUGH AND
4 SPA @ 4" = 1'-4"
S-504-A1
S-501-A1
FOR S-504-A1 TYP
TAP 1" Ø, 8UNC-2B
DRILL THROUGH AND
Ø 0.002 B
18°
.0
3 SPA @ 4" = 1'-0"
10'-4 7/8 "
3 SPA @ 4" = 1'-0"
Ø 0.002 B C
TRUNNION COVER PLATE ASSEMBLY
SLIPCRITICAL PRIMER FOR MATING WITH
SURFACE TO BE COVERED WITH
FLATNESS AND ACHIEVE CLASS B FAYING
CONTRACTOR SHALL ACHIEVE UNIFORM
0.005
SEE S-501-A12
TRUNNION.
DATUM A AND CENTERLINE OF
MAINTAINED PARALLEL WITH
MACHINE SURFACE SHALL BE
// Ø 0.005 A
GR. A325 BOLTS, NUTS & WASHERS
DRILL THROUGH FOR 1" Ø UNC F3125
1"
Ø 0.002 E
TAP Ø1-1/4" 7 UNC-2B
DRILL THROUGH AND
Ø 0.002 BFLANGE, TYP. OF BOTH SIDES
ON 15 3/4" LENGTH FAYING SURFACE OF STRUT ARM
AND ONLY APPLY VINYL-ZINC RICH PRIMER (VZ-108D)
CONTRACTOR SHALL ACHIEVE UNIFORM FLATNESS
E
B
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8"
8" 1 1/2 "
2"
1 1/2 "TYP
R
Ø 0.002 B
3 1/4 "
1' -1 0"
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SCALE: 1-1/2"=1'-0"
DETAIL - TRUNNION COVER PLATE ASSEMBLY
1' 2'0 6"
ON SHEET S-305-A6
COVER PLATE FLANGE WELDS SHALL BE CJP WELDS, AS SHOWN
WELD LINES OF COVER PLATE FLANGES NOT SHOWN FOR CLARITY.3.
STRUT ARM SHALL BE SNUG TIGHTENED FOR FIELD DELIVERY.
BOLTS CONNECTING COVER PLATE ASSEMBLY AND TRUNNION CASTING TO 2.
ASSEMBLY SURFACES.
OF TRUNNION BEARING WILL MATE WITH STRUT ARM AND COVER PLATE
FRONTSIDE OF COVER PLATE ASSEMBLY AND STRUT ARM WHERE SURFACE
CRITICAL PRIMER TO BACKSIDE OF TRUNNION BEARING FLANGE AND
ARM SURFACE. ACHIEVE MACHINE FINISH AS SHOWN AND APPLY SLIP
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BACKSIDE OF COVER PLATE ASSEMBLY AND FRONTSIDE OF STRUT ARM
ACHIEVE MACHINE FINISH AS SHOWN AND APPLY SLIP CRITICAL PRIMER TO 1.
GENERAL SHEET NOTES
A12
SCALE: 1-1/2"=1'-0"
SECTION
1' 2'0 6"
SEE NOTES 1 AND 2
4"R
4 SPA @ 4" = 1'-4"
/4
R
1'-1 1/2 "
R
/4
"2 1/2 "
S
P A
CL
7 1/2 "
1 5/16 " w/
CRITICAL CONNECTION AND
DRILL THRU 1.375" Ø FOR SLIP
1-1/2" Ø 6UNC-2B
DRILL THROUGH AND TAP
S-501
A12
C
// Ø 0.002 D
0.005
S-504-A1
S-501-A1
S-401-A1
/8
/2
/4
/4
5 1/4 " 2 3/4 "
6'-2 1/2 "
Ø 0.002 C B
.0
D
// Ø 0.002 A
0.003
6363CL
2 1/4 "9 HOLES @ 4'-0" = 2'-8" 9 HOLES @ 4'-0" = 2'-8"
5 15/16 "
TYP
FOR 1" Ø 8UNC-2B
DRILL THRU AND TAP
Ø 0.002 C
Ø 0.002 C
CRITICAL CONNECTION
DRILL THRU 1.375" Ø FOR SLIP
OF COVER PLATE FLANGE
(VZ-108D) ON FAYING SURFACE
APPLY VINYL-ZINC RICH PRIMER
UNIFORM FLATNESS AND ONLY
CONTRACTOR SHALL ACHIEVE
Ø 0.005
COVER PLATE
ENLARGED VIEW OF
SEE SHEET S-401 FOR
TRUNNION COVER PLATE ASSEMBLY
PRIMER FOR MATING WITH
COVERED WITH SLIP CRITICAL
CLASS B FAYING SURFACE TO BE
UNIFORM FLATNESS AND ACHIEVE
CONTRACTOR SHALL ACHIEVE
0.005
6'-2 1/2 "
2 1/4 "
/4
B
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SCALE: 1"=1'-0"
S-502-A1 A6
SCALE: 1-1/2"=1'-0"
S-502-A6 A11
SCALE: 1"=1'-0"
S-502-A11
E11
SCALE: 1"=1'-0"
S-502-E11
J11
SCALE: 1"=1'-0"
S-502-J11
0 1' 2'6" 0 1' 2'6"
ASTM A709FRONT-MID GUSSET4S-502-J16
ASTM A709FRONT END GUSSET4S-502-J11
ASTM A709BACK-CENTER GUSSET2S-502-E16
ASTM A709BACK-MID GUSSET4S-502-E11
ASTM A709BACK CORNER GUSSET4S-502-A16
ASTM A709FRONT MIDDLE GUSSET2S-502-A11
ASTM A709INNER FLANGE GIRDER PLATE3S-502-A6
ASTM A709OUTER FLANGE GIRDER PLATE2S-502-A1
MATERIALDESCRIPTIONQTYMARK NO
BILL OF MATERIALS
0 1' 2'6"
0 1' 2'6"
0 1' 2'6"
E16
SCALE: 1"=1'-0"
S-502-E16
J16
SCALE: 1"=1'-0"
S-502-J16
0 1' 2'6"
0 1' 2'6"
A16
SCALE: 1"=1'-0"
S-502-A16 0 1' 2'6"
/8
2'-1 7/16 "
5 11/16 "
1'-4 11/16 "
/8
/8
3'-4 3/16 "
/8
/4
/8
/4
/4
3 9/16 "
8 3/4 "
5'-3 7/8 "
/8
/8
/4
9 11/16 "
1'-2 3/4 "
/8
3'-10 3/16 "
/8
/8
/4
/4
9 11/16 "
/8 "2
/1
/1
2'-4 3/8 "
/8
/8
3/4 "
R 8" R
6"
R
R
1'-9 5/8 "
/8
37'-11 1/2 "R
37'-11 1/2 "R
15'-5 9 /16 "
R
3'-4 1/8 "
R
3'-6"
R
R
15'-5 1/2 "
R
1'-0"
/4
1'-0"
4'-11 7/16 "
4'-11 7/16 "
'-1 /8
/8
/8
'-2 /4
'-3 /4
'-5 /1
/4
/4
6"
R
8" R
8" R
R
R
R
8" R
8" R
8"R
R
8"
R
8" R
8" R 8"
R
8"R
1'-0"1'-0"
R
/8
3 5/8 "
/1
1'- 3/8 " 1'- 3/8 "
1'-9 13/16 "
1'-2 3/4 "
3/4 "
DIMENSIONS DO NOT INCLUDE FIT UP AND/OR WELD PREP REQUIREMENTS.1.
GENERAL SHEET NOTES
5/
R
6 5/8 "
R
/8
/8
1 1/2 "T Y P
R1 /2 "T
Y P
B
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US Army Corps
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A1
SCALE: 3"=1'-0"
S-503-A1
M7
SCALE: 3"=1'-0"
S-503-M7
ASTM A709BOTTOM FLANGE GUSSET90S-503-M7
ASTM A709OUTER FLANGE GUSSET52S-503-M1
ASTM A709GIRDER #2-3 RIB GUSSET16S-503-H16
ASTM A709GIRDER #1-2 RIB GUSSET16S-503-H12
ASTM A709VERTICAL GUSSET4S-503-H7
ASTM A709BOTTOM END GUSSET2S-503-F1
ASTM A709GIRDER #4-5 RIB GUSSET16S-503-A16
ASTM A709GIRDER #3-4 RIB GUSSET16S-503-A12
ASTM A709VERTICAL END GUSSET16S-503-A7
ASTM A709BOTTOM MID GUSSET3S-503-A1
MATERIALDESCRIPTIONQTYMARK NO
BILL OF MATERIALS
F1
SCALE: 3"=1'-0"
S-503-F1
H7
SCALE: 3"=1'-0"
S-503-H7
A7
SCALE: 3"=1'-0"
S-503-A7
1'-9"
1'-3"
11 11/16 "
1'-1 3/16 "
/8
/8
3 1/8 "
8 3/16 "
11 11/16 "
2'-3"
1'-3"
6" T Y P
R
1'-0"
6"0 3" 1'
6"0 3" 1'
6"0 3" 1'
6"0 3" 1'
6"0 3" 1'
6"0 3" 1'M1
SCALE: 3"=1'-0"
S-503-M1
7"
1"
A12
SCALE: 1 1/2"=1'-0"
S-503-A12
H12
SCALE: 1 1/2"=1'-0"
S-503-H12
1' 2'0 6"
1' 2'0 6"
A16
SCALE: 1 1/2"=1'-0"
S-503-A16 1' 2'0 6"
H16
SCALE: 1 1/2"=1'-0"
S-503-H16 1' 2'0 6"
37'-11 1/2 " R
37'-5 1/2 "R
37'-5 1/2 "R
37'-11 1/2 " R
37'-11 9/16 " R
37'-5 9/16 "R
37'-11 1/2 "R
37'-5 1/2 "R
/2
/1
/1
/2
/1
/8
/2
/1
R
/2 T
Y P
R
/2 T
Y P
R
/2 T
Y P
R
3 1/2 "
/2
R
5"
1/
R
1 1/2 "
R
/2
R
DIMENSIONS DO NOT INCLUDE FIT UP AND/OR WELD PREP REQUIREMENTS.1.
GENERAL SHEET NOTES
/2
R
/1
1 1/2 " T Y P
R
9 1/8 "
R
/2
R
/8
B
C
D
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F
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A1
SCALE: 1"=1'-0"
S-504-A1
ASTM A709DOWNSTREAM CORD INNER GUSSET6S-504-M1
ASTM A709DOWNSTREAM CORD VERTICAL GUSSET3S-504-H1
RUBBERSEAL2S-504-K17
ASTM A709TYPICAL GIRDER PLATE12S-504-K7
ASTM A709GIRDER 4 AND FLANGE GUSSET6S-504-G17
ASTM A709GIRDER 3 AND FLANGE GUSSET6S-504-G11
ASTM A709GIRDER 2 AND FLANGE GUSSET6S-504-G7
ASTM A709COUNTER WEIGHT BEARING SPACER2S-504-A12
ASTM A709LEVELING CORD END GUSSET8S-504-A7
ASTM A709COVER PLATE2S-504-A1
MATERIALDESCRIPTIONQTYMARK NO
BILL OF MATERIALS
A7
SCALE: 3"=1'-0"
S-504-A7 6"0 3" 1' A12
SCALE: 3"=1'-0"
S-504-A12 6"0 3" 1'
G7
SCALE: 3"=1'-0"
S-504-G7 6"0 3" 1' G11
SCALE: 3"=1'-0"
S-504-G11 6"0 3" 1' G17
SCALE: 3"=1'-0"
S-504-G17 6"0 3" 1'
K7
SCALE: 3"=1'-0"
S-504-K7 6"0 3" 1'
14'-6 3/8"
/4
6 11/16 "
/1
/1
/4
5 7/16 "
1'-11 7/16"
11 1/8 "
3/8" PL
3/8" PL3/8" PL
1/2" PL
3/8" PL
1 1/16 "
1 1/2 "TYP
R
1/ "T
YP
R
1 1/2 " TYP
R
1'- 2"
PL 1"
K17
SCALE: 3"=1'-0"
S-504-K17 6"0 3" 1'
1/ 2 "
R
1/
R
/2
R
3 1/2 "
/2
1'-6 1/4 " B.C.
T Y P
D R
IL
L T
H R
U Ø
1/
R
1 1 /2
R
7"
1 1/2 "
304 SS BOLTS
1/2" X 3 1/2" LONG TYPE
DRILL 9/16"Ø HOLES FOR
DIMENSIONS DO NOT INCLUDE FIT UP AND/OR WELD PREP REQUIREMENTS.1.
GENERAL SHEET NOTES
1'-3"
9 1/2 "
3 1/4 " 2 1/4 "
S
P A
C E
S
S
P A
C E
S
1" TYP
/1
/1
0 1' 2'6"
H1
SCALE: 3"=1'-0"
S-504-H1 6"0 3" 1'
5"
1 1/2 "
R
3/8" PL
M1
SCALE: 3"=1'-0"
S-504-M1 6"0 3" 1'
1'-1 3/16 "
/8
3 1/8 "
/4
3 15/16 "
/2
R
1/
R
5" 1 1/2 "
3/8" PL
B
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ASTM A709LIFTING EYE BASE PLATE2S-505-K13
ASTM A709LEVELING EYE2S-505-G17
ASTM A709LIFTING EYE2S-505-G13
ASTM A709LEVELING EYE STIFFENER PLATE4S-505-D17
ASTM A709LIFTING EYE STIFFENER PLATE4S-505-D13
ASTM A709LEVELING EYE STIFFENER PLATE4S-505-A17
ASTM A709LIFTING EYE STIFFENER PLATE4S-505-A13
MATERIALDESCRIPTIONQTYMARK NO
BILL OF MATERIALS
DIMENSIONS DO NOT INCLUDE FIT UP AND/OR WELD PREP REQUIREMENTS.1.
GENERAL SHEET NOTES
LIFTING EYE ASSEMBLY - SIDE
SCALE: 6"=1'-0"
3"0 6"1-1/2"
LIFTING EYE ASSEMBLY - FRONT
J1
LEVELING EYE ASSEMBLY - FRONT
J7
LEVELING EYE ASSEMBLY - SIDE
A7
A13
SCALE: 3"=1'-0"
S-505-A13
A17
S-505-A17
D13
S-505-D13
D17
S-505-D17
G13
S-505-G13
G17
S-505-G17
K13
S-505-K13
3"0 6"1-1/2"
11" 2"
6"0 3" 1'
6"0 3" 1'
6"0 3" 1'
6"0 3" 1' 6"0 3" 1'
6"0 3" 1'
6"0 3" 1'
4 1/2 "
/1
4 1/8 "
/1
2"
/1
3 15/16 "
/8
4 1/2 "
.4
0.
PL 3/4"
PL 3/4"
PL 3/4"
PL 3/4"
/8
5"
3 3 /8
2"
2"
/1
2"
2"
/8
/1
5"
S-505-G13
S-505-D13
S-505-K13
S-505-A17
S-505-G17
S-505-D17
S-505-A13
3 3/8 " 3 5/16 "
TYP
3/4 "
10" 11"
/8
R
/1
3 1/4 "
/1
/8 " 11
1.
1 1/2 "
R
1 3/16 "
/1
/1
/8
2"
1/
R
.1
5/16
TYP
5/16
TYP
5/16
TYP
5/16
TYP
/8
4 1/4 " 1 1/4 "
/4
/2
/1
/2
/4
4 1/4 "
/1 T Y P
R
R
2"
/4
/8
R
1 3/4
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F
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US Army Corps
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XXX XXX SLB,
A N
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S-506-A1
GATE DESIGNATION PLATES-506-E13
GATE WEIGHT PLATES-506-A13
COUNTERWEIGHT BLOCKS-506-A6
ASTM A709SPLASH GUARD TALL GUSSET19S-506-A1
MATERIALDESCRIPTIONQTYMARK NO
BILL OF MATERIALS
6"0 3" 1'
1 1/2 "
R
1'-0"
1 1 /2
R
1 1/2 "
R
/8
/4
/1
PL 1/2"
/1
/1
/8
/4
/8
5 3/16 "
DIMENSIONS DO NOT INCLUDE FIT UP AND/OR WELD PREP REQUIREMENTS.1.
GENERAL SHEET NOTES
1/4 "
A6
SCALE: 3"=1'-0"
S-506-A6 6"0 3" 1'
E13
SCALE: 3"=1'-0"
S-506-E13 6"0 3" 1'
CONTRACTOR SHALL WEIGH COMPLETELY ASSEMBLED GATE AND SUBMIT TO CONTRACTING OFFICER'S REPRESENTATIVE (COR) FOR APPROVAL.2.
CENTER BETWEEN VERTICAL RIBS NEAREST TO BUT NOT INTERFERING WITH LADDER. LOCATE ON DOWNSTREAM FACE OF HORIZONTAL GIRDER 1.1.
NOTE:
FOR REBAR IS 3"
ALL REBAR SHALL BE #6 REBAR (EXCLUDING LIFTING HOOKS, WHICH ARE #4 REBAR). MINIMUM CONCRETE COVER 2.
FABRICATE 14 COUNTERWEIGHT ADJUSTMENT BLOCKS PER GATE FABRICATION FOR GOVERNMENT INSTALLATION1.
NOTE:
A13
SCALE: 3"=1'-0"
S-506-A13 6"0 3" 1'
IDITG 6, IDITG 7, IDITG 8, IDITG 9, AND IDITG 10 RESPECTIVELY.
GATE IDENTIFICATION SHALL BE AS FOLLOWS: BASE BID GATE SHALL BE IDITG 1 AND OPTION BID GATE(S) SHALL BE IDITG 2, IDITG3, IDITG 4, IDITG 5,2.
CENTER BETWEEN VERTICAL RIBS NEAREST TO BUT NOT INTERFERING WITH LADDER. LOCATE ON DOWNSTREAM FACE OF HORIZONTAL GRIDER 1.1.
NOTE:
2'-0"
6"
3" CLR TYP
1 1/2 " TYP
4" SPACE TYP
T
Y P
/2
T Y
P
/2
T Y
P
1 1/2 " TYP
T
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2" SPACE TYP
1/2 " A
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1/ 2 " A3
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3'-0"
R
R
3'-0"
/2
R
1 1/2 "
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US Army Corps
R O
C K
I S
L A
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D
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T R
IC
T
R O
C K
I S
L A
N D
IL
L
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IT
A
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N
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G A
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F A
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A
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/0
J O
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W A
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S-510
J
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IA
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L D
C C
L E
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N
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S p e c if ic W o rk
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A1
SCALE: 3"=1'-0"
S-510-A1 A6
SCALE: 3"=1'-0"
S-510-A6 A11
SCALE: 3"=1'-0"
S-510-A11
ASTM A36LADDER/GIRDER 2 SHORT CONNECTION OPP.2S-510-L8-2
ASTM A36LADDER/GIRDER 2 SHORT CONNECTION2S-510-L8
ASTM A36LADDER/GIRDER 2 LONG CONNECTION OPP.2S-510-L1-2
ASTM A36LADDER/GIRDER 2 LONG CONNECTION2S-510-L1
ASTM A36LADDER/GIRDER 1 CONNECTION OPP.2S-510-F8-2
ASTM A36LADDER/GIRDER 1 CONNECTION2S-510-F8
ASTM A36LADDER/SPLASH GUARD CONNECTION OPP. HAND2S-510-F1-2
ASTM A36LADDER/SPLASH GUARD CONNECTION2S-510-F1
TYPE 304 S.S.GUARDRAIL BRACKET 18S-510-A16
TYPE 304 S.S.MOUNTING PLATE14S-510-A11
TYPE 304 S.S.MOUNTING PLATE2S-510-A6
TYPE 304 S.S.MOUTING PLATE2S-510-A1
MATERIALDESCRIPTIONQTYMARK NO
BILL OF MATERIALS
A16
SCALE: 3"=1'-0"
S-510-A16 6"0 3" 1'6"0 3" 1'6"0 3" 1'6"0 3" 1'
F1
SCALE: 3"=1'-0"
S-510-F1 F8
SCALE: 3"=1'-0"
S-510-F8 6"0 3" 1'6"0 3" 1'
L1
SCALE: 3"=1'-0"
S-510-L1 6"0 3" 1' L8
SCALE: 3"=1'-0"
S-510-L8 6"0 3" 1'
PL 3/8"
PL 3/8" PL 3/8"
Ø 13/16"
2.6°
10.2°
56.5°
18°
9/
TYP
9/1 6 "
TYP
/1
T
Y P
9/
TYP
1'-0"
8"2"
8"2"
1'-0"
8"
5"1 1/2 "
/2
2 3/8 "
/1
/8
3" 3"
/4
/2
4 3/16 "
1 1/2 " 1 1/2 "
8 3/8 "
3/8 "
/2
/8
5 1/16 "
6"
/2
3/8 "
/8
/2
10 7/16 "
5 7/8 "
/2
3/8 "
/2
/8
1'-5 15/16 "
1'-6 1/2 "
3/8 "
/2
/8
11 3/16 "
11 1/16 "
/2
/2
Ø 13/16"
Ø 13/16"
Ø 13/16"
DIMENSIONS DO NOT INCLUDE FIT UP AND/OR WELD PREP REQUIREMENTS.1.
GENERAL SHEET NOTES
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
S O
L
IC
IT
A
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IO
N N
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IS
S
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D A
T E
S I Z
E
M A
R K
D E
S C
R
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T
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N D
A T
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SHEET ID
C O
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R A
C T
/T .O
N
O
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O J E
C T
C O
D E
M A
T O
C /I
D
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C O
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R A
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N O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
®of Engineers
US Army Corps
R O
C K
I S
L A
N D
D
IS
T R
IC
T
R O
C K
I S
L A
N D
IL
L
IN
A N
S I
D
S O
L
IC
IT
A
T
IO
N
T A
IN
T
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G A
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F A
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IC
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N
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S A
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C p d f.
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:2
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A1
SCALE: 1/4"=1'-0"
ISOMETRIC - TAINTER GATE UPSTREAM
0 4' 8'2'
ALL GATE COMPONENTS ARE SYMMERTIC ABOUT THE GATE CENTERLINE.1.
GENERAL SHEET NOTES
M-503-A1
TRUNNION PIN
M-504-F1
TRUNNION PIN COLLAR
M-505-H1
TRUNNION BEARING HOUSING
M-505-A1
TRUNNION BUSHING
M-507-F12
COUNTERWEIGHT TRUNNION PIN
M-506-H13
COUNTERWEIGHT PIN SLEEVE
M-506-A1
COUNTERWEIGHT TRUNNION BUSHING
M-506-G1
COUNTERWEIGHT BEARING HOUSING
M-509-K1
PINION GEAR
M-509-F1
GEAR RACK
M-502-H13
STRUT PIN
M-507-A9
LINK BEARING HOUSING
M-508-K9
THRUST BUSHING SPACER
M-507-J1
LINK THRUST BEARING
S-501-A1
TRUNNION COVER PLATE
M-502-A1
STRUT BUSHING
M-502-H1
OPERATING STRUT BRACKET
M-502-H17
STRUT PIN BOLT
M-509-K1
M-509-F1
M-503-A1
M-507-A1
LINK BEARING ASSEMBLY
M-504-A9
TRUNNION KEY
M-501-G1
ROLLER BEARING ASSEMBLY
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
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