W912ES22B0004_LD679MG_PLANS.pdf

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MISSISSIPPI RIVER

LD 6, 7 AND 9 MITER GATE REPLACEMENT

MINNESOTA AND WISCONSIN

LOCKS AND DAMS 6, 7 AND 9

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W912ES22B0004

DEC 2021

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®of Engineers

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APPROVED BY:

APPROVAL RECOMMENDED BY:

CHIEF DIVISIONENGR & CONST

EC-D

CHIEF

CHIEF BRANCH

BRANCH

CHIEF BRANCH

PROJECT MANAGER

EC-H

EC-G

MENDATION OF ALL DRAWINGS IN THIS SET.

SIGNATURES INDICATE OFFICIAL RECOM-

MENT AS REQUIRED BY ER 1110-1-8152.

WITHIN THE SCOPE OF THEIR EMPLOY-

APPEAR ON THESE PROJECT DOCUMENTS

TRATION DESIGNATIONS OF INDIVIDUALS

THE INITIALS OR SIGNATURES AND REGIS-

PAUL DISTRICT CORPS OF ENGINEERS.

THIS PROJECT WAS DESIGNED BY THE ST.SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE: N/A

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PLAN SET

SHEET NUMBER WITHIN PLAN SET

ELECTRICAL, CIVIL, ARCHITECTURAL, ETC.)

DISCIPLINE DESIGNATION (STRUCTURAL, MECHANICAL,

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DRAWING NUMBER

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GENERAL INDEX OF DRAWINGS

TITLE OF DRAWING

GENERAL

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LOCK

DESCRIPTION

PLAN SET INDEX

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Sheet ID

PLAN SET

ID NO.

SHEET

PLAN SET ID

GATE HEIGHT CHART

GATE HEIGHT (FT)

UPSTREAM

GATE HEIGHT (FT)

DOWNSTEAM

PARTS

33FT

27FT

25FT

23FT

HT IND

PARTS SG001

33FT G-001

27FT G-001

25FT G-001

23FT G-001

HT IND G-001

PLAN SET INDEX

LD679MG_G-003XXX.DGN

LD679MG_G-002XXX.DGN

LD679MG_G-001XXX.DGN

DRAWING FILE NAME

ABBREVIATIONS, LEGEND AND SYMBOLS

INDEX OF DRAWINGS AND PLAN SETS INDEX

COVER SHEET

TO BE SUPPLIED BUT ARE NOT UTILIZED FOR THE MITER GATE ASSEMBLIES.

THE 'PARTS' PLAN SET ID DRAWINGS ARE FOR SEPARATE PARTS THAT ARE 6.

COMMON TO ALL GATE HEIGHTS.

THE 'HT IND' PLAN SET ID DRAWINGS FOR COMMON ASSEMBLIES & PARTS

THE '23FT', '25FT', '27FT', AND '33FT' PLAN SET ID DRAWINGS REFERENCE5.

DESIGNATIONS.

THE 'PARTS' PLAN SET ID DRAWINGS UTILIZE THE 'SG' AND 'SA' DISCIPLINE

'33FT' PLAN SET ID DRAWINGS UTILIZE THE 300 SERIES OF SHEET NUMBERS.

THE 100 AND 200 SERIES OF SHEET NUMBERS. THE '23FT', '25FT', '27FT', AND

FOR PLAN SET ORGANIZATION, THE 'HT IND' PLAN SET ID DRAWINGS UTILIZE 4.

SHEET. THE SHEET ID BLOCK CONTAINS THE FOLLOWING INFORMATION:

ON THE SHEET ID BLOCK IN THE LOWER RIGHT HAND CORNER OF EACH

IN ORDER TO NAVIGATE THE PLAN SET, THE CONTRACTOR SHOULD FOCUS 3.

SUBCOMPONENT SHEETS UNDER THE PLAN REFERENCE SET.

THE PLAN SET IS DIVIDED INTO PLAN REFERENCE SETS, WITH 2.

TO ALLOW THE CONTRACTOR TO MORE EASILY NAVIGATE THRU THE SET.

OF THIS SHEET IS TO PROVIDE A DESCRIPTIVE OVERVIEW OF THE PLAN SET

THIS SHEET EXPLAINS THE GENERAL LAYOUT OF THE PLAN SET. THE INTENT 1.

DRAWING SET LAYOUT

MITER GATE ANCHOR BAR ASSEMBLIES

33 FOOT MITER GATES

27 FOOT MITER GATES

25 FOOT MITER GATES

23 FOOT MITER GATES

MITER GATES HEIGHT INDEPENDENT COMPONENTS

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DRAWING AREA TITLE

DRAWING AREA TITLE

SCALE: NTS

SCALE: X" = 1'-0"

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SYMBOLS

AMERICAN WELD SOCIETYAWS

AVERAGEAVG

AND MATERIALS

AMERICAN SOCIETY OF TESTING ASTM

ARCHITECT, -URAL, -UREARCH

APPROXIMATE, APPROXIMATELYAPPROX

ALUMINUMALUM

ALTERNATEALT

STEEL CONSTRUCTION

AMERICAN INSTITUTE OF AISC

ADJUSTABLE OR ADJACENTADJ

ADDITIONALADDL

ANCHOR BOLTAB

BETWEENBTWN

BTM BOTTOM

BEARINGBRG

BP BASE PLATE

BO BOTTOM OF

BEAMBM

BUILDINGBLDG

BHN BRINNELL HARDNESS

BC BOLT CENTER

BENTB

DOWELDWL

DRAWINGDWG

DETAILDTL

DOWNSTREAMDS

DEAD LOADDL

DIMENSIONDIM

DIAGONALDIAG

DIAMETERDIA OR Ø

DEMOLISH OR DEMOLITIONDEMO

DOUBLEDBL

DEFORMED ANCHOR STUDDAS

DEPTHD

HEIGHT OR HEAT TREATHT

HORIZONTALHORIZ

HEADERHDR

HEADED ANCHOR BOLTHDAB

HEADED CONCRETE ANCHORHCA

GYPSUM BOARDGYP

GENERAL OR GENERATORGEN

GENERAL CONTRACTORGC

GRADE BEAMGB

GALVANIZEDGALV

GAUGEGA

EACH WAYEW

EXTERIOREXT

EXPANSION OR EXPOSEDEXP

EXISTINGEXIST

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 STRUCTURAL MEMBER(E)

JOINTJT

JOISTJST

JUNCTION BOXJBOX

KIPS PER SQUARE INCHKSI

LOCATIONLOC

LONG LEG VERTICALLLV

LONG LEG HORIZONTALLLH

LIVE LOADLL

LINEARLIN

LEFT HANDLH

POUND(S)LB, LBS OR #

MONOLITH JOINTMJ

MISCELLANEOUSMISC

MINIMUMMIN

ONE THOUSANDTH OF AN INCHMIL

MAN HOLEMH

MANUFACTURERMFR

MEMBRANEMEMB

MECHANICALMECH

MAXIMUMMAX

MATERIALMATL

MANUALMAN

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

RIGHT HAND OR ROOF HATCHRH

REVISION OR REVISEDREV

REQUIREDREQ'D

REINFORCING, -ED, -MENTREINF

REFERENCEREF

RECESSEDREC

UNIT

REINFORCED CONCRETE MASONRYRCMU

RADIUSR OR RAD

QUANTITYQTY

POLYVINYL CHLORIDEPVC

POUNDS PER SQUARE INCHPSI

POUNDS PER SQUARE FOOTPSF

PROJECTPROJ

PRELIMINARYPRELIM

PRE-MOLDED JOINT FILLERPMJF

PLATEPL

POUNDS PER CUBIC FOOTPCF

PRECAST CONCRETEPCC

TYPICALTYP

TOP OF STEELTOS

TOP OFT.O.

TEMPERATURETEMP

UTILITYUTIL

UPSTREAMUS

UNLESS NOTED OTHERWISEUNO

UNIFIED FACILITIES CRITERIAUFC

ISOLATION JOINTISO JNT

INTERIORINT

INDEPENDENTIND

INCHIN.

INSIDE FACEI.F.

INSIDE DIAMETERID

INSULATED CONCRETE FORMSICF

INTERNATIONAL BUILDING CODEIBC

IN ACCORDANCE WITHIAW

AT@

YARDYD

WELDED WIRE REINFORCEMENTWWR

WEIGHTWT

WORK POINTWP

WITHOUTW/O

WITHW/

WIDTHW

VERIFY IN FIELDVIF

VERTICALVERT

GENERAL VIEW SYMBOLS

NORTH

PLAN

0 1" 2"1/2"

TOP ELEVATION

FRONT SIDEEACH VIEW)

(CENTERED UNDER

VIEW SUBTITLE

ELEVATION INDICATORS

SECTION CUT INDICATORS

DETAIL INDICATORS

DS

US

CUBIC YARDCY

COUNTERSINKCTSK

COUNTERBORECTB

CORROSION RESISTANT STEELCRES

CONTRACTING OFFICERCOR

CONTINUE OR CONTINUOUSCONT

CONSTRUCTION JOINTCONST. JT.

CONSTRUCTIONCONST

CONCRETECONC

COLUMNCOL

CONCRETE MASONRY UNITCMU

CLEAR, -ANCECLR

CENTER LINEC/L

CJP COMPLETE JOINT PENETRATION

CONTROL/CONSTRUCTION JOINTCJ

CAST IN PLACE CONCRETECIPC

CONCRETE EXPANSION ANCHORCEA

CAPACITYCAP

CHANNELC OR CH

CENTER TO CENTERC/C

SLIP-CRITICAL CONNECTIONSC

SYMMETRICALSYM

STRUCTURALSTRUCT

STEELSTL

STIFFENERSTIFF

STANDARDSTD

SQUARE YARDSQ YD

SQUARESQ

SPECIFIEDSPEC'D

SPECIFICATION(S)SPEC

SPACE(S)SP

SLEEVE ANCHORSLV ANCH

SEALANTSLNT

SIMILARSIM

SHEETSHT

SQUARE FOOTSF

SECTIONSEC

SCHEDULESCHED

FABRICATIONFAB

FOOTINGFTG

FOOTFT

FRAMINGFR

FACE OF WALLFOW

FACE OF BUILDINGFOB

FOUNDATIONFND

FLOORFLR

FINISHFIN

FLOOR DRAINFD

FRACTURE CRITICAL MEMBERFCM

CONCRETE COMPRESSIVE STRENGTHf'c

CENTERLINE

BREAK LINE

BREAK LINE

SECTION CUT

GENERAL LEGEND

STRIKED AREA

CENTERLINE

X-###

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X-###

X#

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MITER GATES HEIGHT INDEPENDENT COMPONENTS

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GENERAL

STRUCTURAL

DRAWING NUMBER

AS-BUILT

REF. NO.

SHEET

TITLE OF DRAWING

HEIGHT INDEPENDENT INDEX OF DRAWINGS

DRAWING NUMBER

AS-BUILT

REF. NO.

SHEET

TITLE OF DRAWING

HEIGHT INDEPENDENT INDEX OF DRAWINGS

DRAWING FILE NAMEDRAWING FILE NAME

E-501

E-101

E-001

S-231

S-230

S-229

S-228

S-227

S-223

S-222

S-221

S-220

S-210

S-209

S-207

S-206

S-205

S-204

S-203

S-202

S-201

S-191

S-190

S-189

S-187

S-186

S-185

S-181

DETAILS AND CABLE SCHEMATIC

PLAN AND ELEVATION

ELECTRICAL GENERAL NOTES, ABBREVIATIONS AND SCHEDULE

JACKING BLOCKS

JACKING BLOCKS

BUBBLER DETAILS

BUBBLER LAYOUT AND DETAILS

BUBBLER LAYOUT ELEVATIONS AND SECTIONS

GATE TIMBER PROP DETAILS

BUMPERS

TIPPING LINE AND TIE DOWN PADEYES

BEARING BLOCKS

HANDRAIL DETAILS AND SECTIONS

HANDRAIL DETAILS

WALKWAY DETAILS

WALKWAY DETAILS

WALKWAY SECTIONS

HANDRAIL DETAILS AND ELEVATIONS

WALKWAY SMOOTH HANDRAIL DOWNSTREAM ELEVATION

HANDRAIL UPSTREAM ELEVATION AND DETAILS

WALKWAY PLAN AND DOWNSTREAM ELEVATION

MITER GUIDE

MITER GUIDE

MAINTENANCE LIFTING PADEYE

MAINTENANCE LIFTING ASSEMBLY DETAILS SHEET 3 OF 3

MAINTENANCE LIFTING ASSEMBLY DETAILS SHEET 2 OF 3

MAINTENANCE LIFTING ASSEMBLY DETAILS SHEET 1 OF 3

DOWNSTREAM TIMBER BRACKETS

LD679MG_HI_E-501XXX.DGN

LD679MG_HI_E-101XXX.DGN

LD679MG_HI_E-001XXX.DGN

LD679MG_HI_S-231XXX.DGN

LD679MG_HI_S-230XXX.DGN

LD679MG_HI_S-229XXX.DGN

LD679MG_HI_S-228XXX.DGN

LD679MG_HI_S-227XXX.DGN

LD679MG_HI_S-223XXX.DGN

LD679MG_HI_S-222XXX.DGN

LD679MG_HI_S-221XXX.DGN

LD679MG_HI_S-220XXX.DGN

LD679MG_HI_S-210XXX.DGN

LD679MG_HI_S-209XXX.DGN

LD679MG_HI_S-207XXX.DGN

LD679MG_HI_S-206XXX.DGN

LD679MG_HI_S-205XXX.DGN

LD679MG_HI_S-204XXX.DGN

LD679MG_HI_S-203XXX.DGN

LD679MG_HI_S-202XXX.DGN

LD679MG_HI_S-201XXX.DGN

LD679MG_HI_S-191XXX.DGN

LD679MG_HI_S-190XXX.DGN

LD679MG_HI_S-189XXX.DGN

LD679MG_HI_S-187XXX.DGN

LD679MG_HI_S-186XXX.DGN

LD679MG_HI_S-185XXX.DGN

LD679MG_HI_S-181XXX.DGN

S-178

S-176

S-175

S-174

S-173

S-172

S-171

S-169

S-168

S-167

S-166

S-165

S-164

S-163

S-162

S-161

S-160

S-158

S-157

S-156

S-155

S-153

S-152

S-151

S-150

S-146

S-145

S-142

S-141

S-137

S-136

S-131

S-130

S-128

S-127

S-126

S-125

S-119

S-118

S-117

S-116

S-109

S-108

S-107

S-106

S-105

S-103

S-003

S-002

S-001

G-002

G-001

DIAGONALS - KEEPER PLATE PIN DETAIL

DIAGONALS - TOP ASSEMBLY NUT KEEPER PLATE

DIAGONALS - TOP ASSEMBLY

DIAGONALS - L1 AND L2 GUSSET AND SPACER PLATES

DIAGONALS - U1 AND U2 GUSSET AND SPACER PLATES

DIAGONALS - L0 AND L3 GUSSET AND SPACER PLATES

DIAGONALS - U0 AND U3 GUSSET AND SPACER PLATES

PINTLE GREASE LINE DETAILS SHEET 2 OF 2

PINTLE GREASE LINE DETAILS SHEET 1 OF 2

PINTLE BALL DETAILS AND BOLT DETAILS

PINTLE BUSHING - GREASE GROOVED DETAILS

PINTLE ASSEMBLY DETAILS SHEET 2 OF 2

PINTLE ASSEMBLY DETAILS SHEET 1 OF 2

PINTLE MISCELLANEOUS DETAILS

PINTLE MISCELLANEOUS DETAILS

GATE SECTIONS AT PINTLE

GATE DETAILS AT PINTLE

STRUT HOOD MISCELLANEOUS PARTS

STRUT HOOD DETAILS

STRUT HOOD DETAILS

STRUT HOOD PLAN, ELEVATIONS AND SECTIONS

GUDGEON PIN SECTIONS AND DETAILS

GUDGEON HOOD DETAILS

GUDGEON HOOD SECTION AND DETAILS

GUDGEON HOOD ELEVATION AND SECTIONS

LEFT MITER POST DETAILS AND SECTION

LEFT MITER POST DETAILS AND SECTION

RIGHT MITER POST DETAILS AND SECTION

RIGHT MITER POST DETAILS AND SECTION

QUOIN GIRDER STIFFENER BEAM BRACKET

TYPICAL QUOIN GIRDER DETAILS

VERTICAL BEAM AND GIRDER BRACKET DETAILS

VERTICAL BEAM BRACKET DETAILS

TYPICAL VERTICAL GIRDER DETAILS

TYPICAL VERTICAL GIRDER DETAILS

TYPICAL VERTICAL BEAM DETAILS

TYPICAL VERTICAL BEAM AND GIRDER DETAILS

BOTTOM GIRDER SHEET 4 OF 4

BOTTOM GIRDER SHEET 3 OF 4

BOTTOM GIRDER SHEET 2 OF 4

BOTTOM GIRDER SHEET 1 OF 4

TOP GIRDER SHEET 5 OF 5

TOP GIRDERSHEET 4 OF 5

TOP GIRDER SHEET 3 OF 5

TOP GIRDER SHEET 2 OF 5

TOP GIRDER SHEET 1 OF 5

TOP GIRDER PLAN

GENERAL DOWNSTREAM ISOMETRIC

GENERAL UPSTREAM ISOMETRIC

GENERAL NOTES

INDEX OF DRAWINGS

COVER SHEET

LD679MG_HI_S-178XXX.DGN

LD679MG_HI_S-176XXX.DGN

LD679MG_HI_S-175XXX.DGN

LD679MG_HI_S-174XXX.DGN

LD679MG_HI_S-173XXX.DGN

LD679MG_HI_S-172XXX.DGN

LD679MG_HI_S-171XXX.DGN

LD679MG_HI_S-169XXX.DGN

LD679MG_HI_S-168XXX.DGN

LD679MG_HI_S-167XXX.DGN

LD679MG_HI_S-166XXX.DGN

LD679MG_HI_S-165XXX.DGN

LD679MG_HI_S-164XXX.DGN

LD679MG_HI_S-163XXX.DGN

LD679MG_HI_S-162XXX.DGN

LD679MG_HI_S-161XXX.DGN

LD679MG_HI_S-160XXX.DGN

LD679MG_HI_S-158XXX.DGN

LD679MG_HI_S-157XXX.DGN

LD679MG_HI_S-156XXX.DGN

LD679MG_HI_S-155XXX.DGN

LD679MG_HI_S-153XXX.DGN

LD679MG_HI_S-152XXX.DGN

LD679MG_HI_S-151XXX.DGN

LD679MG_HI_S-150XXX.DGN

LD679MG_HI_S-146XXX.DGN

LD679MG_HI_S-145XXX.DGN

LD679MG_HI_S-142XXX.DGN

LD679MG_HI_S-141XXX.DGN

LD679MG_HI_S-137XXX.DGN

LD679MG_HI_S-136XXX.DGN

LD679MG_HI_S-131XXX.DGN

LD679MG_HI_S-130XXX.DGN

LD679MG_HI_S-128XXX.DGN

LD679MG_HI_S-127XXX.DGN

LD679MG_HI_S-126XXX.DGN

LD679MG_HI_S-125XXX.DGN

LD679MG_HI_S-119XXX.DGN

LD679MG_HI_S-118XXX.DGN

LD679MG_HI_S-117XXX.DGN

LD679MG_HI_S-116XXX.DGN

LD679MG_HI_S-109XXX.DGN

LD679MG_HI_S-108XXX.DGN

LD679MG_HI_S-107XXX.DGN

LD679MG_HI_S-106XXX.DGN

LD679MG_HI_S-105XXX.DGN

LD679MG_HI_S-103XXX.DGN

LD679MG_HI_S-003XXX.DGN

LD679MG_HI_S-002XXX.DGN

LD679MG_HI_S-001XXX.DGN

LD679MG_HI_G-002XXX.DGN

LD679MG_HI_G-001XXX.DGN

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WRAP WELD AROUND END

WELD ACCESS HOLE

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NDT = NON-DESTRUCTIVE TESTING

FCM = FRACTURE CRITICAL MEMBER

DIA = DIAMETER

Ø = DIAMETER

PL = PLATE

TYP = TYPICAL

DS = DOWNSTREAM

US = UPSTREAM

ABBREVIATIONS

FRACTURE CRITICAL MEMBERS

MITER GATE WELDING NOTES

DIMENSIONAL TOLERANCES

GENERAL MITER GATE NOTES

AND PARALLEL WITHIN 0.010 INCH.

TO ASSURE WATER TIGHT JOINTS. WEDGE BLOCKS SHALL BE MACHINED FLAT

CONTACT FACES OF MITER POST WEDGE BLOCKS SHALL BE MILLED AT SPLICES 6.

BOLTED SHALL NOT VARY FROM A TRUE PLANE BY MORE THAN 3/16 INCH.

THE SURFACES OF FRAMING ELEMENTS TO WHICH THE SKIN PLATE IS TO BE 5.

DIRECTIONS BOTH NORMAL TO AND IN THE PLANE OF THE END PLATE.

TO BOTTOM WITH NO POINT MORE THAN 1/8 INCH OUT OF LINE IN THE

THE VERTICAL BEAMS AND VERTICAL GIRDERS SHALL BE STRAIGHT FROM TOP 4.

THE DRAWINGS.

SHALL NOT VARY BY MORE THAN 1/4 INCH FROM THE DIMENSIONS SHOWN ON

BETWEEN THE HORIZONTAL GIRDERS AND BETWEEN THE VERTICAL GIRDERS

TO ASSURE SQUARENESS, COMMON DIAGONAL DISTANCES MEASURED 3.

DIMENSIONS SHOWN ON THE DRAWINGS.

BETWEEN END PLATES SHALL NOT VARY BY MORE THAN 3/16 INCH FROM THE

FOR THE ENTIRE HEIGHT OF THE GATE, THE LENGTH OF THE GATE LEAF 2.

THAN 1/4 INCH.

THE NOMINAL DIMENSION OR DIFFER FROM THE MATING GATE LEAF BY MORE

THE OVERALL HEIGHT OF EITHER MITER GATE LEAF SHALL NOT VARY FROM 1.

TENSION MEMBERS.

ARE REQUIRED, INCLUDING RADIOGRAPHIC TESTING ON BUTT JOINTS IN

WELDING SOCIETY, STRUCTURAL WELDING CODE (AWS D1.5) LATEST EDITION,

IN ADDITION TO THESE REQUIREMENTS, ALL TESTING REQUIRED BY AMERICAN 3.

- ALL CJP ON TIPPING LINE AND TIE DOWN PADEYES.

BENDING.

- 100 PERCENT OF TOP GIRDER BENT FLANGE EXTERIOR SURFACE AFTER

- 100 PERCENT OF FILLET WELDS

MAGNETIC PARTICLE TESTING:2.

DELIVERY TO THE JOB SITE.

ALL TESTS SHALL BE PERFORMED IN THE FABRICATION FACILITY PRIOR TO

BE SUBMITTED BY THE CONTRACTOR AND APPROVED BY THE GOVERNMENT.

A DOCUMENTATION PROCEDURE FOR ALL NONDESTRUCTIVE TESTING SHALL 1.

WELD TESTING

THIS SHEET.

ALL WELDS SHALL BE CONTINUOUS AND WRAPPED TO SEAL, SEE DETAIL A7 ON 11.

MANUFACTURER'S RECOMMENDATIONS PRIOR TO PAINTING.

FILLER MATERIAL SHALL BE APPLIED AND FINISHED IN ACCORDANCE WITH THE

MEETS THE REQUIREMENTS IN THE SPECIFICATIONS PRIOR TO PAINTING. THIS

SHALL BE FILLED WITH AN APPROCED METAL REBUILDING COMPOUND THAT

DAMMING SURFACE THAT WOULD ALLOW WATER TO PASS THROUGH THE LEAF

OFFICER. ALL WELD ACCESS HOLES THAT CREATE AN OPENING IN THE

SHALL NOT BE MADE WITHOUT PRIOR APPROVAL FROM THE CONTRACTING

WELD ACCESS HOLES THAT RESULT IN A HOLE IN THE DAMMING SURFACE 10.

MAY HAVE BEEN OMITTED.

RADIUS MINIMUM. SEE SPECS FOR ADDITIONAL WELD ACCESS HOLES THAT

UNLESS OTHERWISE NOTED, ALL WELD ACCESS HOLES SHALL HAVE A 1-1/2" 9.

WELDING SOCIETY, STRUCTURAL WELDING CODE (AWS D1.5) LATEST EDITION.

REQUIRED IN ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN

WHERE FILLET WELD SIZE IS NOT SHOWN, THE SIZE SHALL BE THE MINIMUM 8.

PENETRATION WELDS ACCORDING TO AWS D1.5 LATEST EDITION.

GOVERNMENT APPROVAL. ALL SPLICES SHALL BE COMPLETE JOINT

SHALL BE CLEARLY SHOWN ON THE SHOP DRAWINGS AND CLOUDED FOR

ALL SPLICES MADE THAT ARE NOT SHOWN ON THE CONTRACT DRAWINGS 7.

GRIND WELDS FLUSH ON ALL BUTT WELDED JOINTS.6.

LATEST EDITION.

AMERICAN WELDING SOCIETY, STRUCTURAL WELDING CODE (AWS D1.5)

PENETRATION (CJP), IN ACCORDANCE WITH THE PROVISIONS OF THE

UNLESS OTHERWISE NOTED, ALL WELDS SHALL BE COMPLETE JOINT 5.

EFFECTIVE LENGTH.

WELDS. LENGTH OF WELD CALLED FOR ON THE DRAWINGS SHALL BE THE

THE SHOP DRAWINGS SHALL CLEARLY DISTINGUISH BETWEEN SHOP AND FIELD 4.

TECHNIQUES.

SPECIFIC WITH REGARD TO THE FILLER METAL AND OTHER FEATURES OF THE

CONTRACTOR'S SPECIFICATIONS ACCOMPANYING SHOP DRAWINGS SHALL BE 3.

APPROVAL IN ACCORDANCE WITH THE SPECIFICATIONS.

WELDING INFORMATION SHALL BE SUBMITTED BY THE CONTRACTOR FOR

SOCIETY AND INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED. DETAILED

WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN WELDING 2.

PROVISIONS OF THE SPECIFICATIONS.

WELDING SOCIETY (AWS D1.5) STRUCTURAL WELDING CODE AND TO THE

TECHNIQUE, WHERE APPLICABLE SHALL CONFORM TO THE AMERICAN

EXCLUDES THE ATMOSPHERE FROM THE MOLTEN METAL. WORKMANSHIP AND

ALL WELDING SHALL BE ELECTRIC ARC WELDING, USING A METHOD WHICH 1.

PINTLE CASTING6.

STRUT HOOD ASSEMBLY5.

ANCHOR BAR ASSEMBLIES4.

MAINTENANCE LIFTING ASSEMBLY3.

TOP GIRDER2.

GUDGEON HOOD ASSEMBLY1.

PLAN SHEETS.

STRUCTURE AND THEIR LOCATIONS ARE IDENTIFIED ON THE APPLICABLE

HIGH-STRENGTH BOLTS, 2014. SLIP-CRITICAL BOLTS ARE REQUIRED ON THIS

WITH RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING

ALL F3125 GRADE A325 BOLTS SHALL BE PRETENSIONED IN ACCORDANCE 15.

SPECIFICATIONS FOR PAINT PRIMER FOR ZINC COATED BOLTS.

GALVANIZED HANDRAIL TO WALKWAY. PAINT ALL BOLTS. SEE

COATED BOLTS FOR BOLTS ATTACHING SEALS, UHMWPE BLOCKS, AND

PLAIN BOLTS ARE TYPICAL THROUGHOUT THE STRUCTURE. USE ZINC 14.

THE GOVERNMENT FOR APPROVAL.

DRAWINGS IN ACCORDANCE WITH SPECIFICATION 05 50 14 AND SUBMIT TO

FABRICATION SHOP DRAWINGS. THE FABRICATOR SHALL PRODUCE SHOP

THESE CONTRACT DRAWINGS ARE NOT INTENDED TO BE USED AS DETAILED 13.

TOUCH UP PAINTED AFTER FINAL TENSIONING.

ALL BOLTED CONNECTIONS SHALL BE PAINTED PRIOR TO INSTALLATION AND 12.

ASTM F436 FOR PRETENSIONED CONNECTIONS WITH LONG SLOTTED HOLES.

WASHERS SHALL BE 5/16-INCH THICK PLATE WASHERS THAT CONFORM TO 11.

CONNECTIONS WITH OVERSIZED HOLES AND SHORT SLOTTED HOLES.

WASHERS SHALL CONFORM TO ASTM F436 FOR PRETENSIONED 10.

LOCATED IN THE CENTER OF THE PANEL WHERE SHOWN.

OTHERWISE SHOWN. DRAIN HOLES, WHERE NOT DIMENSIONED, SHALL BE

ALL DRAIN HOLES SHALL BE FOUR (4) INCHES IN DIAMETER UNLESS 9.

HIGHER THAN 125 MICRO INCHES.

ALL HOLES AND CUT SURFACES SHALL HAVE A SURFACE ROUGHNESS NOT 8.

OBTAIN FINAL DIMENSIONS.

DRAWINGS ARE GENERALLY TO SCALE BUT SHOULD NOT BE SCALED TO 7.

SPECIFICATIONS.

AND FAYING SURFACES SHALL BE PROTECTED AS NOTED IN

SHALL BE PAINTED IN ACCORDANCE WITH THE SPECIFICATIONS. MACHINED

EXCEPT MACHINED SURFACES AND CORROSION RESISTANT SURFACES

ALL EXPOSED STRUCTURAL STEEL OF THE GATES AND APPURTENANCES, 6.

DISTORTIONS DUE TO WELDING.

ALLOWANCES MUST BE MADE FOR MACHINING, SHRINKAGE AND

DIMENSIONS SHOWN OR CALLED FOR ARE FINAL DIMENSIONS AND 5.

USE (H) FREQUENCY OF TESTING.

REQUIREMENTS SECTION 10.2 SAMPLE AND TEST ACCORDING TO ASTM A673,

TESTING TEMPERATURE ZONE 3 SHALL BE USED WHEN APPLYING

GRADE 50 ZONE 3 TOUGHNESS FOR TENSION COMPONENTS. IMPACT

OTHERWISE, SUPPLY ALL STEEL FOR FABRICATION TO MEET ASTM A709

REQUIREMENTS FOR TENSILE COMPONENTS PER A709. UNLESS NOTED

SUPPLY A572 MATERIAL TO MEET A709 GRADE 50 ZONE 3 TOUGHNESS

MARKING) FOUND IN THIS SPECIFICATION. FOR DIAGONAL TERMINATIONS,

SECTION 10.2 (FRACTURE-CRITICAL, F, MATERIAL: TOUGHNESS TESTING AND

STRENGTH LOW ALLOY" GRADE 50. THE REQUIREMENTS OF ASTM A709

SHALL BE ASTM A709 GRADE 50 F TOUGHNESS ZONE 3 STEEL "HIGH

THE SPECIFICATIONS. ALL STRUCTURAL STEEL, UNLESS NOTED OTHERWISE

ALL STRUCTURAL STEEL SHALL BE AS SPECIFIED ON THE DRAWINGS, AND IN 4.

SHOWN ON SHEET S-105.

EACH GATE LEAF SHALL HAVE ITS IDENTIFICATION NUMBER PLATE AS 3.

EACH LEAF.

THE CONTRACT DRAWINGS. SHOP DRAWINGS SHALL BE PRODUCED FOR

WHEN LOOKING DOWNSTREAM. THE RIGHT LEAF IS SHOWN EXCLUSIVELY ON

THE RIGHT LEAF IS ON THE RIGHT HAND SIDE OF THE LOCK CENTERLINE 2.

PINTLE BALLS.

CONTRACTOR SHALL FURNISH GREASED PINTLE BUSHINGS AND GREASED

GOVERNMENT. IF OPTION TO FABRICATE GREASED PINTLES IS EXERCISED,

GOVERNMENT. THE PINTLE BASES WILL BE FURNISHED BY THE

SELF-LUBRICATED PINTLE BUSHING AND BALLS WILL BE FURNISHED BY THE

DRAWINGS. EACH LEAF SHALL HAVE A WALKWAY ASSEMBLY.

BUT OTHERWISE IDENTICAL EXCEPT AS NOTED ON THE CONTRACT

COMPRISED OF ONE RIGHT AND ONE LEFT LEAF WHICH ARE OPPOSITE HAND

IN ACCORDANCE WITH THE SPECIFICATIONS. THE GATE ASSEMBLY IS

ASSEMBLIES AS SHOWN ON THE CONTRACT DRAWINGS AND BID SCHEDULE

FABRICATE, ASSEMBLE, PAINT, AND DELIVER COMPLETE MITER GATE 1.

S-002

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%PRODUCTION DATA 1%

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GENERAL UPSTREAM ISOMETRIC

SCALE: 3/8" = 1'-0"

MITER GUIDES

MITER GIRDER

TOP GIRDER (FCM)

STRUT HOOD

HOOD (FCM)

GUDGEON

BEARING CASTING

QUOIN

QUOIN GIRDER

DIAGONALS

PINTLE ASSEMBLY

BOTTOM GIRDER

VERTICAL GIRDER

VERTICAL BEAM

VERTICAL BUMPERS

HORIZONTAL BUMPER

BEARING CASTINGS

MITER

LIFTING ASSEMBLY (FCM)

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STRUCTURAL NOTES

4'0 2' 8'

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CASTINGS

MITER BEARING

MITER SEAL

TIMBERS

SKIN PLATE

BOTTOM GIRDER

TIE-DOWN PADEYE

QUOIN SEAL CONTACT PLATE

PINTLE ASSEMBLY

QUOIN GIRDER

BEARING CASTING

QUOIN

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1'-1 15/16 "

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OF FLANGE AND GIRDER END PLATE

INTERSECTION OF DOWNSTREAM FACE

WP

FLANGE PL. 1"

PL. 1 1/2"

PLAN - TOP GIRDER (FRACTURE CRITICAL MEMBER)

SCALE: 3/8" = 1'-0" SCALE: NTS

CONTACT PLATE

FLANGE PL. 1"

FLANGE PL. 2 1/2"WEB PL. 1 1/2"

WEB PL. 1"

GATE WEIGHT PLATE, S-109

STIFFENER PL. 1/2"

TRANSVERSE

STIFFENER PL. 1/2"

LONGITUDINAL

WP

PL. 1/4"X4'-0"X1'-0"

"L" FOR LEFT LEAF

W/ 1 1/2" EDGE DISTANCE

1/2" DIA. A307 BOLTS

STIFFENER

LONGITUDINAL

1/4" WELD BEND

SCALE: 3/8" = 1'-0"

WP

FLANGE PL. 2 1/2"

4 7/8 "

/1

/4

2'-4"4'-10"4'-10"4'-10"4'-10"4'-10"4'-10"4'-10"4'-10"2'-4 3/8 "

/2

/2

1'-3 5/16 " 1'-3 11/16 "= 2'-3"

4 SP. @ 9"

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3 3/16 "

9 5/8 "

4 11/16 "

1'- 3/4 " 8'-9 13/16 "23'-7 15/16 "13'-6 5/16 "3'-2 15/16 "10'-1"

6"

/2

/2

1'-3"

11" 1'-3 3/16 "6"9'-2"6"9'-2"6"

7'-0"

7'-0"

SCALE: NTS

6"

1" SPACE TYP.

3" TYP.

1"

R

6"= 4'-4"

8 SP @ 6 1/2"

6"= 4'-4"

8 SP @ 6 1/2"

6"= 4'-4"

8 SP @ 6 1/2"

6"= 4'-4"

8 SP @ 6 1/2"

6"= 4'-4"

8 SP @ 6 1/2"

6"= 4'-4"

8 SP @ 6 1/2"

6"= 4'-4"

8 SP @ 6 1/2"

6"= 4'-4"

8 SP @ 6 1/2"

6"= 4'-4"

8 SP @ 6 1/2"

6"= 4'-4"

8 SP @ 6 1/2"

6"= 4'-4"

8 SP @ 6 1/2"

6"= 3'-9 1/2 "

7 SP @ 6 1/2"

9'- 1/2 "

SEE DETAIL F8 ON THIS SHEET

GATE DESIGNATION PLATE,

SECTION - UPSTREAM TOP GIRDER FLANGE (FRACTURE CRITICAL MEMBER)

21'-8 3/16 "

21'-8 3/16 "

/4

FLANGE PL. 1 1/2"

6" 7 1/2 "

/4

/8

10 3/8 "

5'-8 3/8 "10 SP @ 4'-10" = 48'-4"5'-8 3/8 "

1'-3 15/16 "

HOLES (TYP)

13/16" DIA.

ELEVATION - DOWNSTREAM TOP GIRDER FLANGE (FRACTURE CRITICAL MEMBER)

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M5AMGDS-R

4'0 2' 8'

4'0 2' 8'

4'0 2' 8'

LATCHING PAD EYE-BOLT PATTERN

MITERQUOIN

DOWNSTREAM (TENSION SIDE)

UPSTREAM (COMPRESSION SIDE)

DIAPHRAGM.

CENTER BETWEEN TRANSVERSE STIFFENER AND INTERMEDIATE 2.

SPECIFICATION SECTION 35 20 16.

THE DESIGNATION NUMBER FOR EACH LEAF IS PROVIDED IN 1.

NOTE:

1. SPLICING OF THE TOP GIRDER SHALL NOT BE PERMITTED FLANGE AND WEB SPLICES SHALL BE PERMITTED AT CHANGES IN PLATE THICKNESS AND/OR CURVED GEOMETRY.

NOTE:

US

DS

S-106

A5

S-106

D1

F1

C9

S-108

D1

C9

S-107

D1

S-106

D6

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SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"

A5A1

SCALE: 1" = 1'-0"

DETAIL

SCALE: 1" = 1'-0"

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2 1/4

PL. 1 1/2"

PL. 1"

13/16" DIA. HOLES TYP.

1 1/16" DIA. HOLES TYP.

13/16" DIA. HOLES TYP.

SHEET S-221

PADEYE - SEE

TIPPING LINE

HOLE (TYP)

4" DIA. DRAIN

PL. 2 1/2"X18"

FLANGE RADIUS PRIOR TO BENDING

GRIND R3/8" ON OUTSIDE CORNERS OF

WEB PL. 1"

PL. 2 1/2"X18"

SHIM PACK

WEB PL. 1"

PL. 1/2"

PL. 1 3/8"

PL. 1/2"X6"

WEB PL. 1 1/2"

PL. 2 1/2"X18"

CORNERS OF FLANGE RADIUS

GRIND R3/8" ON OUTSIDE

HOLE

4" DIA.

WEB PL. 1 1/2"

PL. 1"X18"

HOLE (TYP)

4" DIA. DRAIN

W.P.

3'-8 3/4 "8 1/2"

/4

/8

/2

/2

/2

/2

/2

/4

3 1/2 "

3 1/2 "

2'-4 1/8 "

/4

3 1/4 "

/2

/2

/2

/2

/1

/1

/4

/1

/4

7 1/4 "

1'-1"

2'-8 3/16 "4'-10"

1'-1 13/16"

HOLE

13/16" DIA.

/4

/8

/2

/2

/2

/2

/2

/4

3 1/2 "3 1/2 "

/1

1 1/4 " 1 1/4 "

/8

/2

/2

/2

/2

/2

/4

/2

/2

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.8

1"

PL. 1 1/2"

/8

6 3/4 "6 3/4 "

8'-9 13/16 " 1'- 11/16 "

2'-8 3/16 " 4'-10" 1'-8 11/16 "

1'-10"

8'-11 1/4 "

/2

/1

/4

/1

/2

/2

/4

4 3/4 "

/1

/8

/1

/1

5"6 1/2 "6 1/2 "

/4

/1

/4

7 3/4 "

4 3/16 "4 3/16 "1'-2 1/8 "4'-2"2 1/4 "

2 1/2 "

3'-8 1/8 " 3'-11 13/16 " 1'-3 5/16 "

4'-1 5/16 "5'-3 11/16 "4'-1 5/16 "

1'-9 1/4 "6" 6"1'-7 1/16 "

/4

/4

/2

9 13/16 "11 SPACES @ 4" = 3'-8"9 7/8 "

DETAIL - QUOIN END DETAIL - MITER END

= 2'-4 3/4"

5 SP @ 5 3/4"

11 1/2 "= 11 1/2 "

2 SP @ 5 3/4"

2"

1 3/16" DIA. HOLE

10"

2 1/4 "2 1/4 "

1 1/16" DIA. HOLE

PL. 1 1/4"X8 1/4"X5'-10"

PL. 1 1/4"X8 1/4"X5'-10"

QUOIN END PLATE

TOP GIRDER MITER END PLATE

TOP GIRDER

9'- 1/2 " 9'- 1/2 "

10'-8"

1'-8 11/16 "

DETAIL - TOP GIRDER DOWNSTREAM FLANGE PLATE

HOLE

1 3/16" DIA.

R

DIA. HOLE

13/16"

HOLE

DIA.

13/16"

10 SP @ 5" = 4'-2"

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S-109-D5

S-108-D8

S-106-A1

S-109-A1

(BELOW WEB)

S-107-A1

S-109-D1

0 1' 2'6"0 1' 2'6"

0 1' 2'6"0 1' 2'6"

TOP

GUDGEON HOOD ATTACHMENT ANGLES NOT SHOWN FOR CLARITY. SEE S-335-D1.1.

NOTE:

TOP GIRDER END TAPER GEOMETRY AT MITER END SYMMETRICAL TO QUOIN END. SEE DETAIL.1.

NOTE:

C/L QUOIN GIRDER C/L VERTICAL BEAM

SHEET S-221

PAD EYE - SEE

C/L TIPPING LINE

C/L 4" DIA. DRAIN HOLES (TYP)

C/L PIN

C/L VERTICAL BEAM

C/L BEARING

R '-9 /2

R /2

C/L TIPPING LINE

R

R

2.5

C/L BEARING

SEE SHEET S-105 FOR BOLT HOLE SPACINGS.1.

NOTE:

GIRDER

MITER

C/L

5/16

5/16

5/16

5/16

5/16

5/16

CJP

CJP

CJP

CJP

.4 3°

.4 4°36

.8 7°

18.44°

18.43°

36.87°

S-107-A7

SIDE

5/16

S-107

A5

S-108

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SCALE: 1" = 1'-0"

SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0"

DETAIL

SCALE: 1 1/2" = 1'-0" SCALE: 1" = 1'-0"

DETAIL - PLATE

FOR 1" DIA. BOLTS

1 1/16" DIA. HOLES

2'-6 15/16 "

/8

1/2 "2'-6 7/16 "

6"1'-5 1/2 "

2'-6 15/16 "

/2

2"

/2

4"4"3"

3"

R

5 1/2 "8"8"5 1/2 "1 1/2 "

2'-6"

/2

/2

8"

PL. 1/4"

FOR 1" DIA. BOLTS

1 1/16" DIA. HOLES

DETAIL

PL. 2 1/2"

UPSTREAM FLANGE

TO MEET GIRDER END PLATE

BEVEL AT END OF PLATE

R

R6

6 5/8 " 1'-6"

1/2 "8'- 1/16 "

/8

PL. 1 3/8"

/8

9 1/4 "1'-1 1/2 "1'- 1/4 "9"1'-1"

R

10 15/16 "1'-6"2"

2'-6 15/16 "8 5/8 "4'-9"

/4

/2

/2

/1

/1

/4

4 1/2 "

6'-10 5/16 "1'-2 1/4 "

8'- 9/16 "

WEB PL. 1"

FLANGE PL. 1"

1 1/16" DIA. HOLES

HOLE (TYP)

4" DIA. DRAIN

PL. 1/2"

STIFFENER

1 1/16" DIA. HOLE

HOLE 1'-0"X2'-0"

DIAGONAL ACCESS

1 1/16" DIA. HOLE

FLANGE PL. 2 1/2"

3 1/2 "3 1/2 "

/4

/2

/4

1'-2 1/8 "4"

/8

/1

1'-2 7/8 " 4" 4"

/4

6 3/4 "6 3/4 "

/2

/4

3 1/2 "3 1/2 " 5 1/4 "5 1/4 "8"5 1/4 "5 1/4 "

4"

/8

/2

3"

R

3 1/2 "

4'-10" 4'-10"

5 SP @ 4" = 1'-8"1'-7"5 SP @ 4" = 1'-8"

/4

S

P

/2

/1

/2

/2

S

P

/2

/2

/4

/8

S

P

/4

/4

/4

/8

S

P

/4

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DETAIL - TOP GIRDER UPSTREAM FLANGE PLATE

11 SPACES @ 5 3/4" = 5'-3 1/4 "

4 1 /2

4 1 /2

5 7/8 "

(12 PLACES)

HOLES

1 3/16" DIA.

HOLE (TYP)

1 3/16" DIA.

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1' 2'0 6" 1' 2'0 6" 0 1' 2'6"

0 1' 2'6"

1' 2'0 6"

1 REQUIRED PER LEAF, 2 PER SET1.

NOTE:

3 REQUIRED PER LEAF, 6 PER SET1.

NOTE:

1 REQUIRED PER LEAF, 2 PER SET1.

NOTE:

TOP

SIDE

DIAGONAL ACCESS COVER PLATE

GIRDER

C/L VERTICAL

BEAM

C/L VERTICAL

C/L GATE

DOWNSTREAM

UPSTREAM

2.5

TOP

SIDE

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D1 D5

SECTION

SCALE: 1 1/2" = 1'-0"

DETAIL

SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0"

/4

2'-3 9/16 "

11 7/16 "

7 7/16 "

3 7/16 "

/4

/4

/4

/2

/2

13/16" DIA. HOLE

HOLE (TYP)

1 1/16" DIA.

1/2 "

/4

/4 " 4

/2

/2

3 9/16 "

9 9/16 "

1'-1 9/16 "

1 1/16" DIA. HOLES

/2

/2

2'-1 5/8 "

3 15/16 "3 SP @ 6" = 1'-6"

2 13/16 "

/4

2'-1 5/8 "

WEB PL. 1"

6'-0"

PL. 1"

A7

DETAIL

SCALE: 1 1/2" = 1'-0"

DETAIL

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PL. 2 1/2"PL. 1"

140.38°

DETAIL

PL. 3/4"X1'-3 3/4"

PL. 3/4"X1'-1"

PL. 1"

WEB

39.62°

/4

R

3'-4 7/16 "

1'-8 7/8 "1'-7 9/16 "

/2

/8

.9

126.87°

SCALE: 1 1/2" = 1'-0"

D8

SCALE: 1 1/2" = 1'-0"

DETAIL - TOP GIRDER MITER END PLATE

1'-8 3/8 "

/4

3/4 "

/8

/4

/8

4 11/16 " 5 1/2 " 5 1/2 " 4 11/16 "

FOR 1 1/4" DIA. UNC-2A (TYP)

TAP HOLES FULL DEPTH

3/4 "

PL. 1/2"X6"X5'-8 1/2"

TRANSVERSE STIFFENER

STIFFENER PL. 1/2"X6 3/8"

LONGITUDINAL

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1' 2'0 6" 1' 2'0 6" 1' 2'0 6"

TOP

SIDE

TOP

SIDE

VERTICAL BEAM AND SKIN PLATE NOT SHOWN FOR CLARITY.1.

NOTE:

DS US

WEB

TOP GIRDER

C/L

WEB

TOP GIRDER

C/L

1' 2'0 6" 1' 2'0 6"

TOP

SIDE

5/16

5/16

5/16

5/16

5/16

5/16

5/16

5/16

5/16

CJP

5/16

5/16

5/16

5/16

5/16

5/16

A4

D5

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SCALE: NO SCALE

WITH 1 1/2" EDGE DISTANCE

1/2" DIA. A307 BOLTS

PL. 1/4"X4'-0"X1'-0"

STIFFENER

LONGITUDINAL

1/4" WELD BEAD

1" SPACE (TYP)

3" (TYP)

1"

R

2 1 /2

R

R

R

R

R

3/4 "

3/4 "

2 9/16 "8 1/2 "

1'-7 1/2 "

1'-8 1/8 "

1'-11 5/8 "

2 7 /8

.6

PL. 1"

1/

R

R

/1

R

/2

R

R

/2

R

R

88.32°

.4

.8

.9

1 3/1 6 "

/1

3'-10 9/32"

4'-5 25/32"

5'-3 29/32"

4 1/2 "

4 1/2 "

4 1/2 "

4"

/1

/8

2 1/2 "1'-4 1/8 "1 5/8 "

1'-11 5/16 "

5 17/32" 7/16 "

/3

2 25/32"

/3

/3

/3

/3

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DETAIL DETAIL - TOP GIRDER QUOIN END PLATE DETAIL - GATE WEIGHT PLATE

DETAIL - QUOIN END EXTENSION WEB PLATE

R

/8

/4

/8

/4

2'-2 1/16 "

2'-1 5/16 "

TYP.

FOR 1 1/4" DIA., UNC-2A,

TAP HOLES FULL DEPTH

4 7/8 "5 1/2 "5 1/2 "10 1/4 "

SCALE: 3" = 1'-0"

SCALE: 3" = 1'-0" SCALE: 3" = 1'-0"

29/32"

1'-6 13/16 "

/8

3"

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XXX,XXX LB

CENTER BETWEEN TRANSVERSE STIFFENER AND INTERMEDIATE DIAPHRAGM.2.

FOR APPROVAL.

THE FINISHED GATE LEAF LIFTING WEIGHT SHALL BE SUBMITTED TO THE CONTRACTING OFFICER 1.

NOTE:

US

DS

TOP

SIDE

SIDE

TOP

6"0 3" 1'6"0 3" 1'

6"0 3" 1'

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PL. 1" (WEB)

(DOWNSTREAM FLANGE)

PL. 1 1/2"X1'-6"

PL. 1/2"X8" (TYP)

STIFFENER

WEB PL. 1"

GIRDER LOCATION

TYPICAL VERTICAL

HOLE, TYP.

4" DIA. DRAIN

BEAM LOCATION

TYPICAL VERTICAL

SEE SHEET S-118

DOWNSTREAM FLANGE PL. 1 1/2"

SILL BEARING PL. 1 1/8"

SEE SHEET S-118

UPSTREAM FLANGE PL. 1 3/4"

COVER PLATE COVER PLATE COVER PLATE

WEB PL. 1"

UPSTREAM FLANGE

PL. 1 3/4"X9 1/2"

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59'-0" (UPSTREAM FLANGE)

1'-6 3/8 "

2'-1"

60'-1/2"

R

1'- 3/8 "

1'- 3/8 "

2'-5"

2'-5"

6"

61'-4 13/16"

1'-10 7/16 "4'-10"10 SPACES @ 4'-10" = 48'-4"

6"

DETAIL - BOTTOM GIRDER WELDMENT

SILL BEARING PL. 1 1/8"X1'-0"

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S-119-A1 S-119-D1

S-118-A1

S-118-A1

S-119-A1S-119-D1 S-119-D1

S-119-D1

A

0 2' 4'1'

ON SHEET S-118.

FOR HOLE SIZE AND SPACING, SEE UPSTREAM FLANGE BOLT HOLE DETAILS 1.

STRUCTURAL SHEETS

UPSTREAM ELEVATION

MITER QUOIN

PLAN

DOWNSTREAM ELEVATION

POST

C/L MITER

C/L 2" DIA. DRAIN HOLES

GIRDER

C/L QUOIN

S-117

D1

S-117

A1

S-117

D5

S-117

D8

S-117

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SECTION

SCALE: 1 1/2" = 1'-0"

DETAIL

SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0"

DETAIL

SCALE: 1 1/2" = 1'-0"

DETAIL

SCALE: 1 1/2" = 1'-0"

DETAIL

SCALE: 1 1/2" = 1'-0"

DETAIL

SEE SHEET S-119

COVER PLATE

UPSTREAM FLANGE

PL. 1/2" PL. 1 3/4"

PL. 1"

PL. 1 1/2"

PLATE 1 1/8"

SILL BEARING

PL. 1 1/2"X1'-6" (TYP)

PLATE

SILL BEARING

PL. 1 3/4"X9 1/2" (TYP)

TYP)

1 1/16" DIA.

DIA. (TYP)

1 1/16"

COVER PLATE 1/2"

BOTTOM GIRDER

DIA. (TYP)

1 1/16"

PL. 1" (TYP)

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4" DIA. DRAIN

SIDES OF WEB

TYPICAL FOR BOTH

STRIKE AREA FLAT,

WEB PLATE

EDGE OF

BOLTS (TYP)

COUNTERSUNK

HEAD DRIVE

ASTM A449 SOCKET

/2 "1

/2 " (T

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8 13/16 "5"6"9"9"6 15/16 "

3'-8 3/4 "

4'- 1/2 "

/1

/1

7"

3 1/2 " 7"

/2

2 1/4 "2 1/4 "

4 1/2 "

/2

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4"4"3 3/4 "4 7/8 "6"

5"

/8

/8

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/4

/8

/8

/8

/2

/8

/8

/8

/4

/8

1'-5 3/8 "

5"

/8

/8

/4

/2

/4

/4

/2

2 1/2 "

1" R

1'-10 7/16 "3 3/4 "

11 1/2 "

SEE DETAIL ON S-162

1.125 DIA. (TYP)

FOR TURNED BODY BOLTS

1.125 DIA. HOLES

DIA. (TYP)

1 1/16"

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18.7°

.3

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S-118-A1

S-118-A1

1' 2'0 6"1' 2'0 6"1' 2'0 6"

1' 2'0 6" 1' 2'0 6" 1' 2'0 6"

DS US

C/L STIFFENER

US

DS

-0.000

+0.004

-0.004

+0.000

C/L QUOIN GIRDER

C/L STIFFENER

C/L STIFFENER

1/4

1/4

5/16

5/16

1/4

1/4

REFER TO DETAIL A7 ON SHEET S-164 FOR 1 1/4" DIAMETER GREASE LINE HOLE.1.

NOTE:

5/16

(5/16)

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SCALE: 3/8" = 1'-0"

SCALE: 3/8" = 1'-0"

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DETAIL - SILL BEARING PLATE

DETAIL - DOWNSTREAM FLANGE BOLT HOLE

DETAIL - UPSTREAM FLANGE BOLT HOLE

2'-7"

/2

3'-0"3"

5"

1'-6"

4"

4'-6"

4"

4'-6"

4"

1'-6"

5"

5'-6"

5"

1'-6"

4"

4'-6"

4"

4'-6"

4"

1'-6"

5"

5'-6"

5"

1'-6"

4"

4'-6"

4"

4'-6"

4"

1'-6"

5"

3'-0"

3"

59'-0"

/4 " 4

/4

5 1/2 " 4 1/2 " 5 1/2 " 4 1/2 " 5 1/2 " 4 1/2 " 5 1/2 " 4 1/2 " 5 1/2 " 4 1/2 " 5 1/2 " 4 1/2 " 5 1/2 " 4 1/2 " 5 1/2 " 4 1/2 " 5 1/2 " 4 1/2 " 5 1/2 " 4 1/2 " 5 1/2 " 4 1/2 " 5 1/2 "

1'-2 3/4 "6"

2 3/4 "6"

/4

/4

R

1'-10" 3"

/4

/2

/4

6"5 1/4 "3"

60'- 1/2 "

R

1'-10" 3"

/4

/2

/4

6"5 1/4 "3"

5 1/2 " 4 1/2 " 5 1/2 " 4 1/2 " 5 1/2 " 4 1/2 " 4 1/2 "5 1/2 " 5 1/2 "

60'-0"

6" 2 1/4 "

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

5 1/2 "

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

4 1/2 " 5 1/2 "

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

4 1/2 " 5 1/2 "

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

4 1/2 " 5 1/2 "

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

4 1/2 " 5 1/2 "

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

4 1/2 " 5 1/2 "

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

4 1/2 " 5 1/2 "

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

4 1/2 "

= 3'-6"

7 SP @ 6"

= 2'-0"

4 SP @ 6"

8 1/4 " = 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

8 1/4 " = 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

= 2'-0"

4 SP @ 6"

= 2'-6"

5 SP @ 6"

- 9 HOLES

1 1/16" DIA.

- 56 HOLES

13/16" DIA.

- 24 HOLES

1 1/16" DIA.

- 56 HOLES

13/16" DIA.

- 56 HOLES

13/16" DIA.

- 24 HOLES

1 1/16" DIA.

- 24 HOLES

1 1/16" DIA.

PL. 1 3/4'

- 2 HOLES

1 1/16" DIA.

BOLTS, TYP.

COUNTERSUNK

BORED FOR 3/4"

13/16" DIA. HOLES

13/16" DIA., TYP.

13/16" DIA., TYP.

PL. 1 1/8"

PL. 1 1/2"

- 3 HOLES

1 1/16" DIA.

COUNTERSUNK, TYP.

13/16" DIA. HOLES

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4'0 2' 8'

4'0 2' 8'

4'0 2' 8'

ELEVATION

ELEVATION

ELEVATION

1 REQUIRED PER LEAF, 2 PER SET2.

USE COUNTERSUNK BOLTS FOR CONNECTING THE SILL BEARING PLATE TO THE DOWNSTREAM FLANGE.1.

NOTE:

QUOIN MITER

QUOIN MITER

QUOIN MITER

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SCALE: 1 1/2" = 1'-0"

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PL. 1/2"

2"

R

13/16" DIA. (TYP)

2"

R

13'-3"

/4

/2

/4

1'-5"9"4'-1"9"4'-1"9"1'-5"

/1

/4

2 1/16 " 2 1/16 "

/2

13'-3"

/4

/4

/2

1'-5"9"3'-10 1/2 "1'-2"3'-10 1/2 "9"1'-5"

/2

/1

/4

2"10"2"

/1

/4

2 1/16 " 2 1/16 "

HOLE

1 1/16" DIA.

DETAIL - UPSTREAM FLANGE OUTER COVER PLATE

DETAIL - UPSTREAM FLANGE MIDDLE COVER PLATE

1 1/2 "3 SP @ 6" = 1'-6"4"9 SP @ 6" = 4'-6"4"9 SP @ 6" = 4'-6"4"3 SP @ 6" = 1'-6"1 1/2 "

1 1/2 "3 SP @ 6" = 1'-6"4"9 SP @ 6" = 4'-6"4"9 SP @ 6" = 4'-6"4"3 SP @ 6" = 1'-6"1 1/2 "

13/16" DIA. HOLE

DIA. HOLE

13/16"

DIA. HOLE

13/16"

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1' 2'0 6"

1' 2'0 6"

1 REQUIRED PER LEAF, 2 PER SET1.

NOTE:

2 REQUIRED PER LEAF, 4 PER SET1.

NOTE:

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SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0"

SECTION

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SEE S-105

TOP GIRDER

SEE S-105

TOP GIRDER

BRACKET ANGLE

BRACKET ANGLE

UPPER BRACKET

VERTICAL GIRDER

GIRDER END ANGLEBEAM END ANGLE

UPPER BRACKETS

VERTICAL BEAM

VERTICAL BEAM

VERTICAL BEAM

VERTICAL GIRDER VERTICAL GIRDER

BEAM END ANGLE

GIRDER END ANGLE

SEE S-116

BOTTOM GIRDER

SEE S-116

BOTTOM GIRDER

BRACKET ANGLE

LOWER BRACKET

VERTICAL BEAM

JOINTS WITH AN APPROVED FILLER MATERIAL.

GIRDER FLANGES AT SKIN PLATE VERTICAL

BETWEEN THE BOTTOM GIRDER AND VERTICAL

SEAL OPENING IN THE DAMMING SURFACE

SEE S-332

SKIN PLATE

SEE S-332

SKIN PLATE

SEE S-332

SKIN PLATE

SEE S-332

SKIN PLATE

JOINTS WITH AN APPROVED FILLER MATERIAL.

BEAM FLANGES AT SKIN PLATE VERTICAL

BETWEEN THE BOTTOM GIRDER AND VERTICAL

SEAL OPENING IN THE DAMMING SURFACE

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S-130-D1

S-128-A7

S-131-D6

S-130-E1

S-128-E7

S-126-A5

S-126-A5

S-130-A6

S-130-A8

S-130-E1

S-131-A1

S-326-A1

S-326-A1 S-327-A1 S-327-A1

S-130-A1

2'0 1' 4'2'0 1' 4'

DS US

DS US

DS US

DS US

C/L C/L

C/LC/L C/L C/L

C/LC/L

DIAGONALS NOT SHOWN FOR CLARITY.1.

NOTE:

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C5

A5

SCALE: 1 1/2" = 1'-0"

SCALE: 1 1/2" = 1'-0"

SCALE: 1 1/2" = 1'-0"

DETAIL

SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0"

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-1 x x x .d g n

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DETAIL - DOWNSTREAM SIDE DETAIL - UPSTREAM SIDE

DETAIL - BOTTOM END ANGLE AT END JACKING BLOCKS

DETAIL - TYPICAL BEAM END ANGLE

HOLES

1 1/16" DIA.

HOLES

1 1/16" DIA.

HOLES

1 1/16" DIA.

HOLES

13/16" DIA.

3 7/16 "3"3"3 7/16 "

1'- 7/8 "

/1

/4

/4

/4

4 3/16 " 4 3/16 "

1'- 7/8 "

/2

1'-10 3/8 "2 1/8 "

/4 "9

/1

5 1/2 "4"5"4"3 7/8 "

2'- 1/2 "

1'-10 9/16 "

3/

R

3 3/8 "4"5"4"3 3/8 "

/1

/1

4"9"4"1 3/8 "

1'-7 3/4 "

3 3/8 "4"5"4"3 3/8 "

/1

/1

4"4 1/2 "4 1/2 "4"1 3/8 "

1'-7 3/4 "

/8

R

/4

1'-9 9/16 "2 15/16 "

/4

4"5"4"3 3/8 "

/1

QUOIN END

3" FOR TOP

3 1/4 " (TYP)

3 1/4 " 3

/1

L 6"X6"X1/2"

L 6"X6"X1/2"

SLOTTED HOLES, TYP.

TRANSVERSE

1 1/16"X1 5/16"

SLOTTED HOLES, TYP.

TRANSVERSE

1 1/16"X1 5/16"

SLOTTED HOLES, TYP.

TRANSVERSE

1 1/16"X1 5/16"

SLOTTED HOLES, TYP.

TRANSVERSE

1 1/16"X1 5/16"

HORIZ. LEG

VERT. LEG

HORIZ. LEG

VERT. LEG

HOLES, (TYP)

13/16" DIA.

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SHEET ID

®of Engineers

US Army Corps

U .S

A

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1' 2'0 6"

1' 2'0 6" 1' 2'0 6"

1' 2'0 6"

1' 2'0 6"

ASTM A36 - 4 PER LEAF, 8 PER SET1.

NOTE:

ASTM A36 - 28 PER LEAF, 56 PER SET1.

NOTE:

TOP

BOTTOM

TOP

BOTTOM

TOP

BOTTOM

TOP SIDE

TOP SIDE

A N

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E N

A M

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S-127

A1 A5

E5

A9

DETAIL - DS SIDE

SCALE: 1 1/2" = 1'-0"SCALE: 1" = 1'-0"SCALE: 1 1/2" = 1'-0"

DETAIL

SCALE: 1 1/2" = 1'-0"

SECTION

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HOLES

1 1/16" DIA.

HOLES

1 1/16" DIA.

/2

/2

/2

/2

/2

/8

/8

/1

3/

R

5 5/8 "7 SPACES @ 5 1/4" = 3'- 3/4 "5 5/8 "

HOLES

13/16" DIA.

HOLES

1 1/16" DIA.

HOLES

1 1/16" DIA.

1'-2"

4"6"4"

/1

/4

S P

A C

E S

/4

/2

3/

R

/1

R

3'-9 7/16 "

/4

/2

/8

1 3/16 " 4"4"4"5 15/16 "5 15/16 "4"4"4"3 1/2 "

1 3/16 "

4"4"4"5 15/16 "5 15/16 "4"4"4"3 1/2 "

3'-9 7/16 "2 9/16 "

/4 "8

/8

/1

2 9/16 " 3'-9 7/16 "

4"4"4"5 15/16 "5 15/16 "4"4"4"3 1/2 "

1 3/16 "

1 3/8 "

1 3/8 "

/8

/8

/4

4'-0"

3'-9 1/4 "

DETAIL - VERTICAL GIRDER AT LIFTING ASSEMBLY

PL. 1/2"X4 1/2"x3'-9 1/4" (TYP)

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SHEET ID

®of Engineers

US Army Corps

U .S

A

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IN

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1' 2'0 6"

1' 2'0 6"

1' 2'0 6" 0 1' 2'6"

DS US

TOP

BOTTOM

BOTTOM

DS US

TOP

DS US

TOP

BOTTOM

5/16

5/16

TYP.

1/4

TYP.

TYP.

1/4

TYP.

1/4

1/4

TYP.

A N

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E N

A M

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S-128

E7

M

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SCALE: 1 1/2" = 1'-0"

SCALE: 1 1/2" = 1'-0"

D E

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-1 x x x .d g n

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DETAIL - END VERTICAL GIRDERS UPSTREAM SIDE DETAIL - MIDDLE VERTICAL GIRDER UPSTREAM SIDE

SCALE: 1 1/2" = 1'-0"SCALE: 1 1/2" = 1'-0"

DETAIL - GIRDER TOP END ANGLE

DETAIL - GIRDER BOTTOM END ANGLE

HOLES, TYP.

1 1/16" DIA.

HOLES, TYP.

1 1/16" DIA.

HOLES, TYP.

1 1/16" DIA.

HOLES, TYP.

1 1/16" DIA.

L 6"X6"X1/2"

L 6"X6"X1/2"

1'-2"

3"8"3"

4"6"4"

2"10"2"

1'-2"

/4

/1

2 1/4 "4"8"4"7 7/8 "4"8"4"1 3/4 "

/8

3'-7 7/8 "

/4

1 1/16 "

/1

/1

1 1/16 "

/8

/8

3'-7 7/8 "

1 1/16 "

/1

/4

/4

3'-7 7/8 "

L 6"X6"X1/2"

4 SP @ 4" = 1'-4"5 15/16 "5 15/16 "4 SP @ 4" = 1'-4"

1 15/16 "10 SP @ 4" = 3'-4"1 15/16 "

4 SP @ 4" = 1'-4"5 15/16 "5 15/16 "4 SP @ 4" = 1'-4"

S

P

/2

S

P

/2

S

P

/4

3 1/2 "7"3 1/2 "

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SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

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IN

E E

R S

1' 2'0 6"

1' 2'0 6"

ASTM A36 - 6 REQUIRED PER LEAF, 12 PER SET1.

NOTE:

ASTM A36 - 4 REQUIRED PER LEAF, 8 PER SET1.

NOTE:

1' 2'0 6"1' 2'0 6"

TOP

TOP

BOTTOM

BOTTOM

ELEVATION

PLAN

ELEVATION

PLAN

A N

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E N

A M

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S-130

E1

A1 A6

N E

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SCALE: 1 1/2" = 1'-0"SCALE: 1 1/2" = 1'-0"SCALE: 1 1/2" = 1'-0"

SCALE: 3" = 1'-0"

D E

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DETAIL - BRACKET ANGLE

DETAIL - VERTICAL BEAM UPPER BRACKET DETAIL - QUOIN END UPPER BRACKET DETAIL - MITER END UPPER BRACKET

/4

/4

/4

/4

2 3/16 "1 13/16 "

4"

/8

/4

/8

2 3/16 "1 13/16 "

4"

2 1/4 "4 1/2 "2 1/4 "

3'-8 7/16 "

1 5/8 "

/2

/2

3'-1 1 1 /16

/4

/4

/1

/2

/1

1/2 "

/4

/4

/4

3'-5 1/4 "

/8

/1

3'-7 /16

/4

/2

/4

/4

/2

/4

2 1/4 "4 1/2 "2 1/4 "

/4

2 1/4 "4 1/2 "2 1/4 "

/4

/4

3'-5 1/4 "

/1

/8

3'-7 /16

L 4"X4"X3/8"

HOLES (TYP)

1"X13/16" SLOTTED

HOLES (TYP)

SHORT-SLOTTED

1 1/16"X1 5/16"

SLOTTED HOLES (TYP)

1 1/16"X1 5/16"

SLOTTED HOLES (TYP)

1 1/16"X1 5/16"

HOLES (TYP)

SLOTTED

1 1/16"X1 5/16"

SLOTTED HOLES (TYP)

1 1/16"X1 5/16"

SLOTTED HOLES (TYP)

1 1/16"X1 5/16"

PL. 1/2"

HOLES (TYP)

13/16" DIA.

PL. 1/2" (TYP)

PL. 1/2" (TYP)

PL. 1/2" PL. 1/2"

PL. 1/2" (TYP)

4 7/16 "4 1/2 "4 1/2 "5 1/2 "5 1/2 "5 1/2 "5 1/2 "5 1/2 "3 1/2 "

/2

/2

4 5/8 "4 1/2 "6 1/2 "4 1/2 "5 1/2 "5 1/2 "3 1/2 "

4 5/8 "4 1/2 "5 1/2 "5 1/2 "5 1/2 "5 1/2 "3" 1/2 "

4 5/8 "4 1/2 "5 1/2 "5 1/2 "5 1/2 "5 1/2 "3 1/2 "

4 5/8 "6 1/2 "5 1/2 "4 1/2 "4 1/2 "5 1/2 "3" 1/2 "

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US Army Corps

U .S

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6"0 3" 1'

1' 2'0 6" 1' 2'0 6" 1' 2'0 6"

6 REQUIRED PER LEAF, 12 PER SET1.

NOTE:

17 REQUIRED PER LEAF, 34 PER SET1.

NOTE:

RIGHT LEAF AS SHOWN, LEFT LEAF OPPOSITE HAND2.

1 REQUIRED PER LEAF, 2 PER SET1.

NOTE:

RIGHT LEAF AS SHOWN, LEFT LEAF OPPOSITE HAND2.

1 REQUIRED PER LEAF, 2 PER SET1.

NOTE:

PLAN

SIDE ELEVATION

ELEVATION ELEVATION

PLANPLAN

SIDESIDE

SIDE

PLAN

ELEVATION

1/4

(3/16)

1/4

(3/16)

1/4

(3/16)

1/4

(3/16)

1/4

(3/16)

1/4

(3/16)

1/4

1/4

1/4

1/4

1/4

1/4

1/4

A N

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A M

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S-131

D1 D6

A6A1

SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0"

SCALE: 1 1/2" = 1'-0"

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DETAIL - SKIN PLATE BOLT DETAIL - VERTICAL GIRDER UPPER BRACKET AT U2 DIAGONAL LOCATION

DETAIL - VERTICAL BEAM LOWER BRACKET

SKIN PL. 1/2"

GIRDER FLANGE

VERTICAL BEAM/

WASHER ON BOTH SIDES

HOLES (TYP)

1 1/8" DIA.

SLOTTED HOLES (TYP)

1 1/6" X 1 5/16"

PL. 1/2"

PL. 1/2"

PL. 1/2"

PL. 1/2"

PL. 1/2"

PL. 1/2"

PL. 1/2"

SLOTTED HOLES (TYP)

1 1/16" X 1 5/16"

SLOTTED HOLES (TYP)

1 1/16" X 1 5/16"

SLOTTED HOLES (TYP)

1 1/16" X 1 5/16"

SLOTTED HOLES (TYP)

1 1/16" X 1 5/16"

HOLES (TYP)

13/16" DIA.

HOLES (TYP)

13/16" DIA.

HOLES (TYP)

13/16" DIA.

2 1/4 "4 1/2 "2 1/4 "

9"

/2

2 1/4 " 2 1/4 "

4 1/2 "4 1/2 "

1'-11"

1 11/16 "

/1

1'-11 15/16 "

/2

10" 10"

2'-8"

5 3/8 "

1'-7 9/16 "

1 5/8 "

/2

10" 10"

2'-8"

1'-0"

6"6"

7"

1'-5 1/2 "

1 5/8 "

2 1/2 "4"6 1/2 "6"6 1/2 "4"2 1/2 "

/8

/2

/2

/8

3" 3"

/4

/1

/2

/4

S

P

/1

1/

36.

15°

" 2

2 1/2 "4"6 1/2 "6"6 1/2 "4"2 1/2 "

1'-0"

6"6"

/1

/2

/2

/8

3" 3"

/1

/8

/1

/2

/4

S

P

/8

1'- 3 9 /16

/8

/2

/4

P

/1

/2

/2

/2

S

P

/2

SCALE: NTS

GRADE A325 BOLT

3/4" DIA. F3125

DETAIL - VERTICAL GIRDER UPPER BRACKET AT U1 DIAGONAL LOCATION

/4

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SHEET ID

®of Engineers

US Army Corps

U .S

A

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1' 2'0 6" 1' 2'0 6"

1' 2'0 6"

DOWNSTREAM UPSTREAM

ELEVATION

ELEVATION

PLAN

SIDE

ELEVATION

PLAN

SIDE

SIDEPLAN

1 REQUIRED PER LEAF, 2 PER SET1.

NOTE:

1 REQUIRED PER LEAF, 2 PER SET1.

NOTE:

8 REQUIRED PER LEAF, 16 PER SET1.

NOTE:

(3/16)

1/4

1/4 1/4

TYP.

(3/16)

1/4

TYP.

(3/16)

1/4

1/4

1/4

1/4

1/4

(3/16)

A N

S

E N

A M

E

S-136

SCALE: 1 1/2" = 1'-0"SCALE: 1 1/2" = 1'-0"

DETAIL

SCALE: 1 1/2" = 1'-0"

M

IN

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C

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S

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L O

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S A

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D A

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A

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M

IS

S

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PL. 1/2"

BOTH HOLES

SLOTTED HOLES

1 1/16"X1 3/16" BOTH HOLES

SLOTTED HOLES

13/16"X1"

ON BOTH SIDES

BOTH HOLES

SLOTTED HOLES

13/16"X1"

2" CHAMFER TYP.

PL. 1/2"X3"X1'-6"

PL. 1/2"

PL. 3/4"

C

E

K R

U G

L D

M

G H

I_ S

-1 x x x .d g n

L

G O

E R

G E

N

1/2 "

/8

1 13/16 "

1'-6"

1…