Troy_Lock_Miter_Gate_-_FINAL_PLANS.pdf

PDF 38 MB Posted Jul 13, 2016

Attached to: TROY LOCK AND DAM MITER GATE REPLACEMENT HUDSON RIVER TROY, NEW YORK
Solicitation number: W912DS-16-R-0015
Issued by: Department of the Army Corps of Engineers Engineering District New York

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W912DS-16-R-0015 FINAL PLANS

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File	Type	Posted
W912DS-16-R-0015_AMENDMENT_0008.pdf	PDF	Aug 19, 2016
W912DS-16-R-0015_AMENDMENT_0007.pdf	PDF	Aug 18, 2016
Troy_Lock_Plans_-_AMD-0006.pdf	PDF	Aug 17, 2016
Troy_Lock_Specs_-_AMD-0006.pdf	PDF	Aug 17, 2016
W912DS-16-R-0015_AMENDMENT_0006.pdf	PDF	Aug 17, 2016
W912DS-16-R-0015_AMENDMENT_0005.pdf	PDF	Aug 9, 2016
Plans-AMD-0004.pdf	PDF	Aug 8, 2016
W912DS-16-R-0015-0004.pdf	PDF	Aug 5, 2016
Troy_Lock_Miter_Gate_Pre-Bid_Meeting.pdf	PDF	Aug 4, 2016
CT_SLIDES_PRE-PROPOSAL_CONFERENCE_TROY_LOCK_28_JUL_2016.pdf	PDF	Aug 4, 2016
Amendment_0003_W912DS-16-R-0015.pdf	PDF	Aug 4, 2016
W912DS-16-R-0015_SIGN_IN_SHEET_PRE-PROPOSAL_CONFERENCE_ _SITE_VISIT.pdf	PDF	Aug 4, 2016
AMD-0002-01_33_00-Submittal-Register.pdf	PDF	Jul 27, 2016
AMD-0002-09_97_02-Painting-Hydraulic-Structures.pdf	PDF	Jul 27, 2016
Amendment_0002_W912DS-16-R-0015.pdf	PDF	Jul 27, 2016
AMENDMENT_0001_W912DS-16-R-0015_TROY_LOCK_AND_DAM_MITER_GATES_REPLACEMENT.pdf	PDF	Jul 25, 2016
Troy_Lock_Miter_Gate_-_REFERENCE_DRAWINGS-VOL-3of3.pdf	PDF	Jul 14, 2016
Troy_Lock_Miter_Gate_-_REFERENCE_DRAWINGS-VOL-2of3-.pdf	PDF	Jul 14, 2016
Troy_Lock_Miter_Gate_-_REFERENCE_DRAWINGS-VOL-1of3-.pdf	PDF	Jul 14, 2016
Troy_Lock_Miter_Gate_-_3D_Lock_and_Gates.pdf	PDF	Jul 14, 2016
Troy_Lock_Miter_Gate_-_FINAL_SPECS_Package.pdf	PDF	Jul 13, 2016

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LOCATION

PROJECT

LOCATION MAP

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SITE MAP

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New York District of Engineers

US Army Corps

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Contract:

New York District of Engineers

US Army Corps

TROY LOCK AND DAM

TROY, NEW YORK

MITER GATE REPLACEMENT

O&M General

HUDSON RIVER

FINAL

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MAY 2016

D S -1

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Solicitation: W912DS-16-R-0015

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TITLE OF DRAWING

ID. NO.

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ID. NO.

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TITLE OF DRAWING

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GENERAL NOTES AND LEGEND

INDEX OF DRAWINGS

COVER SHEET

S-205

S-204

S-203

S-202

S-201

MITER GATE WALKWAY ELEVATIONS

DS MITER GATE DOWNSTREAM ELEVATION

DS MITER GATE UPSTREAM ELEVATION

US MITER GATE DOWNSTREAM ELEVATION

US MITER GATE UPSTREAM ELEVATION

S-512

S-511

S-510

S-509

S-508

S-507

S-506

S-505

GIRDER DETAILS

BOTTOM GIRDER

SECOND AND TYPICAL GIRDERS

TOP GIRDER

S-519

S-518

S-517

S-516

SKIN PLATE DETAILS

QUOIN GIRDER DETAILS

QUOIN GIRDER ASSEMBLIES

S-532

S-531

S-530

S-529

S-528

S-527

S-526

S-525

S-524

S-523

S-522

S-521

S-520

S-543

S-542

S-541

S-540

S-539

S-538

S-537

S-536

S-535

MITER GIRDER DETAILS

MITER GIRDER ASSEMBLIES

S-563

S-562

S-561

S-560

MITER GUIDE DETAILS

S-576

S-575

LIFTING EYE DETAILS

S-582

S-581

S-580

SEAL DETAILS

SEAL ASSEMBLY

WALKWAY DETAILS

S-590

S-589

S-588

S-587

S-586

S-585

S-703

S-702

S-701

S-700

RECESS CONCRETE PLACEMENT

RECESS CONCRETE DEMOLITION

CONCRETE WORK SITE PLAN

S-722

S-721

S-720

SILL CONCRETE PLACEMENT

SILL CONCRETE DEMOLITION

S-902

S-901

S-900

MITER GATE WALKWAY ISOMETRIC

DS MITER GATE ISOMETRIC

US MITER GATE ISOMETRIC

S-504

S-503

S-502

S-501

TYPICAL FENDER DETAILS

MITER GUIDE ASSEMBLY

SKIN PLATE ASSEMBLIES

HORIZONTAL GIRDER ASSEMBLIES

N Y

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S-308

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S-306

S-305

S-304

S-303

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S-301

MITER GATE WALKWAY SECTIONS

MITER GATE SECTIONS

MITER GATE WALKWAY PLAN

DS MITER GATE CONTROL DIMENSIONS

US MITER GATE CONTROL DIMENSIONS

DS MITER GATE TOP AND BOTTOM PLAN

US MITER GATE TOP AND BOTTOM PLAN

DESIGN DATA

STRUCTURAL ABBREVIATIONS

GENERAL STRUCTURAL NOTES

S-003

S-002

S-001 S-557

S-556

S-555

DIAGONAL PRESTRESSING NOTES

DIAGONAL DETAILS

DIAGONAL ASSEMBLY

S-734

S-733

S-732

S-731

S-730

QUOIN FINISHING

ANCHORAGE TROUGH DETAILS

ANCHORAGE DETAILS

ANCHORAGE ASSEMBLY

C-102

C-101

GENERAL LOCK DIMENSIONS

GENERAL SITE PLAN

STRUT HOOD DETAILS

STRUT HOOD ASSEMBLY

S-553

S-552

S-551

S-550

S-567

S-566

S-565

GREASE LINE DETAILS

PINTLE DETAILS

PINTLE CONCRETE PLACEMENT

PINTLE CONCRETE DEMOLITION

S-711

S-710

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LEGEND

INDICATES REMOVAL OF CONCRETE

INDICATES PLACEMENT OF CONCRETE

GENERAL NOTES

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PERIOD.

24. CURE TIMES FOR CONCRETE SHALL BE INCLUDED WITHIN THE CONSTRUCTION CLOSURE

ELECTRICAL CODE.

23. ALL TEMPORARY ELECTRICAL REQUIREMENTS SHALL COMPLY WITH NFPA 70, THE NATIONAL

CD.

SEPARATELY FOR EACH SITE ON A READABLE CD WITH THE SITE LABELED CLEARLY ON THE

WILL BE REQUIRED FOR EACH MITER GATE LEAF. PHOTOGRAPHS SHALL BE SUBMITTED

EXISTING CONDITIONS FOR FUTURE USE. CONTRACTOR SHALL ASSUME 20 PHOTOGRAPHS

WITHIN THE DEWATERED LOCK PRIOR TO REWATERING. THE PHOTOGRAPHS SHOULD DEPICT

22. THE CONTRACTOR SHALL TAKE DIGITAL PHOTOGRAPHS OF THE COMPLETED WORK FROM

EMBEDDED WALL QUOIN PLATES DURING CONCRETE REMOVAL.

SAWCUTTING IS INACCESSIBLE. GREAT CARE SHALL BE TAKEN TO AVOID DAMAGING THE

21. CONTRACTOR SHALL HAND CHIP CONCRETE SURROUNDING THE PINTLES WHERE

CONCRETE REMOVAL AREAS EVEN WHEN NOT SHOWN ON THE DRAWINGS.

20. A 3-INCH MINIMUM SAWCUT, UNLESS NOTED OTHERWISE, SHALL BE REQUIRED ON ALL

BE SEPARATE FROM CONCRETE FORMWORK.

EMBEDDED METALS, ETC. PRIOR TO ERECTION OF CONCRETE FORMWORK. ALL STEEL SHALL

19. CONTRACTOR SHALL PLACE AND SECURE IN POSITION ALL ANCHORS, REINFORCING,

BENDING IN THE FIELD AFTER INSTALLATION WILL NOT BE PERMITTED.

18. ALL 90 (DEGREE SYMBOL) BENT ANCHORS SHALL BE BENT PRIOR TO INSTALLATION. COLD

DISTURBED DURING WORK (e.g. RAILINGS, PAVEMENT, GRASS, SIDEWALKS, STRUCTURES)

17. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING/RESTORING ANY ITEMS DAMAGES OR

PULLOUT AND 6000 LB ULTIMATE SHEAR. ALL ANCHORS AND NUTS SHALL BE PAINTED.

SHALL BE EMBEDDED IN EPOXY GROUT TO A DEPTH WHICH PROVIDES 400 LBS. ULTIMATE

NEW ANCHOR BOLTS TO RESET HAND RAIL TO EXISTING ANCHORED CONDITIONS. ANCHORS

TYPE OF TOUCH UP PAINTING AS NECESSARY. CONTRACTOR MAY BE REQUIRED TO INSTALL

MADE TO ITS ORIGINAL LOCATION AND CONDITION, INCLUDING AN APPROVED METHOD AND

CONSTRUCTION AS LONG AS SAFETY AND SECURITY ARE MAINTAINED AND REINSTALLATION

16. SECURITY FENCING AND HAND RAILING MAY BE REMOVED IN WORK AREAS DURING

AND CURING, WALL QUOIN FINISHING, FIELD PAINTING, AND WELDING.

HEAT AS NEEDED TO MEET SPECIFICATIONS FOR WORK INCLUDING: CONCRETE PLACEMENT

CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY ENCLOSURES AND

15. SITE WORK SHALL BE PERFORMED DURING THE LOCK CLOSURE PERIOD IN THE WINTER.

(NORTH) END FOUNDATION WHERE THE LOCK SILL CHANGES ELEVATIONS.

14. CONTRACTOR SHALL ERECT FALL PROTECTION INSIDE THE DEWATERED LOCK AT THE UPPER

ENTERING AND EXITING THE DEWATERED LOCK.

LOCK, PROVIDE PERIMETER PROTECTION, AND CONTROL THE PASSAGE OF PERSONNEL

AND MAINTAIN A MINIMUM OF TWO (2) MEANS OF EGRESS INTO AND OUT OF THE DEWATERED

13. THROUGHOUT THE DURATION OF LOCK DEWATERING, CONTRACTOR SHALL PROVIDE

CONTRACT.

GOVERNMENT FURNISHED BULKHEADS DURING THE DEWATERING DURATION OF THE

12. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING, MAINTAINING, AND REMOVING

REMOVE ALL DEBRIS THAT IS IN THE VICINITY OF BULKHEAD RECESS SEALING SURFACES.

11. CONTRACTOR SHALL PERFORM DIVING OPERATIONS PRIOR TO LOCK DEWATERING TO

GRADING AND SEEDING IN ACCORDANCE WITH SPECIFICATION.

THE CONTRACTOR SHALL RETURN THE SITE TO EXISTING CONDITIONS, WHICH MAY REQUIRE

THE GOVERNMENT AND DOCUMENTED PRIOR TO THE CONTRACTOR PERFORMING ANY WORK.

10. AN INITIAL JOINT INSPECTION OF THE EXISTING SITE CONDITIONS SHALL BE PERFORMED WITH

EXISTING.

9. "REPLACE" INDICATES REMOVE AND NOT REUSE EXISTING. "REINSTALL" INDICATES TO REUSE

AS POSSIBLE AND PRIOR TO GATE INSTALLATION.

THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL REQUIRED DIMENSIONS AS EARLY

8. ALL ELEVATIONS AND DIMENSIONS SHALL BE VERIFIED IN THE FIELD BEFORE WORK BEGINS.

REQUIREMENTS MANUAL EM 385-1-1.

7. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH USACE SAFETY AND HEALTH

AREAS, ETC., TO ALLOW GOVERNMENT PERSONNEL TO CONDUCT LOCK OPERATIONS.

PROVISIONS NECESSARY, INCLUDING TEMPORARY HANDRAILS, CLEARING OF WORK

DURING WORK OUTSIDE OF LOCK CLOSURE PERIOD, CONTRACTOR SHALL MAKE ALL

6. WORK SHALL BE PERFORMED DURING THE REGULAR ANNUAL LOCK CLOSURE PERIOD.

FROM THEIR WORK AND STORAGE AREAS.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND CLEARING SNOW AND ICE

WITH THE SPECIFICATIONS.

4. GOVERNMENT UTILITIES WILL BE MADE AVAILABLE TO CONTRACTOR IN ACCORDANCE

CONDITIONS.

CONDUCTED IN 2014. REFERENCE PHOTOS DO NOT NECESSARILY REPRESENT FIELD

TAKEN FROM LOCK DEWATERINGS IN 2008 AND 2013, AND DURING AN INSPECTION

3. REFERENCE PHOTOS ARE INCLUDED SOLELY FOR THE CONTRACTOR'S BENEFIT, AND WERE

ARE NOT PRINTED TO SCALE.

DO NOT NECESSARILY REPRESENT ACTUAL FIELD CONDITIONS. REFERENCE DRAWINGS

THE REFERENCE DRAWINGS. THE REFERENCE DRAWINGS ARE NOT "AS BUILT" SO THEY

CONTRACTOR'S BENEFIT. NO REQUIRED WORK UNDER THIS CONTRACT IS SHOWN ON

2. REFERENCE DRAWINGS ARE DRAWINGS OF RECORD, INCLUDED SOLELY FOR THE

1. ALL DRAWINGS ARE REFERRED TO IN NAVD 1929 DATUM.

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C-101A1

SITE PLAN

SCALE : NO SCALE

FLOW

PROJECT WORK LIMITS

CONTRACTOR STAGING AREA

PROJECT WORK LIMITS

HUDSON RIVER

ACCESS ROUTES

G E

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BOND ST. ENTRANCE GATE

GLEN ST. ENTRANCE GATE

UPPER MITER GATE

LOCK OPERATING HOUSE

ADMIN BUILDING

STOREHOUSE

LOWER BULKHEAD STORAGE

GENERAL NOTES

BULKHEADS SHALL BE INSTALLED DURING HIGH TIDE.

LOCK ARE TIDAL BASED. LOWER DEWATERING

2. THE HUDSON RIVER ELEVATIONS DOWNSTREAM OF TROY

QUEUE REQUIREMENTS).

FOR MOVEMENTS OF EQUIPMENT ADHERING TO NORMAL

CHAMBER OUTSIDE OF THE LOCK CLOSURE PERIOD (EXCEPT

1. CONTRACTOR WILL NOT BE ALLOWED USE OF THE LOCK

LOWER BULKHEAD DEWATERING SLOTS

UPPER BULKHEAD STORAGE

UPPER BULKHEAD DEWATERING SLOTS

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EMERGENCY GENERATOR

LOWER MITER GATE

SURVEY MARKER

PARKING AREA

GOVT EMPLOYEE

PARKING AREA

AND CONTRACTOR EMPLOYEE

CONTRACTOR STAGING AREA

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"16 1116'-0"16

520'-5

", TYP2

17'-9

", TYP16

" DISTANCE FROM PINTLE TO CENTERLINE OF DOWNSTREAM BULKHEAD SLOT8

730'-9

C PINTLEL

"16 519'-11 "16

1116'-0

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C-102

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GENERAL LOCK DIMENSIONS

UPPER GATE RECESS LOWER GATE RECESS

R E

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C PICK

POINT

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LANDSIDE

FLOW

PICK POINT C L

GENERAL NOTES

LOCATIONS.

2. NEW MITER GATES ARE SHOWN WITH NEW PICK POINT

OTHER APPURTENANT STRUCTURES NOT SHOWN FOR CLARITY.

1. CONTROL HOUSES, RAILING, MECHANICAL RECESSES AND

" DISTANCE FROM PINTLE TO CENTERLINE OF UPSTREAM BULKHEAD SLOT4

350'-11

20°

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GENERAL MITER GATE NOTES

FRACTURE CRITICAL MEMBERSABBREVIATIONS

FCM = FRACTURE CRITICAL MEMBER

DIA = DIAMETER

ø =DIAMETER

PL =PLATE

TYP =TYPICAL

DS =DOWNSTREAM

US =UPSTREAM

MITER GATE WELDING NOTES

RECOMMENDED SEQUENCE OF WORK FOR NEW MITER GATES

DIMENSIONAL TOLERANCES

TESTING

WRAP WELD DETAIL

SCALE : NO SCALE

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14. E70XX ELECTRODES SHALL BE USED FOR ALL WELDS.

HOLES SHALL BE FINISHED SMOOTH PRIOR TO PAINTING.

APPLIED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. THAT PATCHED

THAT IS EQUAL TO "BELZONA 1111" PRIOR TO PAINTING. THIS FILLER MATERIAL SHALL BE

ALLOW WATER TO PASS THROUGH THE LEAF SHALL BE FILLED WITH AN APPROVED MATERIAL

13. ALL WELD ACCESS HOLES THAT CREATE AN OPENING IN THE DAMMING SURFACE THAT WOULD

ADJACENT FILLET SIZE.

BE SIZED IN ACCORDANCE WITH THE LATEST EDITION OF AISC, AND SHALL BE WRAPPED WITH

12. WELD ACCESS HOLES SHALL BE USED TO PREVENT THE INTERSECTION OF WELDS. THEY SHALL

WELDING CODE (AWS D1.5) LATEST EDITION.

ACCORDANCE WITH PROVISIONS OF THE AMERICAN WELDING SOCIETY, STRUCTURAL

11. WHERE FILLET WELD SIZE IS NOT SHOWN, THE SIZE SHALL BE THE MINIMUM REQUIRED IN

SHALL BE COMPLETE JOINT PENETRATION WELDS ACCORDING TO (AWS D1.5) LATEST EDITION.

SHOWN ON THE SHOP DRAWINGS AND CLOUDED FOR GOVERNMENT APPROVAL. ALL SPLICES

10. ALL SPLICES MADE ARE NOT SHOWN ON THE CONTRACT DRAWINGS SHALL BE CLEARLY

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

GROOVE WELDS IN ACCORDANCE WITH PROVISIONS OF THE AMERICAN WELDING SOCIETY,

9. UNLESS OTHERWISE NOTED, ALL GROOVE WELDED JOINTS SHALL BE COMPLETE PENETRATION

8. GRIND WELDS FLUSH ON ALL BUTT WELDED JOINTS.

TO COMPLETE JOINT PENETRATION WELDS.

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

PENETRATION (CJP) BUTT WELDS IN ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN

7. UNLESS OTHERWISE NOTED, ALL BUTT WELDED JOINTS SHALL BE COMPLETE JOINT

6. UNLESS OTHERWISE NOTED, ALL WELDS SHALL BE COMPLETE JOINT PENETRATION (CJP).

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

5. THE WORKING DRAWINGS SHALL CLEARLY DISTINGUISH BETWEEN SHOP AND FIELD WELDS,

APPROVAL OF THE CONTRACTING OFFICER.

MINIMIZE RESIDUAL (LOCKED-UP) STRESSES AND DISTORTION, AND SHALL BE SUBJECT TO THE

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. CONTRACTORS SPECIFICATIONS ACCOMPANYING WORKING DRAWINGS SHALL BE SPECIFIC

SPECIFICATIONS.

SHALL BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL IN ACCORDANCE WITH THE

INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED. DETAILED WELDING INFORMATION

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

WELDING CODE AND TO THE PROVISIONS OF THE SPECIFICATIONS.

APPLICABLE SHALL CONFORM TO THE AMERICAN WELDING SOCIETY (AWS D1.5) STRUCTURAL

THE ATMOSPHERE FROM MOLTEN METAL. WORKMANSHIP AND TECHNIQUE, WHERE

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

PLATES

END OF ALL WELDED

WRAP WELD AROUND

7. BOTTOM GIRDER

6. TOP GIRDER

5. PINTLE SOCKET

4. DIAGONAL ASSEMBLIES

3. ANCHORAGE BARS

2. MAINTENANCE LIFTING ASSEMBLIES

1. GUDGEON HOOD

INSTALLATION BUT PRIOR TO THE ATTACHMENT OF THE STRUT ARMS.

CONTRACTOR IS RESPONSIBLE FOR SECURING THE GATE AGAINST MOVEMENT AFTER

BARS, AND ADJUST THE ANCHORAGE BARS FOR A LOOSE FIT OF THE GUDGEON PIN. THE

ACCORDANCE WITH THE SPECIFICATIONS. THE CONTRACTOR SHALL INSTALL THE ANCHORAGE

FOR GOVERNMENT APPROVAL THE CRANE LIFTING PLAN FOR THE NEW MITER GATES IN

10. INSTALL MITER GATE. PRIOR TO MITER GATE INSTALLATION, THE CONTRACTOR SHALL SUBMIT

9. SET NEW PINTLE BASES AND PLACE SURROUNDING CONCRETE.

DEMOLISHED SURFACES.

8. REMOVE CONCRETE IN MITER GATE RECESSES TO ACCOMMODATE MITER GUIDE, AND RESURFACE

7. REMOVE EXISTING CONCRETE FOR INSTALLATION OF EMBEDDED PINTLE BASES AND SILL ANGLES.

THE SAME ELEVATION TO WITHIN 0.001 FOOT.

RESPECTIVELY (NAVD 1929). THE NEW PINTLE BASE BEARING SURFACES SHALL BE SET AT

OF THE PINTLE BASES SHALL BE ASSUMED -3.2500 FEET AND -17.2500 FEET,

f. THE AVERAGE ELEVATION OF THE EXISTING UPPER AND LOWER PINTLE BEARING SURFACES

".4

e. THE DISTANCE BETWEEN THE CENTERS OF NEW PINTLES SHALL BE 48' - 0

TOWARDS EACH LOCKWALL.

" FROM THE DOWNSTREAM MIDPOINT8

THE NEW CENTERLINE AT A DISTANCE OF 24'-0

PINTLE BASE LOCATIONS. THIS SHALL BE ACCOMPLISHED BY TURNING NINETY DEGREES OFF

d. LOCATE THE LOCK CENTERLINE BETWEEN THE TWO MIDPOINTS, AND ESTABLISH NEW

c. LOCATE MIDPOINT OF A LINE BETWEEN EXISTING UPPER MITER GATE PINTLE BASES.

b. LOCATE MIDPOINT OF A LINE BETWEEN EXISTING LOWER MITER GATE PINTLE BASES.

ON DRAWINGS ARE NOMINAL, AND SHALL BE ADJUSTED AFTER SURVEYS ARE PERFORMED.

PINTLE BASES SHALL BE SUBMITTED FOR GOVERNMENT APPROVAL. ALL ELEVATIONS SHOWN

a. ALL SURVEYING PROCEDURES AND RECORD KEEPING PRACTICES FOR LOCATING THE NEW

6. LOCATE NEW PINTLE BASES

QUOIN PLATES.

5. SURVEY AND RECORD THE PRECISE LOCATIONS OF THE EXISTING PINTLE BASES AND EMBEDDED

4. RELOCATE ALL SILT AND DEBRIS FROM THE LOCK CHAMBER ADJACENT TO THE MITER GATE SILLS.

DAMAGING SPHERICAL OPERATING ARM BUSHING DURING REMOVAL OF EXISTING STRUT PIN.

REMOVED AND RELOCATED FOR FUTURE REINSTALLATION. CARE SHALL BE TAKEN TO AVOID

PINS, AND ANCHORAGE BARS FOR DISPOSAL. THE EXISTING OPERATING STRUT SHALL BE

3. REMOVE THE EXISTING UPPER AND LOWER MITER GATES, INCLUDING THE GUDGEON AND STRUT

AND DEWATERING OPERATIONS DURING DURATION OF CONTRACT.

DEWATER ENTIRE LOCK CHAMBER. PROVIDE MAINTENANCE OF BULKHEADS, LEAKAGE CONTROL

2. PLACE GOVERNMENT FURNISHED DEWATERING BULKHEADS IN EXISTING BULKHEAD SLOTS, AND

OPERATING ARM.

MEASURE AND RECORD ELEVATIONS AND LEVELNESS OF MITER GATE ANCHORAGE BARS, AND

1. PERFORM SITE SURVEY AND DIVING OPERATIONS TO REMOVE DEBRIS IN BULKHEAD RECESSES.

RETENSION IF REQUIRED (SEE GUIDELINES FOR PRESTRESSING DIAGONALS ON SHEET S-557).

14. OPERATE MITER GATE THROUGH THIRTY CYCLES. CHECK DIAGONAL STRESSES AND

13. REWATER CONSTRUCTION AREA AND REMOVE BULKHEADS.

ZERO PRESET AGAINST SILL ANGLE AS INDICATED BY FEELER GAGE.

SURROUNDING CONCRETE. RUBBER SEAL SHALL HAVE 100% CONTACT PRESSURE AND

12. ADJUST EMBEDDED SILL ANGLE FOR FIT WITH MITER GATE SEALING SURFACE AND PLACE

PLANS FOR DEBONDING THE MATERIAL WITH THE QUOIN CONTACTS AFTER SETTING.

APPROVED MATERIAL THAT IS EQUAL TO "BELZONA 1311" AS SHOWN ON SHT S-735, INCLUDING

RESURFACING THE EXISTING EMBEDDED QUOIN PLATES FOR EVEN BEARING CONTACT WITH AN

END PLATES AND THE GATE QUOIN AND MITER BLOCKS. CONTRACTOR SHALL SUBMIT A PLAN FOR

AFTER ALL ADJUSTMENTS ARE MADE, EPOXY SHALL BE USED TO FILL THE GAPS BETWEEN THE

SUBMITTAL OF PLAN AND PERFORMING WORK FOR DIAGONAL PRESTRESSING, AND MITER GUIDE.

11. ADJUST MITER GATE. THIS INCLUDES ADJUSTING QUOIN AND MITER BLOCKS, ANCHORAGE BARS, TIGHT JOINTS.

7. CONTACT FACES OF MITER AND QUOIN BLOCKS SHALL BE MILLED AT SPLICES TO ASSURE WATER

INCH.16

3 VARY FORM A TRUE PLANE BY MORE THAN

6. THE SURFACES OF FRAMING ELEMENTS TO WHICH THE SKIN PLATE IS TO BE BOLTED SHALL NOT

IN THE PLANE OF THE END PLATE.

INCH OUT OF LINE IN THE DIRECTIONS BOTH NORMAL TO AND2

1 WITH NO POINT MORE THAN

5. THE VERTICAL BEAMS AND VERTICAL GIRDERS SHALL BE STRAIGHT FROM TOP TO BOTTOM

INCH FROM THAT CALCULATED WITH DIMENSIONS SHOWN ON THE DRAWINGS.4

1 THAN

HORIZONTAL GIRDERS AND BETWEEN THE VERTICAL GIRDERS SHALL NOT VARY BY MORE

4. TO ASSURE SQUARENESS, COMMON DIAGONAL DISTANCE MEASURED BETWEEN THE

INCH FROM THE DIMENSIONS SHOWN ON THE DRAWINGS.16

3 SHALL NOT VARY BY MORE THAN

3. FOR THE ENTIRE HEIGHT OF THE GATE, THE LENGTH OF THE GATE LEAF BETWEEN END PLATES

INCH.4

1 DIMENSIONS OR DIFFER FROM MATING GATE LEAF BY MORE THAN

2. THE OVERALL HEIGHT OF ALL MITER GATE LEAFS SHALL NOT VARY FROM THE NOMINAL

1. ALL FINAL DIMENSIONS SHALL BE MEASURED WITH THE GATE STANDING VERTICAL.

26. ALL COUNTER SUNK BOLTS SHALL HAVE SOCKET HEADS.

25. ALL FAYING SURFACES SHALL BE COATED WITH ZINC-RICH PRIMER PRIOR TO ASSEMBLY.

TORQUING DEVICES AS GOVERNMENT PROPERTY.

24. AFTER FINAL DIAGONAL AND ANCHORAGE BAR TENSIONING, CONTRACTOR SHALL TURN OVER

GOVERNMENT UPON FINAL GATE INSTALLATION.

23. PINTLE GREASING MECHANISM, AS DESCRIBED ON SHEET S-568, SHALL BE PROCURED FOR THE

SPECIFICATION 05 05 14 AND SUBMIT TO GOVERNMENT FOR APPROVAL.

DRAWINGS. THE FABRICATOR SHALL SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH

22. THESE CONTRACT DRAWINGS ARE NOT INTENDED TO BE USED AS DETAILED FABRICATION SHOP

BOLTS.

21. ALL BOLTED CONNECTIONS SHALL BE PAINTED, WITH EXCEPTION OF ALL STAINLESS STEEL

RE-TENSIONED BY MATCH MARKING AND ROTATING THE NUT 1/6TH TURN.

20. THREE WEEKS AFTER INITIAL BOLT TENSIONING FOR FINAL ASSEMBLY, ALL BOLTS SHALL BE

NUT SURFACES SHALL BE REMOVED.

FACE, AFTER TENSIONING AND PRIOR TO PAINTING, ALL LUBRICANT REMAINING ON EXPOSED

19. ALL NUTS FOR BOLTS SHALL HAVE LUBRICANT AT LEAST ON THE THREADS AND ONE BEARING

OTHERWISE SHOWN.

HARDENED STRUCTURAL-GRADE STEEL FOR ALL BOLTED CONNECTIONS, UNLESS

18. WASHERS SHALL BE PLATE HARDENED WASHERS, OR CONTINUOUS LENGTH

HOLES AND SHORT SLOTTED HOLES.

17. WASHERS SHALL CONFORM TO ASTM F436 FOR PRETENSIONED CONNECTIONS WITH OVERSIZED

16. ALL DRAIN HOLES SHALL BE FOUR (4) INCHES IN DIAMETER UNLESS OTHERWISE SHOWN.

MICRO INCHES.

15. ALL HOLES AND CUT SURFACES SHALL HAVE A SURFACE ROUGHNESS NOT HIGHER THAN 125

DIMENSIONS.

14. DRAWINGS ARE GENERALLY TO SCALE BUT SHOULD NOT BE SCALED TO OBTAIN FINAL

SPECIFICATIONS. ALL WELDS SHALL BE CLEANED AND INSPECTED PRIOR TO PAINTING.

THE SPECIFICATIONS. MACHINED AND FAYING SURFACES SHALL BE PROTECTED AS NOTED IN

SURFACES AND CORROSION RESISTANT SURFACES SHALL BE PAINTED IN ACCORDANCE WITH

13. ALL EXPOSED STRUCTURAL STEEL OF THE GATES AND APPURTENANCES, EXCEPT MACHINED

12. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL IN ACCORDANCE WITH SPECIFICATIONS.

QUALITY CONTROL IN ACCORDANCE WITH THE SPECIFICATIONS.

COMPLIANCE WITH THE CONTRACT REQUIREMENTS AND SHALL MAINTAIN RECORDS OF THE

11. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN A QUALITY CONTROL SYSTEM TO ASSURE

MADE FOR MACHINING, SHRINKAGE AND DISTORTIONS DUE TO WELDING.

10. DIMENSIONS SHOWN FOR OR CALLED FOR ARE FINAL DIMENSIONS AND ALLOWANCE MUST BE

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

SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE SPECIFICATION AND THE

9. THE DIMENSIONAL TOLERANCES OF ALL WELDED FABRICATED STRUCTURAL STEEL MEMBERS

TEXTURE"

8. SURFACE FINISHES SHALL CONFORM TO ANSI STANDARD B46.1-2009 CODE FOR "SURFACE

PRACTICES TO CONFORM TO THE SPECIFICATION FOR THE ITEM OF WORK BEING FURNISHED.

7. WORKMANSHIP SHALL BE OF THE HIGHEST GRADE IN ACCORDANCE WITH THE BEST MODERN

AND PAINTED.

PLANES. ALL DRILLED HOLES FOR BEARING TYPE CONNECTIONS SHALL BE PREPPED, PRIMED

SHALL BE FULLY PRETENSIONED CONNECTIONS WITH THREADS EXCLUDED FROM THE SHEAR

6. UNLESS OTHERWISE NOTED, ALL BOLTS SHALL BE ASTM A325, AND ALL STRUCTURAL CONNECTIONS

SAMPLE AND TEST ACCORDING TO ASTM A673, USE (H) FREQUENCY OF TESTING.

TEMPERATURE ZONE 2 SHALL BE USED WHEN APPLYING REQUIREMENTS IN SECTION 10.2.

HOOD, GUDGEON HOOD, DIAGONALS, SKIN PLATE AND INTERCOSTALS. IMPACT TESTING

SHALL APPLY TO THE W30X116 HORIZONTAL GIRDERS, MITER GIRDER, QUOIN GIRDER, STRUT

CRITICAL, F, MATERIAL; TOUGHNESS TESTING AND MARKING) FOUND IN THIS SPECIFICATION

LOW ALLOY" GRADE 50. THE REQUIREMENTS OF ASTM A709 SECTION 10.2 (FRACTURE-

ALL STRUCTURAL STEEL, UNLESS NOTED OTHERWISE SHALL BE ASTM A709 "HIGH STRENGTH

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

4. EACH GATE LEAF SHALL HAVE ITS IDENTIFICATION NUMBER PLATE AS SHOWN ON SHEET S-203.

CAN BE RESOLVED TO MINIMIZE DELAYS IN ORDERING MATERIALS OR STARTING FABRICATION.

SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE GOVERNMENT SO THAT ALL ISSUES

3. ALL DEFICIENCIES, INNACCURACIES, OMISSIONS AND INTERFERENCES RELATED TO FABRICATION

SHALL BE MIRRORED WHERE APPLICABLE.

EXCEPT WHERE NOTED ON CONTRACT DRAWINGS. DIMENSIONS FOR RIGHT LEAF QUANTITIES

DOWNSTREAM. THE LEFT LEAF IS SHOWN EXCLUSIVELY ON THE CONTRACT DRAWINGS,

2. THE LEFT LEAF IS ON THE LEFT HAND SIDE OF THE LOCK CENTERLINE WHEN LOOKING

BASE THAT SHALL REPLACE THE EXISTING CONCRETE EMBEDDED PINTLE BASE.

NOTED. EACH LEAF SHALL HAVE A WALKWAY ASSEMBLY, ANCHORAGES, AND A PINTLE WITH

FOR THE RIGHT AND LEFT LEAFS OF THE UPPER AND LOWER MITER GATE ASSEMBLIES AS

NOTED ON THE CONTRACT DRAWINGS. QUANTITIES REFLECT THE TOTAL NUMBER OF PARTS

AND ONE LEFT LEAF WHICH ARE OPPOSITE HAND BUT OTHERWISE IDENTICAL EXCEPT AS

ACCORDANCE WITH THE SPECIFICATION. A GATE ASSEMBLY IS COMPRISED OF ONE RIGHT

MITER GATE ASSEMBLIES AS SHOWN ON THE CONTRACT DRAWINGS AND BID SCHEDULE IN

1. THE CONTRACTOR SHALL FABRICATE, ASSEMBLE, PAINT, DELIVER, AND INSTALL 2 COMPLETE

- SEE ADDITIONAL NDT LOCATIONS SHOWN ON THE DRAWINGS.

OFFICER.

- ALL OTHER WELDS NOT OTHERWISE MENTIONED AND APPROVED BY THE CONTRACTING

5. VISUALLY INSPECTED:

BEAM UT ACCORDING TO ASTM A609, LEVEL 3.

- PINTLE SOCKET, PINTLE BASE, PINTLE AND PINTLE BUSHING SHALL BE TESTED WITH STRAIGHT

UT ALL WELDS TO CODE AND RECORD INDICATIONS.

CAUSING A TOTAL LOSS OF BACK REFLECTION WILL RESULT IN REJECTION OF THE PART.

WITH APPLICATION OF SUPPLEMENTARY REQUIREMENT 1 (100 PERCENT). ANY DISCONTINUITY

ATTACHMENT PLATE SHALL BE ULTRASONICALLY TESTED ACCORDING TO ASTM A435/A435M,

STRUT HOOD PIN PLATES, STRUT HOOD PIN, AND THE BOTTOM GIRDER WEB/PINTLE SOCKET

AND LOWER PIN PLATES, QUOIN AND MITER POST TAB WELDS, GUDGEON PIN, ANCHORAGE BARS,

- THE GATE LIFTING ASSEMBLY (SEE PLANS FOR SPECIFIC LOCATIONS), GUDGEON HOOD, UPPER

-25% OF EACH CJP WELD ATTACHING MITER/QUOIN POST FLANGES TO MITER/QUOIN POST WEBS.

GIRDER WEBS.

-25% OF EACH CJP WELD ATTACHING THRUST DIAPHRAGM PLATES TO HORIZONTAL

-25% OF EACH CJP WELD ATTACHING ALL COMPONENTS OF STRUT HOOD.

-25% OF EACH CJP END DIAPHRAGM PLATES TO DOWNSTREAM FLANGES.

-25% OF EACH CJP WELD ATTACHING DOWNSTREAM HORIZONTAL GIRDER FLANGES TO WEBS.

-100% OF EACH CJP WELD ATTACHING THREADED COUPLERS TO DIAGONAL THREADED BARS.

4. ULTRASONIC TESTING:

-100% OF EACH FILLET WELD ATTACHING INTERCOSTALS TO SKIN PLATE.

-100% OF EACH FILLET WELD ATTACHING STIFFENERS TO TOP AND BOTTOM GIRDERS.

DIAPHRAGM PLATES AND MITER/QUOIN POST WEBS.

-100% OF EACH FILLET PJP ATTACHING THRUST DIAPHRAGM PLATES TO END

-100% OF EACH PJP WELD ATTACHING THRUST DIAPHRAGM PLATES TO HORIZONTAL GIRDERS.

3. MAGNETIC PARTICLE:

THE FABRICATION FACILITY PRIOR TO DELIVERY TO THE JOB SITE.

THE CONTRACTOR AND APPROVED BY THE GOVERNMENT. ALL TESTS SHALL BE PERFORMED IN

2. A DOCUMENTATION PROCEDURE FOR ALL NONDESTRUCTIVE TESTING SHALL BE PROPOSED BY

OFFICER PRIOR TO PRIMING.

1. 100% OF THE WELDS SHALL BE VISUALLY INSPECTED AND APPROVED BY THE CONTRACTING

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YARDYD

QUANTITYQTY

TYPICALTYP

TOP OF STEELTOS

TOP OFT.O.

TEMPERATURETEMP

UTILITYUTIL

UPSTREAMUS

UNLESS NOTED OTHERWISEUNO

UNIFIED FACILITIES CRITERIAUFC

BETWEENBTWN

BTM BOTTOM

BEARINGBRG

BP BASE PLATE

BO BOTTOM OF

BEAMBM

BUILDINGBLDG

BHN BRINNELL HARDNESS

BC BOLT CENTER

BENTB

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

DOWELDWL

DRAWINGDWG

DETAILDTL

DOWNSTREAMDS

DEAD LOADDL

DIMENSIONDIM

DIAGONALDIAG

DIAMETERDIA OR Ø

DEMOLISH OR DEMOLITIONDEMO

DOUBLEDBL

DEFORMED ANCHOR STUDDAS

DEPTHD

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)

FOOTINGFTG

FOOTFT

FRAMINGFR

FACE OF WALLFOW

FACE OF BUILDINGFOB

FOUNDATIONFND

FLOORFLR

FINISHFIN

FLOOR DRAINFD

FRACTURE CRITICAL MEMBERFCM

CONCRETE COMPRESSIVE STRENGTHf'c

GYPSUM BOARDGYP

GENERAL OR GENERATORGEN

GENERAL CONTRACTORGC

GRADE BEAMGB

GALVANIZEDGALV

GAUGEGA

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 #

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

PROJECTPROJ

PRELIMINARYPRELIM

PRE-MOLDED JOINT FILLERPMJF

PLATEPL

POUNDS PER CUBIC FOOTPCF

PRECAST CONCRETEPCC

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

RIGHT HAND OR ROOF HATCHRH

REVISION OR REVISEDREV

REQUIREDREQ'D

REINFORCING, -ED, -MENTREINF

REFERENCEREF

RECESSEDREC

UNIT

REINFORCED CONCRETE MASONRYRCMU

RADIUSR OR RAD

VERIFY IN FIELDVIF

VERTICALVERT

WELDED WIRE REINFORCEMENTWWR

WEIGHTWT

WORK POINTWP

WITHOUTW/O

WITHW/

WIDTHW

SYMBOLS

AT@

ISOLATION JOINTISO JNT

INTERIORINT

INCHIN.

INSIDE FACEI.F.

INSIDE DIAMETERID

INSULATED CONCRETE FORMSICF

INTERNATIONAL BUILDING CODEIBC

IN ACCORDANCE WITHIAW

CUBIC YARDCY

COUNTERSINKCTSK

COUNTERBORECTB

CORROSION RESISTANT STEELCRES

CONTRACTING OFFICERCOR

CONTINUE OR CONTINUOUSCONT

CONSTRUCTION JOINTCONST. JT.

CONSTRUCTIONCONST

CONCRETECONC

COLUMNCOL

CONCRETE MASONRY UNITCMU

CLEAR, -ANCECLR

CENTER LINE

CJP COMPLETE JOINT PENETRATION

CONTROL/CONSTRUCTION JOINTCJ

CAST IN PLACE CONCRETECIPC

CONCRETE EXPANSION ANCHORCEA

CAPACITYCAP

CHANNELC OR CH

CENTER TO CENTERC/C

C L

MONOLITH JOINTMJ

MISCELLANEOUSMISC

MINIMUMMIN

ONE THOUSANDTH OF AN INCHMIL

MAN HOLEMH

MANUFACTURERMFR

MEMBRANEMEMB

MECHANICALMECH

MAXIMUMMAX

MATERIALMATL

MANUALMAN

HEIGHT OR HEAT TREATHT

HORIZONTALHORIZ

HEADERHDR

HEADED ANCHOR BOLTHDAB

HEADED CONCRETE ANCHORHCA

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C MITER CONTACT

C MITER CONTACT C QUOIN CONTACT

C QUOIN CONTACTL

OPERATING RESULTANT WATER PRESSURE

APPLIED ACROSS FULL WIDTH OF LEAF

OPERATING RESULTANT WATER PRESSURE

APPLIED ACROSS FULL WIDTH OF LEAF

3.192"

1.391"

G10

G11

EL 23.651

C TOP GIRDERL

EL 23.651

C TOP GIRDERL

EL -16.25

C BOT GIRDERL

EL -2.25

C BOT GIRDER

END VIEW

DOWNSTREAM GATE LEAF

DOWNSTREAM ELEVATION

UPSTREAM GATE LEAF

DOWNSTREAM ELEVATION

OPERATIONAL WATER

PRESSURE =30PSF

OPERATIONAL WATER

PRESSURE =30PSF

EL 24.0 TOP OF WALL

SEE NOTE 2

BARGE IMPACT

POOL AT EL 14.3

NORMAL / USUAL UPPER

MAX. HEAD 29.901'

WATER LOAD DIAGRAM

MAX. HEAD 39.901'

EL 24.0 TOP OF WALL

SEE NOTE 2

BARGE IMPACT

POOL AT EL -3.5

MAXIMUM LOWER

Hd = HYDRODYNAMIC LOAD

Hs = HYDROSTATIC LOAD

C = ICE LOAD

M = MUD LOAD

IM = BARGE IMPACT LOAD

GATE MASS

YEARS, APPLIED TO

EXCEEDENCE IN 100

S.s = .185g FOR 50%

Eq = EARTHQUAKE LOAD

D = DEAD LOADS

POOL AT EL 0.0

NORMAL / USUAL LOW

D E

N D

AS-BUILT TOTAL CONSTRUCTION WEIGHT OF EACH MITER GATE LEAF.

7. CONTRACTOR SHALL CALCULATE AND PROVIDE THE GOVERNMENT WITH THE

OTHER APPURTENANCES THAT ARE PERMANENTLY ATTACHED TO GATE.

WEIGHT SHALL INCLUDE WEIGHT OF PAINT, BOLTS, WALKWAY, AND ANY

ESTIMATED DEAD WEIGHT OF EACH NEW LOWER GATE LEAF = 111 KIPS

6. ESTIMATED DEAD WEIGHT OF EACH NEW UPPER GATE LEAF = 75KIPS

EL -3.5 = MAX LOW TIDE USED FOR MAXIMUM HYDROSTATIC LOADS

EL 0.0 = NORMAL POOL (SEA LEVEL) USED FOR NORMAL OPERATING LOADS

EL 16.5 = POOL AT 50% EXCEEDENCE FOR EARTHQUAKE LOADS

5. EL 14.3 = NORMAL UPPER POOL

DESIGN AS SPECIFIED IN ASIC MANUAL OF STEEL CONSTRUCTION, 14TH ED.

ANCHORAGES AND FATIGUE LOADS WERE DESIGNED ACCORDING TO ASD

4. MITER GATE DIAGONALS AND PORTIONS OF GUDGEON HOOD, PINTLE BALL,

1.2D + 1.6(C+M) + 1.2Q

1.2D + 1.6(C+M) + 1.0Hd (STRENGTH II)

1.2D + 1.6(C+M) DIAGONALS:

(STRENGTH I):

1.4Hs + 1.0Hd SKIN PLATE

1.4Hs + 1.0Hd INTERCOSTALS

1.4Hs + 1.0IM(UNSYM) (EXTREME I)

1.4Hs + 1.0IM(SYM) TOP GIRDER:

1.4Hs + 1.0Eq (EXTREME I)

1.4Hs + 1.0Hd (STRENGTH I 1a & b)

1.4Hs HORIZONTAL GIRDERS:

FROM THE FOLLOWING LOAD COMBINATIONS:

AT ALL SECTIONS EQUAL TO OR EXCEEDING THE STRENGTH DEMANDS RESULTING

EVALUATED IN ANALYSIS, THE MITER GATES HAVE BEEN DESIGNED FOR STRENGTHS

3. LOAD COMBINATIONS FOR LRFD DESIGN: AS SPECIFIED IN ETL 1110-2-584 AND

WIDE LOCK.

FROM ENERGY EQUATIONS BASED ON MAXIMUM AVAILABLE BARGE SIZE FOR 45'

UNFACTORED UNSYMMETRIC LOAD AT MIDSPAN. BARGE LOADS ARE DERIVED

2. BARGE IMPACT = 179.2K UNFACTORED SYMMETRIC LOAD AT MITER END, 112K

LOWER GATE.

MAXIMUM OPERATING STRUT FORCE = 1.391" FOR UPPER GATE AND 3.192" FOR

1. = HIGHEST CALCULATED DEFLECTION @ MITER END UNDER MAXIMUM HEAD WITH

DESIGN NOTES:

DESIGN DATA

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

New York District

N Y

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W Y

O R

N Y

N E

W Y

O R

K D

T R

O Y L

O C

K A

N D D

A M

E R G

A T

E R

E P

L A

C E

M E

N T

FINAL

K K

A L

A F

U T

C A

D C D

E L

O N

B J

O N

E S

D S -1

-R -0

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R M

V D

S I

S-1012'1'0SCALE : 1"=1'-0"

U S M

R G

A T

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

T O

P A

N D B

O T

T O

M P

L A

BOTTOM PLAN - UPPER GATE

TOP PLAN - UPPER GATE

A1 S-201

S-202

DOWNSTREAM

UPSTREAM

"16 52'-11"16

55'-2"16 92'-7"8

52'-4"8 52'-10"16

92'-7"16 54'-8

STIFFENER

STIFFENER STIFFENER

C PINL

BEARING BEARING

C PINTLEL

BEARINGBEARING

1'-0""16 725'-3

1'-0""4 18'-4

"16 726'-3

S-565-D4

S-566-A3

S-566-A1

S-508-A1TYP

S-553-C3

S-528-C3

S-552-A3

S-528-A3

S-575-A3

ADJUSTMENT DETAILS

AND MITER/QUOIN BLOCK

SEE S-503 FOR MITER GUIDE

C STRUT PINL C GUDGEON PINL

DOWNSTREAM

UPSTREAM

"16 73'-0"4

14'-0

ASSEMBLY DETAILS

SEE S-535 FOR MITER GIRDER

ASSEMBLY DETAILS

SEE S-501 FOR HORIZONTAL GIRDER

ASSEMBLY DETAILS

SEE S-520 FOR QUOIN GIRDER

FOR UPPER AND LOWER GATE LEAFS.

DIMENSIONS AND MARK CALLOUTS SHOWN ARE IDENTICAL

NOTE:

S-576-C4

N Y

T R

O Y

G A

T E

S S -1 x x x .d

ARE SPACED 3/4" AWAY FROM QUOIN/MITER POST FACES.

3: DIMENSIONS SHOWN ASSUME QUOIN AND MITER BLOCKS

FOR UPPER AND LOWER GATE LEAFS.

2: DIMENSIONS AND MARK CALLOUTS SHOWN ARE IDENTICAL

1: WALKWAY NOT SHOWN FOR CLARITY

C DIAGONAL PINLC DIAGONAL PINL

S-576-C5

S-508-A1

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

New York District

N Y

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W Y

O R

N Y

N E

W Y

O R

K D

T R

O Y L

O C

K A

N D D

A M

E R G

A T

E R

E P

L A

C E

M E

N T

FINAL

K K

A L

A F

U T

C A

D C D

E L

O N

B J

O N

E S

D S -1

-R -0

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R M

V D

S I

S-1022'1'0SCALE : 1"=1'-0"

D S M

R G

A T

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

T O

P A

N D B

O T

T O

M P

L A

1'-0"

A1 S-203

S-204

C PINL

GIRDER

C QUOINL BEARINGBEARING

GIRDER

C MITERL

BEARING

C DIAGONALL

C DIAGONALL BEARING

S-539-C3

S-539-C1

S-512-A1

S-512-C1

S-530-C5

S-530-C4

PINTLE

BOTTOM PLAN - LOWER GATE

TOP PLAN - LOWER GATE

1'-0""16 73'-0"4

318'-2"4 14'-0

FOR UPPER AND LOWER GATE LEAFS.

SHOWN ARE IDENTICAL

2: DIMENSIONS AND MARK CALLOUTS

1: WALWKAY NOT SHOWN FOR CLARITY

S-512-A4

SPACER BLOCK

1'-0""16 12'-4"2

119'-7"8 73'-3

SEE S-504 FOR TYP.

FENDER DETAILS

FOR UPPER AND LOWER GATES.

SHOWN ARE IDENTICAL

DIMENSIONS AND MARK CALLOUTS

S-511-C3TYP

"4 32'-3

SEE S-580 FOR

SEAL DETAILS

ASSEMBLY DETAILS

SEE S-535 FOR MITER GIRDER

ASSEMBLY DETAILS

SEE S-501 FOR HORIZONTAL GIRDER

ASSEMBLY DETAILS

SEE S-520 FOR QUOIN GIRDER

N Y

T R

O Y

G A

T E

S S -1 x x x .d

S-539-C2

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

New York District

N Y

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W Y

O R

N Y

N E

W Y

O R

K D

T R

O Y L

O C

K A

N D D

A M

E R G

A T

E R

E P

L A

C E

M E

N T

FINAL

K K

A L

A F

U T

C A

D C D

E L

O N

B J

O N

E S

D S -1

-R -0

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R M

V D

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

New York District

N Y

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W Y

O R

N Y

N E

W Y

O R

K D

T R

O Y L

O C

K A

N D D

A M

E R G

A T

E R

E P

L A

C E

M E

N T

FINAL

K K

A L

A F

U T

C A

D C D

E L

O N

B J

O N

E S

D S -1

-R -0

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R M

V D

S I

S-103

U S M

R G

A T

C O

N T

R O

L D

E N

N S

DIMENSION

US GATE

"16 3 ±"16

726'-3 J

A HB

F L

A N

G E P

E D

G E

T S

DOWNSTREAM ELEVATION

TOP GIRDER

C PINTLEL

C GIRDER WEBL

C TOP GUDGEON PLATEL

GIRDER

C QUOINL

C PINL

C GIRDER WEBL

GIRDER

C MITERL

GIRDER

C QUOINL

C MITER GIRDERL

C PINL

ALONG PIN C/L

WP ON BEARING

OF FLANGE PL

OUTSIDE EDGE

"16 11'-0" ±

C PINL

C/L

WP ON BEARING

TOP OF BOTTOM GUDGEON PLATE

C P

"16 3±"2

119'-7

"16 3 ±"2

119'-7

"16 3 ±"16

726'-3

BOTTOM GIRDER (LOOKING UPWARD)

CONTROL DIMENSIONS - UPPER GATE

'-4

±1 "4

18'-4

N Y

T R

O Y

G A

T E

S S -1 x x x .d g n

GAPS FOR EPOXY.

" 4

3CONTACT BLOCKS ASSUME

DIMENSIONS SPANNING MITER AND QUOIN 2.

"WP" = WORKING POINT.

PRIOR TO PAINTING FOR APPROVAL.

POSITION IN THE CHART AND SUBMIT

MEASUREMENTS IN STANDING VERTICAL

FABRICATOR IS TO RECORD THE ACTUAL

AFTER GATES ARE FULLY ASSEMBLED,1.

NOTES:

S I

S-104

D S M

R G

A T

C O

N T

R O

L D

E N

N S

DIMENSION

US GATE

C PINTLEL

C GIRDER WEBL

C TOP GUDGEON PLATEL

ALONG PIN C/L

WP ON BEARING

ALONG PIN C/L

WP ON BEARING

C PINL

C GIRDER WEBL

GIRDER

C MITERL

"16 3 ±"16

726'-3

C PINL

GIRDER

C QUOINL

C GIRDER WEBL

C MITER GIRDERL

GIRDER

C QUOINL

F L

A N

G E P

E D

G E

T S

G"16 1 ±"16

18'-4

"16 11'-0" ±

"16 3 ±"16

726'-3

P M

"16 3 ±"2

119'-7

TOP OF GUDGEON PLATE

"16 3 ±"2

119'-7

C PINL

CONTROL DIMENSIONS - LOWER GATE

'-3

N Y

T R

O Y

G A

T E

S S -1 x x x .d g n

GAPS FOR EPOXY.

" 4

3CONTACT BLOCKS ASSUME

DIMENSIONS SPANNING MITER AND QUOIN 2.

"WP" = WORKING POINT.

PRIOR TO PAINTING FOR APPROVAL.

POSITION IN THE CHART AND SUBMIT

MEASUREMENTS IN STANDING VERTICAL

FABRICATOR IS TO RECORD THE ACTUAL

AFTER GATES ARE FULLY ASSEMBLED,1.

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

New York District

N Y

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W Y

O R

N Y

N E

W Y

O R

K D

T R

O Y L

O C

K A

N D D

A M

E R G

A T

E R

E P

L A

C E

M E

N T

FINAL

K K

A L

A F

U T

C A

D C D

E L

O N

B J

O N

E S

D S -1

-R -0

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R M

V D

S-585-C4

" TYP4

Y P

T Y

S-588-A1

S-587-A1

S I

S-105

E R G

A T

E W

A L

K W

A Y P

PLAN - WALKWAY WITH GRATING

PLAN - WALKWAY WITHOUT GRATING

S-585-C1 S-588-C1 S-588-C2

S-588-A2

S-587-D2

S-585-A1

S-588-A3

S-587-A2

S-586-A1

S-586-A2

S-587-A4

S-587-A3

S-586-A4

S-586-A3

S-587-A5

S-587-C5

S-586-C5

S-586-A5

S-588-C5

BEARING SURFACE

GRIND FLUSH FOR EVEN

SPLICE WELD JOINT AND

1 2

C HOLEL

S-589-C3

S-589-A3 S-589-A1 S-589-C1

GRATING SEGMENT

EDGE OF GRATING SEGMENT

EDGE OF

HAVE 1'-0" MIN BEND RADIUS.

HANDRAIL SHOWN SHALL

MITER GATE LEAF SWING.

DURING ALL STAGES OF

GATE AND LOCK GRATINGS

1" +/- 1/2" BETWEEN ADJACENT

INSTALLATION TO PROVIDE

SHALL BE FIELD FIT DURING

IS AN APPROXIMATION, AND

GRATING GEOMETRY SHOWN

S-307

S -3

ISOMETRIC

SEE S-902 FOR WALKWAY

GATE LEAFS

MIRRORED FOR RIGHT

CALLOUTS SHALL BE

DIMENSIONS AND MARK

NOTE: ALL WALKWAY COMPONENT

ISOMETRIC

SEE S-902 FOR WALKWAY

GATE LEAFS

MIRRORED FOR RIGHT

CALLOUTS SHALL BE

DIMENSIONS AND MARK

NOTE: ALL WALKWAY COMPONENT

N Y

T R

O Y

G A

T E

S S -1 x x x .d g n

SCALE : NO SCALE

S-588-A4

S-588-A5

S-588-C3

S-588-C4

C HOLEL

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

New York District

N Y

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W Y

O R

N Y

N E

W Y

O R

K D

T R

O Y L

O C

K A

N D D

A M

E R G

A T

E R

E P

L A

C E

M E

N T

FINAL

K K

A L

A F

U T

C A

D C D

E L

O N

B J

O N

E S

D S -1

-R -0

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R M

V D

S I

S-201

U S E

L E

V A

0 1' 2' 4'SCALE : 1/2"=1'-0"

SEE SHEET S-520 FOR QUOIN GIRDER ASSEMBLY

C BOTTOM GIRDERL

C LIFTING PINL

C TOP GIRDERL

SEE SHEET S-501 FOR HORIZONTAL GIRDER ASSEMBLY

S-304

NOTE: WALKWAY NOT SHOWN FOR CLARITY

UPSTREAM ELEVATION - US GATE

U S M

R G

A T

NAMEPLATE DESIGNATION

SHOWN). SEE SHEET S-203 FOR

NAMEPLATE LOCATION (NOT

SEE SHEET S-550 FOR STRUT HOOD ASSEMBLY

SEE SHEET S-535 FOR MITER GIRDER ASSEMBLY

N Y

T R

O Y

G A

T E

S S -2 x x x .d g

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

New York District

N Y

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W Y

O R

N Y

N E

W Y

O R

K D

T R

O Y L

O C

K A

N D D

A M

E R G

A T

E R

E P

L A

C E

M E

N T

FINAL

K K

A L

A F

U T

C A

D C D

E L

O N

B J

O N

E S

D S -1

-R -0

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R M

V D

S I

S-202

D S E

L E

V A

0 1' 2' 4'SCALE : 1/2"=1'-0"

S-301

S-303

S-301

A3 S-301

SEE SHEET S-565 FOR PINTLE ASSEMBLY

SEE SHEET S-555 FOR DIAGONAL ASSEMBLY SEE SHEET S-580 FOR SEAL ASSEMBLY

C TOP GUDGEON PLATEL

C BOTTOM GUDGEON PLATEL

NOTE: WALKWAY NOT SHOWN FOR CLARITY

S M

R G

A T

DOWNSTREAM ELEVATION - US GATE

C BOTTOM GIRDERL

STRUT HOOD ASSEMBLY

SEE SHEET S-550 FOR

C BOTTOM GIRDERL

C GIRDERL

TYP DETAIL

SHEET S-504 FOR

FENDERS. SEE

3 ROWS OF 10"x6"

T Y

P A

C E

O .C

P A

C E

O .C

N Y

T R

O Y

G A

T E

S S -2 x x x .d g n

S-508-A1

S-512-C5 S-508-C1

TYP

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

New York District

N Y

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W Y

O R

N Y

N E

W Y

O R

K D

T R

O Y L

O C

K A

N D D

A M

E R G

A T

E R

E P

L A

C E

M E

N T

FINAL

K K

A L

A F

U T

C A

D C D

E L

O N

B J

O N

E S

D S -1

-R -0

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R M

V D

S I

S-203

U S E

L E

V A

SCALE : 3/8"=1'-0" 0 2' 4' 6'

S-304

C TOP GIRDERL

C BOTTOM GIRDERL

NOTE: WALKWAY NOT SHOWN FOR CLARITY

UPSTREAM ELEVATION - DS GATE

D S M

R G

A T

"x1'-2"x8"4

1PL

L PLATEC

" WELD BEAD.8

1LETTERS WITH

LETTERS AS SHOWN. WRAP WELD

" WIDE 4

1" THICK BY 4

1WELD ON

TROY SE

6"6"

"4 30 "4

SKIN PLATE BOLTS

USE 3/4" DIA

N Y

T R

O Y

G A

T E

S S -2 x x x .d g n

ADJACENT TO NAME PLATE, TYP.

ATTACH PLATE WITH MEASURED GATE WEIGHT IN POUNDS

LOWER LEFT MITER GATE LEAF TO BE NAMED "TROY SE"

LOWER RIGHT MITER GATE LEAF TO BE NAMED "TROY SW"

UPPER LEFT MITER GATE LEAF TO BE NAMED "TROY NE"

UPPER RIGHT MITER GATE LEAF TO BE NAMED "TROY NW"

EACH MITER GATE LEAF WILL BE NAMED AS FOLLOWS:

XXXXXX

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

New York District

N Y

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W Y

O R

N Y

N E

W Y

O R

K D

T R

O Y L

O C

K A

N D D

A M

E R G

A T

E R

E P

L A

C E

M E

N T

FINAL

K K

A L

A F

U T

C A

D C D

E L

O N

B J

O N

E S

D S -1

-R -0

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R M

V D

S I

S-204

D S E

L E

V A

SCALE : 3/8"=1'-0" 0 2' 4' 6'

S-303

S-302

A3 S-302

A2 S-302

C TOP GUDGEON PLATEL

P A

C E

P A

C E

P A

C E

C L

C BOTTOM GUDGEON PLATEL

C BOTTOM GIRDERL

DOWNSTREAM ELEVATION - DS GATE

O W

S O

E N

D E

R S S

E E S

H E

E T S -5

O R D

E T

D S

E R G

A T

NOTE: WALKWAY NOT SHOWN FOR CLARITY

0 T Y

N Y

T R

O Y

G A

T E

S S -2 x x x .d g n

S-508-C1S-508-A1

S-512-C5

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

New York District

N Y

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W Y

O R

N Y

N E

W Y

O R

K D

T R

O Y L

O C

K A

N D D

A M

E R G

A T

E R

E P

L A

C E

M E

N T

FINAL

K K

A L

A F

U T

C A

D C D

E L

O N

B J

O N

E S

D S -1

-R -0

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R M

V D

GRIND HANDRAIL SUPPORT

WITH TOP OF ANGLE, TYP.

" MAX FOR FLUSHNESS

DRILL HOLES THROUGH

ANGLE TO MATCH HANDRAIL

SUPPORTS AND INSTALL1

INWARDS, TYP.

" Ø

BOLTS WITH HEADS FACING

S I

S-205

E R G

A T

E W

A L

K W

A Y E

L E

V A

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

CLCL

DOWNSTREAM ELEVATION - WALKWAY

UPSTREAM ELEVATION - WALKWAY

SEE S-307 FOR HANDRAIL NOTES AND DIMENSIONS

SUPPORT

N Y

T R

O Y

G A

T E

S S -2 x x x .d g n

1 1

1 TAP HOLES FOR 3#4" x 1 3#4" LONG COUNTERSUNK BOLTS IN ACCORDANCE WITH S308-A1

1 TAP HOLES FOR 3#4" x 1 3#4" LONG BOLTS WITH SINGLE WASHER IN ACCORDANCE WITH S308-A1

'-6

'-9

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

New York District

N Y

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W Y

O R

N Y

N E

W Y

O R

K D

T R

O Y L

O C

K A

N D D

A M

E R G

A T

E R

E P

L A

C E

M E

N T

FINAL

K K

A L

A F

U T

C A

D C D

E L

O N

B J

O N

E S

D S -1

-R -0

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R M

V D

S I

S-3010 1' 2' 4'SCALE : 1/2"=1'-0"

E R G

A T

E S

E C

0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0"A1

MITER GIRDER SECTION

QUOIN GIRDER SECTION

MIDDLE SECTION

GIRDER.

IDENTICAL FOR MITER AND QUOIN

NOTE: HORIZONTAL GIRDER SPACING IS

DWG REF(s) : S-202 DWG REF(s) : S-202 DWG REF(s) : S-202

CJP

N Y

T R

O Y

G A

T E

S S -3 x x x .d g n

S-526-A1

S-526-C1

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

New York District

N Y

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W Y

O R

N Y

N E

W Y

O R

K D

T R

O Y L

O C

K A

N D D

A M

E R G

A T

E R

E P

L A

C E

M E

N T

FINAL

K K

A L

A F

U T

C A

D C D

E L

O N

B J

O N

E S

D S -1

-R -0

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R M

V D

S I

S-302

E R G

A T

E S

E C

SCALE : 3/8"=1'-0" 0 2' 4' 6' SCALE : 3/8"=1'-0" 0 2' 4' 6' SCALE : 3/8"=1'-0" 0 2' 4' 6'

MITER GIRDER SECTION

MIDDLE SECTION

QUOIN GIRDER SECTION

GIRDERS.

IDENTICAL FOR MITER AND QUOIN

NOTE: HORIZONTAL GIRDER SPACING IS

DWG REF(s) : S-204 DWG REF(s) : S-204 DWG REF(s) : S-204

CJP

CL CL

CJP

N Y

T R

O Y

G A

T E

S S -3 x x x .d g n

S-526-A1

S-526-C1

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

New York District

N Y

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W Y

O R

N Y

N E

W Y

O R

K D

T R

O Y L

O C

K A

N D D

A M

E R G

A T

E R

E P

L A

C E

M E

N T

FINAL

K K

A L

A F

U T

C A

D C D

E L

O N

B J

O N

E S

D S -1

-R -0

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R M

V D

S I

S-303

E R G

A T

E S

E C

SECTION

TYP

"4 15'-102'-6"1'-3"

C STIFFENERL C STIFFENERL C PINL

MITER GUIDE WELDS AND LOCATION IDENTICAL FOR RIGHT LEAF

NOTE: WELD DETAILS TYPICAL FOR ALL GATES

NOTE: WELD DETAILS AND DIMENSIONS TYPICAL FOR ALL GATES

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

C PINL

DWG REF(s) : S-202, S-204

N Y

T R

O Y

G A

T E

S S -3 x x x .d g n

")16 5(

TYP

")16 5(

TYP

CJP

")16

")16 5(

TYP

CJP

TYP

CJP

S-580-A3

CJP

TYP

CJP

S-508-A3S-508-A5

TYP TYP

S-508-A2

S-552-C1

S-508-C2

S-527-C4

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

New York District

N Y

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W Y

O R

N Y

N E

W Y

O R

K D

T R

O Y L

O C

K A

N D D

A M

E R G

A T

E R

E P

L A

C E

M E

N T

FINAL

K K

A L

A F

U T

C A

D C D

E L

O N

B J

O N

E S

D S -1

-R -0

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R M

V D

S I

S-304

E R G

A T

E S

E C

SECTION

TOP OF STRUT HOOD

TYP

"16

C L C L

C PINL

3" TYP3" TYP

STIFFENER STIFFENER

C L

90°

" 90

C L

"8 77 4"

° 6

" C L

" TYP4

70°

NOTE: DIMENSIONS TYPICAL FOR ALL GATES

C QUION GIRDERL CL

SECTION

0 1' 2' 4'SCALE : 1/2"=1'-0"

0 6" 1' 2'SCALE : 1 1/2"=1'-0"

77" TYP4

DWG REF(s) : S-201, S-203 DWG REF(s) : S-201, S-203

DWG REF(s) : S-201, S-203

C L WEB

1'-3"2'-6"

N Y

T R

O Y

G A

T E

S S -3 x x x .d g n

T Y

CJP,

S-552-A1

90°

110°

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

New York District

N Y

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W Y

O R

N Y

N E

W Y

O R

K D

T R

O Y L

O C

K A

N D D

A M

E R G

A T

E R

E P

L A

C E

M E

N T

FINAL

K K

A L

A F

U T

C A

D C D

E L

O N

B J

O N

E S

D S -1

-R -0

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R M

V D

S I

S-3050 3" 6" 9" 12"SCALE : 3"=1'-0"

D E

T A

TYP

CJP

TYP

CJP

TYP

CJP

TYP

CJP

GREASE LINE DETAILS

SEE SHEET S-568 FOR

TYP

N Y

T R

O Y

G A

T E

S S -3 x x x .d g n

CJP

)16 5(

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

New York District

N Y

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W Y

O R

N Y

N E

W Y

O R

K D

T R

O Y L

O C

K A

N D D

A M

E R G

A T

E R

E P

L A

C E

M E

N T

FINAL

K K

A L

A F

U T

C A

D C D

E L

O N

B J

O N

E S

D S -1

-R -0

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R M

V D

S I

S-3060 3" 6" 9" 12"SCALE : 3"=1'-0"

D E

T A

TYP

CJP

CJP CJP

TYP

CJP

TYP

CJP

TYP

CJP

TYP

GREASE LINE DETAILS

SEE SHEET…

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File details come from the government source that posted it. Updated Nov 14, 2017.