Lock_19_Service_Gate_Plan_Set_Drawings.pdf

PDF 31 MB Posted Jun 26, 2017

Attached to: MISSISSIPPI RIVER BASIN, LOCK AND DAM 19 SERVICE GATE
Solicitation number: W912EK-17-R-0018
Issued by: Department of the Army Corps of Engineers Engineering District Rock Island

About this file

From the source

Lock 19 Service Gate Plan Set Drawings

View the file

Other files

File	Type	Posted
Lock_19_Service_Gate_Reference_Drawings.pdf	PDF	Jun 26, 2017
W912EK-17-R-0018_Solicitation.pdf	PDF	Jun 26, 2017

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

A N

S I

D m v r-a p p w p lt \P

W iC

S S h a re

G -0

.d g n

M V

R -A

P P

W P

L T

A T

R O

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L D

E R

E G

A T

G-002

O K

U K

L O

C K

P I

E R B

A S

M R

G -0

.d g n

TITLE OF DRAWING TITLE OF DRAWING TITLE OF DRAWING

ID NO.

SHEET

ID NO.

SHEET

ID NO.

SHEET

K K

A L

A F

U T

A S S

H O

W N

M L

D S

E Y

B J

O N

E S

S-902

S-901

S-541

S-540

S-539

S-538

S-537

S-536

S-535

S-534

S-533

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-519

S-518

S-517

S-516

S-515

S-514

S-513

S-512

S-511

S-510

S-509

S-508

S-507

S-506

S-505

S-504

S-503

S-502

S-501

S-306

S-305

S-304

S-303

S-302

S-301

S-206

S-205

S-204

S-203

S-202

S-201

S-105

S-104

S-103

S-102

S-101

S-002

S-001

G-005

G-004

G-003

G-002

G-001

DOWNSTREAM ISOMETRIC

UPSTREAM ISOMETRIC

WALKWAY DETAILS

LEVELING EYE DETAILS

CENTER LIFTING ASSEMBLY DETIALS

BOTTOM GUIDE ROLLER DETAILS

SIDE ROLLER DETAILS

TOP ROLLER DETAILS

TOP GUIDE ROLLER DETAILS

DIAGONAL ASSEMBLY DETAILS

GATE SHOE STOP DETAILS

END LIFTING ASSEMBLY DETAILS

VERTICAL GIRDER DETAILS

BOTTOM GIRDER DETAILS

TOP TRUSS DETAILS

SERVICE GATE SECTIONS

SERVICE GATE UPSTEAM RIGHT ELEVATION

SERVICE GATE UPSTEAM LEFT ELEVATION

SERVICE GATE UPSTEAM ELEVATION

SERVICE GATE DOWNSTREAM LEFT ELEVATION

SERVICE GATE DOWNSTREAM RIGHT ELEVATION

SERVICE GATE DOWNSTREAM ELEVATION

CONTROL DIMENSIONS

SERVICE GATE BOTTOM PLAN

SERVICE GATE - RIGHT HALF PLAN

SERVICE GATE - LEFT HALF PLAN

SERVICE GATE OVERALL PLAN

DESIGN DATA

STRUCTURAL NOTES

LOCATION MAP, VICINITY MAP, AND DELIVERY LOCATION PLAN

GENERAL NOTES AND LEGEND

ABBREVIATIONS

INDEX

COVER SHEET

C B

Sheet

S O

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

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

SOLICITATION

W E

K -1

-R -0

S I

D m v r-a p p w p lt \P

W iC

S S h a re

G -0

.d g n

M V

R -A

P P

W P

L T

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L D

E R

E G

G-003

O K

U K

L O

C K

P I

E R B

A S

M R

G -0

.d g n

A B

B R

E V

N S

QUANTITYQTY

BETWEENBTWN

BTM BOTTOM

BEARINGBRG

BP BASE PLATE

BO BOTTOM OF

BEAMBM

BUILDINGBLDG

BHN BRINNELL HARDNESS

BC BOLT CENTER

BENTB

KIPS PER SQUARE INCHKSI

SYMBOLS

AT@

K K

A L

A F

U T

A S S

H O

W N

M L

D S

E Y

B J

O N

E S

AMERICAN WELD SOCIETYAWS

AND MATERIALS

AMERICAN SOCIETY OF TESTING ASTM

APPROXIMATE, APPROXIMATELYAPPROX

ALUMINUMALUM

ALTERNATEALT

STEEL CONSTRUCTION

AMERICAN INSTITUTE OF AISC

ADJUSTABLE OR ADJACENTADJ

COUNTERSINKCTSK

COUNTERBORECTB

CONTRACTING OFFICERCOR

CONTINUE OR CONTINUOUSCONT

CLEAR, -ANCECLR

CENTER LINECL

CJP COMPLETE JOINT PENETRATION

CAPACITYCAP

CHANNELC OR CH

CENTER TO CENTERC/C

DRAWINGDWG

DETAILDTL

DOWNSTREAMDS

DEAD LOADDL

DIMENSIONDIM

DIAGONALDIAG

DIAMETERDIA OR Ø

DEPTHD

EXISTINGEXIST

ETCETERAETC

EQUAL SPACEEQ SPA

EQUALEQ

ELEVATIONEL OR ELEV

EACHEA

FOOTFT

FINISHFIN

FRACTURE CRITICAL MEMBERFCM

GENERAL OR GENERATORGEN

GENERAL CONTRACTORGC

HEIGHT OR HEAT TREATHT

HORIZONTALHORIZ

INCHIN.

INSIDE FACEI.F.

INSIDE DIAMETERID

IN ACCORDANCE WITHIAW

LOCATIONLOC

LIVE LOADLL

LINEARLIN

POUND(S)LB, LBS OR #

MISCELLANEOUSMISC

MINIMUMMIN

ONE THOUSANDTH OF AN INCHMIL

MANUFACTURERMFR

MAXIMUMMAX

MATERIALMATL

NOT TO SCALENTS

NOMINALNOM

NUMBERNO OR #

NOT IN CONTRACTNIC

NOT APPLICABLEN/A

OPPOSITEOPP

OUTSIDE FACEO.F.

OUTSIDE DIAMETEROD

ON CENTEROC

POUNDS PER SQUARE INCHPSI

POUNDS PER SQUARE FOOTPSF

PROJECTPROJ

PRELIMINARYPRELIM

PLATEPL

REVISION OR REVISEDREV

REQUIREDREQ'D

REINFORCING, -ED, -MENTREINF

REFERENCEREF

RADIUSR OR RAD

SYMMETRICALSYM

STRUCTURALSTRUCT

STEELSTL

STIFFENERSTIFF

STANDARDSTD

SQUARESQ

SPECIFIEDSPEC'D

SPECIFICATION(S)SPEC

SPACE(S)SP

SIMILARSIM

SHEETSHT

SQUARE FOOTSF

SECTIONSEC

SCHEDULESCHED

TYPICALTYP

TOP OFT.O.

TEMPERATURETEMP

UPSTREAMUS

UNLESS NOTED OTHERWISEUNO

VERTICALVERT

WEIGHTWT

WORK POINTWP

WITHOUTW/O

WITHW/

WIDTHW

C B

Sheet

S O

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

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

K -1

-R -0

S I

D m v r-a p p w p lt \P

W iC

S S h a re

G -0

.d g n

M V

R -A

P P

W P

L T

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L D

E R

E G

G-004

O K

U K

L O

C K

P I

E R B

A S

M R

G -0

.d g n

G E

N E

R A

L N

O T

E S A

N D L

E G

E N

GENERAL NOTES LEGEND

MARK NUMBER

K K

A L

A F

U T

A S S

H O

W N

M L

D S

E Y

B J

O N

E S

2. SEE SHT S-902 FOR IDENTIFICATION OF GATE COMPONENTS

CONDITIONS. REFERENCE DRAWINGS ARE NOT PRINTED TO SCALE.

"AS BUILT" SO THEY DO NOT NECESSARILY REPRESENT ACTUAL FIELD

FOR THE CONTRACTOR'S BENEFIT. THE REFERENCE DRAWINGS ARE NOT

REFERENCE DRAWINGS ARE DRAWINGS OF RECORD, INCLUDED SOLELY1.

C B

Sheet

S O

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

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

K -1

-R -0

S I

D m v r-a p p w p lt \P

W iC

S S h a re

G -0

.d g n

M V

R -A

P P

W P

L T

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

.T .S

G-005

O K

U K

L O

C K

P I

E R B

A S

M L L

L O

C A

N M

A P

Y M

A P A

N D

D E

E R

Y L

O C

A T

N P

L A

IMAGE PROPERTY OF GOOGLE

L O

C A

D E

E R

Y M

O C

KEOKUK

DELIVERY LOCATION PLAN - LOCK & DAM 19

SCALE : NO SCALE

F L

O W

C B

C D

D /0

F R J

W E

K -1

-R -0

M R

G -0

.d g n

S E

R V

E G

A T

E R

E P

L A

C E

M E

N T

Sheet

S O

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

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -0

.d g n

M V

R -A

P P

W P

L T

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L D

E R

E G

M R

S -0

.d g n

C B

K K

A L

A F

H O

W N

M L

D S

E Y

B J

O N

S-001

R U

C T

U R

A L N

O T

O K

U K

L O

C K

P I

E R B

A S

M R

FRACTURE CRITICAL MEMBERS

TESTING

DIMENSIONAL TOLERANCES

WRAP WELD DETAIL

SCALE : NO SCALE

PLATES

END OF ALL WELDED

WRAP WELD AROUND

AND GRINDING

AFTER WELDING

FINISH LINE

SCALE : NO SCALEB5

RADIUS TRANSITION DETAIL

GENERAL SERVICE GATE NOTES SERVICE GATE WELDING NOTES

T A

WELD JOINT

STEEL PLATE

4. CENTER POINT LIFTING ASSEMBLY

3. END LIFTING ASSEMBLIES

2. DIAGONAL TRUSS MEMBERS OF TOP TRUSS

1. DOWNSTREAM CHORD OF TOP TRUSS

WITH THE DIMENSIONS.

ALL DIMENSIONS SHALL BE MEASURED WITHIN A 20 DEGREE F RANGE, AND THAT RANGE RECORDED

OF A GOVERNMENT REPRESENTATIVE, RECORDED, AND PROVIDED TO THE GOVERNMENT.

DIMENSIONS IN THE TABLE ON SHEET S-105 SHALL BE MEASURED IN THE PRESENCE

7. ALL DIMENSIONS AND TOLERANCES SHALL BE SATISFIED AS SHOWN ON SHEET S-105. ALL

INCH.8

1 VARY FROM A TRUE PLANE BY MORE THAN

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

IN THE PLANE OF THE END PLATE.

INCH OUT OF LINE IN THE DIRECTIONS BOTH NORMAL TO AND8

1 WITH NO POINT MORE THAN

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

WITH DIMENSIONS SHOWN ON THE DRAWINGS.

INCH FROM THAT CALCULATED 4

1 OF THE VERTICAL GIRDERS SHALL NOT VARY BY MORE THAN

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

CONTRACT DRAWINGS.

INCH FROM THE DIMENSIONS SHOWN ON THE 4

1 GIRDERS SHALL NOT VARY BY MORE THAN

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

INCH.4

1 MORE THAN

2. THE OVERALL HEIGHT OF THE GATE SHALL NOT VARY FROM THE NOMINAL DIMENSIONS BY

POSITION.

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

ALLOW FOR FULL WELD PENETRATION, TO BE GROUND FLUSH FOR A SMOOTH TRANSITION.

COMPONENTS SHALL HAVE DETAIL SIMILAR TO DETAIL B5 OF THIS SHEET, WITH A TAB EXTENSION TO

28. ALL COMPONENTS WITH FLUSH-RADIUS TRANSITIONS, SUCH AS SKIN PLATING AND END LIFTING BEAM

FLUSH WITH THE ADJACENT SURFACE.

SUCH THAT THAT COUNTERSINKS ARE COMPLETELY FILLED FOR A SMOOTH SEALING SURFACE THAT IS

FILLER MATERIAL SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, FILLED WITH AN APPROVED MATERIAL THAT IS EQUAL TO "BELZONA 1111" PRIOR TO PAINTING. THIS

27. ALL COUNTERSUNK BOLTS INSTALLED IN THE SEAL PLATES AND UPSTREAM WEAR PLATES SHALL BE

26. ALL COUNTERSUNK BOLTS SHALL BE ASTM A449 HEX DRIVE FLAT SOCKET SCREWS.

PRIMER PRIOR TO ASSEMBLY.

25. ALL FAYING SURFACES ON FERROUS AND NON-FERROUS SURFACES SHALL BE COATED WITH ZINC-RICH

THE FABRICATOR SHALL SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH SPECIFICATION 01 78 00.

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

16 MICRO-INCHES.

23. UNLESS OTHERWISE SHOWN, ALL PINS AND BUSHINGS SHALL HAVE A SURFACE FINISH NOT LESS THAN

THE LARGER OF THE PLATES SHALL HAVE A BEVELED SLOPE OF H:V OF 2.5:1 OR GREATER.

22. UNLESS OTHERWISE SHOWN, FOR ANY TRANSITIONS BETWEEN DIFFERING PLATE THICKNESSES OR WIDTHS, NOT ATTACHED TO THE GATE.

GRATING LOCATED DIRECTLY ABOVE THE CENTER LIFTING ASSEMBLY, WHICH WILL BE DELIVERED WITH BUT

21. THE ENTIRE GATE SHALL BE COMPLETELY ASSEMBLED PRIOR TO DELIVERY, EXCLUDING THE REMOVABLE

BE DISPLAYED AS SHOWN ON SHT S-203.

20. THE FABRICATOR SHALL SUBMIT THE FINAL WEIGHT OF THE GATE ASSEMBLY WITH WALKWAY, WHICH SHALL

19. ALL CONNECTIONS SHALL BE PAINTED AFTER WELDING.

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

18. THREE WEEKS AFTER INITIAL BOLT TENSIONING FOR FINAL ASSEMBLY, ALL NON-COUNTERSUNK BOLTS

REMOVED.

TENSIONING AND PRIOR TO PAINTING, ALL LUBRICANT REMAINING ON EXPOSED NUT SURFACES SHALL BE

17. ALL NUTS FOR BOLTS SHALL HAVE LUBRICANT AT LEAST ON THE THREADS AND ONE BEARING FACE, AFTER

GRADE STEEL FOR ALL BOLTED CONNECTIONS, UNLESS OTHERWISE SHOWN.

16. WASHERS SHALL BE ASTM F436 PLATE HARDENED WASHERS, OR CONTINUOUS LENGTH HARDENED STRUCTURAL

SHORT SLOTTED HOLES.

15. WASHERS SHALL CONFORM TO ASTM F436 FOR PRETENSIONED CONNECTIONS WITH OVERSIZED HOLES AND

14. ALL DRAIN HOLES SHALL BE THREE INCHES IN DIAMETER AND GROUND SMOOTH UNLESS OTHERWISE SHOWN.

13. ALL HOLES AND CUT SURFACES SHALL HAVE A SURFACE ROUGHNESS NOT HIGHER THAN 125 MICRO INCHES.

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

ALL WELDS SHALL BE CLEANED AND INSPECTED PRIOR TO PAINTING.

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

CORROSION RESISTANT, NON-FAYING SURFACES SHALL BE PAINTED IN ACCORDANCE WITH THE

11. ALL EXPOSED STRUCTURAL STEEL OF THE GATE AND APPURTENANCES, EXCEPT MACHINED SURFACES AND

ACCORDANCE WITH THE SPECIFICATIONS.

WITH THE CONTRACT REQUIREMENTS AND MAINTAIN RECORDS OF THE QUALITY CONTROL IN

10. ESTABLISH AND MAINTAIN A QUALITY CONTROL SYSTEM TO ASSURE COMPLIANCE

MACHINING, SHRINKAGE AND DISTORTIONS DUE TO WELDING.

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

REQUIREMENTS.

BRIDGE WELDING CODE (AWS D1.5) LATEST EDITION. MACHINING MAY BE REQUIRED TO MEET DIMENSIONAL

ACCORDANCE WITH THE REQUIREMENTS OF THE SPECIFICATIONs AND THE AMERICAN WELDING SOCIETY,

8. THE DIMENSIONAL TOLERANCES OF ALL WELDED FABRICATED STRUCTURAL STEEL MEMBERS SHALL BE IN

7. SURFACE FINISHES SHALL CONFORM TO ANSI B46.1-2009 CODE FOR "SURFACE TEXTURE"

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

6. WORKMANSHIP SHALL BE OF THE HIGHEST GRADE IN ACCORDANCE WITH THE BEST MODERN PRACTICES TO

PLANES. ALL DRILLED HOLES FOR BOLTED CONNECTIONS SHALL BE PREPPED AND PRIMED.

CONNECTIONS SHALL BE FULLY PRETENSIONED CONNECTIONS WITH THREADS EXCLUDED FROM THE SHEAR

5. UNLESS OTHERWISE NOTED, ALL BOLTS SHALL BE ASTM F3125, GRADE A325, AND ALL STRUCTURAL

IN SECTION 10.2. SAMPLE AND TEST ACCORDING TO ASTM A673, USE (H) FREQUENCY OF TESTING.

COMPONENTS. IMPACT TESTING TEMPERATURE ZONE 2 SHALL BE USED WHEN APPLYING REQUIREMENTS

VERTICAL RIBS, HORIZONTAL STRINGERS, VERTICAL GIRDERS, END LIFTING ASSEMBLIEY AND TOP TRUSS

TOUGHNESS TESTING AND MARKING) FOUND IN THIS SPECIFICATION SHALL APPLY TO THE SKIN PLATE, GRADE 50. THE REQUIREMENTS OF ASTM A709 SECTION 10.2 (FRACTURE CRITICAL, F, MATERIAL;

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

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

3. THE SERVICE GATE SHALL HAVE ITS IDENTIFICATION NUMBER PLATE AS SHOWN ON SHEET S-202.

RESOLVED TO MINIMIZE DELAYS IN ORDERING MATERIALS OR STARTING FABRICATION.

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

2. ALL DEFICIENCIES, INACCURACIES, OMISSIONS AND INTERFERENCES RELATED TO FABRICATION SHALL

WHICH ARE IN TURN SUPPORTED BY A TOP TRUSS AND BOTTOM HORIZONTAL GIRDER.

VERTICAL RIBS THAT SPAN BETWEEN HORIZONTAL STRINGERS THAT ARE FRAMED BY VERTICAL GIRDERS

THE SPECIFICATION. THE SERVICE GATE ASSEMBLY INCLUDES SKIN PLATING THAT IS SUPPORTED BY

GATE ASSEMBLY AS SHOWN ON THE CONTRACT DRAWINGS AND BID SCHEDULE IN ACCORDANCE WITH

1. THE CONTRACTOR SHALL FABRICATE, ASSEMBLE, PAINT, AND DELIVER A COMPLETE SERVICE

OF THE HEAT TREATMENT SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE GOVERNMENT.

STRESS RELIEVING, SHALL REQUIRE A REPEATING OF THE HEAT TREATMENT. ANY REPEATING

18. ALL WELD REPAIRS TO STRESS RELIEVED COMPONENTS, WHICH OCCUR AFTER

17. ALL FILLET WELDS SHALL BE FULLY WRAPPED AROUND THE ENDS OF THE PLATE.

ADDRESSED THROUGH WELDING AND FABRICATION TECHNIQUES.

GIVEN TO DISTORTIONS WHICH ARISE DUE TO HEAT INPUT FROM WELDS AND SHALL BE

PROCEDURES IN A MANNER TO ACHIEVE THESE TOLERANCES. EXTRA ATTENTION SHALL BE

SPECIFICATIONS AND SHOWN ON THE PLANS. THE FABRICATOR SHALL PERFORM WELD

16. FABRICATOR IS RESPONSIBLE FOR ACHIEVING ALL TOLERANCES PRESENTED IN THE

15. E70XX ELECTRODES SHALL BE USED FOR ALL WELDS.

HOLES SHALL BE FINISHED SMOOTH PRIOR TO PAINTING.

APPLIED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 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

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

PROCESS INTENDED. IN ACCORDANCE WITH AISC, AND SHALL BE WRAPPED WITH ADJACENT FILLET SIZE.

BE SIZED SUFFICIENT TO PERMIT WELD WRAPPING OF ALL WELDS UTILIZING THE SAME WELD

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

THAN THE MAXIMUM SIZE PERMITTED IN AWS D1.5.

". FILLET WELDS SHALL ALSO NOT BE MADE LARGER4

1 NO FILLET WELDS SHALL BE SMALLER THAN

SHALL BE WRAPPED WITH ADJACENT FILLET WELD SIZE, AS SHOWN ON DETAIL A5 OF THIS SHEET.

ACCORDANCE WITH AISC STEEL CONSTRUCTION MANUAL, AND

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

SHALL BE COMPLETE JOINT PENETRATION JOINTS.

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

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

TO THE DIRECTION OF STRESS FLOW.

10. GRIND WELDS FLUSH ON ALL BUTT WELDED JOINTS. GRINDING SHALL BE PERFORMED PARALLEL

PENETRATION (CJP) BUTT WELDS IN ACCORDANCE WITH AWS D1.5.

9. UNLESS OTHERWISE NOTED, ALL BUTT AND GROOVE WELDED JOINTS SHALL BE COMPLETE JOINT

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

COMPLETE JOINT PENETRATION WELDS ACCORDING TO AWS D1.5.

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

7. ALL SPLICES THAT ARE NOT SHOWN ON THE CONTRACT DRAWINGS SHALL BE CLEARLY SHOWN

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 SHOP 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

-END LIFTING PINS SHALL BE TESTED WITH STRAIGHT BEAM UT ACCORDING TO ASTM A609, LEVEL 3.

RESULT IN REJECTION OF THE PART. UT TEST ALL WELDS TO CODE AND RECORD INDICATIONS.

(100 PERCENT). ANY DISCONTINUITY CAUSING A TOTAL LOSS OF BACK REFLECTION WILL

ACCORDING TO ASTM A435/A435M, WITH APPLICATION OF SUPPLEMENTARY REQUIREMENT 1

END LIFTING PINS, END LIFTING YOKES, AND CORBELS SHALL BE ULTRASONICALLY TESTED

-THE GATE LIFTING ASSEMBLY, END LIFTING PIN PLATES, CENTER LIFTING ASSEMBLY,

-25% OF THE CJP WELD LENGTH ATTACHING SKIN PLATE TO VERTICAL GIRDER FLANGES

-25% OF ALL OTHER CJP WELDED CONNECTIONS

-25% OF THE CJP WELD LENGTH ATTACHING VERTICAL GIRDER WEBS TO DOWNSTREAM FLANGES

-25% OF THE CJP WELD LENGTH ATTACHING HORIZONTAL STRINGER WEBS TO FLANGES

-50% OF THE CJP WELDLENGTH ATTACHING VERTICAL RIBS TO SKIN PLATES AND HORIZONTAL STRINGER WEBS

-100% OF THE CJP WELDS IN THE TOP TRUSS

-100% OF THE CJP WELDS IN THE CENTER LIFTING ASSEMBLY

-100% OF THE CJP WELDS IN THE END LIFTING ASSEMBLIES

-ALL WELDS ON FRACTURE CRITICAL MEMBERS

6. THE FOLLOWING SHALL RECIEVE ULTRASONIC TESTING:

-25% OF ALL OTHER FILLET WELDED CONNECTIONS

-100% OF ALL NON-CJP WELDS IN THE END LIFTING ASSEMBLY

-100% OF EACH PJP WELD ATTACHING THE END VERTICAL GIRDER WEBS TO FLANGES.

5. THE FOLLOWING SHALL RECIEVE MAGNETIC PARTICLE TESTING:

-CASTINGS IN ACCORDANCE WITH SPECIFICATIONS

-100% OF ALL SPLICES ON FCM'S

-100% OF BUTT WELDS ON END LIFTING ASSEMBLIES

-100% OF TOP TRUSS WEB AND FLANGE BUTT WELDS

4. THE FOLLOWING SHALL RECIEVE RADIOGRAPHIC TESTING:

AND PROCESS.

BE DONE AS EARLY IN THE PROJECT AS POSSIBLE TO ASSURE THE QUALITY OF THE PROCEDURE

D1.5, SUBSECTION 12.1, AND SHALL COMPLY WITH TABLE 6.3 FOR CLASS C. THE TESTING SHALL

3. ALL WELDS ON FRACTURE CRITICAL MEMBERS SHALL BE TESTED IN ACCORDANCE WITH AWS

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

Sheet

S O

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

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

K -1

-R -0

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -0

.d g n

M V

R -A

P P

W P

L T

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L D

E R

E G

M R

S -0

.d g n

C B

K K

A L

A F

H O

W N

M L

D S

E Y

B J

O N

S-002

O K

U K

L O

C K

P I

E R B

A S

M R

TOP OF WALL EL. 525.75

NORMAL UPPER POOL EL. 518.2

SILL EL. 503.2

TOP OF UPSTREAM

POOL EL. 480

NORMAL LOWER

SILL EL. 498.5

DOWNSTREAM

TOP OF

CL OF TOP TRUSS EL 524.83

TOP OF SKIN EL 519.2

BOTTOM SKIN PL EL. 501.97

BOTTOM SEAL CL EL. 502.93

ICE & BARGE EL 517.2

SILL ROLLER EL. 499.25

NORMAL UPPER POOL EL. 518.2

RECESS EL. 501.3

TOP TRUSS

GATE

ACCELERATE

FORCE TO

FRICTION

ROLLER

IN CONTACT)

STUCK OR NOT

GUIDE ROLLER

BOTTOM

(ASSUMING

FRICTION

SLIDING

GATE WEIGHT

MUD/ICE

FORCE

HYDRAULIC

VERTICAL

GATE

ACCELERATE

FORCE TO

GATE WEIGHT

MUD/ICE

FRICTION

SIDE SEAL

FRICTION

BOTTOM SEAL

LOAD

SEAL PLATE

FRICTION

ROLLER

TO LIFT GATE

TOTAL FORCE

TO LIFT GATE

TOTAL FORCE

OPEN WEIR FLOW

112ft-6in ft -8 in

UPSTREAM CHORD

DOWNSTREAM CHORD

BRACE

DIAGONAL TRUSS

LIFTING FORCE

ECCENTRIC

RESULTANT

LIFTING FORCE

ECCENTRIC

RESULTANT

V1 V2 V3 V4 V5 V6 V7 V8 V9 V10 V11 V12A1 A2 A3 A4 A5 A6 A7 A8 A9

A10 A11 A12

AT SECTIONS AA AND BB

DEFLECTED SHAPE

AND TOP TRUSS

VERTICAL GIRDERS

HORIZONTAL STRINGERS,

SKIN PLATE, VERTICAL RIBS,

LOAD CASES FOR

STRENGTH I, II & EXTREME

MACHINERY ANALYSIS

AND OPERATING

LIFTING ASSEMBLY

ASSEMBLIES, CENTER

FOR END LIFTING

STRENGTH 1 LOAD CASE

MACHINERY ANALYSIS

AND OPERATING

LIFTING ASSEMBLY

ASSEMBLIES, CENTER

FOR END LIFTING

EXTREME LOAD CASE

TRUSS LOADS ARE DESIGNED AS THE TOP REACTIONS OF THE VERTICAL GIRDERS FROM STRENGTH I, II AND EXTREME LOAD CASES.

11ft-3in9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"11ft-3in

DIAGONAL STRESSES FROM STRENGTH I & EXTREME LOAD CASES

DIAGONAL STRESSES FROM STRENGTH I SINGLE POINT PICK

D E

N D

A T

100% BCOES

6. ESTIMATED DEAD WEIGHT OF THE GATE: 275,000 LBS

FINITE ELEMENT ANALYSES (FEA) COULD BE ACCURATELY ANALYZED.

THAT FATIGUE STRESSES, "BELOW THE HOOK" LIFTING STRESSES AND STRESSES FOR

ASD DESIGN AS SPECIFIED IN THE AISC MANUAL OF STEEL CONSTRUCTION, 14TH ED, SO

5. DIAGONALS, SKIN PLATE AND LIFTING COMPONENTS WERE DESIGNED ACCORDING TO

LOAD COMBINATIONS, ALSO FOUND IN TABLE E-1 BELOW.

STRENGTH DEMANDS RESULTING FROM THE MAXIMUM VALUES OF THE FOLLOWING

DESIGNED FOR STRENGTHS AT ALL SECTIONS EQUAL TO OR EXCEEDING THE

IN ETL 1110-2-584 AND EVALUATED IN ANALYSIS. THE SERVICE GATE HAS BEEN

4. LOAD COMBINATIONS (UNLESS OTHERWISE NOTED) FOR LRFD DESIGN AS SPECIFIED

WITH ETL 1110-2-584.

3. THE RELIABILITY FACTOR OF .9 WAS USED FOR STRENGTH DESIGN IN ACCORDANCE

GATE AT A HEIGHT CORRESPONDING TO 1' BELOW NORMAL POOL EL.

2. THERMAL ICE OR DEBRIS LOAD = 5 KIPS PER LINEAL FOOT APPLIED ALONG ENTIRE

VERTICAL GIRDERS AT A HEIGHT CORRESPONDING TO 1' BELOW NORMAL POOL EL.

1. BARGE IMPACT = 250 KIPS UNFACTORED LOAD APPLIED AT ANY POINT BETWEEN END

DESIGN NOTES:

POST

Sheet

S O

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

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

K -1

-R -0

0 4' 8'SCALE : 3/16"=1'-0" 12'

S-103

A1 S-102

S-201

S-204

UPSTREAM

DOWNSTREAM

RIGHT SIDE

A N

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -1 x x x .d g n

M V

R -A

P P

W P

L T

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L D

E R

E G

M R

S -1 x x x .d g n

K K

A L

A F

H O

W N

M L

D S

E Y

B J

O N

S-101

O K

U K

L O

C K

P I

E R B

A S

M R

PLAN - SERVICE GATE

GATE

SERVICE

118'-1" (WITH END CAPS INSTALLED ON LIFTING PINS)

112'-6" L END VERTICAL GIRDERC

VERTICAL GIRDER

L END C

F L

O W

LEFT SIDE

GENERAL SHEET NOTES

ABOUT GATE CENTERLINE.

ALL GATE DIMENSIONS AND CALLOUTS SHOWN ARE SYM 1.

O V

E R

A L L P

L A

S E

R V

E G

A T

A1 S-306

C B

Sheet

S O

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

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

K -1

-R -0

Sheet

S O

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

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

K -1

-R -0

A N

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -1 x x x .d g n

M V

R -A

P P

W P

L T

A T

R O

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

O K

U K

L O

C K

P I

E R B

A S

S-102

S S

H O

W N

C B

GENERAL SHEET NOTES

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

W E

K -1

-R -0

C A

L M

O D

A T

C A A

S S

E M

B L

S N

U M

B E

R S U

P D

A T

E D

M R

S -1 x x x .d g n

B J

O N

E S

M L

D S

E Y

K K

A L

A F

U T

F L

O W

CL CL CL CL CL CL GATE

9'-0"9'-0"9'-0"9'-0"9'-0"11'-3"

FCM FCM

F C

FCM

TYP

CJP

TYP

CJP

TYP

CJP

TYP

CJP

TYP

CJP

TYP

CJP

CL GATE

CJP WELDS.

3. ALL BUTT WELDS ON TOP TRUSS SHALL BE

ABOUT GATE CENTERLINE.

ALL GATE DIMENSIONS AND CALLOUTS SHOWN ARE SYM 2.

WALKWAY NOT SHOWN FOR CLARITY. 1.

S E

R V

E G

A T

L E

F T H

A L F P

L A

L D

E R

E G

A T

SERVICE GATE PLAN - LEFT SIDE

"8 157'-0

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -1 x x x .d g n

M V

R -A

P P

W P

L T

A T

R O

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

O K

U K

L O

C K

P I

E R B

A S

S-103

S S

H O

W N

C B

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

W E

K -1

-R -0

F L

O W

C A

L M

O D

A T

C A A

S S

E M

B L

S N

U M

B E

R S U

P D

A T

E D

M R

S -1 x x x .d g n

B J

O N

E S

M L

D S

E Y

K K

A L

A F

U T

9'-0"9'-0"9'-0"9'-0"9'-0"

HANDRAIL SUPPORT SPACING

T H

G R

A T

A C

SERVICE GATE PLAN - RIGHT SIDE

CL CL CL CL CL CL CL CL CL CL CL

GENERAL SHEET NOTES

S E

R V

E G

A T

E P

L A

L D

E R

E G

A T

END OF TOP TRUSS

AS SHOWN

RAILING 2.5 DEG

BEND DS END OF

GRATING SEGMENT SPACING

CJP WELDS.

2. ALL BUTT WELDS ON THE TOP TRUSS SHALL BE

ABOUT GATE CENTERLINE.

ALL GATE DIMENSIONS AND CALLOUTS SHOWN ARE SYM 1.

S-530

EYE

LEVELING

H T H

A L F P

L A

"8 13'-09'-0"

"8 13'-0

"8 53'-6 11'-8"

11'-8"

"16 96'-6

4" "16

Sheet

S O

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

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

K -1

-R -0

S-527-A1

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -1 x x x .d g n

M V

R -A

P P

W P

L T

A T

R O

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

O K

U K

L O

C K

P I

E R B

A S

S-104

S S

H O

W N

C B

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

F L

O W

C A

L M

O D

A T

C A A

S S

E M

B L

S N

U M

B E

R S U

P D

A T

E D

M R

S -1 x x x .d g n

B J

O N

E S

M L

D S

E Y

K K

A L

A F

U T

TYP

CJP

TYP

CJP

"2 11'-3

WHEEL

ROLLER

FACE OF

GENERAL SHEET NOTES

B O

T T

O M P

L A

S E

R V

E G

A T

L D S

E R

E G

A T

C SHOEL C SHOEL C SHOEL

C L

A R

G P

UPSTREAM

DOWNSTREAM

3. SEE SHT S-527 FOR GATE SHOE DETAILS.

ABOUT GATE CENTERLINE.

ALL GATE DIMENSIONS AND CALLOUTS SHOWN ARE SYM 2.

WALKWAY NOT SHOWN FOR CLARITY. 1.

SERVICE GATE BOTTOM PLAN

S-531

S-533

29'-3"29'-3" 27'-0"27'-0" C L

Sheet

S O

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

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

K -1

-R -0

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -1 x x x .d g n

M V

R -A

P P

W P

L T

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

O K

U K

L O

C K

P I

E R B

A S

S-105

S S

H O

W N

MEASURED LENGTHDIMENSION

D C

E(R)

K(R)

L PINC

H(L)

J(R) L

TOP GATE

UPSTREAM ELEVATION

C O

N T

R O

L D

E N

N S

W E

K -1

-R -0

NOTE:

C TRUSSL

SHOWN.

OUTER MOST FACES OR CENTERLINES OF MEMBER

SHOWN. ALL OTHER DIMENSIONS MEASURE TO

CORNERS OR OUTSIDE CENTERLINE FACES

WORKING POINTS LOCATED EITHER AT EXTREME

ALL DIAGONAL DIMENSIONS SHOWN MEASURE TO2.

MEASURED.

DIMENSIONS LABELED IN TABLE MUST BE

DESIGNATES RIGHT SIDE OF GATE. ALL

"L" DISIGNATES LEFT SIDE OF GATE "R" 1.

LEFT SIDE (L) RIGHT SIDE (R)

M R

S -1 x x x .d g n

B J

O N

E S

M L

D S

E Y

K K

A L

A F

U T

F L

O W

±2

US CHORD WIDTH

" (BETWEEN PIN ENDS)4

1117'-11" ±

"4 1112'-6"±

"16 1+"2

11'-3

"4 1±"16

590'-11

105'-5"± "4 1105'-5"±

"41"±

17'-

"4 1"±16

117'-8

I(L)

CONTROL DIMENSIONS

N(L)

C TOP ROLLERL

DOWNSTREAM ELEVATION

OF BEND)

WP (CENTER OF BEND)

WP (CENTER

CL SIDE ROLLER

F A

C E

R O

L L E

R S

C PINL

C TOP TRUSSL

C BOTTOM GIRDERL

F(R)

G(R)

L D

E R

E G

A T

SKIN PL FACE SKIN PL FACE

"8 19'-0" ±"8

19'-0" ±"8 19'-0" ±"8

19'-0" ±"8 19'-0"±"8

111'-3" ± R(R) S(R) T(R) U(R) V(R) W(R)

"4 1"±16

117'-8

"4 1113'-6" -

"41"±

17'-

VIEW A

CL CL

Z(R)

AA(R)

BB(R)

BB(L)

BB(R)

AA(L)

AA(R)

Z(L)

Z(R)

W(L)

W(R)

V(L)

V(R)

U(L)

U(R)

T(L)

T(R)

S(L)

S(R)

R(L)

R(R)

N(L)

N(R)

K(L)

K(R)

J(L)

J(R)

I(L)

I(R)

H(L)

H(R)

G(L)

G(R)

F(L)

F(R)

E(L)

E(R)

"16 12'-9"±

"16 112"±

US FACE

Sheet

S O

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

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

K -1

-R -0

S O

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

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

K -1

-R -0

A N

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -2 x x x .d g n

M V

R -A

P P

W P

L T

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

O K

U K

L O

C K

P I

E R B

A S

S-202

S S

H O

W N

C B

0 4' 8'SCALE : 3/16"=1'-0" 12'A1

W E

K -1

-R -0

M R

S -2 x x x .d g n

B J

O N

E S

M L

D S

E Y

K K

A L

A F

U T

DS ELEVATION - RIGHT SIDE

11'-3" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0"

L C L C L C L C L C L C L C

S E

R V

E G

A T

E D

O W

N S

T R

E A

"x2'-0'x6"4

1PL

TYP TYP

DISTANCE

" EDGE 2

1WITH 1

" DIA. A307 BOLTS 2

"2 11 "2

M19LVG-SERV L DS FLANGE

M19LVG-SERV

L TOP TRUSSC

L TOP ROLLERC

Y P

T Y

"16 91'-9

GENERAL SHEET NOTES

L D

E R

E G

A T

2. SEE SHT S-528 FOR DIAGONAL DETAILS.

ABOUT GATE CENTERLINE.

ALL GATE DIMENSIONS AND CALLOUTS SHOWN ARE SYM 1.

L CL CL CL CL CL CL CL CL CL CL CL C

L CL C

L C

L C PIN

H T E

L E

V A

LETTERS AS SHOWN.

" WIDE 4

1" THICK BY 4

1WELD ON

1'-2" 8'-11"

2'-4"

6'-8"

2'-4"

6'-8"

2'-4"

6'-8"

2'-4"

6'-8"

2'-4"

6'-8"

1'-2"

S O

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

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

K -1

-R -0

A N

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -2 x x x .d g n

M V

R -A

P P

W P

L T

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

O K

U K

L O

C K

P I

E R B

A S

S-203

S S

H O

W N

C B

G U

A R

D G

A T

E D

O W

N S

T R

E A

CL GATE

S-521

GIRDER

L BOTTOM C

TRUSS

L TOP C

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

W E

K -1

-R -0

L CL CL CL CL C

L E

F T E

L E

V A

M R

S -2 x x x .d g n

B J

O N

E S

M L

D S

E Y

K K

A L

A F

U T

11'-3"9'-0"9'-0"9'-0"9'-0"9'-0"

"x2'-0'x6"4

1PL

TYP TYP

DISTANCE

" EDGE 2

1WITH 1

" DIA. A307 BOLTS 2

"2 11 "2

X LBS L DS FLANGE

XXXXXX

X LBSXX

L LIFTINGC

GENERAL SHEET NOTES

ABOUT GATE CENTERLINE.

ALL GATE DIMENSIONS AND CALLOUTS SHOWN ARE SYM 1.

L D

E R

E G

A T

DS ELEVATION - LEFT SIDE

LETTERS AS SHOWN.

" WIDE 4

1" THICK BY 4

1WELD ON

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -2 x x x .d g n

M V

R -A

P P

W P

L T

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

O K

U K

L O

C K

P I

E R B

A S

S-204

S S

H O

W N

C B

0 4' 8'SCALE : 3/16"=1'-0" 12'

E L E

V A

S-206

A1 A-205

W E

K -1

-R -0

M R

S -2 x x x .d g n

B J

O N

E S

M L

D S

E Y

K K

A L

A F

U T

S E

R V

E G

A T

E U

P S

T R

E A

UPSTREAM ELEVATION

L D

E R

E G

A T

Sheet

S O

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

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

K -1

-R -0

S O

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

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

K -1

-R -0

A N

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -2 x x x .d g n

M V

R -A

P P

W P

L T

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

O K

U K

L O

C K

P I

E R B

A S

S-205

S S

H O

W N

C B

CL GATE

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

W E

K -1

-R -0

L E

F T E

L E

V A

M R

S -2 x x x .d g n

B J

O N

E S

M L

D S

E Y

K K

A L

A F

U T

US ELEVATION - LEFT SIDE

GENERAL SHEET NOTES

S-510

GAP

S-535

L D

E R

E G

A T

S E

R V

E G

A T

E U

P S

T R

E A

ABOUT GATE CENTERLINE.

ALL GATE DIMENSIONS AND CALLOUTS SHOWN ARE SYM 1.

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -2 x x x .d g n

M V

R -A

P P

W P

L T

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

O K

U K

L O

C K

P I

E R B

A S

S-206

S S

H O

W N

C B

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

W E

K -1

-R -0

H T E

L E

V A

M R

S -2 x x x .d g n

B J

O N

E S

M L

D S

E Y

K K

A L

A F

U T

S E

R V

E G

A T

E U

P S

T R

E A

US ELEVATION - RIGHT SIDE

GENERAL SHEET NOTES

ABOUT GATE CENTERLINE.

ALL GATE DIMENSIONS AND CALLOUTS SHOWN ARE SYM 1.

L D

E R

E G

A T

OF FLANGE, TYP

WITH UPSTREAM EDGE

TO BE GROUND FLUSH

CJP WELD SKIN PLATE

ACCEPTANCE OF PAINT.

FLUSH AND SMOOTH FOR

SUCH THAT SURFACE IS

1111", AND GRIND EPOXY

IS EQUAL TO "BELZONA

APPROVED MATERIAL THAT

HOLES WITH WITH AN

FILL COUNTERSUNK BOLT

VERTICAL WEAR PLATES,

SEAL PLATES AND

AFTER INSTALLATION OF

SIMILAR TO DETAIL S-001-B5

TO PROFILE SHOWN,

PRIOR TO GRINDING

LEAVE TABS

SIMILAR TO DETAIL S-001-B5

TO PROFILE SHOWN

PLATE PRIOR TO GRINDING

LEAVE TABS ON SKIN

Sheet

S O

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

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

K -1

-R -0

S O

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

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

K -1

-R -0

A N

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -3 x x x .d g n

M V

R -A

P P

W P

L T

A T

R O

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

O K

U K

L O

C K

P I

E R B

A S

S-301

S S

H O

W N

C B

W E

K -1

-R -0

C D

D /0

M O

A T

C A H

E A

T S

T R

H T

E N

G A

L L

O W

A N

C E N

O T

M R

S -3 x x x .d g n

B J

O N

E S

M L

D S

E Y

K K

A L

A F

U T

S E

R V

E G

A T

S E

C T

N S

13'-9"

"16 73'-9

11" 11"

LC TOP TRUSS

C STRINGER

L LC C

LC DOWNSTREAM CHORD LC UPSTREAM CHORD

LC TOP TRUSS

LC BOTTOM GIRDER

TYP

CJP

SECTION - TYPICAL VERTICAL GIRDER

SECTION - TYPICAL GIRDER WITH SHOE

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

C BOTTOM GIRDER

"2 111'-7 "2

11'-4

UPSTREAMDOWNSTREAM

L D

E R

E G

A T

US FACE SKIN PLATE

LC S-527-A5

S O

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

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

K -1

-R -0

A N

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -3 x x x .d g n

M V

R -A

P P

W P

L T

A T

R O

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

O K

U K

L O

C K

P I

E R B

A S

S-302

S S

H O

W N

C B

W E

K -1

-R -0

C D

D /0

M O

A T

C A H

E A

T S

T R

H T

E N

G A

L L

O W

A N

C E N

O T

M R

S -3 x x x .d g n

B J

O N

E S

M L

D S

E Y

K K

A L

A F

U T

S E

R V

E G

A T

S E

C T

N S

C PADEYE

C ROLLER

C PIN

C TOP TRUSS

C ROLLER

C LIFTING PIN

C BOTTOM ROLLER

C BOTTOM GIRDER

C STIFFENER

C TOP TRUSS

C TOP TRUSSL

C PADEYEL

"16 92'-7

1'-0"

C R

O L L E

C ROLLERL

1'-0"1'-1"

LCCLCL

TYP

CJP

SECTION - CENTER VERTICAL GIRDER

SECTION - END VERTICAL GIRDER

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

1'-0"

L D

E R

E G

A T

S O

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

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

K -1

-R -0

A N

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -3 x x x .d g n

M V

R -A

P P

W P

L T

A T

R O

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

O K

U K

L O

C K

P I

E R B

A S

S-303

S S

H O

W N

C B

W E

K -1

-R -0

C D

D /0

M O

A T

C A H

E A

T S

T R

H T

E N

G A

L L

O W

A N

C E N

O T

M R

S -3 x x x .d g n

B J

O N

E S

M L

D S

E Y

K K

A L

A F

U T

S E

R V

E G

A T

S E

C T

N S

1'-4"

"2 11'-6

C TOP TRUSSL

LC LIFTING PIN

LC STIFFENER

LC ROLLER L

SECTION - END LIFTING ASSEMBLY

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

SECTION - END VIEW

L D

E R

E G

A T

C PADEYE

LC BEARING

BOTTOM OF LIFTING ASSEMBLY

TOP OF LIFTING ASSEMBLY

3'-10"

FOR S-506-D3

1'-0"

S O

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

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

K -1

-R -0

A N

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -3 x x x .d g n

M V

R -A

P P

W P

L T

A T

R O

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

O K

U K

L O

C K

P I

E R B

A S

S-304

S S

H O

W N

C B

W E

K -1

-R -0

C D

D /0

M O

A T

C A H

E A

T S

T R

H T

E N

G A

L L

O W

A N

C E N

O T

M R

S -3 x x x .d g n

B J

O N

E S

M L

D S

E Y

K K

A L

A F

U T

S E

R V

E G

A T

S E

C T

N S

7/16

LC GIRDER

"2 11'-3

CJP

SECTION - END VERTICAL GIRDER

SECTION -

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

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

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

L D

E R

E G

A T

CJP

TYP

5/16

LC LC

"16 73'-9

SECTION - END LIFTING ASSEMBLY SECTION

"2 12'-8

SECTION - END HANDRAIL

S O

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

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

K -1

-R -0

A N

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -3 x x x .d g n

M V

R -A

P P

W P

L T

A T

R O

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

O K

U K

L O

C K

P I

E R B

A S

S-305

S S

H O

W N

C B

W E

K -1

-R -0

C D

D /0

M O

A T

C A H

E A

T S

T R

H T

E N

G A

L L

O W

A N

C E N

O T

M R

S -3 x x x .d g n

B J

O N

E S

M L

D S

E Y

K K

A L

A F

U T

S E

R V

E G

A T

S E

C T

TYP

CJP

TYP

CJP

TYP

CJP

TYP

CJP

29'-3"27'-0"

L L LCC SHOE C SHOE

LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC

SECTION -

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

L D

E R

E G

A T

TYP

CJP

TYP

CJP

TYP

CJP

TYP

CJP

2'-10""2 12'-9"2

12'-92'-10"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"

S O

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

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

K -1

-R -0

A N

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -3 x x x .d g n

M V

R -A

P P

W P

L T

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

O K

U K

L O

C K

P I

E R B

A S

S-306

S S

H O

W N

C B

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

W E

K -1

-R -0

M R

S -3 x x x .d g n

B J

O N

E S

M L

D S

E Y

K K

A L

A F

TYP

CJP

TYP

CJP

TYP

CJP

TYP

CJP

TYP

CJP

TYP

CJP

CJP CJP CJP CJP CJP

S E

R V

E G

A T

SECTION -

L D

E R

E G

A T

CJP

CJP CJP

CJP

CJP CJP CJP CJP

CJP

CJP CJP CJP CJP CJP CJP CJP CJP CJP CJP

S E

C T

N S

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -5 x x x .d g n

M V

R -A

P P

W P

L T

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

O K

U K

L O

C K

P I

E R B

A S

S-502

S S

H O

W N

C B

GENERAL NOTES

M R

S -5 x x x .d g n

B J

O N

E S

M L

D S

E Y

K K

A L

A F

C1 S-502-C1

2'1'0SCALE : 1"=1'-0" C3

S-502-C3

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

C4 S-502-C4

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

A1 S-502-A1

"8 343'-10

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

"8 54'-4 4'-11"9'-0" "16

16'-1

"16 16'-1 9'-0"

"16 152'-10

" (T Y P

Y P

9" (T Y P

9" (T

YP)

"16 152'-10

" (TYP)

Y P

A5 S-502-A5

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

3'-7"

QTY: 1

MAT: ASTM A709 GR50 F2

QTY: 2

MAT: ASTM A709 GR50 F2

QTY: 1

MAT: ASTM A709 GR50 F2

QTY: 2

MAT: ASTM A709 GR50 F2

QTY: 1

MAT: ASTM A709 GR50 F2

3PL.

PL. 1"

"8 13'-7

3PL.

1'-6"6 SPACES @ 3'-0" = 18'-0""16

32'-5"16

32'-56 SPACES @ 3'-0" = 18'-0"1'-6"

1PL. 1

Y P

"8 54'-4

40.1°

" (TYP)8

Y P

1'-1

(TYP)

'-1

(T Y P

"16

Y P

"16

L D

E R

E G

A T

D E

T A

"4 31'-7"4

15 SP. @ 5"4

31'-7

"4 1= 2'-2

"8 781'-0"2'-0"1'-0"

" (T Y P

T O

P T

R U

S S

DIA. HOLE (TYP OF 36)16

R 1'-0"

"8 72'-3

PL.1"

1'-2" WIDE

TYP

40.1°

Sheet

S O

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

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

K -1

-R -0

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -5 x x x .d g n

M V

R -A

P P

W P

L T

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

O K

U K

L O

C K

P I

E R B

A S

S-503

S S

H O

W N

C B

W E

K -1

-R -0

M R

S -5 x x x .d g n

B J

O N

E S

M L

D S

E Y

K K

A L

A F

U T

C1 S-503-C1

A1 S-503-A1

S-503-A3

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

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

"16

"16 519'-2

3'-0"3'-0"3'-0"3'-0"3'-0""16 32'-5

"16 152'-10 "16

16'-1 "16 152'-10 "16

16'-1 "16 52'-7"16

152'-10

'-2

"8 53'-9"16

152'-10"16 16'-1"16

152'-10"4 33'-5

'-1

9"R

"16 1325'-9

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

"8 34'-7"16

152'-10"16 16'-1"16

73'-2

"8 710 "8

9" (TYP)

Y P

9" (TY

" (T Y P

"8 11'-9

" TYP.

9 - 3" Ø HOLES

1'-3

9"R

"16 151'-2

SP.@6"

1'-

" TYP.

QTY: 2

MAT: ASTM A709 GR50 F2

QTY: 2

MAT: ASTM A709 GR50 F2

QTY: 2

MAT: ASTM A709 GR50 F2

"16 131'-3

3PL

"16

1'-0"

3PL

L D

E R

E G

A T

D E

T A

" Ø (TYP)16

3" Ø (TYP)

3" Ø

" Ø16

1" Ø (TYP)

" Ø (TYP)2

3" Ø

1" Ø (TYP)

" Ø (TYP)2

T O

P T

R U

S S

TYPE OF 25

" DIA. HOLES, 2

OF 12

(TYP)

" Ø 2

3PL.

C5 S-503-C5

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

QTY: 2

MAT: ASTM A709 GR50 F2NOTE: MIRROR FOR OPP SIDE

NOTE: LOCATE ALL BOLT HOLE CENTERS 1" MIN. FROM EDGES

40.1°

TYP

40.1°

TYP

T Y

TYP

Y P

TYP

1'-1"

TYP

40.1°

"8 15'-9

1'-0"2'-0""4 12'-03'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"2'-9"2'-0"

3" Ø (TYP)

"8 11'-9

"16 1329'-3

"8 13 1'-0"

"8 55'-9

PL 1"

Sheet

S O

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

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

K -1

-R -0

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -5 x x x .d g n

M V

R -A

P P

W P

L T

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

O K

U K

L O

C K

P I

E R B

A S

S-504

S S

H O

W N

C B

GENERAL NOTES

W E

K -1

-R -0

M R

S -5 x x x .d g n

B J

O N

E S

M L

D S

E Y

K K

A L

A F

U T

D1 S-504-D1

C1 S-504-C1

B1 S-504-B1

A1 S-504-A1

"8 343'-10

"16 33'-5 8'-0" 8'-0"1'-0" 1'-0" 8'-0" 8'-0" "16

33'-51'-0" 1'-0" 1'-0"

8" (T

YP)

"16 1535'-

"16 1333'-11"8

8'-0" 8'-0" "16 134'-61'-0" 1'-0" 1'-0"

8" (TYP)

"8 343'-10

PL. 1"

"2 125'-10

"8 523'-2

"2 125'-10

"8 523'-2"8

72'-7

"4 3 "

PL. 1"

"16 32'-

"8 79'-11"4

11'-6

"16

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

L D

E R

E G

A T

D E

T A

QTY: 1

MAT: ASTM A709 GR50 F2

QTY: 2

MAT: ASTM A709 GR50 F2

QTY: 2

MAT: ASTM A709 GR50 F2

QTY: 1

MAT: ASTM A09 GR50 F2

T O

P T

R U

S S

0°

Sheet

S O

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

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

K -1

-R -0

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -5 x x x .d g n

M V

R -A

P P

W P

L T

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

O K

U K

L O

C K

P I

E R B

A S

S-505

S S

H O

W N

C B

GENERAL NOTES

W E

K -1

-R -0

M R

S -5 x x x .d g n

B J

O N

E S

M L

D S

E Y

K K

A L

A F

U T

C1 S-505-C1

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

"8 76'-6

C3 S-505-C3

A1 S-505-A1

D4 S-505-D4

C4 S-505-C4

Y P

(TYP)

(3) - 3"Ø HOLES

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

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

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

35 (1) - 3"Ø HOLE

Y P

(1) - 3"Ø HOLE

Y P

"16 156'-8 "16

116'-7

8" R

4'-11" 1'-1"

1'-0"

"16 114'-9

8" R

1'-0"

A3 S-505-A3

A4 S-505-A4

A5 S-505-A5

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

PL. 1"

1'-2"

1'-1"

PL. 1"

1'-2"

PL. 1"

3PL.

PL. 1"

1'-2"

L D

E R

E G

A T

T O

P T

R U

S S

D E

T A

QTY: 2

MAT: ASTM A709 GR50 F2

QTY: 10

MAT: ASTM A709 GR50 F2

QTY: 2

MAT: ASTM A709 GR50 F2

QTY: 2

MAT: ASTM A709 GR50 F2

QTY: 8

MAT: ASTM A709 GR50 F2

QTY: 2

MAT: ASTM A709 GR50 F2

0.1

40.1°

QTY: 2

MAT: ASTM A709 GR50 F2

QTY: 8

MAT: ASTM A709 GR50 F2

Sheet

S O

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

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

K -1

-R -0

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -5 x x x .d g n

M V

R -A

P P

W P

L T

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

O K

U K

L O

C K

P I

E R B

A S

S-506

S S

H O

W N

C B

GENERAL NOTESGENERAL NOTES

W E

K -1

-R -0

M R

S -5 x x x .d g n

B J

O N

E S

M L

D S

E Y

K K

A L

A F

U T

"8 55'-29"

C1 S-506-C1

"8 55'-29"

"8 56'-8

"4 32'-3 "16

133'-10

C2 S-506-C2

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

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

(3) - 3"Ø HOLES

"Ø HOLES2

(2) -

C3 S-506-C3

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

Y P

"16

A5 S-506-A5

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

1'-0"

R "

0 6" 1' 2'SCALE : 1 1/2"=1'-0"D3

S-506-D3

1'-0"

"16 13'-11

"8 12 1'-2" "4

11'-6

"16 34'-

A1 S-506-A1

"4 15'-49"

"4 15'-4 9"

A2 S-506-A2

"4 15'-49"

S-506-A3

PL. 1"

"2 11'-3

3PL.

PL. 1"

8"4"

PL. 1"

1'-0"

"8 31'-9 "16

132'-2

PL. 2"

L D

E R

E G

A T

T O

P T

R U

S S

D E

T A

QTY: 2

MAT: ASTM A709 GR50 F2

QTY: 8

MAT: ASTM A709 GR50 F2

QTY: 2

MAT: ASTM A709 GR50 F2

QTY: 2

MAT: ASTM A709 GR50 F2

QTY: 2

MAT: ASTM A709 GR50 F2

QTY: 8

MAT: ASTM A709 GR50 F2

QTY: 8

MAT: ASTM A709 GR50 F2QTY: 2

MAT: ASTM A709 GR50 F2

ON SHT S-103

WHERE SHOWN

FOR 2 PADEYES

"Ø HOLES16

(4) -

FOR OPPOSITE SIDE

NOTE: MIRROR DIMENSIONS

" HOLES16

1(4) - 1

8" R

0.1

40.1° 40.1°

40.1°

Sheet

S O

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

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

K -1

-R -0

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -5 x x x .d g n

M V

R -A

P P

W P

L T

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L D

E R

E G

M R

S -5 x x x .d g n

C B

K K

A L

A F

H O

W N

M L

D S

E Y

B J

O N

S-508

O K

U K

L O

C K

P I

E R B

A S

M R

D1 S-508-D1

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

B1 S-508-B1

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

A1 S-508-A1

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

"16 134'-61'-0"8'-0"1'-0"8'-0"1'-0"10'-3"1'-0"

8" T Y P

8" T

Y P

HOLES TYP.

" DIA.16

"16 1333'-91'-0"

"16 1334'-9

"16 134'-61'-0"

"16 53'-6"2

11'-1'-0""2 11'-5'-11""2

11'-1'-0""2 11'-8'-2""2

11'-1'-0"

"16 1334'-9

5°

T Y P

"16 1333'-91'-0"

"16 134'-61'-0"

"16 112'-4"2

11'-1'-0""2 11'-5'-11""2

11'-1'-0""2 11'-"16

112'-4

"16 321'-51'-0""16

321'-5

"8 343'-10

2'-4" (TYP)

(T Y

PL. 1"

LC10 FIT, TYP.

HOLES FOR

3" DIA.-0.000

+0.012

QTY: 1

MAT: ASTM A709 GR50 F2

Y P

2'-4" (TYP)

(T Y

LC10 FIT, TYP.

HOLES FOR

3" DIA.-0.000

+0.012

PL. 1"

QTY: 2

MAT: ASTM A709 GR50 F2

PL. 1"

QTY: 2

MAT: ASTM A709 GR50 F2

SLOPE AT 1.5, TYPSLOPE AT 1.5, TYP

SLOPE AT 1:5, TYP SLOPE AT 1:5, TYP

5°

B O

T T

O M G

D E

R D

E T

3" R

SLOPE AT 22.5°

WELD

FOR GATE SHOE

PREP THIS FACE

WELD

FOR GATE SHOE

PREP THIS FACE

WELD

FOR GATE SHOE

PREP THIS FACE

" T

Sheet

S O

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

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

K -1

-R -0

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -5 x x x .d g n

M V

R -A

P P

W P

L T

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L D

E R

E G

M R

S -5 x x x .d g n

C B

K K

A L

A F

H O

W N

M L

D S

E Y

B J

O N

S-509

O K

U K

L O

C K

P I

E R B

A S

M R

S-509-A1

B1 S-509-B1

D1 S-509-D1

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

"16 33'-51'-0"8'-0"1'-0"8'-0"1'-0"8'-0"1'-0"8'-0"1'-0""16

33'-5

"16 321'-51'-0""16

321'-5

"8 343'-10

8" T Y P

8" T

Y P

"16

32'-513 SPACES @ 3'-0" = 39'-0""16

32'-5

"8 343'-10

3" DIA. HOLE TYP.

" T

YP.

8 SPACES @ 3'-0" = 24'-0"2'-9"2 SPACES @ 3'-0" = 6'-0""4

111 "16

"16 134'-3

3" DIA. HOLE TYP.

T Y P

QTY: 2

MAT: ASTM A709 GR50 F2

QTY: 1

MAT: ASTM A709 GR50 F2

QTY: 1

MAT: ASTM A709 GR50 F2

3PL.

SLOPE AT 1:5, TYP SLOPE AT 1:5, TYP

T Y

PL. 1"

B O

T T

O M G

D E

R D

E T

SHOE WELD

PREP FOR GATE

Sheet

S O

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

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

K -1

-R -0

S-510-C1

S-510-B1 S-510-A1

A N

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -5 x x x .d g n

M V

R -A

P P

W P

L T

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L D

E R

E G

M R

S -5 x x x .d g n

C B

K K

A L

A F

H O

W N

M L

D S

E Y

B J

O N

S-510

O K

U K

L O

C K

P I

E R B

A S

M R

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

"2 113""2

" DIA. HOLES TYP.16

"2 113""2

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

C1 S-510-C1

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

"2 17 "2

"2 11 3"3" "2

112 SP. @ 3" = 6"2"

"2 11'-6

S-510-A1 SHIM

QTY: 2

MAT: ASTM A668 CLASS F

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

45°

BOTTOM SPACER

S-510-B1 WEAR PLATE

" THK - 8 EA.4

" THK - 8 EA.8

1QTY:

MAT: ASTM A36

SHT S-104.

AS SHOWN ON

CLEAR DISTANCE

ADD SHIMS TO MEET

T A

& WASHERS, TYP.

GRADE A325 BOLTS, NUTS

" DIA. ASTM 4

3FOR

" DIA. HOLES16

13DRILL

COMPONENT WOULD BE 100% UT TESTED.

GOVERNMENT APPROVAL, IN WHICH CASE THE

CJP WELDS IN LIEU OF A FORGING FOR

2. CONTRACTOR MAY SUBMIT A WELDEMENT WITH

" MINIMUM CHAMFER ON ALL INNER CORNERS4

11. PROVIDE

NOTE:

WASHERS, TYP.

CSK BOLTS, NUTS, &

" 4

3COUNTERSUNK FOR

" DIA. HOLES,16

QTY: 2

MAT: ASTM A709

This is the start of the file's text. The full file is on GovTribe.

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