W912EK21R0026 Drawings.pdf

PDF 18 MB Posted Aug 3, 2021

Attached to: Illinois River Basin, Lockport Lock and Dam, Lockport, IL, Lockport Vertical Lift Gates Replacement
Solicitation number: W912EK21R0026
Issued by: Department of the Army Corps of Engineers Engineering District Rock Island

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Written by GovTribe AI · Dec 28, 2023

This federal contract opportunity solicitation seeks fabrication and delivery of vertical lift gate structures for the Illinois River Basin Lockport Lock and Dam located in Lockport, Illinois. The solicitation number is W912EK21R0026 and was issued by the Department of the Army Corps of Engineers Engineering District Rock Island. The opportunity description specifies work includes fabrication and delivery of vertical lift gate structures to replace the existing gates at the Lockport Lock and Dam. Interested parties should respond in accordance with the requirements and instructions set forth in solicitation number W912EK21R0026.

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I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12

ROCK ISLAND DISTRICT

ILLINOIS RIVER BASIN

LOCKPORT LOCK AND DAM

LOCKPORT VERTICAL LIFT GATES REPLACEMENT

SOLICITATION/MATOC/SATOC NO: W912EK21 R0026

CONTRACT/TASK ORDER NO:

ISSUE DATE:

I 13 I 14 I 15 I 16 I 17 I 18 I 19 I

THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND

DISTRICT CORPS OF ENGINEERS. THE INITIALS OR

SIGNATURES AND REGISTRATION DESIGNATIONS OF

INDIVIDUALS APPEAR ON THESE PROJECT

DOCUMENTS WITHIN THE SCOPE OF THEIR

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

SIGNATURES INDICATE OFFICIAL RECOMMENDATION

OF ALL DRAWINGS IN THIS SET.

APPROVAL RECOMMENDED BY:

CHIEF, DESIGN BRANCH

CHIEF, HYDROLOGY & HYDRAULICS BRANCH

CHIEF, GEOTECHNICAL BRANCH

CHIEF, TECHNICAL SERVICES BRANCH

CHIEF, ENGINEERING & CONSTRUCTION DIVISION

DATE

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LEGEND

MARK NUMBER

GENERAL NOTES

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.

FRACTURE CRITICAL MEMBERFCM

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FRACTURE CRITICAL MEMBERS

TESTING

DIMENSIONAL TOLERANCES

AND GRINDING

AFTER WELDING

FINISH LINE

GENERAL NOTES 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

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

INCH.8

VARY FROM A TRUE PLANE BY MORE THAN

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

ORIENTATION.

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

SURFACE TO BE MACHINED FLAT WITH MAXIMUM OF ⅛ INCH MATERIAL REMOVED.

MACHINE FLAT CALLOUTS REQUIRE THE COMPONENT BE MACHINED TO BEAR ON MATING PAR. MATING28.

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

COMPONENTS SHALL HAVE DETAIL SIMILAR TO DETAIL E15 OF THIS SHEET, WITH A TAB EXTENSION TO

27. ALL COMPONENTS WITH FLUSH-RADIUS TRANSITIONS, SUCH AS THE END LIFTING BEAM AND END STRUT

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

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

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

PRIMER PRIOR TO ASSEMBLY.

24. 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.

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

125 MICRO-INCHES.

22. 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.

21. 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

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

BE DISPLAYED AS SHOWN ON SHT S-105.

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

18. ALL CONNECTIONS SHALL BE PAINTED AFTER WELDING.

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

17. 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

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

SHORT SLOTTED HOLES. WASHERS SHALL BE ASTM F436 PLATE HARDENED WASHERS.

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

DIMENSIONAL REQUIREMENTS.

ACCORDANCE WITH THE REQUIREMENTS OF THE SPECIFICATIONS. MACHINING MAY BE REQUIRED TO MEET

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

ALL DRILLED HOLES FOR BOLTED CONNECTIONS TO BE PREPPED AND PRIMED.

ASTM A449 HEX DRIVE FLAT SOCKET SCREWS.

SKIN PLATE BOLTS TO BE ASTM F3125, GRADE A325 SNUG TIGHT. SEAL PLATE BOLTS TO BE COUNTERSUNK

EXCLUDED FROM THE SHEAR PLANE.

STRUCTURAL MEMBERS, ARE TO BE ASTM F3125, GRADE A490 FULLY PRETENTIONED WITH THREADS

ALL BOLTS FOR STRUCTURAL CONNECTIONS, EXCEPT THOSE CONNECTING THE SKIN AND SEAL PLATES TO5.

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

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

THE REQUIREMENTS OF ASTM A709 SECTION 10.1 (NON-FRACTURE-CRITICAL, T, TENSION COMPONENTS).

PLATE COMPONENTS. ALL NON-FRACTURE-CRITICALMMEMBERS, THOSE NOT LISTED ABOVE, WILL MEET

TRUSSES, CORNER COLUMNS, CENTER LIFTING ASSEMBLY, END LIFTING ASSEMBLIES AND ASSOCIATED BASE

THE REQUIREMENTS OF ASTM A709 SECTION 10.2 (FRACTURE CRITICAL, F, COMPONENTS) APPLY TO THE

GRADE 50, ZONE 2.

STRUCTURAL STEEL, UNLESS NOTED OTHERWISE WILL 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 VERTICAL LIFT GATE SHALL HAVE ITS IDENTIFICATION NUMBER PLATE AS SHOWN ON SHEET S-560.

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 INTERFERENCE'S RELATED TO FABRICATION SHALL

TRUSSES. THE SERVICE GATE AND EMERGENCY GATE (CONTRACT OPTION A) ARE IDENTICAL STRUCTURES.

INTERCOSTALS AND SUPPORTED BY VERTICAL MEMBERS THAT SPAN BETWEEN FOUR HORIZONTAL

THE SPECIFICATION. THE VERTICAL LIFT GATE ASSEMBLY INCLUDES SKIN PLATING THAT IS STIFFENED 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

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

15. 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

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

13. ALL WELDING WILL BE CONDUCTED USING LOW HYDROGEN PROCESSES AND 70 KSI WELD METAL.

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 GATE SHALL BE FILLED WITH AN APPROVED MATERIAL

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

PROCESS AND THE SAME FILLET SIZE.

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

11. WELD ACCESS HOLES WILL BE USED TO PREVENT THE INTERSECTION OF WELDS AND WILL BE

FILLET WELDS SHALL ALSO NOT BE MADE LARGER THAN THE MAXIMUM SIZE PERMITTED IN AWS D1.5.

". 4

AS SHOWN ON DETAIL A15 OF THIS SHEET. NO FILLET WELDS SHALL BE SMALLER THAN

ACCORDANCE WITH AWS D1.5, AND SHALL BE WRAPPED WITH ADJACENT FILLET WELD SIZE,

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

TO THE DIRECTION OF STRESS FLOW.

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

8. UNLESS OTHERWISE NOTED, ALL WELDING WILL BE IN ACCORDANCE WITH AWS D1.5.

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

-100% OF ALL SPLICES

-100% OF CJP WELDS OF TRUSS MEMBERS

-100% OF END LIFTING BEAM WELDS

-100% OF TOP TRUSS END STRUT WELDS

-100% OF LIFTING ASSEMBLY SUPPORT WELDS

-100% OF LIFTING ASSEMBLY WELDS

-100% OF CORNER COLUMN WELDS

6. THE FOLLOWING SHALL RECIEVE ULTRASONIC TESTING:

-100% OF FILLET WELDS

-100% OF EACH PJP WELD

5. THE FOLLOWING SHALL RECIEVE MAGNETIC PARTICLE TESTING:

-100% OF ALL SPLICES ON FCM'S

4. THE FOLLOWING SHALL RECIEVE RADIOGRAPHIC TESTING:

THE QUALITY OF THE PROCEDURE AND PROCESS.

TABLE 8.4). THE TESTING SHALL BE DONE AS EARLY IN THE PROJECT AS POSSIBLE TO ASSURE

UT ACCEPTANCE CRITERIA FOR MEMBERS IN TENSION, SEVERITY CLASS C (GIVEN IN AWS D1.5

D1.5 REQUIREMENTS FOR FRACTURE CRITICAL MEMBERS, AND SHALL COMPLY WITH AWS D1.5

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

BE SUBMITTED FOR APPROVAL BY THE CONTRACTING OFFICER PRIOR TO PRIMING.

1. 100% OF WELDS MUST BE VISUALLY INSPECTED BY A CWI AND ACCEPTABLE RESULTS MUST

HOLES

WELD ACCESS PLATES TYP

END OF ALL WELDED

WRAP WELD AROUND

RADIUS TENSION DETAIL

SCALE: NO SCALE

E15

WRAP WELD DETAIL

SCALE: NO SCALE

A15

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T W

A T

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

K P

O R

T V

E R

A L L

T G

A T

E S R

E P

L A

C E

M E

N T

A N

S I

S O

A T

C K

P O

R T L

O C

K A

N D D

A M

E R B

C K I S

L A

N D

C K I S

L A

N D D

T R

O N

E S

V E

R T

A L L

T G

A T

D O

W N

S T

R E

A M I S

O M

E T

S-102

D D

L O

K A

T W

A T

L D

A M

C K

E L V

SCALE: 3/16" = 1'-0"

ISOMETRIC DOWNSTREAM

8'0 4' 16'

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

K P

O R

T V

E R

A L L

T G

A T

E S R

E P

L A

C E

M E

N T

A N

S I

S O

A T

C K

P O

R T L

O C

K A

N D D

A M

E R B

C K I S

L A

N D

C K I S

L A

N D D

T R

O N

R T

A L L

T G

A T

P L

A N

S-103

D D

L O

K A

T W

A T

L D

A M

C K

E L V

DOWNSTREAM

LAND SIDE

F L

O W

RIVER SIDE

S-201

A1 S-309

S-202

UPSTREAM

GENERAL SHEET NOTES

WALKWAY NOT SHOWN FOR CLARITY.2.

ABOUT GATE CENTERLINE.

ALL GATE DIMENSIONS AND CALLOUTS SHOWN ARE SYM 1.

LC LIFT GATE

LC END VERTICAL MEMBER

S-307

A1 S-307

A1 S-305

A10 S-305

A10

117'-5 1/2 "

118'-8 1/2 "

LC END VERTICAL MEMBER

SCALE: 3/16" = 1'-0"

PLAN - LIFT GATE

8'0 4' 16'

A1 S-310

S-306

EDGE OF SEAL PLATE

EDGE OF TRUSS

A1 S-308

S-308

A1 S-203

A10

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

K P

O R

T V

E R

A L L

T G

A T

E S R

E P

L A

C E

M E

N T

A N

S I

S O

A T

C K

P O

R T L

O C

K A

N D D

A M

E R B

C K I S

L A

N D

C K I S

L A

N D D

T R

O N

R T

A L L

T G

A T

C O

N T

R O

L D

E N

N S

S-105

D D

L O

K A

T W

A T

L D

A M

C K

E L V

TOP GATE

RIVER SIDE (R) LAND SIDE (L)

F L

O W

DOWNSTREAM ELEVATION

1/16"13'-1 1/2"AD-L

1/16"13'-1 1/2"AD-R

1/16"12'-11 1/2"AC

1/4"117'-5 1/2"AB

1/4"117'-5 1/2"AA

MEASURED LENGTHTOLERANCEDIMENSIONDIMENSION ID

TOP GATE

SCALE: 1"=5'-0"

CONTROL DIMENSINS VERTICAL LIFT GATE

MEASUREMENT LOCATION.

SHALL BE MARKED WITH A CENTER PUNCH TO ENSURE CONSISTENT

ALL CONTROL DIMENSIONS REFERENCED TO A MEMBER'S CENTERLINE 3.

CENTERLINES OF MEMBER SHOWN.

SHOWN. ALL OTHER DIMENSIONS MEASURE TO OUTER MOST FACES OR

LOCATED EITHER AT EXTREME CORNERS OR OUTSIDE CENTERLINE FACES

ALL DIAGONAL DIMENSIONS SHOWN MEASURE TO WORKING POINTS 2.

ALL DIMENSIONS LABELED IN TABLE MUST BE MEASURED.

"L" DISIGNATES LAND SIDE OF GATE "R" DESIGNATES RIVER SIDE OF GATE. 1.

GENERAL SHEET NOTES

117'-5 1/2 "

119'-9 7/16 "

119'- 9 7/1

6 "

0 5' 10'

117'-10 1/8 "

117'-8"

CL@ ON DS SIDE ONLY

117'-8"

117'-10 1/8

B P -R

B R -R

B Q -R

B S -R

B S -L

B R -L

B Q -R

B P -L

A D -L

A C

A D -R

1/16"9'-6"BS-L

1/16"9'-6"BS-R

1/16"7'-0"BR-L

1/16"7'-0"BR-R

1/16"7'-0"BQ-L

1/16"7'-0"BQ-R

1/8"23'-6"BP-L

1/8"23'-6"BP-R

1/16"9'-6"BN

1/16"7'-0"BM

1/16"7'-0"BL

1/4"117'-8"BK

1/4"117'-8"BJ

1/4"117'-8"BH

1/4"117'-8"BG

1/4"119'-9 7/16"BF

1/4"119'-9 7/16"BE

1/4"117'-10 1/8"BD

1/4"117'-10 1/8"BC

1/4"117'-5 1/2"BB

1/4"117'-5 1/2"BA

MEASURED LENGTHTOLERANCEDIMENSIONDIMENSION ID

DOWNSTREAM ELEVATION

B M

B N

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

K P

O R

T V

E R

A L L

T G

A T

E S R

E P

L A

C E

M E

N T

A N

S I

S O

A T

C K

P O

R T L

O C

K A

N D D

A M

E R B

C K I S

L A

N D

C K I S

L A

N D D

T R

O N

E S

E L E

V A

V E

R T

A L L

T G

A T

C O

N T

R O

L D

E N

N S

S-106

D D

L O

K A

T W

A T

L D

A M

C K

E L V

MEASUREMENT LOCATION.

SHALL BE MARKED WITH A CENTER PUNCH TO ENSURE CONSISTENT

ALL CONTROL DIMENSIONS REFERENCED TO A MEMBER'S CENTERLINE 3.

CENTERLINES OF MEMBER SHOWN.

SHOWN. ALL OTHER DIMENSIONS MEASURE TO OUTER MOST FACES OR

LOCATED EITHER AT EXTREME CORNERS OR OUTSIDE CENTERLINE FACES

ALL DIAGONAL DIMENSIONS SHOWN MEASURE TO WORKING POINTS 2.

ALL DIMENSIONS LABELED IN TABLE MUST BE MEASURED.

"L" DISIGNATES LAND SIDE OF GATE "R" DESIGNATES RIVER SIDE OF GATE. 1.

GENERAL SHEET NOTES

SCALE:

CONTROL DIMENSINS VERTICAL LIFT GATE

13'-1 1/4 "

5'-6 3/4 "

13'-3 1/2 "

7'-10 3/4 "

5'-6 3/4 "

'-4

'- 1 /4

15'- 1/4 "

16'-4"

'-0

1/16"5'-4"CU-L

1/16"5'-4"CU-R

1/16"4'-9 1/2"CT-L

1/16"4'-9 1/2"CT-R

1/16"4'-8 1/2"CS-L

1/16"4'-8 1/2"CS-R

1/16"9'-6"CR-L

1/16"9'-6"CR-R

1/16"7'-0"CQ-L

1/16"7'-0"CQ-R

1/16"7'-0"CP-L

1/16"7'-0"CP-R

1/16"13'-3 1/2"CN-L

1/16"13'-3 1/2"CN-R

1/16"5'-6 3/4"CM-L

1/16"5'-6 3/4"CM-R

1/16"15'-0 1/4"CL-L

1/16"15'-0 1/4"CL-R

1/16"15'-0 1/4"CK-L

1/16"15'-0 1/4"CK-R

1/16"15'-0 1/4"CJ-L

1/16"15'-0 1/4"CJ-R

1/16"15'-0 1/4"CH-L

1/16"23'-6"CH-R

1/8"27'-0"CG-L

1/8"27'-0"CG-R

1/8"27'-0"CF-L

1/8"27'-0"CF-R

1/16"16'-4"CE-L

1/16"16'-4"CE-R

1/16"16'-4"CD-L

1/16"16'-4"CD-R

1/16"5'-6 3/4"CC-L

1/16"5'-6 3/4"CC-R

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

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

1/16"13'-1 1/4"CA-L

1/16"13'-1 1/4"CA-R

MEASURED LENGTHTOLERANCEDIMENSIONDIMENSION ID

DOWNSTREAM ELEVATION

CA-R CA-L

CB-R CB-L

CC-R CC-L

CM-R CM-L

CN-R CN-L

C P -L

C P -R

C Q -L

C Q -R

C R -L

C R -R

C S -L

C S -R

C U -L

C U -R

C T -L

C T -R

-R

-L

C D -R

C D -L

C E-

CH-R

CH-L

C F -R

C F -L

CK-R

CK-L

CL-

C G -R

C G -L

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

K P

O R

T V

E R

A L L

T G

A T

E S R

E P

L A

C E

M E

N T

S-519-A1 S-519-A8 S-519-A8 S-519-A8 S-519-A8 S-519-A8 S-519-A8 S-519-A8 S-519-A8 S-519-A1

S-509-A17

S-509-H1

S-509-A17

S-520-A8 S-520-A8 S-520-A8 S-520-A8 S-520-A8 S-520-A8 S-520-A8 S-520-A8 S-520-A8

S-540-A1

S-526-A1 S-526-A1

S-532-A1S-532-A1

S-538-G1 S-538-G1S-538-A7

S-532-A1 S-532-A1

A N

S I

S O

A T

C K

P O

R T L

O C

K A

N D D

A M

E R B

C K I S

L A

N D

C K I S

L A

N D D

T R

O N

E S

U P

S T

R E

A M

V E

R T

A L L

T G

A T

E L E

V A

S-201

D D

L O

K A

T W

A T

L D

A M

C K

E L V

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

ELEVATION - UPSTREAM

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

K P

O R

T V

E R

A L L

T G

A T

E S R

E P

L A

C E

M E

N T

S-534-A1

S-534-A1S-534-A1

S-534-A1

A N

S I

S O

A T

C K

P O

R T L

O C

K A

N D D

A M

E R B

C K I S

L A

N D

C K I S

L A

N D D

T R

O N

E S

D O

W N

S T

R E

A M

V E

R T

A L L

T G

A T

E L E

V A

S-202

D D

L O

K A

T W

A T

L D

A M

C K

E L V

S-302

A1 S-303

A1 S-304

A1 S-301

SCALE: 3/16" = 1'-0"

ELEVATION DOWNSTREAM

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

K P

O R

T V

E R

A L L

T G

A T

E S R

E P

L A

C E

M E

N T

S-534-A1

S-526-A1

S-536-A1

S-532-A1

S-532-A1 S-534-A1

S-538-G1 S-538-A1

A N

S I

S O

A T

C K

P O

R T L

O C

K A

N D D

A M

E R B

C K I S

L A

N D

C K I S

L A

N D D

T R

O N

E S

E R S

V E

R T

A L L

T G

A T

E L E

V A

S-203

D D

L O

K A

T W

A T

L D

A M

C K

E L V

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

ELEVATION RIVER SIDE

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

K P

O R

T V

E R

A L L

T G

A T

E S R

E P

L A

C E

M E

N T

S-517-J6

S-518-J1

S-510-A14

S-517-J11

S-518-J6

S-517-J11

S-510-A18

S-503-H1

S-502-K9S-501-K1

S-503-A13 S-504-A12

S-510-A1

S-530-A1

S-501-A1

S-501-K11

S-501-A11

S-502-A1

S-501-A17

S-502-E16

S-501-E11S-502-K1

S-502-A16

S-503-A1

S-503-G13

S-503-L9S-503-H9

S-504-F16

S-517-A11

S-503-E1 S-504-A1 S-504-F1

S-504-K9

S-501-F1 S-502-G1

S-505-A14

S-504-A15 S-504-A18

S-505-E10S-502-A16

S-504-K1

S-517-A11

S-510-E10

A N

S I

S O

A T

C K

P O

R T L

O C

K A

N D D

A M

E R B

C K I S

L A

N D

C K I S

L A

N D D

T R

O N

E S

T O

P T

R U

S S

V E

R T

A L L

T G

A T

S E

C T

S-301

D D

L O

K A

T W

A T

L D

A M

C K

E L V

F L

O W

UPSTREAM

LC END VERTICAL MEMBER

GENERAL SHEET NOTES

MEMBER.

ENTIRE TRUSS ASSEMBLY IS A FRACTURE CRITICAL 6.

END LIFTING ASSEMBLY NOT SHOWN FOR CLARITY.5.

COMPLETE JOINT PENETRATION WELDS.

CENTER LIFTING BEAM FLANGE TO WEB WELDS TO BE 4.

FILLET WELDS.

TRUSS MEMBER FLANGE TO WEB WELDS TO 5/16" DOUBLE 3.

CJP WELDS.

2. ALL BUTT JOINTS ON TRUSS TO BE

ABOUT GATE CENTERLINE.

ALL GATE DIMENSIONS AND CALLOUTS SHOWN ARE SYM 1.

LC LIFT GATE

11'-8 3/4 " 11'-9"11'-9"11'-9"11'-9"

CL CL CL CL

SECTION - TOP TRUSS

4'0 2' 8'

CJP

(TYP)

5/16

TYP

1'-4 1/16 "

1'-9 1/4 "

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

K P

O R

T V

E R

A L L

T G

A T

E S R

E P

L A

C E

M E

N T

S-518-A11S-518-A16

S-518-J1 S-517-G16

S-518-A6

S-517-A16S-517-A16

S-517-A6

S-505-J1

S-517-A1

S-507-J1

S-518-A1

S-506-F1S-505-G1

S-508-J9

S-524-E1S-508-A1S-507-A1 S-503-E1

S-524-L1S-508-A13

S-507-G17 S-508-E1

S-524-E13

S-508-E5

S-507-E13

S-508-E9 S-508-G17

S-505-A1 S-506-A1

S-507-A13 S-506-J1 S-508-J1S-506-J5 S-506-J13

S-506-E16 S-506-A16S-506-A16S-523-E17S-505-A10

S-518-A6

A N

S I

S O

A T

C K

P O

R T L

O C

K A

N D D

A M

E R B

C K I S

L A

N D

C K I S

L A

N D D

T R

O N

E S

S E

C O

N D T

R U

S S

V E

R T

A L L

T G

A T

S E

C T

S-302

D D

L O

K A

T W

A T

L D

A M

C K

E L V

F L

O W

UPSTREAM

LC END VERTICAL MEMBER

GENERAL SHEET NOTES

MEMBER.

ENTIRE TRUSS ASSEMBLY IS A FRACTURE CRITICAL 5.

VERTICAL MEMBERS NOT SHOWN FOR CLARITY.4.

DOUBLE FILLET WELDS.

TRUSS MEMBER FLANGE TO WEB WELDS TO BE 5/16" 3.

CJP WELDS.

2. ALL BUTT JOINTS ON TRUSS TO BE

ABOUT GATE CENTERLINE.

ALL GATE DIMENSIONS AND CALLOUTS SHOWN ARE SYM 1.

LC LIFT GATE

11'-8 3/4 " 11'-9"11'-9"11'-9"11'-9"

CL CL CL CL

SECTION - SECTION TRUSS

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

K P

O R

T V

E R

A L L

T G

A T

E S R

E P

L A

C E

M E

N T

S-517-A1

S-507-J1

S-517-A16

S-517-A6

S-505-J1

S-518-A6

S-517-G16

S-518-A16

S-518-J1

S-518-A11

S-506-F1S-505-G1

S-506-J13

S-508-J9

S-518-A1

S-507-A13

S-505-A1 S-506-A1

S-506-J5 S-508-J1

S-525-A1 S-525-F1S-503-E1 S-524-E1

S-507-G17 S-508-E1

S-508-A13 S-524-L1

S-508-E5 S-508-E9

S-524-E13

S-517-A16

S-518-A6

S-506-J1

S-506-A16 S-506-E16S-506-A16S-523-E17S-505-A10

S-508-G17

S-507-E13

A N

S I

S O

A T

C K

P O

R T L

O C

K A

N D D

A M

E R B

C K I S

L A

N D

C K I S

L A

N D D

T R

O N

E S

T H

D T

R U

S S

V E

R T

A L L

T G

A T

S E

C T

S-303

D D

L O

K A

T W

A T

L D

A M

C K

E L V

LC LIFT GATE

11'-9"11'-9"11'-9"11'-9"

CL CL CLLC END VERTICAL MEMBER

11'-8 3/4 "

DOWNSTREAM

F L

O W

GENERAL SHEET NOTES

MEMBER.

ENTIRE TRUSS ASSEMBLY IS A FRACTURE CRITICAL 5.

VERTICAL MEMBERS NOT SHOWN FOR CLARITY.4.

DOUBLE FILET WELDS.

TRUSS MEMBERS FLANGE TO WEB WELDS TO BE 5/16" 3.

CJP WELDS.

2. ALL BUTT JOINTS ON TRUSS TO BE

ABOUT GATE CENTERLINE.

ALL GATE DIMENSIONS AND CALLOUTS SHOWN ARE SYM 1.

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

SECTION - THIRD TRUSS

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

K P

O R

T V

E R

A L L

T G

A T

E S R

E P

L A

C E

M E

N T

S-507-J9

S-522-E1

S-517-A16

S-517-A6

S-521-K1

S-521-A5

S-521-F1

S-521-F5

S-509-A1S-509-E1

S-523-K1

S-521-A1

S-521-K11

S-507-E1 S-524-A1

S-521-E11

S-522-A1 S-523-A1S-503-E1 S-524-H1

S-522-A13 S-522-A17

S-522-K1 S-522-K11 S-523-A14

S-523-A17

S-523-E1

S-525-A14

S-521-A11 S-521-A17 S-523-E14

S-521-A5 S-521-A5

S-521-E11

S-523-E14 S-523-E14

S-523-A17 S-523-A17

S-523-E1

S-523-K11 A N

S I

S O

A T

C K

P O

R T L

O C

K A

N D D

A M

E R B

C K I S

L A

N D

C K I S

L A

N D D

T R

O N

E S

B O

T T

O M T

R U

S S

V E

R T

A L L

T G

A T

S E

C T

S-304

D D

L O

K A

T W

A T

L D

A M

C K

E L V

LC LIFT GATE

11'-9"11'-9"11'-9"11'-9"

CL CL CLLC END VERTICAL MEMBER

DOWNSTREAM

F L

O W

GENERAL SHEET NOTES

MEMBER.

ENTIRE TRUSS ASSEMBLY IS A FRACTURE CRITICAL 5.

VERTICAL MEMBERS NOT SHOWN FOR CLARITY.4.

DOUBLE FILLET WELDS.

TRUSS MEMBERS FLANGE TO WEB WELDS TO BE 5/16" 3.

CJP WELDS.

2. ALL BUTT JOINTS ON TRUSS TO BE

ABOUT GATE CENTERLINE.

ALL GATE DIMENSIONS AND CALLOUTS SHOWN ARE SYM 1.

CJP

(TYP)

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

SECTION - BOTTOM TRUSS

11'-8 3/4 "

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

K P

O R

T V

E R

A L L

T G

A T

E S R

E P

L A

C E

M E

N T

S-510-A1

S-530-A1

S-511-A1 S-511-A10

S-513-A9 S-513-G13

S-513-A17 S-513-H9

S-512-H1

S-512-H9

S-516-A12

S-513-H1

S-513-H5

S-513-A13

S-550-K9 S-550-K9

S-550-A13

S-550-F9 S-550-F13

S-550-A18

S-550-K1 S-550-K1

S-550-M1

S-550-K1 S-550-K1

S-550-H9 S-550-H9

A N

S I

S O

A T

C K

P O

R T L

O C

K A

N D D

A M

E R B

C K I S

L A

N D

C K I S

L A

N D D

T R

O N

R T

A L L

T G

A T

S E

C T

S-305

D D

L O

K A

T W

A T

L D

A M

C K

E L V

C TRUSSL

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

SECTION

A10

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

SECTION

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

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

K P

O R

T V

E R

A L L

T G

A T

E S R

E P

L A

C E

M E

N T

S-512-H9

S-512-H1 S-513-H1

S-513-H5

S-516-A12 S-513-A13

A N

S I

S O

A T

C K

P O

R T L

O C

K A

N D D

A M

E R B

C K I S

L A

N D

C K I S

L A

N D D

T R

O N

R T

A L L

T G

A T

S E

C T

S-306

D D

L O

K A

T W

A T

L D

A M

C K

E L V

C TRUSSL

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

0 2' 4'1'

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

K P

O R

T V

E R

A L L

T G

A T

E S R

E P

L A

C E

M E

N T

S-512-H1

S-513-A1

S-512-H9 S-513-A5

S-513-A5

S-512-A13

S-512-A5 S-513-A1

S-516-A12 S-513-A5

S-516-H11

S-513-A5

S-550-K9

S-550-A13

S-550-F13

S-550-A18

S-550-F9

S-550-K1 S-550-K1

S-550-M1

S-550-H9

S-550-K9

S-550-M9S-550-M9

S-550-H9 S-550-H9

A N

S I

S O

A T

C K

P O

R T L

O C

K A

N D D

A M

E R B

C K I S

L A

N D

C K I S

L A

N D D

T R

O N

R T

A L L

T G

A T

S E

C T

S-307

D D

L O

K A

T W

A T

L D

A M

C K

E L V

SECTION

A10

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

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

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

K P

O R

T V

E R

A L L

T G

A T

E S R

E P

L A

C E

M E

N T

S-550-F5

S-550-A1

S-550-A5

S-516-A1

S-550-K9

S-550-A9

S-550-M1

S-515-H8

S-515-A1

S-516-A1

S-516-A8

S-536-A1

S-526-A1

S-550-A9

S-550-A9 S-550-A9

S-550-K9

S-550-M9 S-550-M9

S-550-H9 S-550-H9

S-526-A1

S-536-A1

S-538-A1 S-538-G1

S-556-G1 S-555-A9 S-555-A15

S-556-G5

S-555-A9

S-555-H9

S-555-H1

S-555-A1

S-556-G9

S-556-G9 S-556-G9

S-556-A1 S-556-A1

S-555-A9

S-556-A1 S-556-A1

S-515-A8

S-556-A1

A N

S I

S O

A T

C K

P O

R T L

O C

K A

N D D

A M

E R B

C K I S

L A

N D

C K I S

L A

N D D

T R

O N

R T

A L L

T G

A T

S E

C T

S-308

D D

L O

K A

T W

A T

L D

A M

C K

E L V

0 4' 8'SCALE : 1/2"=1'-0" 12'A1

C TRUSSL

0 4' 8'SCALE : 1/2"=1'-0" 12'A10

SECTION

C TRUSSL

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

1'-10"

2'-1"

2'-4"

2'-9 3/16 "

3'- 3/16 "

PIPE (TYP)

1/2" X-STRONG

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

K P

O R

T V

E R

A L L

T G

A T

E S R

E P

L A

C E

M E

N T

S-514-A5 S-514-K1 S-514-A18 S-514-A13 S-514-A9

S-514-A1

S-513-H1 S-513-A1

S-513-A5

S-513-H5

S-513-H1

S-513-H5

S-513-A13 S-513-A13

S-513-A1

S-513-A5

A N

S I

S O

A T

C K

P O

R T L

O C

K A

N D D

A M

E R B

C K I S

L A

N D

C K I S

L A

N D D

T R

O N

R T

A L L

T G

A T

S E

C T

S-309

D D

L O

K A

T W

A T

L D

A M

C K

E L V

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

K P

O R

T V

E R

A L L

T G

A T

E S R

E P

L A

C E

M E

N T

S-512-A1S-515-A1

S-515-A8

S-512-A5

S-516-H7 S-516-H11

S-512-A1

S-516-A12

S-512-H1 S-512-A18

S-516-A16

S-512-H1 S-512-A18 S-512-H1 S-512-A18

S-512-A9 S-512-A13 S-512-A9 S-512-H9 S-512-H5 S-512-H9 S-512-H5 S-512-H9 S-512-H5

S-515-H8 S-516-H7 S-516-A16S-516-A12 S-516-A16S-516-A12

A N

S I

S O

A T

C K

P O

R T L

O C

K A

N D D

A M

E R B

C K I S

L A

N D

C K I S

L A

N D D

T R

O N

R T

A L L

T G

A T

S E

C T

S-310

D D

L O

K A

T W

A T

L D

A M

C K

E L V

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

K P

O R

T V

E R

A L L

T G

A T

E S R

E P

L A

C E

M E

N T

A N

S I

S O

A T

C K

P O

R T L

O C

K A

N D D

A M

E R B

C K I S

L A

N D

C K I S

L A

N D D

T R

O N

R T

A L L

T G

A T

D E

T A

S-501

D D

L O

K A

T W

A T

L D

A M

C K

E L V

4'-4"4

7 "4

5'-4 "4

5"4

Y P

1'-10 "16

2'-11 "16

6'-2 2'-6" "8

1'-5

1' -0

"21

1" PL

1/2" PL

1" PL

0 2' 4'1' A1

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

S-501-A1 A17

SCALE: 1"=1'-0"

S-501-A17 0 1' 2'6"

A11

SCALE: 1"=1'-0"

S-501-A11

S-501-F1

K11

S-501-K11

S-501-K1

21 SPA. @ 0'-6" = 10'-6" "2

3 16 SPA. @ 6" = 8'-0"

"16

1'-10

2'-7 "4

5 "8

2'-7

"811

8"R

"83

E11

SCALE: 1"=1'-0"

S-501-E11

" PL2

"43

"41

DESCRIPTION

MATERIAL SCHEDULE

MATERIALITEM MARK NO.

1 ASTM A709 GR 50S-501-A1

2 S-501-A11

3 S-501-A17

PLATE2

TOT QTY PER GATE

S-501-K1

S-501-F1 2

PLATE

PLATES-501-K11

6 2

ASTM A709 GR 50

ASTM A709 GR 507

S-501-E11 2 PLATE ASTM A709 GR 50

21'-0

1'-0 "8

2'-9

8" R

R 9"

1'-0"

9" R

20'-11

"16

6'-2

"43

8" R

.07

42°

.07

8" R

6'-0

6'-9

"43

°4

90°

8" R 8"

7'-9

90°

9'-4

2"16

1'-5

"16

7'-8

"16

GENERAL SHEET NOTES

ALL MEMBERS ON THIS SHEET ARE FCM.1.

"21

1'-1

R 1 1/2"

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

K P

O R

T V

E R

A L L

T G

A T

E S R

E P

L A

C E

M E

N T

A N

S I

S O

A T

C K

P O

R T L

O C

K A

N D D

A M

E R B

C K I S

L A

N D

C K I S

L A

N D D

T R

O N

R T

A L L

T G

A T

D E

T A

S-502

D D

L O

K A

T W

A T

L D

A M

C K

E L V

5 "4

1'-62'-6""8

7'-9"8

1'-52'-6""8

7'-9"8

1'-52'-6"1'-9"

'-0

1' -0

2'-5"2

3 "8

2'-8 "4

5'-4 "8

2'-8 "4

5'-4 "8

2'-8 "8

5'-4 3"

38'-3"

1 1

1/2" PL

9'-4

2'-6

"16

1'-7

1'-7"2

8" R

"43

"41

"43

"41

0 2' 4'1' A1

S-502-A1

S-502-G1

S-502-K1 0 1' 2'6"K1

S-502-K9 K9

A16

S-502-A16

2 SP

"16

SYMM ABOUT CL

22 SPA. @ 0'-6" = 11'-0" "2

22 SPA. @ 0'-6" = 11'-0"

SYMM ABOUT CL

38'-3"

" T

SYMM ABOUT CL

@ 3"

E16

S-502-E16

90°

" TYP8

11"

2'-6"

7'-9

9'-8

DESCRIPTION

MATERIAL SCHEDULE

MATERIALITEM MARK NO.

1 ASTM A709 GR 50S-502-A1

2 S-502-A16

3 S-502-E16

PLATE1

TOT QTY PER GATE

5 S-502-K1

S-502-G1 1

PLATE

PLATES-502-K96

ASTM A709 GR 50

2'-8 "8

2'-8

"83

'-0

.07

.1°

"41

R "41

R "4

R "41

R "4

T Y P

8" R

"43

"41

9 "8

.07

GENERAL SHEET NOTES

ALL MEMBERS ON THIS SHEET ARE FCM.1.

SYMM ABOUT CL

8" R

8'-11

40.

71°

" PL4

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

K P

O R

T V

E R

A L L

T G

A T

E S R

E P

L A

C E

M E

N T

A N

S I

S O

A T

C K

P O

R T L

O C

K A

N D D

A M

E R B

C K I S

L A

N D

C K I S

L A

N D D

T R

O N

R T

A L L

T G

A T

D E

T A

S-503

D D

L O

K A

T W

A T

L D

A M

C K

E L V

6'-4

32'-9

42°

"41

1' -0

" TYP8

9" T

Y P

1/2" PL

1" PL

32'-10

1" PL

8'-3"

9'-3

"16

8" R

1" PL

"16

6 9"

"16

1'-3

1" PL

1'-2

8"4

0 2' 4'1' A1

S-503-A1

S-503-E1

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

S-503-H1 H9

SCALE: 1"=1'-0"

S-503-H9

S-503-L9

G13

S-503-G13

A13

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

S-503-A13

"16

1'-6 2'-6" "8

7'-9 2'-6""8

1'-5"16

7'-6"2

1'-10

4'-10"4

1'-1

42°

90°

"16

90°

"16

7'-6

"16

9'-0

2'0 1' 4'

"21

2" TYP

4'-4 "2

3"16

1" PL

6'-4 "4

4'-11

4'-9"2

" TYP8

1 "

" TYP.8

1 " TYP.8

5'-3 "2

2 "

"16

1'-0"16

1'-0

"41

"87

'-0

"43

GENERAL SHEET NOTES

ALL MEMBERS ON THIS SHEET ARE FCM.1.

"16

1" PL

DESCRIPTION

MATERIAL SCHEDULE

MATERIALITEM MARK NO.

1 ASTM A709 GR 50S-503-A1

2 S-503-A13

3 S-503-E1

PLATE2

TOT QTY PER GATE

5 S-503-H1

S-503-G13 8

PLATE

PLATES-503-H96

ASTM A709 GR 50

7 S-503-L9 PLATE ASTM A709 GR 502

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

K P

O R

T V

E R

A L L

T G

A T

E S R

E P

L A

C E

M E

N T

A N

S I

S O

A T

C K

P O

R T L

O C

K A

N D D

A M

E R B

C K I S

L A

N D

C K I S

L A

N D D

T R

O N

R T

A L L

T G

A T

D E

T A

S-504

D D

L O

K A

T W

A T

L D

A M

C K

E L V

5" "2

5"4

2'-4 "2

5"16

4'-8 4'-8"

"16

3'-3"16

5'-102'-6""8

1'-5"8

7'-92'-6"1'-9"

11 "2

" TYP

"21 11 "4

" T

Y P

" T

Y P

"21

"4 33 49

26'-6"

9'-4

7'-5

3'-6

"43 "41

"43

"16

5'-10"2

8" T

Y P

1'-2"8

2'-2

"43 "41

4 "4

"43

"41

"43

"41

9"16

0 2' 4'1' F1

S-504-F1

S-504-A1

0 1' 2'6"A12

S-504-A12

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

S-504-A15

A15 0 1' 2'6"SCALE: 1"=1'-0"

S-504-A18

A18

0 1' 2'6"K9

S-504-K9

F16

S-504-F16

0 1' 2'6"K1

S-504-K1

SYMM ABOUT CL

ABOUT C

SYMM

SYMM ABOUT CL

131°

8" R

R ° 49

DESCRIPTION

MATERIAL SCHEDULE

MATERIALITEM MARK NO.

1 ASTM A709 GR 50S-504-A1

2 S-504-A12

3 S-504-A15

PLATE1

TOT QTY PER GATE

5 S-504-F1

S-504-A18 8

PLATE

PLATES-504-F166

ASTM A709 GR 50

7 S-504-K1 8 PLATE ASTM A709 GR 50

ASTM A709 GR 50PLATE2S-504-K98

2"2

5'-3

4'-4 "2

"16 13 "16

"16

5'-7 "16

5'-7

8" R

7'-9

"43

"41

9 "4

"41

"16

1 1/4" PL

1/2" PL

GENERAL SHEET NOTES

ALL MEMBERS ON THIS SHEET ARE FCM.1.

26'-6"

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

K P

O R

T V

E R

A L L

T G

A T

E S R

E P

L A

C E

M E

N T

A N

S I

S O

A T

C K

P O

R T L

O C

K A

N D D

A M

E R B

C K I S

L A

N D

C K I S

L A

N D D

T R

O N

R T

A L L

T G

A T

D E

T A

S-505

D D

L O

K A

T W

A T

L D

A M

C K

E L V

1 1/4" PL

1/2" PL

0 2' 4'1' G1

S-505-G1

S-505-A1

S-505-J1

J10

S-505-J10

S-505-A10

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

9'-4 "8

9'-4

9"8

7'-9

"41

"21

"43

7'-9

1'-0

"21

1'-9

1'-4 "8

7'-9 2'-6" "8

1'-5

" TYP

" TYP8

9 "8

"41

° 49

20 SP @ 6" = 10'-0" 16 SP @ 6= 8'-0"

"1613

9"2

10 "2

21'-1

90°

" TYP8

2" TYP

"21

2" R

"41

21'-

1'-0"4

4'-4 "4

5'-4 "8

2'-7 "8

2'-9"4

5 "4

73"

A14

S-505-A14

"16

8" R

7"R

"16

2""2

8"2

1'-2"

1'-0"

8" TYP

DESCRIPTION

MATERIAL SCHEDULE

MATERIALITEM MARK NO.

1 ASTM A709 GR 50S-505-A1

2 S-505-A10

PLATE

TOT QTY PER GATE

S-505-J1

S-505-G1 4

PLATE

PLATES-505-J10

ASTM A709 GR 50

ASTM A709 GR 50S-505-A14 2 PLATE ASTM A709 GR 50

GENERAL SHEET NOTES

ALL MEMBERS ON THIS SHEET ARE FCM.1.

E10

S-505-E10

S-505-E10 2 PLATE ASTM A709 GR 50

0 2' 4'1'

9 "2

"43

"41

40.

71°

"16

11"

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

K P

O R

T V

E R

A L L

T G

A T

E S R

E P

L A

C E

M E

N T

A N

S I

S O

A T

C K

P O

R T L

O C

K A

N D D

A M

E R B

C K I S

L A

N D

C K I S

L A

N D D

T R

O N

R T

A L L

T G

A T

D E

T A

S-506

D D

L O

K A

T W

A T

L D

A M

C K

E L V

S-506-A1

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

0 2' 4'1'

S-506-F1

0 1' 2'6"J5

S-506-J5

0 1' 2'6"J13

S-506-J13

0 1' 2'6"E16

S-506-E16

0 1' 2'6"A16

S-506-A16

ABOUT C

SYMM

SYMM ABOUT CL

2'-5"2

11"

" TYP

11"

2" T

Y P

2" T

Y P

11"

5'-4 "4

2"4

5"8

2'-8"4

5 "4

5"8

2'-8 "4

5'-4 "8

2'-8 "4

5'-4"4

" TYP16

1'-9" 2'-6" "8

1'-5 "8

7'-9 2'-6" 2'-6" "8

7'-9"8

1'-5 "8

1'-5

22 SPACES @ 0'-6" = 11'-0" 22 SPACES @ 0'-6" = 11'-0" 22 SPACES @ 0'-6" = 11'-0""4

" TYP8

7'-9

"21

8" R

9'-4

8" R

"43

"21

8" R

"43

9 "16

8" R

9 "16

"21

1'-6

"16

1'-6

9'-4

90°

5 SP @ 0'-6" = 2'-6"

38'-3"

" T Y P

"16

2'-8"8

2'-8

7 3"

7 1

2" R

GENERAL SHEET NOTES

ALL MEMBERS ON THIS SHEET ARE FCM.1.

S-506-J1

1 3

1'-9"

2'-6

DESCRIPTION

MATERIAL SCHEDULE

MATERIALITEM MARK NO.

1 ASTM A709 GR 50S-506-A1

2 S-506-A16

3 S-506-E16

PLATE

TOT QTY PER GATE

S-506-F1

PLATE

PLATES-506-J56 4

ASTM A709 GR 50

S-506-J13 2 PLATE ASTM A709 GR 507

S-506-J1 PLATE ASTM A709 GR 50

7'-9

"21

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

K P

O R

T V

E R

A L L

T G

A T

E S R

E P

L A

C E

M E

N T

A N

S I

S O

A T

C K

P O

R T L

O C

K A

N D D

A M

E R B

C K I S

L A

N D

C K I S

L A

N D D

T R

O N

R T

A L L

T G

A T

D E

T A

S-507

D D

L O

K A

T W

A T

L D

A M

C K

E L V

0 2' 4'1'A1

S-507-A1

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

S-507-J1 0 1' 2'6"

G17

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

S-507-G17 0 1' 2'6"

1" PL

5 9"

1'-2

"16

8" R 1

7'-9

"41

'-0

"21

2" TYP

9" T

Y P

1'-0"

1'-0

1'-1"

9'-3

1" PL

" TYP8

1" PL

S-507-E1

J9 S-507-J9

'-0

1'-0"

1'-9 "8

1'-4 "8

7'-9 2'-6" "8

1'-5

° 49

2" R

6'-0

8" R

7"R

8" R

1/2" PL

1'-2"

8" TYP

1'-0"

8" TYP

1'-2

1'-1

0 2' 4'1'

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

"16

32'-9

5 "4

5'-4 "8

2'-7"4

4'-4 "4

5 "4

21'-0

2'-9"8

1'-0

2" R

1'-0

GENERAL SHEET NOTES

ALL MEMBERS ON THIS SHEET ARE FCM.1.

A13

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

S-507-A13 0 1' 2'6"

8" R

"41

6'-0

6'-10

DESCRIPTION

MATERIAL SCHEDULE

MATERIALITEM MARK NO.

1 ASTM A709 GR 50S-507-A1

S-507-G17

3 S-507-E1

PLATE

TOT QTY PER GATE

PLATE

PLATE2 ASTM A709 GR 50

ASTM A709 GR 50

S-507-J1 PLATE

ASTM A709 GR 505

S-507-J9 2 TRUSS

ASTM A709 GR 506

ASTM A709 GR 50

S-507-A13 4 PLATE

1'-0"

1'-2"

"16

8 2"

"43

E13

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

S-507-E13 0 1' 2'6"

"21

8" R

S-507-E17 4 PLATE ASTM A709 GR 50

7'-9 "8

1'-5 2'-6""8

1'-5 2'-6"

90°

1'-9 "8

7'-9

4'-10 "4

6'-4 "4

6'-4"4

4'-11"4

9 "2

5 "2

5 "4

4'-9

"16

1'-1

"16

1" PL

"16

1'-1

"16

"21

"41

'-0

9" TYP

"41

1'-3""2

R 2"

"41

'-0 8

1'-7

1" PL

1/2" PL

1" PL

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

K P

O R

T V

E R

A L L

T G

A T

E S R

E P

L A

C E

M E

N T

A N

S I

S O

A T

C K

P O

R T L

O C

K A

N D D

A M

E R B

C K I S

L A

N D

C K I S

L A

N D D

T R

O N

R T

A L L

T G

A T

D E

T A

S-508

D D

L O

K A

T W

A T

L D

A M

C K

E L V

9'-4

S-508-A1

G17

S-508-G17

S-508-J9

9"8

"43

"21

5"4

2'-4 "4

5'-7

"16

11 "16

" TYP

" T

Y P

" T

Y P

" TYP16

1" PL

8" T

Y P

7'-9

"43 "21

7'-9 "8

7'-9"8

3 2'-6" 2'-6"

11"

1'-3""8

1'-5"8

1'-5

90°

DESCRIPTION

MATERIAL SCHEDULE

MATERIALITEM MARK NO.

1 ASTM A709 GR 50S-508-A1

S-508-G17

PLATE1

TOT QTY PER GATE

S-508-J9 PLATE

PLATE2 ASTM A709 GR 50

ASTM A709 GR 50

5'-7 "16

5'-7

GENERAL SHEET NOTES

ALL MEMBERS ON THIS SHEET ARE FCM.1.

SCALE: 1"=1'-0"

S-508-J1

8" R

"21

90°

7'-9

9'-4

A13

SCALE: 1"=1'-0"

S-508-A13

8" T

Y P

90°

8" R

7'-9

9'-3

S-508-E9

5 9"

S-508-E1

0 1' 2'6" E5

S-508-E5

9"8

"21

9"16

"21

S-508-E1

S-508-E5

S-508-E9

2 S-508-A13

S-508-J1

PLATE ASTM A709 GR 50

55"

5'-7

"16

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

K P

O R

T V

E R

A L L

T G

A T

E S R

E P

L A

C E

M E

N T

A N

S I

S O

A T

C K

P O

R T L

O C

K A

N D D

A M

E R B

C K I S

L A

N D

C K I S

L A

N D D

T R

O N

R T

A L L

T G

A T

D E

T A

S-509

D D

L O

K A

T W

A T

L D

A M

C K

E L V

S-509-A1 - FRACTURE CRITICAL MEMBER

S-509-E1 - FRACTURE CRITICAL MEMBER

5 SP @ 6" 22 SP @ 6" = 11'-0" 22 SP @ 6" = 11'-0"

2 16 SP @ 6" = 8'-0"

DESCRIPTION

MATERIAL SCHEDULE

MATERIALITEM MARK NO.

1 ASTM A709 GR 50S-509-A1

S-509-E1

TOT QTY PER GATE

FLANGE

ABOUT C

SYMM

" TYP8

6 2"

T Y P

" TYP

11"

2" T

Y P

2" T

Y P

11"

" TYP16

S-509-L1 - FRACTURE CRITICAL MEMBER

L1 0 2' 4'1'

S-509-H1

SEAL PLATE

HORIZONTAL

2" TYP

ASTM A709 GR 50

11 SP @ 6" = 5'-6" 5'-6" "2

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

S-509-H1

0 2' 4'1'H1

22 SP @ 6" = 11'-0"

2 11 SPA. @ 0'-6" = 5'-6" 11 SPA. @ 0'-6" = 5'-6"

22 SPA. @ 0'-6" = 11'-0" 22 SPA. @ 0'-6" = 11'-0" 22 SPA. @ 0'-6" = 11'-0" 22 SPA. @ 0'-6" = 11'-0" "2

59'-1

ABOUT C

SYMM

ABOUT C

SYMM

CSNK Ø 1 1/4"

Ø13/16" THRU

A17

S-509-A17

10"

3/4" PL

CSNK Ø 1 1/4"

Ø13/16" THRU

0 2' 4'1'

1" PL

S-509-L1 CHORD WEB ASTM A709 GR 505

S-509-A17

SEAL PLATE

VERTICAL ASTM A709 GR 50

1 OPP HAND

1 AS SHOWN

38'-3"

ABOUT C

SYMM

20'-11

1'-9" 2'-6"

"2 16"2

7'-9"8

1'-5 2'-6" "8

7'-9"8

1'-5 2'-6" "8

1'-5 "8

7'-9

CHAMFER

30°

5"2

3 "8

2'-5 "8

2'-8"4

5 "4

5"8

2'-8 "4

5'-4 "8

2'-8 "8

2'-8 "4

5'-4 "8

2'-8 "8

5'-4

GENERAL SHEET NOTES

CRITICAL.

SPECIFICATIONS. THESE CONNECTIONS NOT TO BE SLIP

CONNECTIONS" IN SECTION 05 59 20 OF THE

WASHERS FOR SKIN PLATE, SEAL PLATE AND WEAR PLATE

ACCORDANCE WITH ASTM A449. SEE "BOLTS, NUTS AND

ASTM F3125, GRADE A 325 OR COUNTERSUNK BOLTS IN

SKIN PLATE, SEAL PLATE AND WEAR PLATE BOLTS TO BE 1.

1 1/4" PL

58'-3"

30° CHAMFER

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

K P

O R

T V

E R

A L L

T G

A T

E S R

E P

L A

C E

M E

N T

S-510-A10

A N

S I

S O

A T

C K

P O

R T L

O C

K A

N D D

A M

E R B

C K I S

L A

N D

C K I S

L A

N D D

T R

O N

R T

A L L

T G

A T

D E

T A

S-510

D D

L O

K A

T W

A T

L D

A M

C K

E L V

1 1/2" PL

1 1/2"

2'-5"

5 "4

A L

5 6"

2 SP

@ 3"

2 SP

@ 3"

2'-5"

TYP

0 2' 4'1' 0 2' 4'1'A1

S-510-A1

S-510-A10

0 2' 4'1'A14

S-510-A14

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

S-510-A18 A18

1'-0

1'-2"

1'-0"

1'-2"

1'-0"

8"R

1'-2"

8"R

1'-0"

DESCRIPTION

MATERIAL SCHEDULE

MATERIALITEM MARK NO.

1 ASTM A709 GR50S-510-A1

2 S-510-A10

3 S-510-A14

STRUT

TOT QTY PER GATE

4 S-510-A18

PLATE

STRUT MOUNTING

TRUSS

ASTM A709 GR50

" TYP

8"R

TYP

DETAIL A

FLAT

MACHINE

FLAT

MACHINE

0 2' 4'1'E10

SCALE: 3"=1'-0"

S-510-E10

1'-3

"21

3/4" PL

5 S-510-E10 10

PLATE

STIFFENER

ASTM A709 GR50

GENERAL SHEET NOTES

ALL MEMBERS ON THIS SHEET ARE FCM.1.

Y P

1'-6" 3"

3 "2

1'-5 "2

"16

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

K P

O R

T V

E R

A L L

T G

A T

E S R

E P

L A

C E

M E

N T

S-509-L1

S-509-L6

S-509-L1

A N

S I

S O

A T

C K

P O

R T L

O C

K A

N D D

A M

E R B

C K I S

L A

N D

C K I S

L A

N D D

T R

O N

R T

A L L

T G

A T

D E

T A

S-511

D D

L O

K A

T W

A T

L D

A M

C K

E L V

S-511-A1

S-511-A10

S-511-L1 L1

6"0 3" 1'

DESCRIPTION

MATERIAL SCHEDULE

MATERIALITEM MARK NO.

1 ASTM A709 GR 50S-511-A1

2 S-511-A10

3 S-511-L1

BRACING ASSY.

UPSTREAM

TOT QTY PER GATE

4 S-511-L6 BASE PLATE

1'-4

A L

1'-6" "8

2'-7

5'-7 "8

5'-7

1'- 4"

A L

2" T

Y P

"16

"16 91""2

"16

2" T Y P

SCALE: 3"=1'-0"

L6 6"0 3" 1'

S-511-L6

1 "8

4"8

1'-2

3 6"6"

1'-6

1" PL

"83

BRACING ASSY.

BASE PLATE

ASTM A709 GR 50

FLAT

MACHINE

FLAT

MACHINE

FLAT

MACHINE

FLAT

MACHINE

125 125

"83

43"3"

"8 11 "81

1'-4"

1" PL

27°

1" PL

1'-6" "8

2'-7

27°

8" 8"

ALL MEMBERS ON THIS SHEET ARE FCM.1.

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

K P

O R

T V

E R

A L L

T G

A T

E S R

E P

L A

C E

M E

N T

A N

S I

S O

A T

C K

P O

R T L

O C

K A

N D D

A M

E R B

C K I S

L A

N D

C K I S

L A

N D D

T R

O N

R T

A L L

T G

A T

D E

T A

S-512

D D

L O

K A

T W

A T

L D

A M

C K

E L V

S-512-H1

S-512-H5 H5

S-512-H9 H9

S-512-A1

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

S-512-A5 A5

S-512-A9 A9

S-512-A13

A13A1

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

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

DESCRIPTION

MATERIAL SCHEDULE

MATERIALITEM MARK NO.

1 ASTM A709 GR 50S-512-A1

2 S-512-A5

3 S-512-A9

MEMBER

UPSTREAM VERTICAL

TOT QTY PER GATE

S-512-A13

3 OPP HAND

3 AS SHOWN

MEMBER

UPSTREAM VERTICAL

MEMBER

UPSTREAM VERTICAL

MEMBER

UPSTREAM VERTICAL

MEMBER

UPSTREAM VERTICAL

MEMBER

UPSTREAM VERTICAL

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

S-512-A18 A18 2'0 1' 4'

MEMBER

UPSTREAM VERTICAL

MEMBER

UPSTREAM VERTICAL

S-512-A18

S-512-H1

S-512-H5

S-512-H9

" TYP16

ASTM A709 GR 50

TYP

1" R

R 1

2 OPP HAND

2 AS SHOWN

2 OPP HAND

2 AS SHOWN

3 OPP HAND

3 AS SHOWN

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

K P

O R

T V

E R

A L L

T G

A T

E S R

E P

L A

C E

M E

N T

S-509-L1

A N

S I

S O

A T

C K

P O

R T L

O C

K A

N D D

A M

E R B

C K I S

L A

N D

C K I S

L A

N D D

T R

O N

R T

A L L

T G

A T

D E

T A

S-513

D D

L O

K A

T W

A T

L D

A M

C K

E L V

S-513-H1

S-513-H5 H5

S-513-A1

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

S-513-A5 A5

S-513-A9

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

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

DESCRIPTION

MATERIAL SCHEDULE

MATERIALITEM MARK NO.

1 ASTM A709…

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File details come from the government source that posted it. Updated Aug 3, 2021.