Amendment_1_Drawings.pdf

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PLATES

END OF ALL WELDED

WRAP WELD AROUND

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A5

WRAP WELD DETAIL

:1

NDT = NON-DESTRUCTIVE TESTING

FCM = FRACTURE CRITICAL MEMBER

DIA = DIAMETER

Ø = DIAMETER

PL = PLATE

TYP = TYPICAL

DS = DOWNSTREAM

US = UPSTREAM

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HGHT INDPDT

GENERAL MITER GATE NOTES

FRACTURE CRITICAL MEMBERS

MAINTENANCE LIFTING ASSEMBLY3.

TOP GIRDER2.

GUDGEON HOOD1.

ABBREVIATIONS

MITER GATE WELDING NOTES

DIMENSIONAL TOLERANCES

12.E70XX ELECTRODES SHALL BE USED FOR ALL WELDS.

FINISHED SMOOTH PRIOR TO PAINTING.

RECOMMENDATIONS. THE PATCHED HOLES SHALL BE

ACCORDANCE WITH THE MANUFACTURER'S

PAINTING. THIS FILLER MATERIAL SHALL BE APPLIED IN

THE REQUIREMENTS IN THE SPECIFICATIONS PRIOR TO

APPROVED METAL REBUILDING COMPOUND THAT MEETS

PASS THROUGH THE LEAF SHALL BE FILLED WITH AN

THE DAMMING SURFACE THAT WOULD ALLOW WATER TO

11.ALL WELD ACCESS HOLES THAT CREATE AN OPENING IN

ACCORDANCE WITH THE LATEST EDITION OF AISC.

INTERSECTION OF WELDS. THEY SHALL BE SIZED IN

10.WELD ACCESS HOLES SHALL BE USED TO PREVENT THE

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

PROVISIONS OF THE AMERICAN WELDING SOCIETY,

BE THE MINIMUM REQUIRED IN ACCORDANCE WITH THE

9. WHERE FILLET WELD SIZE IS NOT SHOWN, THE SIZE SHALL

EDITION.

PENETRATION WELDS ACCORDING TO AWS D1.5 LATEST

APPROVAL. ALL SPLICES SHALL BE COMPLETE JOINT

SHOP DRAWINGS AND CLOUDED FOR GOVERNMENT

CONTRACT DRAWINGS SHALL BE CLEARLY SHOWN ON THE

8. ALL SPLICES MADE THAT ARE NOT SHOWN ON THE

7. GRIND WELDS FLUSH ON ALL BUTT WELDED JOINTS.

EDITION.

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

WITH THE PROVISIONS OF THE AMERICAN WELDING

COMPLETE JOINT PENETRATION (CJP), IN ACCORDANCE

6. UNLESS OTHERWISE NOTED, ALL WELDS SHALL BE

LENGTH.

CALLED FOR ON THE DRAWINGS SHALL BE THE EFFECTIVE

BETWEEN SHOP AND FIELD WELDS. LENGTH OF WELD

5. THE WORKING DRAWINGS SHALL CLEARLY DISTINGUISH

OFFICER.

SUBJECT TO THE APPROVAL OF THE CONTRACTING

(LOCKED-UP) STRESSES AND DISTORTION, AND SHALL BE

BE CAREFULLY CONTROLLED TO MINIMIZE RESIDUAL

4. WELDING SEQUENCE AND TECHNIQUE OF WELDING SHALL

TECHNIQUES.

THE FILLER METAL AND OTHER FEATURES OF THE

WORKING DRAWINGS SHALL BE SPECIFIC WITH REGARD TO

3. CONTRACTOR'S SPECIFICATIONS ACCOMPANYING

SPECIFICATIONS.

FOR APPROVAL IN ACCORDANCE WITH THE

INFORMATION SHALL BE SUBMITTED BY THE CONTRACTOR

AND TYPE OF WELDS REQUIRED. DETAILED WELDING

AMERICAN WELDING SOCIETY AND INDICATE ONLY SIZE

2. WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE

THE PROVISIONS OF THE SPECIFICATIONS.

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

APPLICABLE SHALL CONFORM TO THE AMERICAN WELDING

MOLTEN METAL. WORKMANSHIP AND TECHNIQUE, WHERE

METHOD WHICH EXCLUDES THE ATMOSPHERE FROM THE

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

WITHIN 0.010 INCH.

WEDGE BLOCKS SHALL BE MACHINED FLAT AND PARALLEL

MILLED AT SPLICES TO ASSURE WATER TIGHT JOINTS.

6. CONTACT FACES OF MITER POST WEDGE BLOCKS SHALL BE

INCH.16

3TRUE PLANE BY MORE THAN

SKIN PLATE IS TO BE BOLTED SHALL NOT VARY FROM A

5. THE SURFACES OF FRAMING ELEMENTS TO WHICH THE

NORMAL TO AND IN THE PLANE OF THE END PLATE.

INCH OUT OF LINE IN THE DIRECTIONS BOTH 8

1THAN

STRAIGHT FROM TOP TO BOTTOM WITH NO POINT MORE

4. THE VERTICAL BEAMS AND VERTICAL GIRDERS SHALL BE

THE DRAWINGS.

INCH FROM THE DIMENSIONS SHOWN ON 4

1MORE THAN

BETWEEN THE VERTICAL GIRDERS SHALL NOT VARY BY

MEASURED BETWEEN THE HORIZONTAL GIRDERS AND

3. TO ASSURE SQUARENESS, COMMON DIAGONAL DISTANCES

THE DRAWINGS.

INCH FROM THE DIMENSIONS SHOWN ON 16

3MORE THAN

THE GATE LEAF BETWEEN END PLATES SHALL NOT VARY BY

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

INCH.4

1FROM THE MATING GATE LEAF BY MORE THAN

NOT VARY FROM THE NOMINAL DIMENSION OR DIFFER

1. THE OVERALL HEIGHT OF EITHER MITER GATE LEAF SHALL

REQUIRED.

WELDING CODE (AWS D1.5) LATEST EDITION, ARE

REQUIRED BY AMERICAN WELDING SOCIETY, STRUCTURAL

6. IN ADDITION TO THESE REQUIREMENTS, ALL TESTING

CONTRACTING OFFICER PRIOR TO PRIMING.

VISUALLY INSPECTED AND APPROVED BY THE

5. ALL OTHER WELDS NOT OTHERWISE MENTIONED SHALL BE

DRAWINGS.

SEE ADDITIONAL NDT LOCATIONS SHOWN ON THE

APPROVED BY THE CONTRACTING OFFICER.

- ALL OTHER WELDS NOT OTHERWISE MENTIONED AND

4. VISUALLY INSPECTED:

CONTRACTING OFFICER.

CONNECTION ASSEMBLY AS DIRECTED BY THE

- 50 PERCENT OF EACH CJP WELD ON OPERATING STRUT

GIRDERS INCLUDING QUOIN GIRDER AND MITER GIRDERS

- ALL BUTT WELDS ON THE HORIZONTAL AND VERTICAL

- ALL CJP WELDS ON THE GUDGEON HOOD.

- ALL CJP AND BUTT WELDS ON THE DIAGONALS.

LEVEL 3.

WITH STRAIGHT BEAM UT ACCORDING TO ASTM A609,

- PINTLE SOCKET AND PINTLE BUSHING SHALL BE TESTED

PART.

BACK REFLECTION WILL RESULT IN REJECTION OF THE

(100%). ANY DISCONTINUITY CAUSING A TOTAL LOSS OF

WITH APPLICATION OF SUPPLEMENTARY REQUIREMENT 1

ULTRASONICALLY TESTED ACCORDING TO ASTM A435,

WEB/PINTLE SOCKET ATTACHMENT PLATE SHALL BE

PLATES, GUDGEON PIN AND THE BOTTOM GIRDER

LOCATIONS), GUDGEON HOOD UPPER AND LOWER PIN

- THE GATE LIFTING ASSEMBLY (SEE PLANS FOR SPECIFIC

3. ULTRASONIC TESTING:

SURFACE AFTER BENDING.

- 100 PERCENT OF TOP GIRDER BENT FLANGE EXTERIOR

- 100 PERCENT OF FILLET WELDS

2. MAGNETIC PARTICLE:

FACILITY PRIOR TO DELIVERY TO THE JOB SITE.

TESTS SHALL BE PERFORMED IN THE FABRICATION

CONTRACTOR AND APPROVED BY THE GOVERNMENT. ALL

NONDESTRUCTIVE TESTING SHALL BE PROPOSED BY THE

1. A DOCUMENTATION PROCEDURE FOR ALL

TESTING

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BOLTS.

SPECIFICATIONS FOR PAINT PRIMER FOR ZINC COATED

HANDRAIL TO WALKWAY. PAINT ALL BOLTS. SEE

ATTACHING SEALS, UHMWPE BLOCKS, AND GALVANIZED

STRUCTURE. USE ZINC COATED BOLTS FOR BOLTS

21.PLAIN BOLTS ARE TYPICAL THROUGHOUT THE

TO THE GOVERNMENT FOR APPROVAL.

ACCORDANCE WITH SPECIFICATION 05 50 14 AND SUBMIT

FABRICATOR SHALL PRODUCE SHOP DRAWINGS IN

USED AS DETAILED FABRICATION SHOP DRAWINGS. THE

20.THESE CONTRACT DRAWINGS ARE NOT INTENDED TO BE

19.ALL BOLTED CONNECTIONS SHALL BE PAINTED.

TH TURN. 6

1ROTATING THE NUT

BOLTS SHALL BE RE-TENSIONED BY MATCH MARKING AND

18.THREE WEEKS AFTER THE INITIAL BOLT TENSIONING, ALL

REMOVED.

REMAINING ON EXPOSED NUT SURFACES SHALL BE

TENSIONING AND PRIOR TO PAINTING, ALL LUBRICANT

ON THE THREADS AND ONE BEARING FACE. AFTER

17.ALL NUTS FOR BOLTS SHALL HAVE LUBRICANT AT LEAST

HOLES.

PRETENSIONED CONNECTIONS WITH LONG SLOTTED

CONTINUOUS BAR OF STRUCTURAL-GRADE STEEL FOR

16.WASHERS SHALL BE 5/16-INCH THICK PLATE WASHER OR

AND SHORT SLOTTED HOLES.

PRETENSIONED CONNECTIONS WITH OVERSIZED HOLES

15.WASHERS SHALL CONFORM TO ASTM F436 FOR

CENTER OF THE PANEL WHERE SHOWN.

WHERE NOT DIMENSIONED, SHALL BE LOCATED IN THE

DIAMETER UNLESS OTHERWISE SHOWN. DRAIN HOLES,

14.ALL DRAIN HOLES SHALL BE FOUR (4) INCHES IN

ROUGHNESS NOT HIGHER THAN 125 MICRO INCHES.

13.ALL HOLES AND CUT SURFACES SHALL HAVE A SURFACE

BE SCALED TO OBTAIN FINAL DIMENSIONS.

12.DRAWINGS ARE GENERALLY TO SCALE BUT SHOULD NOT

IN SPECIFICATIONS.

AND FAYING SURFACES SHALL BE PROTECTED AS NOTED

ACCORDANCE WITH THE SPECIFICATIONS. MACHINED

CORROSION RESISTANT SURFACES SHALL BE PAINTED IN

APPURTENANCES, EXCEPT MACHINED SURFACES AND

11.ALL EXPOSED STRUCTURAL STEEL OF THE GATES AND

ACCORDANCE WITH SPECIFICATIONS.

10.SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL IN

ACCORDANCE WITH THE SPECIFICATIONS.

SHALL MAINTAIN RECORDS OF THE QUALITY CONTROL IN

COMPLIANCE WITH THE CONTRACT REQUIREMENTS AND

9. ESTABLISH AND MAINTAIN A QUALITY CONTROL ASSURE

WELDING.

MACHINING, SHRINKAGE AND DISTORTIONS DUE TO

DIMENSIONS AND ALLOWANCES MUST BE MADE FOR

8. DIMENSIONS SHOWN OR CALLED FOR ARE FINAL

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

SPECIFICATION AND THE AMERICAN WELDING SOCIETY,

ACCORDANCE WITH THE REQUIREMENTS OF THE

FABRICATED STRUCTURAL STEEL MEMBERS SHALL BE IN

7. THE DIMENSIONAL TOLERANCES OF ALL WELDED

B46.1 - 2009 CODE FOR "SURFACE TEXTURE".

6. SURFACE FINISHES SHALL CONFORM TO ANSI STANDARD

SHALL BE BEARING TYPE CONNECTIONS.

5. UNLESS OTHERWISE NOTED, ALL BOLTED CONNECTIONS

FREQUENCY OF TESTING.

SAMPLE AND TEST ACCORDING TO ASTM A673, USE (H)

BE USED WHEN APPLYING REQUIREMENTS SECTION 10.2.

SOCKETS. IMPACT TESTING TEMPERATURE ZONE 2 SHALL

PLATES, DIAGONAL PIN PLATES AND THE PINTLE

STRUT CONNECTION PIN PLATES, LIFTING ASSEMBLY PIN

APPLY TO THE TOP GIRDER, GUDGEON HOOD PIN PLATES,

AND MARKING) FOUND IN THIS SPECIFICATION SHALL

(FRACTURE-CRITICAL, F, MATERIAL; TOUGHNESS TESTING

THE REQUIREMENTS OF ASTM A709 SECTION 10.2

BE ASTM A709 "HIGH STRENGTH LOW ALLOY" GRADE 50.

STRUCTURAL STEEL, UNLESS NOTED OTHERWISE SHALL

DRAWINGS, AND IN THE SPECIFICATIONS. ALL

4. ALL STRUCTURAL STEEL SHALL BE AS SPECIFIED ON THE

SHEET S-105.

NUMBER PLATE AS SHOWN ON

3. EACH GATE LEAF SHALL HAVE ITS IDENTIFICATION

DRAWINGS.

RIGHT LEAF IS SHOWN EXCLUSIVELY ON THE CONTRACT

LOCK CENTERLINE WHEN LOOKING DOWNSTREAM. THE

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

BASE.

SHALL HAVE A WALKWAY ASSEMBLY AND A PINTLE WITH

AS NOTED ON THE CONTRACT DRAWINGS. EACH LEAF

ARE OPPOSITE HAND BUT OTHERWISE IDENTICAL EXCEPT

COMPRISED OF ONE RIGHT AND ONE LEFT LEAF WHICH

THE SPECIFICATIONS. THE GATE ASSEMBLY IS

DRAWINGS AND BID SCHEDULE IN ACCORDANCE WITH

MITER GATE ASSEMBLIES AS SHOWN ON THE CONTRACT

1. FABRICATE, ASSEMBLE, PAINT, AND DELIVER COMPLETE

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SCALE : NTS

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

GENERAL SHEET NOTES

C3

END JACKING BLOCKS-MK S231-1 & MK S231-2

C1

END JACKING BLOCKS-MK S231-1 & MK S231-2

A1

BOTTOM VIEW OF BOTTOM GIRDER

DS

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US(TYP.)

BOLT HEADS

RECESS FOR

(TYP.)

BOLT HEADS

RECESS FOR

(TYP.)

CONNECTING BOLTS

THROUGH HOLES FOR

(TYP.)

CONNECTING BOLTS

THROUGH HOLES FOR

(TYP.)

THROUGH STIFFENER

HOLES TO CONNECT

(TYP.)

THROUGH STIFFENER

HOLES TO CONNECT

DOWNSTREAM

UPSTREAM

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WASHERS AND NUTS.

STIFFENER WITH 1" DIAMETER ZINC COATED BOLTS, FLAT

JACKING BLOCKS SHALL BE ATTACHED TO THE WEB AND 2.

MATERIAL. SEE SPECIFICATIONS.

MOLECULAR WEIGHT POLYETHELENE (UHMW-PE)

ALL JACKING BLOCKS SHALL BE MADE OF ULTRA-HIGH 1.

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SHIM WHERE SHOWN

CUT "25 Q 1" ON

SHIM WHERE SHOWN

CUT "25 Q 2" ON

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DS SIDE

GENERAL SHEET NOTES

C QUOIN GIRDERL

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S

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ASTM A36

", TYP8

5PL

ASTM A36

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S

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" RADIUS8

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CLAMPING BAR

" BOLT4

HARDNESS

BULB AND STEM

ZONE BETWEEN

1" TRANSITION

JAMB NUT

HEAVY HEX

NUT

HEAVY HEX

CLAMPING BAR

SEAL

A1 S-338-A1

A2 S-338-A2

A3 S-338-A3

C4

DETAIL

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DETAIL

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

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

HOLES, TYP.

"�8

BAR, TYP.

CENTERED ON

"� HOLES16

MARK NO. DESCRIPTION MATERIAL

MATERIAL SCHEDULE

1S-338-A1 CLAMPING BAR -

1S-338-A2 -

1S-338-A3 -

SEAL

SHIM

QTY PER LEAF

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RUBBER SEAL

MOLD NO. 4814

SEALS UNLIMITED, INC.

DESIGN BASIS:

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M E

N T

L O

C K

S A

N D D

A M

S

A

M

IN

N E

S O

T A

W

IS

C O

N S

IN

A

N D I

O W

A

SEAL BOLTS SHALL BE ZINC COATED.8.

THE QUOIN SEAL ASSEMBLY IS USED FOR THE LOCK 10 GATES.7.

TOP & BOTTOM STEM: 65 DUROMETER HARDNESS

SEAL BULB: 45 DUROMETER HARDNESS6.

DELIVER SHIMS LOOSE.5.

SHALL BE 1" TALL BY 1/2" WIDE, WITH SPACING BETWEEN CHARACTERS.

IDENTIFICATION SHALL BE PLASMA CUT ON EACH SHIM (S-338-A3) AS SHOWN. EACH CHARACTER 4.

INSTALL SHIMS FROM DOWNSTREAM SIDE.3.

WITH ALL OR NO SHIMS INSTALLED.

BOLTS FOR THE QUOIN SEALS SHALL BE THREADED SUCH THAT THE NUTS CAN BE TIGHTENED 2.

TORQUE SEAL BOLTS TO A MINIMUM OF 50 FT-LBS WITHOUT EXCESSIVE SEAL COMPRESSION.1.

A U

G

R E

V

IS

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N A

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D A

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IN

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A R

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P S O

F E

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E E

R S

/2 /2

A N

S I

D

M

IS

S

IS

S

IP

P I

R

IV

E R

S-343

25FT

GENERAL SHEET NOTES

0 1" 2" 3" 4"SCALE : 6"=1'-0"0 1' 2' 4'SCALE : 1/2"=1'-0" A2

S-343-A2

0 1' 2' 4'SCALE : 1/2"=1'-0" A3

S-343-A3

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

S-343-A1

A4

DETAIL

USDS

SHIM WHERE SHOWN

CUT "25 M 1" ON

SHIM WHERE SHOWN

CUT "25 M 2" ON

TYP.

7/8" SLOT,

SHIM WHERE SHOWN

CUT "25 M 3" ON RUBBER SEAL

MOLD NO. 4814

SEALS UNLIMITED, INC.

DESIGN BASIS:

US SIDE

DS SIDE

ASTM A36

",TYP8

5PL

11"

ASTM A36

" THICK4

11 @

" THICK8

12 @

"4 32"8

76"4

"8 31'-0

"8

S

P

S

P

S

P A

C E

S

S

P A

C E

S

C W12x106 BEAML

"8

R

TYP

HOLES,

" Ø8

TYP

HOLES,

" Ø8

S

P A

C E

S

"8 31'-1"2

"2

"4 11"

"8

"8

S

P A

C E

S

"8 31'-0

"4 34 "16

JAMB NUT

HEAVY HEX

NUT

HEAVY HEX

" THICK)4

1(1 @

" THICK)8

1(1 @

SPACER SHIMS

PLATE

AND BELOW

NYLON ABOVE

AND 3 PLY

ON ALL EDGES

" RADIUS8

1AND

" COVER4

1W/

ASTM A36

"x4"8

3PL

CLAMPING BAR

" BOLT4

HARDNESS

BULB AND STEM

ZONE BETWEEN

1" TRANSITION

MATERIAL

MATERIAL SCHEDULE

DESCRIPTION

MARK NO.

S-343-A1

S-343-A2

1S-343-A3

CLAMPING BARS

MITER SEAL

SHIMS

QTY PER LEAF

W E

S

B

/0

/1

T

M A

C K

M L

IN

D S

E Y

E J

O H

N S

O N /A F

L

IN

T R

O P

B J

O N

E S

:1

L D

A

M G

F

T S -3 x x x .d g n

M

IT

E R P

O S

T R

IG

H T

M

IT

E R G

A T

E R

E P

L A

C E

M E

N T

L O

C K

S A

N D D

A M

S

A

M

IN

N E

S O

T A

W

IS

C O

N S

IN

A

N D I

O

SEAL SHALL BE ATTACHED USING ZINC COATED BOLTS.8.

TOP & BOTTOM STEM: 65 DUROMETER HARDNESS

SEAL BULB: 45 DUROMETER HARDNESS7.

DELIVER SHIMS LOOSE.6.

SHALL BE 1" TALL BY 1/2" WIDE, WITH SPACING BETWEEN CHARACTERS.

IDENTIFICATION SHALL BE PLASMA CUT ON EACH SHIM (S-343-A3) AS SHOWN. EACH CHARACTER 5.

INSTALL SHIMS FROM DOWNSTREAM SIDE.4.

ALL OR NO SHIMS INSTALLED.

BOLTS FOR THE MITER SEALS SHALL BE THREADED SUCH THAT THE NUTS CAN BE TIGHTENED WITH 3.

TORQUE SEAL BOLTS TO A MINIMUM OF 50 FT-LBS WITHOUT EXCESSIVE SEAL COMPRESSION.2.

" THICK SHIM.8

1PROVIDE ADDITIONAL 1.

A U

G

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

A M

F

S O

L

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IT

A T

IO

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F

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D A

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A P

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®of Engineers

US Army Corps of Engineers

US Army Corps

O

C K I S

L A

N D

IL

L

IN

O

IS

R O

C K I S

L A

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IS

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IC

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S h e e ts \L

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M b e c d d rd

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A U

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S T P

A U

L

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A R

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S

IS

S

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A N

S I

D

S-343

27FT

"8

"8 31'-

"4 32"8

76"4

"16 36"4

"8 31'-1

11"

SHIM WHERE SHOWN

CUT "27 M 1" ON

SHIM WHERE SHOWN

CUT "27 M 2" ON

SHIM WHERE SHOWN

CUT "27 M 3" ON

SHIM WHERE SHOWN

CUT "27 M 4" ON

ASTM A36

" THICK4

11 @

" THICK8

12 @

JAMB NUT

HEAVY HEX

NUT

HEAVY HEX

" THICK)4

1(1 @

" THICK)8

1(1 @

SPACER SHIMS

PLATE

AND BELOW

NYLON ABOVE

AND 3 PLY

ON ALL EDGES

" RADIUS8

1AND

" COVER4

1W/

ASTM A36

"x4"8

3PL

CLAMPING BAR

" BOLT4

HARDNESS

BULB AND STEM

ZONE BETWEEN

1" TRANSITION

GENERAL SHEET NOTES

US SIDE

C W12x106 BEAML

DS SIDE

"2

"4

"2

"8 31'-

"8

S

P A

C E

S

S

P A

C E

S

ASTM A36

",TYP8

5PL

"8

"8

R

USDS

S

P A

C E

S

A2 S-343-A2

A3 S-343-A3

A1 S-343-A1

A4

DETAIL

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

TYP

HOLES,

" Ø8

TYP

HOLES,

" Ø8

TYP.

" SLOT,8

S

P A

C E

S

S

P A

C E

S

S

P A

C E

S

MATERIAL

MATERIAL SCHEDULE

DESCRIPTION

MARK NO.

S-343-A1

S-343-A2

1S-343-A3

CLAMPING BARS

MITER SEAL

SHIMS

QTY PER LEAF

:1

W E

S

B

/0

/1

T

M A

C K

M L

IN

D S

E Y

E J

O H

N S

O N /A F

L

IN

T R

O P

B J

O N

E S

L D

A

M G

F

T S -3 x x x .d g n

RUBBER SEAL

MOLD NO. 4814

SEALS UNLIMITED, INC.

DESIGN BASIS:

M

IT

E R P

O S

T R

IG

H T

M

IT

E R G

A T

E R

E P

L A

C E

M E

N T

L O

C K

S A

N D D

A M

S

A

M

IN

N E

S O

T A

W

IS

C O

N S

IN

A

N D I

O

SEALS SHALL BE ATTACHED USING ZINC COATED BOLTS8.

TOP & BOTTOM STEM: 65 DUROMETER HARDNESS

SEAL BULB: 45 DUROMETER HARDNESS7.

DELIVER SHIMS LOOSE.6.

" WIDE, WITH SPACING BETWEEN CHARACTERS.2

1SHALL BE 1" TALL BY

IDENTIFICATION SHALL BE PLASMA CUT ON EACH SHIM (S-343-A3) AS SHOWN. EACH CHARACTER 5.

INSTALL SHIMS FROM DOWNSTREAM SIDE.4.

ALL OR NO SHIMS INSTALLED.

BOLTS FOR THE MITER SEALS SHALL BE THREADED SUCH THAT THE NUTS CAN BE TIGHTENED WITH 3.

TORQUE SEAL BOLTS TO A MINIMUM OF 50 FT-LBS WITHOUT EXCESSIVE SEAL COMPRESSION.2.

" THICK SHIM.8

1PROVIDE ADDITIONAL 1.

A U

G

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

A M

F

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

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IP

T

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N

C O

N T

R A

C T N

O

D A

T E

A P

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®of Engineers

US Army Corps of Engineers

US Army Corps

O

C K I S

L A

N D

IL

L

IN

O

IS

R O

C K I S

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

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IN

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IC

IT

A T

IO

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D E

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IP

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2 3

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US Army Corps of Engineers

US Army Corps

O

C K I S

L A

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L

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L A

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IS

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A R

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SOLICITATION

p w \C

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P W

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IS

S

IS

S

IP

P I

R

IV

E R

30FT

S-338

Q U

O

IN

S

E A

L

A N

S I

D

SHIM WHERE SHOWN

CUT "30 Q 1" ON

SHIM WHERE SHOWN

CUT "30 Q 2" ON

ASTM A36

" THICK4

11 @

" THICK,8

12 @

" THICK,8

32 @

SHIM WHERE SHOWN

CUT "30 Q 4" ON

SHIM WHERE SHOWN

CUT "30 Q 3" ON

TYP.

7/8" SLOT,

HOLES, TYP.

7/8"�

ASTM A36

", TYP8

5PL

HOLES, TYP.

13/16"�

"2

"2

"8 31'-0 "8

31'-1

"1

GENERAL SHEET NOTES

CLAMPING BAR

SEAL

C4

DETAIL

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

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

N O

S

H

IM

S I

N S

T A

L L E

D

" (TYP)8

PLATE

AND BELOW

NYLON ABOVE

AND 3 PLY

ON ALL EDGES

" RADIUS8

1AND

" COVER4

1W/

ASTM A36

"x4"8

3PL

CLAMPING BAR

" BOLT4

HARDNESS

BULB AND STEM

ZONE BETWEEN

1" TRANSITION

JAMB NUT

HEAVY HEX

NUT

HEAVY HEX

DS SIDE

"8 31'-0

"4 32"8

76"4

"8

US SIDE

C QUOIN GIRDERL

"16

"8

R

A4

DETAIL

A3 S-338-A3

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

S-338-A1

C4

A2 S-338-A2

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

MARK NO. DESCRIPTION MATERIAL

MATERIAL SCHEDULE

1S-338-A1 CLAMPING BAR -

1S-338-A2 -

1S-338-A3 -

SEAL

SHIM

QTY PER LEAF

:1

W E

S

B

/0

/1

L D

A

M G

F

T S -3 x x x .d g n

B J

O N

E S

E J

O H

N S

O N /A F

L

IN

T R

O P

M L

IN

D S

E Y

T

M A

C K

RUBBER SEAL

MOLD NO. 4814

SEALS UNLIMITED, INC.

DESIGN BASIS:

M

IT

E R G

A T

E R

E P

L A

C E

M E

N T

L O

C K

S A

N D D

A M

S

A

M

IN

N E

S O

T A

W

IS

C O

N S

IN

A

N D I

O

SEALS SHALL BE ATTACHED USING ZINC COATED BOLTS.8.

THE QUOIN SEAL ASSEMBLY IS USED FOR LOCK 10 GATES.7.

TOP & BOTTOM STEM: 65 DUROMETER HARDNESS

SEAL BULB: 45 DUROMETER HARDNESS6.

DELIVER SHIMS LOOSE.5.

SHALL BE 1" TALL BY 1/2" WIDE, WITH SPACING BETWEEN CHARACTERS.

IDENTIFICATION SHALL BE PLASMA CUT ON EACH SHIM (S-338-A3) AS SHOWN. EACH CHARACTER 4.

INSTALL SHIMS FROM DOWNSTREAM SIDE.3.

WITH ALL OR NO SHIMS INSTALLED.

BOLTS FOR THE QUOIN SEALS SHALL BE THREADED SUCH THAT THE NUTS CAN BE TIGHTENED 2.

TORQUE SEAL BOLTS TO A MINIMUM OF 50 FT-LBS WITHOUT EXCESSIVE SEAL COMPRESSION.1.

A U

G

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

A M

\C

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V P

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D

A -8 -1

\3

P la n n in g E n g in e e ri n g D e s ig n \3

A

A E n g in e e ri n g D e s ig n \C

A D

B

IM

S h e e ts \L

:3

:5

A

M b e c d d rd

/2 /2

P

A U

L D

IS

T R

IC

T

S T P

A U

L

M

IN

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

/2 /2

M

IS

S

IS

S

IP

P I

R

IV

E R

30FT

S-343

A N

S I

D

A1 S-343-A1

A2 S-343-A2

A3 S-343-A3

A5

SECTION - MITER SEAL

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

"2

"2

"4 11 "

S

P A

C E

S

S

P A

C E

S

S

P A

C E

S

"8

"8

"8

S

P A

C E

S

S

P A

C E

S

"8 31'-

"8 31'-1

11"

S

P

S

P A

C E

S

"8 31'-0

"4 32"8

76"4

"4 34 "16

"8

TYP

HOLES,

" Ø8

TYP

HOLES,

" Ø8

ASTM A36

", TYP8

5PL

DS US

SHIM WHERE SHOWN

CUT "30 M 1" ON

SHIM WHERE SHOWN

CUT "30 M 2" ON

TYP.

7/8" SLOT,

ASTM A36

" THICK4

11 @

" THICK8

12 @

SHIM WHERE SHOWN

CUT "30 M 4" ON

SHIM WHERE SHOWN

CUT "30 M 3" ON

C W12x106 BEAML

JAMB NUT

HEAVY HEX

NUT

HEAVY HEX

" THICK)4

1(1 @

" THICK)8

1(1 @

SPACER SHIMS

DS SIDE

HARDNESS

BULB AND STEM

ZONE BETWEEN

1" TRANSITION

" BOLT4

CLAMPING BAR

PLATE

AND BELOW

NYLON ABOVE

AND 3 PLY

ON ALL EDGES

" RADIUS8

1AND

" COVER4

1W/

ASTM A36

"x4"8

3PL

US SIDE

GENERAL SHEET NOTES

MATERIAL

MATERIAL SCHEDULE

DESCRIPTION

MARK NO.

S-343-A1

S-343-A2

1S-343-A3

CLAMPING BARS

MITER SEAL

SHIMS

QTY PER LEAF

:1

W E

S

B

/0

/1

L D

A

M G

F

T S -3 x x x .d g n

B J

O N

E S

E J

O H

N S

O N /A F

L

IN

T R

O P

M L

IN

D S

E Y

T

M A

C K

RUBBER SEAL

MOLD NO. 4814

SEALS UNLIMITED, INC.

DESIGN BASIS:

M

IT

E R P

O S

T R

IG

H T

M

IT

E R G

A T

E R

E P

L A

C E

M E

N T

L O

C K

S A

N D D

A M

S

A

M

IN

N E

S O

T A

W

IS

C O

N S

IN

A

N D I

O

E

V

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SEALS SHALL BE ATTACHED USING ZINC COATED BOLTS.8.

TOP & BOTTOM STEM: 65 DUROMETER HARDNESS

SEAL BULB: 45 DUROMETER HARDNESS7.

DELIVER SHIMS LOOSE.6.

SHALL BE 1" TALL BY 1/2" WIDE, WITH SPACING BETWEEN CHARACTERS.

IDENTIFICATION SHALL BE PLASMA CUT ON EACH SHIM (S-343-A3) AS SHOWN. EACH CHARACTER 5.

INSTALL SHIMS FROM DOWNSTREAM SIDE.4.

ALL OR NO SHIMS INSTALLED.

BOLTS FOR THE MITER SEALS SHALL BE THREADED SUCH THAT THE NUTS CAN BE TIGHTENED WITH 3.

TORQUE SEAL BOLTS TO A MINIMUM OF 50 FT-LBS WITHOUT EXCESSIVE SEAL COMPRESSION.2.

" THICK SHIM.8

1PROVIDE ADDITIONAL 1.

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US Army Corps

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