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WICKET BULKHEAD - FIRST AND LAST WICKETS

PEORIA AND BROWN COUNTY, ILLINOIS

PEORIA AND LAGRANGE DAMS

ILLINOIS RIVER BASIN

ROCK ISLAND DISTRICT

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APPROVAL RECOMMENDED BY:

DATE

DATE

DATE

DATE

DATE

GEOTECHNICAL BRANCHCHIEF,

DESIGN BRANCHCHIEF,

TECHNICAL SERVICES BRANCHCHIEF,

TECHNICAL LEAD

HYDROLOGY & HYDRAULICS BRANCHCHIEF,

APPROVED BY:

OF ALL DRAWINGS IN THIS SET.

SIGNATURES INDICATE OFFICIAL RECOMMENDATION

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

DOCUMENTS WITHIN THE SCOPE OF THEIR

INDIVIDUALS APPEAR ON THESE PROJECT

SIGNATURES AND REGISTRATION DESIGNATIONS OF

DISTRICT CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND

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®of Engineers

US Army Corps

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DATEENGINEERING & CONSTRUCTION DIVISIONCHIEF,

ISSUE DATE: JUNE 2025

CONTRACT/TASK ORDER NO:

SOLICITATION/MATOC/SATOC NO:

of Engineers

US Army Corps

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GENERAL NOTES

1. FABRICATE, ASSEMBLE, PAINT, AND DELIVER COMPLETE END WICKET BULKHEAD ASSEMBLY

AS SHOWN IN THE MODEL AND DRAWINGS AND IN ACCORDANCE WITH THE SPECIFICATIONS.

THE BULKHEAD ASSEMBLY IS COMPRISED OF AN UPSTREAM ASSEMBLY, CONCRETESIDE AND

RIVERSIDE ASSEMBLIES, DOWNSTREAM ASSEMBLY, PEORIA/LAGRANGE FILLER BLOCK ASSEMBLIES, SEAL CONFIGURATION ASSEMBLIES/PARTS, WALKWAY AND HANDRAIL ASSMEBLIES, AND STORAGE

LEG ASSEMBLY.

2. BULKHEAD TO HAVE IDENTIFICATION NUMBER PLATE AS SHOWN IN THE MODEL.

3. ALL STRUCTURAL STEEL SHALL BE AS SPECIFIED IN THE MODEL, DRAWINGS, AND IN

THE SPECIFICATIONS.

4. ALL BOLTED CONNECTIONS TO BE SNUG TIGHT. SEE SPECIFICATIONS FOR DETAILS.

5. SURFACE FINISHES SHALL CONFORM TO THE MOST CURRENT ANSI STANDARD B46.1 -

CODE FOR "SURFACE TEXTURE".

6. THE DIMENSIONAL TOLERANCES OF ALL WELDED FABRICATED STRUCTURAL STEEL

MEMBERS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE SPECIFICATION

UNLESS OTHERWISE NOTED.

7. DIMENSIONS SHOWN ON CONTROL DIMENSIONS SHEET ARE FINAL DIMENSIONS AND

ALLOWANCES MUST BE MADE FOR MACHINING, SHRINKAGE AND DISTORTIONS DUE TO WELDING.

8. DIMENSIONS PROVIDED IN BILL OF MATERIALS DO NOT ACCOUNT FOR WELD JOINT PREPARATION

OR DISTORTION CONTROL MEASURES THE CONTRACTOR SHALL TAKE TO ENSURE THE FINAL WELDED

ASSEMBLY MEETS DIMENSIONAL TOLERANCES.

9. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN AN APPROVED QUALITY CONTROL SYSTEM

(QCS) TO ASSURE COMPLIANCE WITH THE CONTRACT REQUIREMENTS AND SHALL MAINTAIN

RECORDS OF THEIR QUALITY CONTROL IN ACCORDANCE WITH THE SPECIFICATIONS.

10. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL IN ACCORDANCE WITH THE

SPECIFICATIONS. CONSIDER FABRICATION PROCESS WHEN PRODUCING SHOP DRAWINGS.

HOLES BETWEEN INDIVIDUAL PARTS MUST ALIGN FOR FULL ASSEMBLY.

11. ALL EXPOSED STRUCTURAL STEEL, INTERIOR & EXTERIOR SURFACES OF THE END WICKET

BULKHEAD AND APPURTENANCES, EXCEPT MACHINED SURFACES AND CORROSION RESISTANT

SURFACES SHALL BE PAINTED IN ACCORDANCE WITH THE SPECIFICATIONS. MACHINED

SURFACES SHALL BE PROTECTED AS NOTED IN THE SPECIFICATIONS.

12. DRAWINGS ARE GENERALLY TO SCALE BUT MUST NOT BE SCALED.

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

THAN 125 MICRO INCHES.

14. ALL DRAIN HOLES SHALL BE 2 INCHES IN DIAMETER UNLESS OTHERWISE SHOWN. FLAME CUT

DRAIN HOLES ARE PROPHIBITED. BREAK ALL EDGES OF DRAIN HOLES.

15. THE FABRICATOR SHALL SUBMIT THE FINAL ASSEMBLED WEIGHT, IN THE LAGRANGE REGULATING

WEIR CONFIGURATION FOR USE ON THE WEIGHT PLATE.

16. THE ENTIRE BULKHEAD SHALL BE COMPLETELY ASSEMBLED IN THE LAGRANGE REGULATING

WEIR CONFIGURATION PRIOR TO AND AT DELIVERY.

17. FOR ANY TRANSITIONS BETWEEN DIFFERING PLATE THICKNESSES OR WIDTHS, THE LARGER

OF THE PLATES SHALL HAVE A BEVELED SLOPE NO GREATER THAN 1:2.5.

18. QUANTITIES PROVIDED IN BILL OF MATERIALS TABLES INCLUDE PARTS FOR ONE COMPLETE

BULKHEAD ASSEMBLY.

19. GRATING NOT SHOWN. PROVIDE PANELS TO FIT PROVIDED FRAME WHILE LIMITING EACH PANEL

TO BE LESS THAN 50LBS.

20. ALL WELD JOINT PREPARATION SHOWN IN THE MODEL IS FOR VISUAL PURPOSES ONLY. ACTUAL

WELD JOINT PREPARATION MAY VARY BASED ON MEMBER LAYOUT AND FABRICATOR PREFERENCE.

ENSURE WELD JOINT PREPARATION IS SUBMITTED WITH SHOP DRAWINGS FOR APPROVAL.

DIMENSIONAL TOLERANCES

1. DIMENSIONAL TOLERANCES SHALL BE VERIFIED IN THE VERTICAL POSITION.

(AS SHOWN ON CONTROL DIMENSIONS SHEETS).

2. THE WIDTH OF BULKHEAD SHALL NOT VARY FROM THE NOMINAL DIMENSION BY MORE

THAN

16 INCH, AS SHOWN ON THE DRAWINGS AND THE MODEL.

3. WICKET PLATE BOLT HOLES TO ALIGN ACROSS THE ENTIRE STRUCTURE TO ENSURE

INTERCHANGEABILITY OF THE WICKET PLATES.

4. THE WICKET PLATE SILL CUT OUT TO NOT VARY FROM NOMINAL DIMENSIONS BY

MORE THAN

16 INCH, AS SHOWN ON THE DRAWINGS AND THE MODEL.

5. TO ASSURE SQUARENESS OF THE STRUCTURE, DIAGONAL DISTANCES MEASURED

SHALL NOT VARY BY MORE THAN

16 INCH FROM DIMENSIONS SHOWN ON THE DRAWINGS.

WELDING NOTES

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

THE ATMOSPHERE FROM THE MOLTEN METAL. WORKMANSHIP AND TECHNIQUE, WHERE

APPLICABLE SHALL CONFORM TO THE AMERICAN WELDING SOCIETY BRIDGE

WELDING CODE AWS D1.5 AND TO THE PROVISIONS OF THE SPECIFICATIONS.

2. TABLE OF WELDS INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED. DETAILED

WELDING INFORMATION SHALL BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL

IN ACCORDANCE WITH THE SPECIFICATIONS.

3. THE CONTRACTOR'S WELDING PROCEDURE SPECIFICATIONS ACCOMPANYING THE PRODUCED

AND SUBMITTED SHOP DRAWINGS SHALL BE SPECIFIC WITH REGARD TO THE FILLER METAL

AND OTHER FEATURES OF THE TECHNIQUES.

4. WELDING SEQUENCE AND TECHNIQUE OF WELDING SHALL BE CAREFULLY CONTROLLED TO

MINIMIZE RESIDUAL (LOCKED-UP) STRESSES AND DISTORTION. WELDING SEQUENCE SHALL

BE SUBMITTED FOR APPROVAL WITH THE SHOP DRAWINGS.

5. UNLESS OTHERWISE NOTED, ALL BUTT/GROOVE WELDED JOINTS SHALL BE COMPLETE JOINT

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

WELDING SOCIETY, BRIDGE WELDING CODE AWS D1.5.

6. GRIND WELDS FLUSH ON ALL BUTT JOINTS. ALL WELDS GROUND SMOOTH TO HAVE A FINISHED

SURFACE EQUAL TO OR SMOOTHER THAN THE MILL FINISH OF THE MATERIAL BEING WELDED.

7. ALL SPLICES MADE THAT ARE NOT SHOWN ON THE CONTRACT MODEL/DRAWINGS SHALL BE

CLEARLY SHOWN ON THE SHOP DRAWINGS FOR GOVERNMENT APPROVAL. ALL SPLICES

SHALL BE COMPLETE JOINT PENETRATION WELDS ACCORDING TO AWS D1.5. SKIN PLATE SPLICES

ARE PROHIBITED BETWEEN BEAM FRAME LINES.

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

IN ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN WELDING SOCIETY, BRIDGE

WELDING CODE AWS D1.5.

9. ALL WELDS SHALL BE CONTINUOUS AND WRAPPED, SEE DETAIL ON THIS SHEET.

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

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

PROCESS AND THE SAME FILLET SIZE.

11. WHERE INTERSECTING WELDS ARE SHOWN, THE BOTTOM WELD SHALL BE COMPLETED, INSPECTED, AND APPROVED BEFORE THE NEXT WELD IS PLACED.

12. USE OF BULKHEAD COMPONENTS AS BACKING IS PROHIBITED. PROVIDE BACKING ACCORDING TO

AWS D1.5. REMOVE ALL STEEL BACKING.

13. WELD ACCESS HOLES IN THE DAMMING SURFACE ARE PROHIBITED. WHERE ACCESS HOLES CREATE

AN OPENING IN THE DAMMING SURFACE AND PERMIT THE PASSAGE OF WATER THROUGH THE BULKHEAD, FILL WITH AN APPROVED MATERIAL PRIOR TO PAINTING. MATERIAL TO BE FINISHED SMOOTH PRIOR TO

PAINTING. SEE "EPOXY SEALANT" PARAGRAPH IN SPECIFICATION 05 59 20.

14. 70 ksi LOW HYDROGEN FILLER METAL TO BE USED FOR ALL WELDS.

15. WHERE REINFORCING FILLET WELDS ARE REQUIRED IN CORNER AND T-JOINTS, FILLET WELDS TO

BE PLACED ONLY WHERE POSSIBLE.

16. ASTM A709 WELDING PROCEDURES PERMITTED FOR USE ON ASTM A36 MATERIAL.

WRAP WELD AROUND

END OF ALL WELDED

PLATES TYP

WELD ACCESS

HOLES

FRACTURE CRITICAL MEMBERS

AS INDICATED ON MATERIAL TABLES (F2 DESIGNATION)

1. MAIN LIFTING PLATE

2. LEVELING PLATE

3. W8X40-9 BEAM

4. LIFTING PLATE STIFFENER

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FULL ASSEMBLY CONTROL DIMENSIONS

Between

Description

Dimension

Allowable

Tolerance

Measured Difference

A and B

Face of bearing block plate to start of seal slope

3' - 0" +/- 1/16"

A and C

Face of bearing block plate to start of seal slope

3' - 0" +/- 1/16"

A and I

Face of bearing block plate to line of wicket plate bolt holes

5' - 5/16" +/- 1/16"

D and I

Upstream edge of wicket plate to line of wicket plate bolt holes

1' - 2 1/2" +/- 1/16"

E and I

Downstream edge of wicket plate to line of wicket plate bolt holes

3' - 9 13/16" +/- 1/16"

I and G

Line of wicket plate bolt holes to LaGrange filler block (Both sides)

17' - 2 11/16" +/- 1/16"

I and G

Line of wicket plate bolt holes to LaGrange filler block (Both sides)

17' - 2 11/16" +/- 1/16"

I and H

Line of wicket plate bolt holes to Peoria filler block (Both sides)

18' - 5 5/16" +/- 1/16"

I and H

Line of wicket plate bolt holes to Peoria filler block (Both sides)

18' - 5 5/16" +/- 1/16"

D

Angle of upstream wicket plate edge

75.6° +/- 0.1°

F

Angle of downstream wicket plate edge

174.6° +/- 0.1°

G

Match drill holes to align across entire structure

+/- 0" Match Drill

3'-0"

5'-

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AB

D

NOTE: CONCRETESIDE AND RIVERSIDE

ASSEMBLIES ARE TO BE INTERCHANGABLE FROM

SIDE TO SIDE OF THE STRUCTURE

1'-2

3'-9

E

NOTE: DOWNSTREAM SIDE SEAL & CLAMPS, HANDRAIL, AND STORAGE LEGS NOT SHOWN FOR CLARITY

G

NOTE: CONCRETESIDE AND RIVERSIDE

ASSEMBLIES ARE TO BE INTERCHANGABLE FROM

SIDE TO SIDE OF THE STRUCTURE

3'-0"

C

F

17'-2

" TO LAGRANGE FILLER BLOCK

18'-5

" TO PEORIA FILLER BLOCK

G

H

A

G

NOTE: CONTROL DIMENSIONS ON THIS SHEET TO BE TAKEN WHEN UPSTREAM, DOWNSTREAM, RIVERSIDE, AND CONCRETE SIDE ASSEMBLIES ARE ASSEMBLED.

ASSEMBLE THE LAGRANGE FILLER BLOCK AND PEORIA FILLER BLOCK TO OBTAIN OTHER DIMENSIONS LISTED IN THE TABLE

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UPSTREAM ASSEMBLY CONTROL DIMENSIONS

Between

Description

Dimension

Allowable

Tolerance

Measured Difference

A and F

Diagonal of outter W18x35

21' - 11" +/- 1/16"

B and E

Diagonal of outter W18x35

21' - 11" +/- 1/16"

A and E

Length of outter W18x35

18' - 0" +/- 1/16"

B and F

Length of outter W18x35

18' - 0" +/- 1/16"

A and G

Diagonal from W8x40 column to outter W18x35 (elevation view)

19' - 2 1/4" +/- 1/16"

C and E

Diagonal from W8x40 column to outter W18x35 (elevation view)

19' - 1/16" +/- 1/16"

B and J

Diagonal from W8x40 column to outter W18x35 (elevation view)

19' - 2 1/4" +/- 1/16"

D and F

Diagonal from W8x40 column to outter W18x35 (elevation view)

19' - 1/16" +/- 1/16"

C and G

Length of W8x40 column

17' - 9 11/16" +/- 1/16"

D and J

Length of W8x40 column

17' - 9 11/16" +/- 1/16"

E and J

Diagonal from W8x40 column to outter W18x35 (plan view)

14' - 1 7/16" +/- 1/16"

F and G

Diagonal from W8x40 column to outter W18x35 (plan view)

14' - 1 7/16" +/- 1/16"

H and I

Inside face of W8x40 to inside face of W8x40 at top of assembly

11' - 1/2" +/- 1/16"

H and I

Inside face of W8x40 to inside face of W8x40 at bottom of assembly

11' - 1/2" +/- 1/16"

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C D

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E

F

NOTE: SIDE SEAL AND CLAMP BAR NOT SHOWN FOR CLARITY

NOTE: SIDE SEAL AND CLAMP BAR NOT SHOWN FOR CLARITY

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L

D

I M

E N

S I O

N S

D O

W N

S T

R E

S

E M

B

L I C

I T

A T

I O

N

DOWNSTREAM ASSEMBLY CONTROL DIMENSIONS

Between

Description

Dimension

Allowable

Tolerance

Measured Difference

A and J

Diagonal of upper W8x40

23' - 1 7/16" +/- 1/16"

B and G

Diagonal of upper W8x40

23' - 1 7/16" +/- 1/16"

A and G

Length of upper W8x40 column

19' - 6" +/- 1/16"

B and J

Length of upper W8x40 column

19' - 6" +/- 1/16"

A and M

Diagonal from upper W8x40 column to lower W8x15 column

25' - 8 1/8" +/- 1/16"

E and G

Diagonal from upper W8x40 column to lower W8x15 column

28' - 9 1/8" +/- 1/16"

B and P

Diagonal from upper W8x40 column to lower W8x15 column

25' - 8 1/8" +/- 1/16"

F and J

Diagonal from upper W8x40 column to lower W8x15 column

28' - 9 1/8" +/- 1/16"

C and K

Length of middle W8x40 column

15' - 8 1/2" +/- 1/16"

D and L

Length of middle W8x40 column

15' - 8 1/2" +/- 1/16"

E and M

Length of lower W8x15 column

16' - 3 3/4" +/- 1/16"

F and P

Length of lower W8x15 column

16' - 3 3/4" +/- 1/16"

A and E

Upstream W8x40 column to lower W8x15 column

20' - 5 1/16" +/- 1/16"

B and F

Upstream W8x40 column to lower W8x15 column

20' - 5 1/16" +/- 1/16"

C/K and O

Diagonal from middle W8x40 column to lower W8x15 column

15' - 5 15/16" +/- 1/16"

D/L and N

Diagonal from middle W8x40 column to lower W8x15 column

15' - 5 15/16" +/- 1/16"

H and D/L

Diagonal from upper W8x40 column to middle W8x40 column

14' - 10 7/16" +/- 1/16"

I and C/K

Diagonal from upper W8x40 column to middle W8x40 column

14' - 10 7/16" +/- 1/16"

H and I

Inside face of upper W8x40 to inside face of upper W8x40 at top of assembly

11' - 1/2" +/- 1/16"

H and I

Inside face of upper W8x40 to inside face of upper W8x40 at bottom of assembly

11' - 1/2" +/- 1/16"

C and D

Inside face of middle W8x40 to inside face of middle W8x40 at top of assembly

11' - 1/2" +/- 1/16"

K and L

Inside face of middle W8x40 to inside face of middle W8x40 at bottom of assembly

11' - 1/2" +/- 1/16"

N and O

Inside face of lower W8x15 to inside face of lower W8x15 at top of assembly

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

N and O

Inside face of lower W8x15 to inside face of lower W8x15 at bottom of assembly

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

NOTE: DOWNSTREAM SIDE SEAL AND CLAMP BAR, SIDE SEAL AND CLAMP BAR,

DOWNSTREAM SEAL BLOCK, AND ALL SKIN PLATES NOT SHOWN FOR CLARITY

A

B

G J

H

I

11'-

A

B

G

J

NOTE: DOWNSTREAM SIDE SEAL AND CLAMP BAR, SIDE SEAL AND CLAMP

BAR, AND DOWNSTREAM SEAL BLOCK NOT SHOWN FOR CLARITY

1 8

20'-5

A

B

G

J

11'-

11'-

E

F

NOTE: POINT E TO BE

OPPOSITE POINT F

E

F

M

P

K

L

K

L

M

P

C

D

NOTE: POINT D ON TO

BE ON INSIDE FLANGE

DC

A

G

B

J

E

M

F

P

C

K

D

L

N

O

H I

N

O

NOTE: DOWNSTREAM SIDE SEAL AND CLAMP BAR, SIDE SEAL AND CLAMP

BAR, AND DOWNSTREAM SEAL BLOCK NOT SHOWN FOR CLARITY

3 5 7 9 11 13 15 17

M

K

H

F

D

B

192 4 6 8 10 12 181614 20

A

C

E

G

J

L

N

M A

R K

D E

S C

R I P

T I O

N D

A T

E

I S

S U

E

D

A T

E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

P R

O J E

D

E

D E

S I G

N E

D

B

Y

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

SHEET ID

US Army Corps of Engineers ®

I L

L I N

O

V

S

I N

P E

O R

G

R A

N G

E

D

A M

S

P E

O R

O

U

N T

Y

I L

L I N

O I S

W I C

K E

T

B

U L

K H

E A

I R

C

K E

T S

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

R O

L A

S

T R

I C

T

R O

L A

N D

I L

L I N

O

C

C

L E

M E

N T

S

C

C

L E

M E

N T

S

A

B

O E

C K

E N

S T

E D

T

A

H

E D

D L

E S

T E

N

A N

S I

D

W

E

K

B

A

B

I W

P R

O J

S-104

C O

N T

R O

L

D

I M

E N

S I O

N S

L A

G R

A N

G

L

L E

R

B

L O

S

E M

B

L I C

I T

A T

I O

N

LAGRANGE FILLER BLOCK ASSEMBLY CONTROL DIMENSIONS

Between

Description

Dimension

Allowable

Tolerance

Measured Difference

A and F

Outside bottom of inside filler plate to outside top of outside filler plate

1' - 1/8" +/- 1/16"

B and E

Outside bottom of outside filler plate to outside top of inside filler plate

1' - 1/8" +/- 1/16"

A/E and B/F

Outside face of inside filler plate to outside face of outside filler plate

8 1/8" -0 / +1/16"

A and G

Downstream bottom of inside filler plate to upstream top of inside filler plate

2' - 9 13/16" +/- 1/16"

C and E

Upstream bottom of inside filler plate to downstream top of inside filler plate

2' - 9 3/16" +/- 1/16"

B and H

Downstream bottom of outside filler plate to upstream top of outside filler plate

2' - 9 13/16" +/- 1/16"

D and F

Upstream bottom of outside filler plate to downstream top of outside filler plate

2' - 9 3/16" +/- 1/16"

A and E

Downstream bottom of inside filler plate to downstream top of inside filler plate

9" +/- 1/16"

B and F

Downstream bottom of outside filler plate to downstream top of outside filler plate

9" +/- 1/16"

A and C

Downstream face of inside filler plate to upstream face of inside filler plate

2' - 8 5/8" +/- 1/16"

B and D

Downstream face of outside filler plate to upstream face of outside filler plate

2' - 8 5/8" +/- 1/16"

C and G

Upstream bottom of inside filler plate to upstream top of inside filler plate

6 1/4" +/- 1/16"

D and H Upstream bottom of outside filler plate to upstream top of outside filler plate

6 1/4" +/- 1/16"

E and H Downstream inside filler plate to upstream outside filler plate

2' - 9 5/8" +/- 1/16"

F and G

Downsteam outside filler plate to upstream inside filler plate

2' - 9 5/8" +/- 1/16"

- 1

2'-8

6"

A

B

EF

A

B

E

F

G

H

C

D

E

F

G

H

A

B

E

F

G

NOTE: CLAMP BARS, SEAL AND BOLTS NOT SHOWN FOR CLARITY

NOTE: CLAMP BARS, SEAL AND BOLTS NOT SHOWN FOR CLARITY

3 5 7 9 11 13 15 17

M

K

H

F

D

B

192 4 6 8 10 12 181614 20

A

C

E

G

J

L

N

M A

R K

D E

S C

R I P

T I O

N D

A T

E

I S

S U

E

D

A T

E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

P R

O J E

D

E

D E

S I G

N E

D

B

Y

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

SHEET ID

US Army Corps of Engineers ®

I L

L I N

O

V

S

I N

P E

O R

G

R A

N G

E

D

A M

S

P E

O R

O

U

N T

Y

I L

L I N

O I S

W I C

K E

T

B

U L

K H

E A

I R

C

K E

T S

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

R O

L A

S

T R

I C

T

R O

L A

N D

I L

L I N

O

C

C

L E

M E

N T

S

C

C

L E

M E

N T

S

A

B

O E

C K

E N

S T

E D

T

A

H

E D

D L

E S

T E

N

A N

S I

D

W

E

K

B

A

B

I W

P R

O J

S-105

C O

N T

R O

L

D

I M

E N

S I O

N S

P E

O R

L

L E

R

B

L O

S

E M

B

L I C

I T

A T

I O

N

PEORIA FILLER BLOCK ASSEMBLY CONTROL DIMENSIONS

Between

Description

Dimension

Allowable

Tolerance

Measured Difference

A and F

Outside bottom of inside filler plate to outside top of outside filler plate

1' - 1/8" +/- 1/16"

B and E

Outside bottom of outside filler plate to outside top of inside filler plate

1' - 1/8" +/- 1/16"

A/E and B/F

Outside face of inside filler plate to outside face of outside filler plate

8 1/8" -0 / +1/16"

A and G

Downstream bottom of inside filler plate to upstream top of inside filler plate

1' - 8 1/8" +/- 1/16"

C and E

Upstream bottom of inside filler plate to downstream top of inside filler plate

1' - 7" +/- 1/16"

B and H

Downstream bottom of outside filler plate to upstream top of outside filler plate

1' - 8 1/8" +/- 1/16"

D and F

Upstream bottom of outside filler plate to downstream top of outside filler plate

1' - 7" +/- 1/16"

A and E

Downstream bottom of inside filler plate to downstream top of inside filler plate

9" +/- 1/16"

B and F

Downstream bottom of outside filler plate to downstream top of outside filler plate

9" +/- 1/16"

A and C

Downstream face of inside filler plate to upstream face of inside filler plate

1' - 6" +/- 1/16"

B and D

Downstream face of outside filler plate to upstream face of outside filler plate

1' - 6" +/- 1/16"

C and G

Upstream bottom of inside filler plate to upstream top of inside filler plate

6 3/16" +/- 1/16"

D and H Upstream bottom of outside filler plate to upstream top of outside filler plate

6 3/16" +/- 1/16"

E and H Downstream inside filler plate to upstream outside filler plate

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

F and G

Downstream outside filler plate to upstream inside filler plate

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

1'-6"

- 1

A B

E

F

A

B

E

F

A

B

E

F

E F

C

D

G

H

G

G

H

NOTE: CLAMP BARS, SEAL AND BOLTS NOT SHOWN FOR CLARITY

WALKWAY AND STORAGE ASSEMBLIES

DESCRIPTIONPART NUMBERQTY

ITEM

QTY

BASE

QTY

MATERIALITEM

Expandable Tapered Plug16161OFF SHELF PRODUCT1

Expandable Tapered Plug34341OFF SHELF PRODUCT2

Square U-Bolt881OFF SHELF PRODUCT3

Angle SteelAISC - L 3 x 2 x 3/8 - 1352 in413 inASTM A364

Angle SteelAISC - L 3 x 2 x 3/8 - 1428 in214 inASTM A365

Angle SteelAISC - L 3 x 2 x 3/8 - 2040 in220 inASTM A366

Angle SteelAISC - L 3 x 2 x 3/8 - 2392 in423 inASTM A367

Angle SteelAISC - L 3 x 2 x 3/8 - 24336 in1424 inASTM A368

Angle SteelAISC - L 3 x 2 x 3/8 - 104208 in2104 inASTM A369

Angle SteelAISC - L 3 x 2 x 3/8 - 106424 in4106 inASTM A3610

Angle SteelAISC - L 3 x 2 x 3/8 - 108432 in4108 inASTM A3611

Angle SteelAISC - L 3 x 2 x 3/8 - 120480 in4120 inASTM A3612

Angle SteelAISC - L 3 x 2 x 3/8 - 150600 in4150 inASTM A3613

Angle SteelAISC - L 3.5 x 2.5 x 1/2 - 139.14139.14 in1139.14 inASTM A3614

Angle SteelAISC - L 4 x 3 x 1/2 - 34136 in434 inASTM A3615

Angle SteelAISC - L 4 x 3 x 3/8 - 21126 in621 inASTM A3616

Angle SteelAISC - L 4 x 3 x 3/8 - 4080 in240 inASTM A3617

Angle SteelAISC - L 4 x 3 x 3/8 - 104208 in2104 inASTM A3618

Angle SteelAISC - L 4 x 3 x 3/8 - 114228 in2114 inASTM A3619

Angle SteelAISC - L 4 x 3 x 3/8 - 130.72130.72 in1130.72 inASTM A3620

Angle SteelAISC - L 4 x 3 x 3/8 - 130.78130.78 in1130.78 inASTM A3621

Angle SteelAISC - L 4 x 4 x 1/2 - 36 in23 inASTM A3622

Angle SteelAISC - L 4 x 4 x 1/2 - 520 in45 inASTM A709 GRADE 5023

Angle SteelAISC - L 4 x 4 x 1/2 - 2448 in224 inASTM A3624

Angle SteelAISC - L 4 x 4 x 1/2 - 104.77209.54 in2104.77 inASTM A3625

Angle SteelAISC - L 4 x 4 x 1/2 - 126.43252.86 in2126.43 inASTM A3626

Angle SteelAISC - L 4 x 4 x 1/2 - 140.13280.26 in2140.13 inASTM A3627

Angle SteelAISC - L 4 x 4 x 1/2 - 141.13282.26 in2141.13 inASTM A3628

W-ShapeAISC - W 6x25 - 7.7515.5 in27.75 inASTM A3629

W-ShapeAISC - W 8x15 - 5454 in154 inASTM A709 GRADE 5030

W-ShapeAISC - W 8x35 - 90360 in490 inASTM A3631

W-ShapeAISC - W 10x54 - 14.357.2 in414.3 inASTM A3632

W-ShapeAISC - W 10x54 - 36.91273.823 in236.912 inASTM A3633

W-ShapeAISC - W 16x67 - 816 in28 inASTM A3634

W-ShapeAISC - W 21x50 - 3060 in230 inASTM A3635

W-ShapeAISC - W 21x111 - 6060 in160 inASTM A3636

PipeANSI - 1 1/2 x 0.200 - 421050 in2542 inAluminum 6061 T637

PipeANSI - 2 x 0.218 - 375 in253 inASTM A500 GR B38

Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 1/2 - 13, HNI2182181ASTM A563 GR DH39

Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 1/4 - 20, HNI28281ASTM A563 GR DH40

Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 3/4 - 10, HNI16161ASTM A563 GR DH41

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 1.75, HBI1841841ASTM F3125 GR A32542

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 2, HBI28281ASTM F3125 GR A32543

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 2.5, HBI661ASTM F3125 GR A32544

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 3/4-10 UNC - 2, HBI16161ASTM F3125 GR A32545

Washer AASTM F436 - 1/2, CW4364361ASTM F436 GR DH46

Washer AASTM F436 - 3/4, CW32321ASTM F436 GR DH47

Galvanized Steel Eye Nut80801OFF SHELF PRODUCT48

1/4" PL 2" DIAPipe Sleeve Cap25251ASTM A3649

1/4" DIAThreaded Rod54541ASTM A307 GR A50

1/2" PL 10 1/8" x 10"W10x54 End Plate10101ASTM A3651

1/2" PL 10 7/16" x 10"W10x54 End Plate - 2221ASTM A3652

1" PL 8 1/8" x 2"W10x54 spacer441ASTM A3653

1" PL 8" x 1"W10x54 spacer - 2221ASTM A3654

3/8" PL 19 3/4" x 2 3/4"W21x50 Stiffener881ASTM A3655

1" PL 58" x 2"W30x90 spacer111ASTM A3656

3/8" PL 19 3/4" x 5"W30x90 stiffener441ASTM A3657

3/8" PL 20 5/8" x 14 1/4"W30x90 stiffener - 2441ASTM A3658

3/8" PL 6" x 3"Walkway Base Plate47471ASTM A3659

3/8" PL 12" x 5"Walkway Stiffener771ASTM A3660

3/8" PL 6 1/4" x 5"Walkway Stiffener - 2221ASTM A3661

3/8" PL 5 3/16" x 4 13/16"Walkway Stiffener - 3661ASTM A3662

3/8" PL 15" x 6"Walkway Stiffener - 422221ASTM A3663

3/8" PL 15" x 5 11/16"Walkway Stiffener - 510101ASTM A3664

P

3 5 7 9 11 13 15 17

M

K

H

F

D

B

192 4 6 8 10 12 181614 20

A

C

E

G

J

L

N

M A

R K

D E

S C

R I P

T I O

N D

A T

E

I S

S U

E

D

A T

E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

P R

O J E

D

E

D E

S I G

N E

D

B

Y

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

SHEET ID

US Army Corps of Engineers ®

I L

L I N

O

V

S

I N

P E

O R

G

R A

N G

E

D

A M

S

P E

O R

O

U

N T

Y

I L

L I N

O I S

W I C

K E

T

B

U L

K H

E A

I R

C

K E

T S

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

R O

L A

S

T R

I C

T

R O

L A

N D

I L

L I N

O

C

C

L E

M E

N T

S

C

C

L E

M E

N T

S

A

B

O E

C K

E N

S T

E D

T

A

H

E D

D L

E S

T E

N

A N

S I

D

W

E

K

B

A

B

I W

P R

O J

S-106

M A

T E

R I A

L

D S

W A

L K

W A

Y

A

O

R A

S

E M

B L

I

L I C

I T

A T

I O

N

FULL ASSEMBLY WELDS

ID

Description Type

Size

Length

Fillet Weld 2

Item 60 to 59 & US Assembly

Fillet 1/4" 96 1/4 in

Fillet Weld 3 Item 61 & 63 to 59 Fillet 1/4" 21 in

Fillet Weld 4

Item 61 & 63 to US Assembly

Fillet 1/4" 32 3/4 in

Fillet Weld 5 Item 63 to US/Concreteside/Riverside Assemblies Fillet 1/4" 81 1/4 in

Fillet Weld 6 Item 63 to 59 Fillet 1/4" 52 1/2 in

Fillet Weld 7

Item 63 to DS Assembly

Fillet 1/4" 81 1/4 in

Fillet Weld 8 Item 63 to 59 Fillet 1/4" 52 1/2 in

Fillet Weld 9

Item 64 to DS Assembly

Fillet 1/4" 71 7/8 in

Fillet Weld 10 Item 64 to 59 Fillet 1/4" 52 1/2 in

Fillet Weld 11

Item 62 to DS Assembly

Fillet 1/4" 37 1/16 in

Fillet Weld 12 Item 62 to 59 Fillet 1/4" 31 1/2 in

Fillet Weld 13 Item 38 to 10/11/12/&13 Fillet 1/4" 75 in

WALKWAY ASSMELBY / HANDRAIL

ASSEMBLY/ STORAGE ASSEMBLIY WELDS

ID

Description Type

Size

Length

Groove Weld 1 Item 4 PJP to 9 Groove N/A

Groove Weld 1 Item 8 PJP to 11 Groove N/A

Groove Weld 1 Item 5 PJP to 7 Groove N/A

Groove Weld 1 Item 5 PJP to 7 Groove N/A

Groove Weld 1 Item 4 PJP to 13 Groove N/A

Groove Weld 1 Item 8 PJP to 10 Groove N/A

Groove Weld 1 Item 8 PJP to 12 Groove N/A

Groove Weld 1 Item 8 PJP to 11 Groove N/A

Groove Weld 2 Item 6 PJP to 13 Groove N/A

Seal Weld 1 Item 51/52/54/56 to 33 & 36 Seal Weld 164 in

Fillet Weld 3 Item 57 & 58 to 35 & 36 Fillet 1/4" 205 1/2 in

Fillet Weld 4 Item 57 & 58 to 35 & 36 Fillet 1/4" 205 1/2 in

Fillet Weld 5 Item 56 to 36 Fillet 1/4" 62 in

Fillet Weld 6 Item 36 to 35 Fillet 1/4" 73 5/16 in

Fillet Weld 7 Item 55 to 35 Fillet 1/4" 325 11/16 in

Fillet Weld 8 Item 51/52/54 to 33 Fillet 1/4" 151 1/16 in

Fillet Weld 1 Item 49 to 38 Fillet 3/16" 157 1/16 in

Fillet Weld 3 Item 51 to 32 Fillet 1/4" 259 13/16 in

Seal Weld 2 Item 51 & 53 to 32 Seal Weld N/A

Fillet Weld 2 Item 53 to 51 Fillet 1/4" 48 3/8 in

PEORIA REGULATING WEIR

DESCRIPTIONPART NUMBER

TOTAL

QTY

ITEM

QTY

BASE

QTY

MATERIALITEM

Angle Steel (USED IN EACH CONFIGURATION)AISC - L 2.5 x 2.5 x 3/8 - 15.2515.25 in115.25 inASTM A709 GRADE 50T21

W-Shape (USED IN EACH CONFIGURATION)AISC - W 8x18 - 8989 in189 inASTM A709 GRADE 50T22

Hex Nuts (Inch Series) Hex Nut (USED IN EACH

CONFIGURATION)

ANSI B18.2.2 - 1 - 8, HNI1251251ASTM A563 GR DH3

Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 1/2 - 13, HNI1081081ASTM A563 GR DH4

Slotted Flat Countersunk Head Cap Screw (USED IN EACH

CONFIGURATION)

ANSI B18.6.2 - 1-8 UNC x 2.5, SFCHCSI60601ASTM F3125 GR A3255

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 1.5, HBI31311ASTM F3125 GR A3256

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 2.5, HBI70701ASTM F3125 GR A3257

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 2.25, HBI331ASTM F3125 GR A3258

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 2.75, HBI441ASTM F3125 GR A3259

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1-8 UNC - 6, HBI65651ASTM F3125 GR A32510

Washer AASTM F436 - 1, CW1901901ASTM F436 GR DH11

Washer AASTM F436 - 1/2, CW1851851ASTM F436 GR DH12

7/8" x 2 1/2" x 185"Peoria DS Side Seal111Rubber13

3/4" x 2 1/2" x 222 1/16"Peoria Side Seal111Rubber14

3/8" PL 1 1/2" x 55 1/2"Side Seal Clamp221ASTM A709 GRADE 5015

3/8" PL 1 1/2" x 63 1/4"Side Seal Clamp - 2111ASTM A709 GRADE 5016

3/8" PL 1 1/2" x 46 5/16"Side Seal Clamp - 3111ASTM A709 GRADE 5017

5/16" x 3" J-Bulb x 207"Upstream Side Seal Left111Rubber18

1" x 3 1/4" x 16 7/8"Upstream Side Seal Left - 2111Rubber19

3/8" PL 1 1/2" x 203 1/2"Upstream Side Seal Left Clamp111ASTM A709 GRADE 5020

1/2" PL 1 1/2" x 206"Upstream Side Seal Left Spacer111ASTM A709 GRADE 5021

PEORIA TAINTER GATE

DESCRIPTIONPART NUMBER

TOTAL

QTY

ITEM

QTY

BASE

QTY

MATERIALITEM

Angle SteelAISC - L 6 x 3.5 x 1/2 - 210210 in1210 inASTM A709 GRADE 50T21

Angle SteelAISC - L 6 x 4 x 1/2 - 198198 in1198 inASTM A709 GRADE 50T22

Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 1 - 8, HNI35351ASTM A563 GR DH3

Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 1/2 - 13, HNI73731ASTM A563 GR DH4

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 1.75, HBI16161ASTM F3125 GR A3255

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 2.5, HBI53531ASTM F3125 GR A3256

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 2.75, HBI441ASTM F3125 GR A3257

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1-8 UNC - 3.25, HBI35351ASTM F3125 GR A3258

Washer AASTM F436 - 1, CW70701ASTM F436 GR DH9

Washer AASTM F436 - 1/2, CW1301301ASTM F436 GR DH10

3/4" x 2 1/2" x 222 1/16"Peoria Side Seal111Rubber11

3/8" PL 1 1/2" x 55 1/2"Side Seal Clamp111ASTM A709 GRADE 5012

3/8" PL 1 1/2" x 63 1/4"Side Seal Clamp - 2111ASTM A709 GRADE 5013

3/8" PL 1 1/2" x 46 5/16"Side Seal Clamp - 3111ASTM A709 GRADE 5014

3/8" PL 1 1/2" x 54"Side Seal Clamp - 4111ASTM A709 GRADE 5015

1" x 8 1/4" J-Bulb x 212 1/2"Tainter Seal Downstream111Rubber16

3/4" x 4" x 39 1/8"Tainter Seal Downstream - 2111Rubber17

1" x 6" x 200"Tainter Seal Upstream111Rubber18

3/4" x 4 1/2" x 19"Tainter Seal Upstream - 2111Rubber19

LAGRANGE REGULATING WEIR

DESCRIPTIONPART NUMBER

TOTAL

QTY

ITEM

QTY

BASE

QTY

MATERIALITEM

Angle SteelAISC - L 6 x 4 x 1/2 - 3636 in136 inASTM A709 GRADE 50T21

Angle SteelAISC - L 6 x 4 x 1/2 - 167.869167.869 in1167.869 inASTM A709 GRADE 50T22

Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 1/2 - 13, HNI56561ASTM A563 GR DH3

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 1.75, HBI22221ASTM F3125 GR A3254

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 2, HBI551ASTM F3125 GR A3255

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 2.25, HBI29291ASTM F3125 GR A3256

Washer AASTM F436 - 1/2, CW1051051ASTM F436 GR DH7

1 3/8" x 2 1/2" x 30 3/8"LaGrange DS Side Seal111Rubber8

1" x 6" x 81"LaGrange Reg Weir Seal111Rubber9

1/2" x 6" x 8 1/8"LaGrange Reg Weir Seal - 2111Rubber10

1" x 6" x 11"LaGrange Reg Weir Seal - 3111Rubber11

1/2" x 6" x 126"LaGrange Reg Weir Seal - 4111Rubber12

1/2" x 6" x 167 7/8"LaGrange Reg Weir Seal - 5111Rubber13

1/2" x 6" x 36"LaGrange Reg Weir Seal - 6111Rubber14

3/4" x 3 1/2" x 4 9/16"LaGrange Reg Weir Seal - 7111Rubber15

1" x 2 1/2" x 14 3/16"LaGrange US Side Seal111Rubber16

Reg Weir Downstream111 17

Angle SteelAISC - L 6 x 4 x 1/2 - 126126 in1126 inASTM A709 GRADE 50T217.1

Angle SteelAISC - L 6 x 4 x 1/2 - 10.510.5 in110.5 inASTM A709 GRADE 50T217.2

Reg Weir Downstream - 2111 18

Angle SteelAISC - L 6 x 4 x 1/2 - 9.6259.625 in19.625 inASTM A709 GRADE 50T218.1

Angle SteelAISC - L 6 x 4 x 1/2 - 80.580.5 in180.5 inASTM A709 GRADE 50T218.2

LAGRANGE TAINTER GATE

DESCRIPTIONPART NUMBER

TOTAL

QTY

ITEM

QTY

BASE

QTY

MATERIALITEM

Angle Steel (REUSED FROM PEORIA TAINTER GATE)AISC - L 6 x 3.5 x 1/2 - 210

ASTM A709 GRADE 50T21

Angle Steel (REUSED FROM PEORIA TAINTER GATE)AISC - L 6 x 4 x 1/2 - 198

ASTM A709 GRADE 50T22

Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 1 - 8, HNI37371ASTM A563 GR DH3

Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 3/4 - 10, HNI441ASTM A563 GR DH4

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1-8 UNC - 2.75, HBI20201ASTM F3125 GR A3255

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1-8 UNC - 3, HBI17171ASTM F3125 GR A3256

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 3/4-10 UNC - 5, HBI441ASTM F3125 GR A3257

Washer AASTM F436 - 1, CW74741ASTM F436 GR DH8

Washer AASTM F436 - 3/4, CW881ASTM F436 GR DH9

3" x 6" x 8"LaGrange Bearing Block221Rubber10

3/8" PL 6" x 8"LaGrange Bearing Block Shim221ASTM A709 GRADE 5011

3/4" x 2 1/2" x 207 7/16"LaGrange Side Seal221Rubber12

3/8" PL 1 1/2" x 31 11/16"LaGrange Side Seal Clamp221ASTM A709 GRADE 5013

1" x 8 1/2" x 212 1/2" (REUSED FROM PEORIA TAINTER

GATE)

Tainter Seal Downstream

Rubber14

3/4" x 4" x 39 1/8" (REUSED FROM PEORIA TAINTER GATE)Tainter Seal Downstream - 2

Rubber15

1" x 6" x 200" (REUSED FROM PEORIA TAINTER GATE)Tainter Seal Upstream

Rubber16

3/4" x 4 1/2" x 19" (REUSED FROM PEORIA TAINTER GATE)Tainter Seal Upstream - 2

Rubber17

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US Army Corps of Engineers ®

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H1

PEORIA REGULATING WEIR CONFIGURATION

A1

PEORIA TAINTER GATE CONFIGURATION

H7

LAGRANGE REGULATING WEIR CONFIGURATION

A7

LAGRANGE TAINTER GATE CONFIGURATION

LAGRANGE REG WEIR WELDS

ID

Description Type

Size

Length

Groove Weld 1 Item 17.1 PJP to 17.2 Groove N/A

Groove Weld 1 Item 18.1 PJP to 18.2 Groove N/A

17.1

18.2

17.2

18.1

F

L

O

W

F

L

O

W

F

L

O

W

F

L

UPSTREAM ASSEMBLY

TOTAL

QTY

ITEM

QTY

BASE QTYMATERIALITEM

W-ShapeAISC - W 6x20 - 132.5265 in2132.5 inASTM A709 GRADE 50T21

W-ShapeAISC - W 8x15 - 57.82462.56 in857.82 inASTM A709 GRADE 50T22

W-ShapeAISC - W 8x15 - 61.72123.44 in261.72 inASTM A709 GRADE 50T23

W-ShapeAISC - W 8x15 - 61.563123.125 in261.563 inASTM A709 GRADE 50T24

W-ShapeAISC - W 8x15 - 132.78531.12 in4132.78 inASTM A709 GRADE 50T25

W-ShapeAISC - W 8x18 - 49.799.4 in249.7 inASTM A709 GRADE 50T26

W-ShapeAISC - W 8x35 - 149149 in1149 inASTM A709 GRADE 50T27

W-ShapeAISC - W 8x40 - 45.6291.24 in245.62 inASTM A709 GRADE 50T28

W-ShapeAISC - W 8x40 - 213.675427.35 in2213.675 inASTM A709 GRADE 50T29

W-ShapeAISC - W 12x50 - 149149 in1149 inASTM A709 GRADE 50T210

W-ShapeAISC - W 18x35 - 199.42398.84 in2199.42 inASTM A709 GRADE 50T211

W-ShapeAISC - W 18x35 - 216432 in2216 inASTM A709 GRADE 50T212

3/8" PL 5" x 4"Angle Stiffener661ASTM A709 GRADE 5013

Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 1/2 - 13, HNI2732731ASTM A563 GR DH14

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 2.5, HBI16161ASTM F3125 GR A32515

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 2.75, HBI15151ASTM F3125 GR A32516

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 3, HBI2132131ASTM F3125 GR A32517

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 3.25, HBI441ASTM F3125 GR A32518

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 5, HBI23231ASTM F3125 GR A32519

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 5.5, HBI221ASTM F3125 GR A32520

Washer AASTM F436 - 1/2, CW5445441ASTM F436 GR DH21

1" PL 8" x 6"Bearing Block Plate221ASTM A709 GRADE 50T222

1/2" PL 6" x 2 1/2"Bearing Block Plate Stiffener881ASTM A709 GRADE 5023

9/16" x 1 1/2" x 1 1/2"Epoxy221Epoxy24

3/8" x 1 1/2" x 1 1/2"Epoxy - 2441Epoxy25

Built-up W5" x 8" Top flange x 6" Bottom flange x 1/2" PLShutter Beam111ASTM A709 GRADE 50T226

Built-up L6" x 4 7/8" x 1/2" x 137"Upstream Angle331ASTM A709 GRADE 50T227

2" x 12" x 44"Upstream bottom shutter seal331Rubber28

1 1/2" x 3" x 7 1/16"Upstream Column Seal221Rubber29

3/8" PL 1 1/2" x 4"Upstream Column Seal Clamp221ASTM A709 GRADE 5030

1" x 2 15/16" x 42"Upstream horizontal shutter seal331Rubber31

1/2" PL 1 1/2" x 40 1/4"Upstream horizontal shutter seal clamp661ASTM A709 GRADE 5032

Upstream Ladder111 33

U-ShapeAISC - C 4 x 5.4 - 210420 in2210 inASTM A3633.1

1" Dia Rod x 20"Ladder Rung18181ASTM A3633.2

Angle SteelAISC - L 7 x 4 x 3/8 - 336 in123 inASTM A3633.3

2 1/2" x 3 5/8" x 149"Upstream Seal111Rubber34

3/8" PL 1 1/2" x 148 1/4"Upstream Seal Clamp111ASTM A709 GRADE 5035

3/4" x 2 1/2" x 62 7/8"Upstream Side Seal111Rubber36

3/4" x 2 1/2" x 62 7/8"Upstream Side Seal - 2111Rubber37

3/8" PL 1 1/2" x 62 7/8"Upstream Side Seal Clamp111ASTM A709 GRADE 5038

3/8" PL 1 1/2" x 62 7/8"Upstream Side Seal Clamp - 2111ASTM A709 GRADE 5039

3/8" PL 1 1/2" x 62 7/8"Upstream Side Seal Clamp - 3111ASTM A709 GRADE 5040

3/8" PL 55" x 198 1/4"Upstream SkinPlate221ASTM A709 GRADE 50T241

1" x 2 1/2" x 193 7/16"Upstream vertical shutter seal661Rubber42

1/2" PL 1 1/2" x 191"Upstream vertical shutter seal clamp12121ASTM A709 GRADE 5043

9/16" PL 17 7/8" x 4 5/8"Upstream Wedge plate221ASTM A709 GRADE 50T244

9/16" PL 17 7/8" x 4 5/8"Upstream Wedge plate - 2221ASTM A709 GRADE 50T245

3/8" PL 7 1/2" x 1 7/8"W8x15 Stiffener16161ASTM A709 GRADE 5046

3/8" PL 7 1/8" x 3 1/2"W8x35 Stiffener441ASTM A709 GRADE 5047

3/8" PL 10 15/16" x 3 7/8"W12x50 Stiffener221ASTM A709 GRADE 5048

3/8" PL 10 15/16" x 3 1/2"W12x50 Stiffener - 2441ASTM A709 GRADE 5049

3/8" PL 10 15/16" x 3 1/2"W12x50 Stiffener - 3441ASTM A709 GRADE 5050

3/8" PL 7 1/8" x 7 1/8"Wedge Plate Stiffener221ASTM A709 GRADE 5051

3/8" PL 7 1/8" x 5 3/4"Wedge Plate Stiffener 2221ASTM A709 GRADE 5052

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US Army Corps of Engineers ®

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33.1

33.2

33.3

UPSTREAM ASSEMBLY WELDS

ID

Description Type

Size

Length

Fillet Weld 2 Item 33.2 to 33.1 Fillet 1/4" 226 3/16 in

Fillet Weld 3 Item 33.3 to 33.1 Fillet 1/4" 89 15/16 in

Groove Weld 3 Item 8 CJP to 10 Groove N/A

Groove Weld 4 Item 8 CJP to 9 Groove N/A

Groove Weld 5 Item 8 CJP to 9 Groove N/A

Groove Weld 6 Item 5 CJP to 2 Groove N/A

Groove Weld 7 Item 5 CJP to 2 Groove N/A

Groove Weld 8 Item 5 CJP to 2 Groove N/A

Groove Weld 9 Item 5 CJP to 2 Groove N/A

Groove Weld 10 Item 2,3 & 4 CJP to 9

Groove N/A

Groove Weld 11 Item 2,3 & 4 CJP to 9

Groove N/A

Groove Weld 12 Item 2,3 & 4 CJP to 9

Groove N/A

Groove Weld 13 Item 2,3 & 4 CJP to 9

Groove N/A

Groove Weld 14 Item 2 CJP to 9 Groove N/A

Groove Weld 15 Item 2 CJP to 9 Groove N/A

Groove Weld 16 Item 6 CJP to 7 Groove N/A

Groove Weld 17 Item 6 CJP to 9 Groove N/A

Groove Weld 18 Item 6 CJP to 7 Groove N/A

Groove Weld 19 Item 6 CJP to 9 Groove N/A

Groove Weld 20 Item 6 CJP to 9 Groove N/A

Groove Weld 21 Item 3 & 4 CJP to 2 & 49 Groove N/A

Groove Weld 22 Item 4 CJP to 10 Groove N/A

Groove Weld 23 Item 4 CJP to 10 Groove N/A

Fillet Weld 1 Item 11 & 12 to 2,7 &10

Fillet 1/4" 322 3/4 in

Fillet Weld 3 Item 11 to 26 Fillet 1/4" 33 3/16 in

Groove Weld 24 Item 27 CJP to 26 Groove N/A

Fillet Weld 4 Item 27 to 10 Fillet 1/4" 276 in

Fillet Weld 5 Item 26 to 12 Fillet 1/4" 66 in

Groove Weld 25 Item 22 CJP to 12 Groove N/A

Fillet Weld 7 Item 22 to 12 Fillet 1/4" 30 5/8 in

Fillet Weld 8 Item 23 to 12 Fillet 1/4" 80 in

Fillet Weld 9 Item 23 to 22 Fillet 1/4" 24 in

UPSTREAM ASSEMBLY WELDS

ID

Description Type

Size

Length

Groove Weld 26 Item 44,45 CJP to 8

Groove N/A

Groove Weld 27 Item 44,45 CJP to 9

Groove N/A

Groove Weld 28 Item 48 CJP to 10 Groove N/A

Groove Weld 29 Item 48 CJP to 10 Groove N/A

Fillet Weld 10 Item 1 to 9 Fillet 1/4" 124 in

Fillet Weld 11 Item 51 & 52 to 8 & 45 Fillet 1/4" 95 1/16 in

Fillet Weld 12 Item 50 to 10 Fillet 1/4" 94 3/8 in

Groove Weld 30 Item 41 CJP to 12 Groove N/A

Fillet Weld 15 Item 41 to 6,7,8,9 & 10

Fillet 1/4" 616 1/2 in

Fillet Weld 16 Item 33.3 to 2,6 & 8

Fillet 1/4" 168 in

Fillet Weld 17 Item 49 to 10 Fillet 1/4" 104 3/8 in

Fillet Weld 18 Item 13 to 27 Fillet 1/4" 81 in

Fillet Weld 19 Item 46 to 2 Fillet 1/4" 111 11/16 in

Fillet Weld 20 Item 46 to 2 Fillet 1/4" 111 11/16 in

Fillet Weld 21 Item 47 to 7 Fillet 1/4" 37 in

Fillet Weld 22 Item 47 to 7 Fillet 1/4" 37 in

Groove Weld 31 Item 43 CJP to 11 & 12 Groove N/A

Groove Weld 32 Item 43 CJP to 11 & 12 Groove N/A

Groove Weld 33 Item 43 CJP to 11 & 12 Groove N/A

Groove Weld 34 Item 43 CJP to 11 & 12 Groove N/A

Groove Weld 35 Item 43 CJP to 11 & 12 Groove N/A

Groove Weld 36 Item 43 CJP to 11 & 12 Groove N/A

Groove Weld 37 Item 32 CJP to 7 Groove N/A

Groove Weld 38 Item 32 CJP to 7 Groove N/A

Groove Weld 39 Item 32 CJP to 7 Groove N/A

Seal Weld 1 Stiffener Seal Welds Seal Weld 12 in

Fillet Weld 24 Item 2 to 41 Fillet 1/4" 862 3/8 in

Fillet Weld 25 Item 41 to 9 & 12 Fillet 1/4" 793 in

Fillet Weld 26 Item 3 & 4 to 41 Fillet 1/4" 463 11/16 in

Fillet Weld 27 Item 41 to 6,7 & 8

Fillet 1/4" 220 11/16 in

Groove Weld 1 Item 8 CJP to 10 Groove N/A

Groove Weld 2 Item 8 CJP to 9 Groove N/A

DOWNSTREAM ASSEMBLY

TOTAL

QTY

ITEM

QTY

BASE QTYMATERIALITEM

Angle SteelAISC - L 2 x 2 x 3/8 - 133.41133.41 in1133.41 inASTM A709 GRADE 50T21

Angle SteelAISC - L 3 x 3 x 1/2 - 416 in44 inASTM A709 GRADE 50T22

Angle SteelAISC - L 5 x 3 x 3/8 - 155.445310.89 in2155.445 inASTM A709 GRADE 50T23

W-ShapeAISC - W 6x15 - 132.25132.25 in1132.25 inASTM A709 GRADE 50T24

W-ShapeAISC - W 6x15 - 155.445310.89 in2155.445 inASTM A709 GRADE 50T25

W-ShapeAISC - W 6x20 - 114.5114.5 in1114.5 inASTM A709 GRADE 50T26

W-ShapeAISC - W 6x20 - 132.5265 in2132.5 inASTM A709 GRADE 50T27

W-ShapeAISC - W 6x25 - 816 in28 inASTM A709 GRADE 50T28

W-ShapeAISC - W 8x15 - 113.77881227.558 in2113.779 inASTM A709 GRADE 50T29

W-ShapeAISC - W 8x15 - 115.3918230.784 in2115.392 inASTM A709 GRADE 50T210

W-ShapeAISC - W 8x15 - 119.141191.4 in10119.14 inASTM A709 GRADE 50T211

W-ShapeAISC - W 8x15 - 119.19751191.975 in10119.198 inASTM A709 GRADE 50T212

W-ShapeAISC - W 8x15 - 119.9644239.929 in2119.964 inASTM A709 GRADE 50T213

W-ShapeAISC - W 8x15 - 132.78796.68 in5132.78 inASTM A709 GRADE 50T214

W-ShapeAISC - W 8x15 - 195.75391.5 in2195.75 inASTM A709 GRADE 50T215

W-ShapeAISC - W 8x18 - 119.14238.28 in2119.14 inASTM A709 GRADE 50T216

W-ShapeAISC - W 8x18 - 119.1975238.395 in2119.198 inASTM A709 GRADE 50T217

W-ShapeAISC - W 8x18 - 122.8812245.763 in2122.881 inASTM A709 GRADE 50T218

W-ShapeAISC - W 8x18 - 132.78132.78 in1132.78 inASTM A709 GRADE 50T219

W-Shape (Fracture Critical Member)AISC - W 8x40 - 132.5132.5 in1132.5 inASTM A709 GRADE 50F220

W-ShapeAISC - W 8x40 - 188.4775376.955 in2188.478 inASTM A709 GRADE 50T221

W-ShapeAISC - W 8x40 - 234468 in2234 inASTM A709 GRADE 50T222

Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 1/2 - 13, HNI1841841ASTM A563 GR DH23

Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 3/4 - 10, HNI12121ASTM A563 GR DH24

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 1.75, HBI441ASTM F3125 GR A32525

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 2, HBI1501501ASTM F3125 GR A32526

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 2.5, HBI26261ASTM F3125 GR A32527

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 3.25, HBI441ASTM F3125 GR A32528

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 3/4-10 UNC - 2.5, HBI441ASTM F3125 GR A32529

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 3/4-10 UNC - 2.25, HBI881ASTM F3125 GR A32530

Washer AASTM F436 - 1/2, CW3643641ASTM F436 GR DH31

Washer AASTM F436 - 3/4, CW24241ASTM F436 GR DH32

1" Dia Rod x 20"Ladder Rung17171ASTM A3633.1

U-ShapeAISC - C 4 x 5.4 - 196392.000 in2196 inASTM A3633.2

Angle SteelAISC - L 7 x 4 x 3/8 - 336.000 in123 inASTM A3633.3

3/4" x 2 1/2" x 133 7/16"Downstream Seal111Rubber34

1" x 7 13/16" x 4"Downstream Seal Block221Rubber35

3/8" PL 1 1/2" x 133 7/16"Downstream Seal Clamp111ASTM A709 GRADE 5036

3/8" PL 6" x 42 1/4"Downstream Shutter Plate111ASTM A709 GRADE 50T237

1 1/4" x 1 1/2" x 153"Downstream Shutter Seal221Rubber38

1 5/8" X 2 1/2" X 153"Downstream Shutter Seal - 2441Rubber39

3/8" PL 48 11/16" x 154"Downstream Skinplate Bot221ASTM A709 GRADE 50T240

3/8" PL 133 7/16" x 38"Downstream Skinplate Bot - 2111ASTM A709 GRADE 50T241

3/8" PL 117" x 180"Downstream Skinplate Side441ASTM A709 GRADE 50T242

3/8" PL 43 13/16" x 113 1/4"Downstream Skinplate Side - 2221ASTM A709 GRADE 50T243

3/4" x 4" x 2 3/4"Filler Block Seal221Rubber44

3/8" PL x 4" x 1 1/2"Filler Block Seal Clamp221ASTM A709 GRADE 5045

3/4" PL 6" x 4" (Fracture Critical Member)Leveling Plate221ASTM A709 GRADE 50F246

1/2" PL 7 1/8" x 3 1/2" (Fracture Critical Member)Lifting Plate Stiffener441ASTM A709 GRADE 50F247

1" PL 12" x 9" (Fracture Critical Member)Main Lifting Plate221ASTM A709 GRADE 50F248

1 1/2" x 2 1/2" x 7 1/16"Upstream Column Seal221Rubber49

3/8" PL 1 1/2" x 4"Upstream Column Seal Clamp221ASTM A709 GRADE 5050

1/2" PL 6" x 6 3/16"W6x20 End Plate221ASTM A709 GRADE 5051

3/4" PL 6" x 8"W6x20 Lifting Plate111ASTM A709 GRADE 50T252

1/2" PL 2" x 22"W6x20 Seat221ASTM A709 GRADE 5053

1/2" PL 6 1/16" x 6 3/8"W6x25 End Plate221ASTM A709 GRADE 5054

3/8" PL 7 1/2" x 1 7/8"W8x15 Stiffener34341ASTM A709 GRADE 5055

3/8" PL 7 1/2" x 2 1/4"W8x18 Stiffener881ASTM A709 GRADE 5056

P

3 5 7 9 11 13 15 17

M

K

H

F

D

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192 4 6 8 10 12 181614 20

A

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D E

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R I P

T I O

N D

A T

E

I S

S U

E

D

A T

E

S O

L I C

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A T

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N

N

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C O

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R A

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D

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D E

S I G

N E

D

B

Y

D R

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B

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C H

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D

B

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S U

B M

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B

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S I Z

E

SHEET ID

US Army Corps of Engineers ®

I L

L I N

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V

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S-109

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B

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N

NOTE: SOME SKIN PLATE PARTS NOT SHOWN FOR CLARITY

33.2

33.1

33.3

DOWNSTREAM ASSEMBLY WELDS

ID

Description Type

Size

Length

Groove Weld 1 Item 9,10,11,16 & 18 CJP to 22

Groove N/A

Groove Weld 2 Item 9,10,11,16 & 18 CJP to 22

Groove N/A

Groove Weld 3 Item 9,10,11,16 & 18 CJP to 22

Groove N/A

Groove Weld 4 Item 9 & 10 CJP to 11 & 16 Groove N/A

Groove Weld 5 Item 9,10,11,16 & 18 CJP to 22

Groove N/A

Groove Weld 6 Item 9,10,11,16 & 18 CJP to 22

Groove N/A

Groove Weld 7 Item 9,10,11,16 & 18 CJP to 22

Groove N/A

Groove Weld 8 Item 9 & 10 CJP to 11 & 16 Groove N/A

Groove Weld 9 Item 9,10,11,16 & 18 CJP to 21

Groove N/A

Groove Weld 10 Item 9,10,11,16 & 18 CJP to 21

Groove N/A

Groove Weld 11 Item 9,10,11,16 & 18 CJP to 21

Groove N/A

Groove Weld 12 Item 9 & 10 CJP to 11 Groove N/A

Groove Weld 13 Item 18 CJP to 11 Groove N/A

Groove Weld 14 Item 9,10,11,16 & 18 CJP to 21

Groove N/A

Groove Weld 15 Item 9,10,11,16 & 18 CJP to 21

Groove N/A

Groove Weld 16 Item 9,10,11,16 & 18 CJP to 21

Groove N/A

Groove Weld 17 Item 9 & 10 CJP to 11 Groove N/A

Groove Weld 18 Item 18 CJP to 11 Groove N/A

Groove Weld 19 Item 12,13 & 17 CJP to 21

Groove N/A

Groove Weld 20 Item 12,13 & 17 CJP to 21

Groove N/A

Groove Weld 21 Item 12,13 & 17 CJP to 21

Groove N/A

Groove Weld 22 Item 13 CJP to 12 Groove N/A

Groove Weld 23 Item 12,13 & 17 CJP to 21

Groove N/A

Groove Weld 24 Item 12,13 & 17 CJP to 21

Groove N/A

Groove Weld 25 Item 12,13 & 17 CJP to 21

Groove N/A

Groove Weld 26 Item 13 CJP to 12 Groove N/A

Groove Weld 27 Item 12,13 & 17 CJP to 15

Groove N/A

Groove Weld 28 Item 12,13 & 17 CJP to 15

Groove N/A

Groove Weld 29 Item 12,13 & 17 CJP to 15

Groove N/A

Groove Weld 30 Item 13 CJP to 12 Groove N/A

Groove Weld 31 Item 12,13 & 17 CJP to 15

Groove N/A

Groove Weld 32 Item 12,13 & 17 CJP to 15

Groove N/A

Groove Weld 33 Item 12,13 & 17 CJP to 15

Groove N/A

Groove Weld 34 Item 13 CJP to 12 Groove N/A

Groove Weld 35 Item 14 & 19 CJP to 15 Groove N/A

Groove Weld 36 Item 14 & 19 CJP to 12 & 19 Groove N/A

Groove Weld 37 Item 14 & 19 CJP to 12 & 15 Groove N/A

Groove Weld 38 Item 14 & 19 CJP to 15 Groove N/A

Groove Weld 39 Item 14 & 19 CJP to 12 & 19 Groove N/A

Groove Weld 40 Item 14 & 19 CJP to 12 & 15 Groove N/A

Fillet Weld 1 Item 8 to 22 Fillet 1/4" 63 7/16 in

Fillet Weld 2 Item 7 to 21 Fillet 1/4" 124 in

Fillet Weld 3 Item 8 to 54 Fillet 1/4" 5 9/16 in

Fillet Weld 4 Item 8 to 54 Fillet 1/4" 12 3/16 in

DOWNSTREAM ASSEMBLY WELDS

ID

Description Type

Size

Length

Fillet Weld 6 Item 8 to 54 Fillet 1/4" 5 9/16 in

Fillet Weld 7 Item 8 to 54 Fillet 1/4" 12 3/16 in

Fillet Weld 9 Item 6 to 51 Fillet 1/4" 35 in

Groove Weld 41 Item 37 CJP to 19 Groove N/A

Fillet Weld 10 Item 3 & 5 to 19 & 37 Fillet 1/4" 77 3/8 in

Fillet Weld 11 Item 5 to 14 Fillet 1/4" 158 3/16 in

Fillet Weld 12 Item 5 to 19 Fillet 1/4" 12 in

Fillet Weld 13 Item 42 & 43 to 11,12,15,18,21 & 22

Fillet 1/4" 1467 3/16 in

Fillet Weld 14 Item 42 & 43 to 11,12,15,18,21 & 22

Fillet 1/4" 1467 3/16 in

Groove Weld 42 Item 40 CJP to 15 Groove N/A

Fillet Weld 15 Item 40 to 14 & 19 Fillet 1/4" 339 3/16 in

Fillet Weld 16 Item 1 to 41 Fillet 1/4" 266 13/16 in

Fillet Weld 17 Item 43 to 11,18 & 22

Fillet 1/4" 257 15/16 in

Fillet Weld 18 Item 43 to 11,18 & 22

Fillet 1/4" 257 15/16 in

Fillet Weld 19 Item 40,41 & 42 to 11,12,14,16,17 & 19

Fillet 1/4" 5663 3/16 in

Fillet Weld 20 Item 40,41 & 42 to 15,21 & 22

Fillet 1/4" 1824 in

Fillet Weld 21 Item 3 to 40 Fillet 1/4" 616 in

Groove Weld 43 Item 46 CJP to 21

Groove (FCW)

N/A

Groove Weld 44 Item 46 CJP to 21

Groove (FCW)

N/A

Groove Weld 45 Item 48 CJP to 20

Groove (FCW)

N/A

Groove Weld 46 Item 48 CJP to 22

Groove (FCW)

N/A

Groove Weld 47 Item 48 CJP to 22

Groove (FCW)

N/A

Fillet Weld 22 Item 56 to 19 Fillet 1/4" 56 13/16 in

Groove Weld 48 Item 55 CJP to 15 Groove N/A

Groove Weld 49 Item 55 CJP to 15 Groove N/A

Fillet Weld 23 Item 47 to 20 Fillet 1/4" 38 1/2 in

Fillet Weld 24 Item 47 to 20 Fillet 1/4" 38 1/2 in

Groove Weld 50 Item 20 CJP to 22 Groove N/A

Groove Weld 51 Item 20 CJP to 22 Groove N/A

Seal Weld Stiffener & End Plate Seal Welds Seal Weld 78 15/16 in

Fillet Weld 27 Item 55 to 15 Fillet 1/4" 167 1/2 in

Fillet Weld 28 Item 55 & 56 to 12 & 17 Fillet 1/4" 168 in

Groove Weld 52 Item 53 CJP to 54 Groove N/A

Groove Weld 53 Item 53 CJP to 54 Groove N/A

Groove Weld 54 Item 53 to 53 Groove N/A

Fillet Weld 29 Item 42 to 9,10 & 13

Fillet 1/4" 1341 1/8 in

Fillet Weld 30 Item 33.3 to 14 & 19 Fillet 1/4" 168 in

Fillet Weld 31 Item 52 to 6 Fillet 1/4" 17 1/2 in

Groove Weld 55 Item 19 CJP to 17 Groove N/A

Fillet Weld 32 Item 55 & 56 to 12 & 17 Fillet 1/4" 168 in

Groove Weld 56 Item 41 CJP to 15 Groove N/A

Fillet Weld 1 Item 33.1 to 33.2 Fillet 1/4" 213 5/8 in

Fillet Weld 2 Item 33.3 to 33.2 Fillet 1/4" 90 1/4 in

CONCRETESIDE ASSEMBLY

TO…

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