A02.16-R-0017_Solicitation_Plans.pdf

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MISSISSIPPI RIVER BASIN

LOCK AND DAM 14

LECLAIRE, IA

LD 14 AUXILIARY BULKHEADS

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SOLICITATION

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Contract:

APPROVAL RECOMMENDED BY:

APPROVED BY:

DISTRICT COMMANDER

of Engineers

US Army Corps

DATE

DATE

DATE

DATE

DATEDATE

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®of Engineers

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US Army Corps

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GEOTECHNICAL BRANCHCHIEF,

DESIGN BRANCHCHIEF,

TECHNICAL SERVICES BRANCHCHIEF,

ENGINEERING & CONSTRUCTION DIVISIONCHIEF,

HYDROLOGY & HYDRAULICS BRANCHCHIEF, 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

SEPTEMBER 2016

Solicitation: W912EK-16-R-0017

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GENERAL NOTES

WELDING NOTES

TITLE OF DRAWINGSheet ID

COVER SHEETG-001

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GENERAL

STRUCTURAL

S-101

S-201

S-202

S-501

S-502

S-503

S-504

S-505

BULKHEAD ELEVATIONS

SCALE : NO SCALEA1

SHEET INDEX

BULKHEAD DETAILS

BULKHEAD DETAILS

BULKHEAD DETAILS

BULKHEAD DETAILS

BULKHEAD DETAILS

BULKHEAD ELEVATIONS

DESIGN CRITERIA

FABRICATION

LIFTING

REPAIRS

INSPECTION PLAN

SHEET INDEX & GENERAL NOTES

OPERATION & MAINTENCE NOTES

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BULKHEAD DETAILS

BULKHEAD DETAILS

BULKHEAD DETAILS

BULKHEAD DETAILS

BULKHEAD DETAILS

S-506

S-507

S-508

S-509

S-510

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S-901 BULKHEAD ISOMETRICS

BEFORE PUTTING IT INTO SERVICE BY A STRUCTURAL ENGINEER.

A CLOSE VISUAL INSPECTION OF EACH BULKHEAD SHALL BE PERFORMED EACH TIME 1.

BOLTING NOTES

BULKHEAD - PLAN

S-511 BULKHEAD DETAILS

BULKHEAD DETAILSS-512

BULKHEAD DETAILSS-513

HYDRAULIC HEAD.

LINEAR FOOT ALONG THE ENTIRE LENGTH OF THE BULKHEAD, IN ADDITION TO THE STATIC

EACH GIRDER OF THE BULKHEAD IS ABLE TO WITHSTAND AN ICE LOAD OF 5,000 POUNDS PER 2.

THE BULKHEADS ARE DESIGNED FOR A HYDRAULIC HEAD OF 24 FEET.1.

C M

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THAN 1/4" FROM WHAT IS SHOWN ON THE PLANS.

FOR EACH GIRDER, THE TOTAL OUT-TO-OUT STEEL LENGTH SHALL NOT DIFFER MORE 4.

MORE THAN 1/16" FROM WHAT IS SHOWN ON THE PLANS.

FOR EACH GIRDER, THE OUT-TO-OUT STEEL DEPTH AT EACH END SHALL NOT DIFFER 3.

BULKHEAD SHALL NOT DIFFER MORE THAN 1/2".

DIAGONAL MEASUREMENTS FROM CORNER TO CORNER ON THE WET SIDE OF THE 2.

BULKHEAD.

THE TOTAL SAG SHALL NOT EXCEED 1/4" AT ANY POINT ALONG THE LENGTH OF THE 1.

OF A TURN.16

1SHALL BE RETENSIONED BY MATCH MARKING AND ROTATING THE NUT

FOR PRETENSIONED JOINTS (PT), THREE WEEKS AFTER THE INITIAL TENSIONING, THE BOLTS 3.

TO A SNUG-TIGHT CONDITION.

ASSEMBLY. BOLTS WILL BE INSTALLED AFTER FINAL PAINTING. BOLTS SHALL BE INSTALLED

WASHER. IF HEAVY HEX BOLTS ARE USED, 2 WASHERS SHALL BE SUPPLIED WITH THE BOLT

B18.21.1 TYPE B WASHER, AND AN ASME B18.21.1 HELICAL EXTRA-DUTY GALVANIZED LOCK

COUNTERSUNK AS APPLICABLE, A GALVANIZED ASME B18.2.2 NUT, A GALVANIZED ASME

CONSIST OF A 5/8" DIA GALVANIZED ASTM A307 GRADE A BOLT, HEAVY HEX OR

BOLT ASSEMBLIES FOR RUBBER TO STEEL OR UHMWPE TO STEEL JOINTS SHALL EACH 2.

ACCORDANCE WITH THE CONTRACT SPECIFICATIONS.

DECEMBER, 2009.FASTENERS WILL BE COATED ONCE ASSEMBLY IS COMPLETE IN

SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS, DATED 31

TURN-OF-THE-NUT METHOD. ALL BOLTING SHALL BE IN ACCORDANCE WITH THE RCSC

GALVANIZED ASTM F436 TYPE 1 WASHER. ALL JOINTS SHALL BE PRETENSIONED (PT) BY THE

GALVANIZED ASTM A325 TYPE 1 BOLT, A DRY LUBRICATED ASTM A563 GRADE DH NUT, AND A

BOLT ASSEMBLIES FOR STEEL TO STEEL JOINTS SHALL EACH CONSIST OF A 3/4" DIA 1.

SOLICITATION

CONTRACTING OFFICER:

THE FABRICATOR SHALL VERIFY THE FOLLOWING DIMENSIONS AND REPORT THEM TO THE 11.

BULKHEADS.

THE FABRICATOR SHALL DOCUMENT AND REPORT THE ACTUAL WEIGHTS OF THE 10.

ACCORDANCE WITH AWS D1.5.

FINISH DRAIN HOLES TO THE PROPER SURFACE FINISH SPECIFIED FOR MEMBER TYPE IN 9.

IDENTIFICATION NUMBER. SEE SHEET S-513 FOR DETAILS.

SHALL BE ROUNDED UP TO THE NEAREST 1000 LBS AND SHALL BE LOCATED BELOW THE

ON IT. THE BULKHEADS SHALL BE NUMBERED M14ALB 1 THROUGH M14ALB 4. THE WEIGHT

EACH BULKHEAD UNIT SHALL HAVE AN IDENTIFICATION NUMBER AND FINAL WEIGHT WELDED 8.

ALL CUT SURFACES SHALL CONFORM TO THE REQUIREMENTS OF AWS D1.5.7.

THE SPECIFICATIONS.

ALL EXPOSED SURFACES OF STRUCTURAL STEEL SHALL BE PAINTED IN ACCORDANCE WITH 6.

MUST BE MADE FOR SHRINKAGE AND DISTORTION DUE TO WELDING.

THE DIMENSIONS SHOWN OR CALLED FOR ARE THE FINAL DIMENSIONS AND ALLOWANCES 5.

STRUCTURAL STEEL SHALL CONFORM TO THE GENERAL REQUIREMENTS OF AWS D1.5.

UNLESS SPECIFICALLY NOTED, THE DIMENSIONAL TOLERANCES OF WELDED FABRICATED 4.

FOR THIS MATERIAL ARE LISTED IN THE SPECIFICATIONS.

TO THE IMPACT TESTING TEMPERATURE ZONE. ADDITIONAL TOUGHNESS REQUIREMENTS

TO IMPACT TESTING REQUIREMENTS, SEE TABLES IN ASTM A709. "Y", IF PRESENT, REFERS

FRACTURE-CRITICAL TENSION COMPONENTS. MATERIAL FOR THESE MEMBERS IS SUBJECT

AND CAN BE "T" FOR NON-FRACTURE-CRITICAL TENSION COMPONENTS, OR "F" FOR

GRADE 50 WHERE "X", IF PRESENT, REFERS TO THE CLASSIFICATION OF TENSION MEMBERS

ALL STRUCTURAL STEEL, UNLESS NOTED OTHERWISE, SHALL CONFORM TO ASTM A709 XY 3.

THE LOCK BULKHEADS ARE SYMMETRICAL ABOUT THE TRANSVERSE CENTERLINE. 2.

AS OPTIONS.

AS PART OF THE BASE CONTRACT. UP TO THREE ADDITIONAL BULKHEADS MAY BE AWARDED

THE CONTRACTOR SHALL FABRICATE, ASSEMBLE, PAINT, AND DELIVER ONE BULKHEAD UNIT 1.

SECTION 12.

FRACTURE CRITICAL WELDS AND ARE SUBJECT TO THE REQUIREMENTS OF AWS D1.5-2015

CONTRACT SPECIFICATIONS FOR FCM'S. ALL WELDS NOTED "FCW" ARE CONSIDERED

AND ARE SUBJECT TO THE MATERIAL AND FABRICATION REQUIREMENTS STATED IN THE

ALL SUBASSEMBLIES LABELED "FCM" SHALL BE CONSIDERED FRACTURE CRITICAL MEMBERS 12.

PROFILES OF THE ADJOINING METALS.

MACHINABLE EPOXY FILLER EQUIVALENT TO BELZONA 1111 AND FINISHED TO MATCH THE

ANY HOLES OR GAPS LOCATED IN THE DAMMING SURFACE SHALL BE FILLED WITH A 11.

WRAP ALL FILLET WELDS UNLESS NOTED OR DIRECTED OTHERWISE.10.

ACCORDANCE WITH AWS D1.5-2015 3.6.3 AND 3.6.4.

BUTT WELDS ON FRACTURE CRITICAL MEMBERS (FCMs) SHALL BE GROUND SMOOTH IN 9.

D1.5-2015.

TRANSITIONS ON BUTT JOINTS OF UNEQUAL THICKNESSES SHOULD BE AT 2.5:1 AS PER AWS 8.

SHALL BE USED.

" 2

CONSTRUCTION MANUAL, 14TH ED. UNLESS OTHERWISE SHOWN, A MINIMUM RADIUS OF 1

ATTACHMENTS TO AVOID INTERSECTING WELDS ACCORDING TO THE AISC STEEL

THE FABRICATOR SHALL PROVIDE WELD ACCESS HOLES IN ALL STIFFENERS AND OTHER 7.

FURTHER DESCRIBED IN THE SPECIFICATIONS.

NON-DESTRUCTIVE TESTING (NDT) SHALL BE PERFORMED ON WELDS AS SHOWN AND AS 6.

APPLICABLE.

WELDS AS QUALIFIED IN ACCORDANCE WITH THE PROVISIONS OF AWS D1.5-2015 AS

ALL BUTT WELDED JOINTS SHOWN ON THE DRAWINGS ARE COMPLETE PENETRATION BUTT 5.

CONTRACTING OFFICER.

RESIDUAL STRESSES AND DISTORTION, AND SHALL BE SUBJECT TO THE APPROVAL OF THE

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

PROCEDURE TECHNIQUES.

SHALL BE SPECIFIC WITH REGARD TO THE FILLER METAL AND OTHER FEATURES OF THE

THE CONTRACTOR'S WELDING SPECIFICATIONS ACCOMPANYING WORKING DRAWINGS 3.

SPECIFICATIONS.

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

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

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

APPLICABLE SHALL CONFORM TO THE AMERICAN WELDING SOCIETY, AWS D1.5-2015.

ATMOSPHERE FROM THE MOLTEN METAL. WORKMANSHIP AND TECHNIQUE WHERE

ALL WELDING SHALL BE ELECTRIC ARC WELDING USING A METHOD THAT EXCLUDES THE 1.

BULKHEADS SHALL NOT BE REMOVED WITH DIFFERENTIAL HEAD. 5.

THE BULKHEADS SHALL BE PAINTED WITH A VINYL PAINT SYSTEM. SEE SPECIFICATIONS.4.

ALL WELDS ON FRACTURE CRITICAL MEMBERS SHALL BE NONDESTRUCTIVELY TESTED, NDT.3.

ALL WELDING SHALL BE DONE IN ACCORDANCE WITH AWS D1.5.2.

HYDRAULIC STEEL STRUCTURE (HSS) REPORT FOR EACH BULKHEAD.

REQUIREMENTS FOR ZONE 2, (-1F TO -30F). THIS INFORMATION SHALL BE AVAILABLE IN THE

THE STEEL FOR FRACTURE CRITICAL MEMBERS SHALL PASS THE FRACTURE TOUGHNESS 1.

COMPATIBLE TO THE EXISTING.

ANY DAMAGED AREAS SHALL BE REPAINTED WITH A PAINT SYSTEM COMPARABLE AND 4.

(HSS), REPORT FOR THAT BULKHEAD.

ALL RECORDS OF THE REPAIR SHALL BE INCLUDED IN THE HYDRAULIC STEEL STRUCTURE 3.

NDT, AS PER SPECIFICATIONS.

ANY REPAIR TO A FRACTURE CRITICAL MEMBER SHALL BE NONDESTRUCTIVELY TESTED, 2.

ENGINEERING REGULATION (ER) 1110-2-8157 AND AWS D1.5.

ALL REPAIRS AND MODIFICATIONS SHALL BE MADE IN ACCORDANCE WITH USACE 1.

FABRICATOR.

THE APPROXIMATE WEIGHT OF ONE BULKHEAD IS 52 TONS TO BE VERIFIED BY THE 2.

FROM HORIZONTAL OR GREATER.

" FROM THE OUTSIDE OF THE WET SIDE FLANGE. SLING ANGLE SHALL BE 60 DEGREES 8

12'-2

THAT THE LIFTING POINT IS OVER THE CENTER OF GRAVITY. THE CENTER OF GRAVITY IS

ATTACHING SLINGS TO THE FOUR PADEYES. THE SLINGS SHOULD BE ADJUSTED SUCH

THE BULKHEADS MAY BE LIFTED AS A FOUR POINT PICK, WITHOUT A SPREADER BEAM, BY 1.

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TYP

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C

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BULKHEAD - PLAN

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BULKHEAD - PLAN

VERTICAL SEAL

SEAL SHIM PLATE

SEAL CLAMP BAR

HORIZONTAL END SEAL

A1

TYP OF 4

ASSEMBLY

PADEYE

SEAL

HORIZONTAL

BLOCK

BEARING

ASSEMBLY

GIRDER

TOP

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BUMPER

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S-512-A1

S-512-A1

S-512-A1

S-512-A1

S-512-A1

S-512-A1

S-512-C1

S-512-C1

S-512-C1

S-512-C1

S-508-A3S-505-A4 S-508-A3 S-505-A4

S-501-C2

S-501-C4

S-505-C4S-506-A4S-505-C4 S-506-A4

S-502-C4

S-501-C2

S-501-C4

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ASSEMBLY

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ASSEMBLY

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D B

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P L

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P L

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A T

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C T N

O

D A

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A P

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®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

S-509-C2

S-509-C4

S-509-C2

S-509-C4

S-509-C2

S-509-C4

S-501-C4

S-509-A4

S-511-A1

S-502-C4

S-501-C2

S-509-A4

S-509-C3

S-509-C3

S-509-C3

S-510-A4

S-512-A5

S-510-A1

S-511-C1

S-511-A1

S-511-C1

A N

S I

D p w \M

V R -A

P P

W

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T .m v r.

d s .u s a c e .a rm y .m il :C

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V R R o c k I s la n d D is tr ic t\

D o c u m e n ts \C iv il W o rk s \M is s is s ip p i R iv e r

B a s in \1

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L e C la ir e \4

L

D

A u x il ia ry B u lk h e a d s \C

A D \S h e e ts \1

S -2 x x x .d g n

:2

:5

A

M

B E

C D

M A

B

/1

/2

S-202

R O

C K I S

L A

N D

IL

L

IN

O

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R O

C K I S

L A

N D D

IS

T R

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A R

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P I

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L D

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S -2 x x x .d

L K

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A D E

L E

V A

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N S

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

/0

/1

A1

BULKHEAD END ELEVATION

ASSEMBLY

GIRDER

BOTTOM

ASSEMBLY

GIRDER

MIDDLE

ASSEMBLY

END PANEL

ASSEMBLY

END PANEL

BUMPER

END

BUMPER

END

BUMPER

END

ASSEMBLY

PADEYE

SEAL

VERTICAL

END SEAL

HORIZONTAL

SEAL

HORIZONTAL

BLOCK

BEARING

BLOCK

REACTION

BLOCK

REACTION

BLOCK

REACTION

BUMPER

WET SIDE

BUMPER

WET SIDE

BUMPER

WET SIDE

END SEAL

HORIZONTAL

BLOCK

BEARING

ASSEMBLY

TOP GIRDER

G

SOLICITATION

W E

K -1

-R -0

S O

L

IC

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A T

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N N

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F

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E N

A M

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D W

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P L

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P L

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A T

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C O

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C T N

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D A

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A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

S-504-A2

S-501-C1

S-501-A1

S-501-A3

S-503-B1

S-503-C3

S-501-A2

S-504-A1

S-502-B1

S-502-C1

S-502-A1

S-502-A1

S-502-C1

S-503-B3

S-504-C1

S-503-B3

S-503-B1

S-503-C1

S-501-A2

S-504-A1

S-502-B1

S-502-C1

S-502-A1

S-502-A1

S-502-C1

S-503-B3

S-503-B3

S-504-C1S-504-C1

S-504-C1

A N

S I

D p w \M

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P P

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T .m v r.

d s .u s a c e .a rm y .m il :C

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A D \S h e e ts \1

S -5 x x x .d g n

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S-501

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L A

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L A

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S

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P I

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L D

A

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R Y B

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K H

E A

D S

B C

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A S S

H O

W N

M A

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B T J

S -5 x x x .d

L K

H E

A D D

E T

A

IL

S

A1 S-501-A1

A2 S-501-A2

A3 S-501-A3

C4 S-501-C4

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

A4

DETAIL

A4

NOTES:

C1 S-501-C1

TYP

0 6" 1' 2'SCALE : 1 1/2"=1'-0"0 3" 6" 9" 12"SCALE : 3"=1'-0"

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

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

/0

/1

"16

" THICK2

1" THICK

5"

HOLE, TYP

" DIA.16

" DIA. HOLE, TYP16

1" THICK

WET SIDE SEAL PLATE

2"

R

2"

R

1'-3"

BEARING STIFFENERBUMPER STIFFENER

5"

"8

T Y

P

QTY: 1

BOTTOM GIRDER ASSEMBLY

C2 S-501-C2

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

OUTER FLANGE

DRY SIDE

OUTER FLANGE

DRY SIDE

SEAL PLATE

WET SIDE

FLANGE

CENTER

DRY SIDE

BLOCK PLATE

OUTER BEARING

DRY SIDE

BLOCK PLATE

OUTER BEARING

DRY SIDE

BLOCK PLATE

INNER BEARING

DRY SIDE

CJP

TOP GIRDER ASSEMBLY

STIFFENER

BEARING

STIFFENER

BUMPER

PLATE SUPPORT

END SEAL

SEAL PLATE

END

ASSEMBLY.

THE END SEAL PLATE FOR

SHALL BE CENTERED UNDER

END SEAL PLATE SUPPORT 3.

OTHERWISE.

WRAPPED, UNLESS NOTED

WELDED, DOUBLE SIDED &

" FILLET 4

1ALL PARTS SHALL BE 2.

TYPICAL OF BOTH ENDS.1.

A4

OUTER FLANGE

OUTER FLANGE

DRY SIDE

SEAL PLATE

WET SIDE

FLANGE

CENTER

DRY SIDE

BLOCK PLATE

OUTER BEARING

DRY SIDE

BLOCK PLATE

OUTER BEARING

DRY SIDE

BLOCK PLATE

INNER BEARING

DRY SIDE

TY

P

G

CJP, FCW

CJP, FCW

FCW

CJP,

CJP, FCW

FCW

CJP,

CJP

CJP, FCW

SOLICITATION

WEB PLATE

OUTER

WEB PLATE

OUTER

WEB PLATE

OUTER

WEB PLATE

OUTER

QTY: 4

MAT: ASTM A709 F2 GR 50END SEAL PLATE SUPPORT

QTY: 24

MAT: ASTM A709 F2 GR 50

QTY: 2

MAT: ASTM A709 F2 GR 50

QTY: 6

MAT: ASTM A709 F2 GR 50

CJP

WEB PLATE

GIRDER INNER

MIDDLE/BOTTOM

PLATE

INNER WEB

TOP GIRDER

FCM FCM

5" 5"

1" THICK

INNER FLANGE

GIRDER WET SIDE

TOP/BOTTOM

OUTER FLANGE

GIRDER WET SIDE

TOP/BOTTOM

OUTER FLANGE

GIRDER WET SIDE

TOP/BOTTOM

OUTER FLANGE

GIRDER WET SIDE

TOP/BOTTOM

OUTER FLANGE

GIRDER WET SIDE

TOP/BOTTOM

INNER FLANGE

GIRDER WET SIDE

TOP/BOTTOM

W E

K -1

-R -0

S O

L

IC

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A T

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N N

O

F

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D W

N B

Y

C K

D B

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D E

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D B

Y

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S C

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2 3

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4 5

A

B

M A

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D A

T E

S

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S U

B M

IT

T E

D B

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P L

O T S

C A

L E

P L

O T D

A T

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C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

S-503-A1

S-503-C3

S-504-A1

S-502-C1

S-502-C1

S-504-C1

S-501-A3

S-501-A1

S-503-A3

S-504-C1

S-503-A3

A N

S I

D p w \M

V R -A

P P

W

IN

T .m v r.

d s .u s a c e .a rm y .m il :C

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V R R o c k I s la n d D is tr ic t\

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B a s in \1

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L

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A u x il ia ry B u lk h e a d s \C

A D \S h e e ts \1

S -5 x x x .d g n

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A

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C D

M A

B

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S-502

R 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

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U .S

A R

M Y C

O R

P S O

F E

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IN

E E

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L E

C L

A

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IA

L O

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N D D

A M

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S

IS

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P I

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A S

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L D

A

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R Y B

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A S S

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S -5 x x x .d

L K

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A1 S-502-A1

C4 S-502-C4

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

SCALE : 3/8"=1'-0" 0 2' 4' 6'2'1'0SCALE : 1"=1'-0"C1

S-502-C1

0 4' 8'SCCLE : 3/16"=1'-0" 12'C3

DETAIL

1" THICK

/0

/1

MIDDLE GIRDER ASSEMBLY

B1 S-502-B1

L

IN

E O

F S

Y M

M E

T R

Y

1" THICK

" DIA. HOLE, TYP8

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

O .C

H

O L E

S

DRY SIDE OUTER FLANGE

DRY SIDE INNER BEARING BLOCK PLATE

C3

WEB PLATE

OUTER

OUTER FLANGE

DRY SIDE

OUTER FLANGE

DRY SIDE

FLANGE

CENTER

STIFFENER

BEARING

STIFFENER

BUMPER NOTES:

ASSEMBLY.

THE END SEAL PLATE FOR

SHALL BE CENTERED UNDER

END SEAL PLATE SUPPORT 3.

OTHERWISE.

WRAPPED, UNLESS NOTED

WELDED, DOUBLE SIDED &

" FILLET 4

1ALL PARTS SHALL BE 2.

TYPICAL OF BOTH ENDS.1.

QTY: 6

MAT: ASTM A709 F2 GR 50

"8 726'-9

WEB PLATE

OUTER

G

1'-5"

"4

"4

"8 71'-1

172°

90°

"16 125'-5

CJPFCW

CJP,

86°

10" 10"

2'-7"

10" 10"

2'-7"

10" 10"

2'-7"

10" 10"

2'-7"

10" 10"

2'-7""16

10" 10"

"16 911 3'-5"

10"

3'-5"

10"

3'-5"

10"

3'-5"

10"

3'-5"

10"

5"

1 T Y

P

"16 924'-2

10"

3'-5" 10" 3'-5" 10" 3'-5" 10" "16 31'-7

"16 314'-9

"16 131'-110"10"2'-7"10"10"2'-7"10"10"2'-7"

" DIA. HOLE, TYP8

DRY SIDE OUTER BEARING BLOCK PLATE

SOLICITATION

T Y

P

QTY: 2

MAT: ASTM A709 F2 GR 50

QTY: 4

MAT: ASTM A709 F2 GR 50

OUTER FLANGE

WET SIDE

MIDDLE GIRDER

WEB PLATE

GIRDER INNER

MIDDLE/BOTTOM

INNER FLANGE

WET SIDE

MIDDLE GIRDER

OUTER FLANGE

WET SIDE

MIDDLE GIRDER

FCM

CJP

1" THICK

W E

K -1

-R -0

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

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D E

S

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D B

Y

D E

S C

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IP

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2 3

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4 5

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B

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D B

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P L

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P L

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A T

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C O

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C T N

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D A

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®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

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A N

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S-503

R O

C K I S

L A

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IL

L

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R O

C K I S

L A

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IS

T R

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A R

M Y C

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E E

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L E

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A

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IA

L O

C K A

N D D

A M

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IS

S

IS

S

IP

P I

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IV

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A S

IN

L D

A

U X

IL

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R Y B

U L

K H

E A

D S

B C

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A S S

H O

W N

M A

B

B T J

S -5 x x x .d

L K

H E

A D D

E T

A

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S

A1 S-503-A1

C1 S-503-C1

B1 S-503-B1

/0

/1

L

IN

E O

F S

Y M

M E

T R

Y

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"

9 HOLES @ 9 HOLES @ 9 HOLES @

"4

"4 14 "2

14'-9"

"4

L

IN

E O

F S

Y M

M E

T R

Y

9 HOLES @ 9 HOLES @ 9 HOLES @

"4

"4 14 "2

14'-9"

"2

" DIA. HOLE, TYP16

B3 S-503-B3

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

A3 S-503-A3

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

"4

"4 14 "2

9 HOLES @

6" O.C. = 4'-0"

9 HOLES @

6" O.C. = 4'-0"

9 HOLES @

6" O.C. = 4'-0"

9 HOLES @

6" O.C. = 4'-0"

"4

"4 14 "2

13 "16 116 "16

6" O.C. = 2'-6" 6" O.C. = 3'-6"

8 HOLES @

1" THICK

1" THICK

1" THICK

"4

"4 14 "2

9 HOLES @

6" O.C. = 4'-0"

9 HOLES @

6" O.C. = 4'-0"

9 HOLES @

6" O.C. = 4'-0"

9 HOLES @

6" O.C. = 4'-0"

"4

"4 14 "2

13 "16 116 "16

6" O.C. = 3'-6"

8 HOLES @

1" THICK "4

"4

" DIA HOLE, TYP16

TOP/BOTTOM GIRDER WET SIDE INNER FLANGE

MIDDLE GIRDER WET SIDE INNER FLANGE MIDDLE GIRDER WET SIDE OUTER FLANGE

TOP/BOTTOM GIRDER WET SIDE OUTER FLANGE

G

L

IN

E O

F S

Y M

M E

T R

Y

"4 110'-1"2

"16

3"

10"

"16

3"

10"

2'-6"

TYP

H

O L E

O .C

O .C

H

O L E

S

14'-9"

2" R

TYP

QTY: 1

MAT: ASTM A709 F2 GR 50

QTY: 2

MAT: ASTM A709 F2 GR 50

L

IN

E O

F S

Y M

M E

T R

Y

"2

"2 11'-

O .C

H

O L E

S

14'-9"

2'-6"

TYP

H

O L E

O .C

"4 110'-1

5"

T Y

P

T Y

P

2" R

TY

P

"2

"4

"4

" DIA. HOLE, TYP16

" DIA HOLE, TYP16

SOLICITATION

3 HOLES @

6" O.C. = 1'-0"6" O.C. = 4'-0"6" O.C. = 4'-0"6" O.C. = 4'-0"

6" O.C. = 4'-0" 6" O.C. = 4'-0" 6" O.C. = 4'-0"

3 HOLES @

6" O.C. = 1'-0"

"4

26'-7"

26'-7"

6 HOLES @

"4

"4

6" O.C. = 2'-6"

6 HOLES @

C3 S-503-C3

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

QTY: 2

MAT: ASTM A709 F2 GR 50

QTY: 4

MAT: ASTM A709 F2 GR 50

QTY: 2

MAT: ASTM A709 F2 GR 50

QTY: 1

MAT: ASTM A709 F2 GR 50

TOP GIRDER INNER WEB PLATE MIDDLE/BOTTOM GIRDER INNER WEB PLATE

" THICK8

" THICK8

W E

K -1

-R -0

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

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IP

T

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N

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2 3

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4 5

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B

M A

R K

D A

T E

S

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S U

B M

IT

T E

D B

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P L

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C A

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P L

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A T

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C O

N T

R A

C T N

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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

P R

O J E

C T C

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A N

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M A

B

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/2

S-504

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C K I S

L A

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IL

L

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R O

C K I S

L A

N D D

IS

T R

IC

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U .S

A R

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

H

O L E

S

O .C

O .C

O .C

H

O L E

S

A1 S-504-A1

A2 S-504-A2

0 3" 6" 9" 12"SCALE : 3"=1'-0"2'1'0SCALE : 1"=1'-0"

1'-4"

1" THICK

END SEAL PLATE

DRY SIDE CENTER FLANGE

TYP

"8

5"

QTY: 6

MAT: ASTM A709 F2 GR 50

WET SIDE

DRY SIDE

" DIA. HOLE, TYP16

G

QTY: 3

MAT: ASTM A709 F2 GR 50

SOLICITATION

OUTER WEB PLATE

"8

9'-3""2 13"4

17'-7 "2

2'-6"2'-6"2'-6"2'-6"2'-6"5'-0"2'-6"2'-6"3"

O .C

H

O L E

" DIA. HOLE, TYP16

"4

"4 326'-1

HOLE, TYP

" DRAIN 2

" THICK8

2"

R

T Y P

QTY: 4

MAT: ASTM A709 F2 GR 50

W E

K -1

-R -0

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

D A

T E

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

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

S-505-C2

S-505-C1

S-505-A1

S-505-C1

S-505-A3

S-505-A3

S-505-C2

S-505-C3

S-505-C3

S-506-C1

A N

S I

D p w \M

V R -A

P P

W

IN

T .m v r.

d s .u s a c e .a rm y .m il :C

E M

V R R o c k I s la n d D is tr ic t\

D o c u m e n ts \C iv il W o rk s \M is s is s ip p i R iv e r

B a s in \1

L o c k D a m

L e C la ir e \4

L

D

A u x il ia ry B u lk h e a d s \C

A D \S h e e ts \1

S -5 x x x .d g n

:3

:1

A

M

B E

C D

M A

B

/1

/2

S-505

R 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

N G

IN

E E

R S

L E

C L

A

IR

E

IA

L O

C K A

N D D

A M

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

L D

A

U X

IL

IA

R Y B

U L

K H

E A

D S

B C

H

A S S

H O

W N

M A

B

B T J

S -5 x x x .d

L K

H E

A D D

E T

A

IL

S

A1 S-505-A1

C1 S-505-C1

A4 S-505-A4

A3 S-505-A3

C2 S-505-C2

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

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

3'-1"

T Y P

TYP

"4

6"

H

O L E

S

O .C

TYP

" THICK2

" THICK2

" THICK2

" THICK2

" DIA HOLE, TYP16

" DIA HOLE, TYP16

O .C

O .C

H

O L E

H

O L E

S

"4

6"

T Y P

6"

C3 S-505-C3

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

"4

6"

H

O L E

S

O .C

"TYP

" THICK2

" DIA HOLE, TYP16

C4 S-505-C4

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

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

TYP

/0

/1

1'-6""2

R

6"

R

2"

R

"2

T Y P

INTERMEDIATE DIAPHRAGM ASSEMBLY

QTY: 4QTY: 8

MAT: ASTM A709 GR 50

QTY: 12

MAT: ASTM A709 GR 50

QTY: 8

MAT: ASTM A709 GR 50

QTY: 4

MAT: ASTM A709 GR 50

QTY: 4QTY: 12

MAT: ASTM A709 GR 50 OUTER DIAPHRAGM ASSEMBLY

NOTES:

FOR ASSEMBLY.

CENTERED ON DIAPHRAGM WEB

DIAPHRAGM FLANGES SHALL BE 1.

NOTES:

FOR ASSEMBLY.

CENTERED ON DIAPHRAGM WEB

DIAPHRAGM FLANGES SHALL BE 1.

G

SOLICITATION

W E

K -1

-R -0

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

D A

T E

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

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

S-506-A3

S-505-A3

S-506-A3

S-505-C2

S-506-A1

A N

S I

D p w \M

V R -A

P P

W

IN

T .m v r.

d s .u s a c e .a rm y .m il :C

E M

V R R o c k I s la n d D is tr ic t\

D o c u m e n ts \C iv il W o rk s \M is s is s ip p i R iv e r

B a s in \1

L o c k D a m

L e C la ir e \4

L

D

A u x il ia ry B u lk h e a d s \C

A D \S h e e ts \1

S -5 x x x .d g n

:3

:5

A

M

B E

C D

M A

B

/1

/2

S-506

R 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

N G

IN

E E

R S

L E

C L

A

IR

E

IA

L O

C K A

N D D

A M

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

L D

A

U X

IL

IA

R Y B

U L

K H

E A

D S

B C

H

A S S

H O

W N

M A

B

B T J

S -5 x x x .d

L K

H E

A D D

E T

A

IL

S

A1 S-506-A1

A4 S-506-A4

A3 S-506-A3

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

C1 S-506-C1

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

O .C

TYP

TYP

TYP

TYP

TYP

TYP

TYP

5'-8"

3'-0""2 11'-3

"4

6"

H

O L E

S

H

O L E

S

O .C

" DIA. HOLE, TYP16

" THICK2

"2

2'-0""4 11'-2

"2 14'-4

" THICK2

" THICK2

/0

/1

2"

R

6" R

1" R

"2

T Y P

1" R

6"

R

2"

R

T Y P

QTY: 4

MAT: ASTM A709 GR 50

QTY: 8

MAT: ASTM A709 GR 50

QTY: 4CENTER DIAPHRAGM ASSEMBLY

NOTES:

FOR ASSEMBLY.

CENTERED ON DIAPHRAGM WEB

DIAPHRAGM FLANGES SHALL BE 1.

G

SOLICITATION

QTY: 4

MAT: ASTM A709 GR 50

W E

K -1

-R -0

S-507-A2

S-507-C1

S-507-A1

S-507-C4

S-507-A1

S-507-C1

S-507-C3

S-507-A3

S-507-C4

S-507-A1

S-507-C2

S-507-C2

S-507-C2

S-507-C2

S-507-A1

ID

Sheet

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

D A

T E

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

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

A N

S I

D p w \M

V R -A

P P

W

IN

T .m v r.

d s .u s a c e .a rm y .m il :C

E M

V R R o c k I s la n d D is tr ic t\

D o c u m e n ts \C iv il W o rk s \M is s is s ip p i R iv e r

B a s in \1

L o c k D a m

L e C la ir e \4

L

D

A u x il ia ry B u lk h e a d s \C

A D \S h e e ts \1

S -5 x x x .d g n

:3

:3

A

M

B E

C D

M A

B

/1

/2

S-507

R 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

N G

IN

E E

R S

L E

C L

A

IR

E

IA

L O

C K A

N D D

A M

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

L D

A

U X

IL

IA

R Y B

U L

K H

E A

D S

B C

H

A S S

H O

W N

M A

B

B T J

S -5 x x x .d

L K

H E

A D D

E T

A

IL

S

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

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

0 6" 1' 2'SCALE : 1 1/2"=1'-0"0 3" 6" 9" 12"SCALE : 3"=1'-0"

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

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

0 6" 1' 2'SCALE : 1 1/2"=1'-0"A1

S-507-A1

A2 S-507-A2

A3 S-507-A3

A4 S-507-A4

C4 S-507-C4

C3 S-507-C3

C2 S-507-C2

C1 S-507-C1

/0

/1

SCALE : NO SCALE

QTY: 4

MAT: ASTM A709 GR 50

QTY: 2

QTY: 8

MAT: ASTM A709 GR 50

QTY: 4

MAT: ASTM A709 F2 GR 50

QTY: 12

MAT: ASTM A709 F2 GR 50

QTY: 16

MAT: ASTM A709 F2 GR 50

MAT: ASTM A709 F2 GR 50

G

SOLICITATION

QTY: 4

MAT: ASTM A709 F2 GR 50

FCM

W E

K -1

-R -0

"4

"16

" THICK2

1"

R

W10x45

" THICK4

" THICK2

WT5x15

1" THICK

"2

"16 51'-103"

"2

"16 151'-10 3"

"16 152'-1 "16

52'-1

T Y

P

"16 54'-6

5"2"

9"

" DIA HOLE, TYP16

HOLE, TYP

" DIA 16

HOLE, TYP

" DIA. 16

1°

"16

"4

"8

"8

"16

"8

TYP

"4

"8

"4

"8

" THICK4

HOLE, TYP

" DIA.16

" DIA HOLE, TYP16

"4

6"

TYP

H

O L E

S

O .C

BRACEBASE PLATECOLUMN

GUSSET BRACE SHIM

39°

NOTES:

ON COLUMN FOR ASSEMBLY.

S-507-A3 AND S-507-C3 SHALL BE CENTERED HORIZONTALLY 3.

BASE PLATE.

HORIZONTALLY AND SPACED 1" VERTICALLY FROM THE

LIFTING FRAME GUSSETS SHALL BE CENTERED 2.

COLUMN FOR ASSEMBLY.

TOP & BOTTOM BASE PLATES SHALL BE CENTERED ON 1.

FCW

PLATES,

GUSSET

TYP ALL

FCW

BASE PLATES,

TYP ALL

BOTTOM LIFTING FRAME ASSEMBLY FCW

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

D A

T E

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

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

S-507-A2

S-508-C1

S-507-A1

S-507-C4

S-507-A1

S-508-C1

S-507-C3

S-507-A3

S-507-C4

S-507-A1

S-508-A2

S-508-A1

S-507-C2

S-507-C2

S-507-A1

S-508-C2

S-508-C2

S-508-A2

S-508-A1

S-508-C2 S-508-C2

A N

S I

D p w \M

V R -A

P P

W

IN

T .m v r.

d s .u s a c e .a rm y .m il :C

E M

V R R o c k I s la n d D is tr ic t\

D o c u m e n ts \C iv il W o rk s \M is s is s ip p i R iv e r

B a s in \1

L o c k D a m

L e C la ir e \4

L

D

A u x il ia ry B u lk h e a d s \C

A D \S h e e ts \1

S -5 x x x .d g n

:3

:0

A

M

B E

C D

M A

B

/1

/2

S-508

R 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

N G

IN

E E

R S

L E

C L

A

IR

E

IA

L O

C K A

N D D

A M

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

L D

A

U X

IL

IA

R Y B

U L

K H

E A

D S

B C

H

A S S

H O

W N

M A

B

B T J

S -5 x x x .d

L K

H E

A D D

E T

A

IL

S

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

A3 S-508-A3

C1 S-508-C1

/0

/1

SCALE : NO SCALE

MAKE ONE OPPOSITE HAND

QTY: 2

0 6" 1' 2'SCALE : 1 1/2"=1'-0"C2

S-508-C2

A1 S-508-A1

A2 S-508-A2

QTY: 4

MAT: ASTM A709 F2 GR 50

QTY: 4

MAT: ASTM A709 F2 GR 50

QTY: 2

MAT: ASTM A709 F2 GR 50

QTY: 2

G

SOLICITATION

W E

K -1

-R -0

PLATES

GUSSET

TYP ALL

COLUMN

TOP LIFTING FRAME ASSEMBLY

NOTES:

W10x45

STIFFENER

TRIANGULAR

SLOT COLUMN FOR

1" THICK

HOLE, TYP

" DIA16

1" THICK

HOLE, TYP

" DIA 16

62°

1'-4"

1" THICK

HORIZONTALLY ON COLUMN FOR ASSEMBLY.

S-507-A3 AND S-506-C3 SHALL BE CENTERED 3.

THE BASE PLATE.

HORIZONTALLY AND SPACED 1" VERTICALLY FROM

LIFTING FRAME GUSSETS SHALL BE CENTERED 2.

ON COLUMN FOR ASSEMBLY.

TOP & BOTTOM BASE PLATES SHALL BE CENTERED 1.

95°

2"

2"

2"

2"

11"11"

"2

"8

8° 5°

TOP VIEW

BASE PLATES,

TYP ALL

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

D A

T E

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

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

S-509-A1

S-509-A3

S-509-C1

S-509-A2

S-509-C1

A N

S I

D p w \M

V R -A

P P

W

IN

T .m v r.

d s .u s a c e .a rm y .m il :C

E M

V R R o c k I s la n d D is tr ic t\

D o c u m e n ts \C iv il W o rk s \M is s is s ip p i R iv e r

B a s in \1

L o c k D a m

L e C la ir e \4

L

D

A u x il ia ry B u lk h e a d s \C

A D \S h e e ts \1

S -5 x x x .d g n

:3

:4

A

M

B E

C D

M A

B

/1

/2

S-509

R 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

N G

IN

E E

R S

L E

C L

A

IR

E

IA

L O

C K A

N D D

A M

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

L D

A

U X

IL

IA

R Y B

U L

K H

E A

D S

B C

H

A S S

H O

W N

M A

B

B T J

S -5 x x x .d

L K

H E

A D D

E T

A

IL

S

A4 S-509-A4

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

"4

4"

H

O L E

S

O .C

" THICK2

" DIA. HOLE, TYP16

" DIA. HOLE, TYP16

" THICK2

"4

4"

TYP

TYP

H

O L E

S

O .C

A1 S-509-A1

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

C1 S-509-C1

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

2'-4"1"

2'-6"

" THICK2

1" R

TYP

A2 S-509-A2

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

C2 S-509-C2

C3 S-509-C3

C4 S-509-C4

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

/0

/1

1'-3"

"2

"2

"2

" DIA. HOLE, TYP16

TYP

1'-0"

" DIA. HOLE, TYP16

TYP

"2 11'-"4

QTY: 6

MAT: UHMWPE

QTY: 6

MAT: UHMWPE

QTY: 4QTY: 4

MAT: ASTM A709 GR 50

QTY: 4

MAT: ASTM A709 GR 50

QTY: 8

MAT: ASTM A709 GR 50

" TYP

END PANEL ASSEMBLY

WET SIDE BUMPERREACTION BLOCKEND BUMPER

"2

3"2

13"2

"2

R

2" 2"

8"

"4

"41

" DIA. HOLE, TYP16

TYP

2""16

T Y P

" THICK2

TYP

QTY: 4

MAT: ASTM A709 GR 50

"4

4"

H

O L E

S

O .C

" DIA. HOLE, TYP16

A3 S-509-A3

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

WET SIDE

G

NOTES:

FROM G-002 APPLIES.

SURFACE AND WELDING NOTE 12

END PANEL ASSEMBLY IS A DAMMING 2.

WITH RESPECT TO THE BULKHEAD.

ON THE OUTBOARD OF THE BOLTS

INSTALLED SUCH THAT THE WEB IS

END PANEL ASSEMBLY SHALL BE 1.

SOLICITATION

QTY: 6

MAT: ASTM A572 GR 50

W E

K -1

-R -0

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

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A2 S-510-A2

A3 S-510-A3

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

/0

/1

HORIZONTAL SEALSEAL SHIM PLATE SEAL CLAMP BARVERTICAL SEAL

QTY: 2

MAT: RUBBER

QTY: 2

MAT: ASTM A709 GR 50

QTY: 2

MAT: ASTM A709 GR 50

QTY: 2

MAT: RUBBER

1"

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S-512-C3

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PADEYE ASSEMBLY

INNER SKIN PLATE QTY: 4

QTY: 4

MAT: ASTM A709 GR 50

QTY: 14

MAT: ASTM A709 GR 50

NOTES:

ASSEMBLY.

ON PADEYE BASE PLATE FOR

S-512-C3 SHALL BE CENTERED 1.

7"

"2

9 HOLES @ 6" O.C. = 4'-0" "2

"2

8 HOLES @ 6" O.C. = 3'-6""16

QTY: 4

MAT: ASTM A709 F2 GR 50

QTY: 4

FCM

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DETAIL

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WET SIDE ELEVATION

T Y

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NOTES:

MA14ALB 1 TO MA14ALB 4.

SHALL BE WELDED ON FROM

IDENTIFICATION NUMBER 1.

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A D D

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ON BULKHEAD

NUMBER & WEIGHT WELDED

WELDED ON BULKHEAD

NUMBER & WEIGHT

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