Oahe Draft Tube Bulkheads Drawings.pdf

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C T

N

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

SHEET ID

F I L E

US Army Corps of Engineers

G-001

O A

H

D

A M

M I S

S O

U R

I

R

I V

E R

S

O U

K

O T

A

P O

W E

R H

O U

S E

D R

A F

T

T

U B

E

B

U L K

H E

R

P

L A

C E

M E

N T

P R

O J E

C

A T

I O

N

V I C

I N

I T

Y

M

A P

S

T

M

C G

I L V

R E

Y

P

E

P

H

A R

P O

L E

A

M

U E

H L E

C K

P

E

W F

Q

S T

E V

M

I L E

S

P

E

A N

S I

D

O A

G

X

X X d w g

U S

A

R M

Y

C

O R

P

F

E

N G

I N

E E

R S

H Y

D R

O E

L E

C T

R I

S

I G

N

C

E N

T E

R

P O

R T

L A

N D

O

R E

G O

N

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

O M

A H

A

D

I S

T R

I C

T

O M

A H

A

N

E B

R A

S K

A

O A

AERIAL PHOTOGRAPH

SOLICITATION NO.: W9128F21Q0004

ISSUE DATE: JUNE 2021

CONTRACT NO.: XXXXXX-XX-X-XXXX

MISSOURI RIVER, SOUTH DAKOTA

POWERHOUSE

OMAHA DISTRICT

DRAFT TUBE BULKHEAD REPLACEMENT

OAHE DAM

PROJECT LOCATION

PROJECT LOCATION

US Army Corps of Engineers

This project was designed by the Hydroelectric Design Center of the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by

ER 1110-1-8152.

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

SHEET ID

US Army Corps of Engineers

G-002

O A

M

M I S

S O

U R

I

R

I V

E R

P O

W E

R H

O U

S E

D R

A F

T

T

U B

E

B

U L K

H E

P

L A

C E

M E

N T

D R

A W

I N

G

I N

D E

X

T

M

C G

I L V

R E

Y

P

E

P

H

A R

P O

L E

A

M

U E

H L E

C K

P

E

W F

Q

S T

E V

M

I L E

S

P

E

A N

S I

D

O A

G

X

X X d w g

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

H Y

D R

O E

L E

C T

R

S

I G

N

C

E N

T E

R

P O

R T

L A

N D

O

R E

G O

N

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

O M

A H

A

D

I S

T R

I C

T

O M

A H

A

N

E B

R A

S K

A

O A

G-001 PROJECT LOCATION AND VICINITY MAPS

G-002 DRAWING INDEX

S-001 GENERAL STRUCTURAL NOTES

S-002 ASSEMBLY & ALIGNMENT

S-003 GEOMETRIC DIMENSIONING & TOLERANCING

S-101 LEAF

S-102 LEAF

S-501 DETAIL VIEWS

S-502 DETAIL - LIFTING LUG

S-503 BULKHEAD SEALS

S-504 DETAILS

S-505 DETAIL/PARTS

S-506 DETAIL/PARTS

M-001 LIFTING BEAM ASSEMBLY & ALIGNMENT

M-101 LIFTING BEAM ASSEMBLY

M-102 LIFTING BEAM

M-501 LIFTING BEAM PARTS/DETAILS STRUCTURE

M-502 LIFTING BEAM PARTS/DETAILS HOOK/SHEAVE

M-503 LIFTING BEAM PARTS/DETAILS ROCKER MECHANISM

MO-OPN31E101.2 LOCATION PLAN

MO-OPN31E107.2 PARTIAL LOCATION PLAN SHEET 6

MO-OPN84E170 POWER PLANT EQUIPMENT ARRANGEMENT - TRAVERSE SECTION THROUGH CL OF UNIT

MO-OPN84E177.1 POWER PLANT EQUIPMENT ARRANGEMENT - LONGIT. SECTION DOWNSTREAM GALLERIES

MO57-81E119 DRAFT TUBE DECK EL 1456.0 SHEET 1

MO57-81E120 DRAFT TUBE DECK EL 1456.0 SHEET 2

MO57-81E121 DRAFT TUBE DECK EL 1456.0 SHEET 3

MO57-82E101.2 DRAFT TUBE GATES

MO57-82E102.2 DRAFT TUBE GATE GUIDES

MO57-82E102.3 DRAFT TUBE GATE DOGS

644-19.4 25 TON DRAFT TUBE GANTRY CRANE LIFTING BEAM

644-50 25 TON DRAFT TUBE GANTRY CRANE LIFTING BEAM

644-51 25 TON DRAFT TUBE GANTRY CRANE LIFTING BEAM

644-52 25 TON DRAFT TUBE GANTRY CRANE LIFTING BEAM

644-53 25 TON DRAFT TUBE GANTRY CRANE LIFTING BEAM

644-54 25 TON DRAFT TUBE GANTRY CRANE LIFTING BEAM

644-55 25 TON DRAFT TUBE GANTRY CRANE LIFTING BEAM

OA88-5-0/1

OA88-5-0/2

OA88-5-2/3

OA88-5-2/4

OA88-5-2/5

OA88-5-2/6

OA88-5-2/7

OA88-5-2/8

OA88-5-2/9

OA88-5-2/10

OA88-5-2/11

OA88-5-2/12

OA88-5-2/13

OA88-3-2/1

OA88-3-2/2

OA88-3-2/3

OA88-3-2/4

OA88-3-2/5

OA88-3-2/6

US Army Corps of Engineers

S-001

O A

M

M I S

S O

U R

I

R

I V

O U

K

O T

A

D R

A F

T

T

U B

E

B

U L K

H E

P

L A

C E

M E

N T

G E

N E

R A

L

S

T R

U C

T U

R A

L

N

O T

E S

T

M

C G

I L V

R E

Y

P

E

P

H

A R

P O

L E

A

M

U E

H L E

C K

P

E

W F

Q

S T

E V

M

I L E

S

P

E

A N

S I

D

O A

S

X

X X

D

W G

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

H Y

D R

O E

L E

C T

R

S

I G

N

C

E N

T E

R

P O

R T

L A

N D

O

R E

G O

N

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

O M

A H

A

D

I S

T R

I C

T

O M

A H

A

N

E B

R A

S K

A

O A

1.0 STRUCTURAL STEEL

1.1 FABRICATOR TO BE CERTIFIED UNDER AISC QUALITY CERTIFICATION PROGRAM WITH

ONE OF THE FOLLOWING CERTIFICATIONS; MAJOR BRIDGE FABRICATOR (CBR),

CERTIFIED BRIDGE FABRICATOR - ADVANCED (ABR), CERTIFIED BRIDGE FABRICATOR -

INTERMEDIATE (IBR), OR CERTIFIED HYDRAULIC FABRICATOR (HYD) AT THE TIME OF

BID. IN ADDITION, THE FABRICATOR IS REQUIRED TO BE CERTIFIED WITH FRACTURE

CRITICAL ENDORSEMENT (F) AT TIME OF BID. THE FABRICATOR SHALL BE CERTIFIED

FOR THE LIFE OF THE CONTRACT.

1.2 ALL DIMENSIONS, DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL

CONTRACT DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY ALL CONTROL

DIMENSIONS OF EXISTING BULKHEADS PRIOR TO BEGINNING FABRICATION AND SHALL

DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED VARIANCES FOR

GOVERNMENT APPROVAL.

1.3 UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL USED IN FABRICATION OF THE

BULKHEADS SHALL BE ASTM A709 T2 GRD 50, EXCEPT FRACTURE CRITICAL MEMBERS

WHICH SHALL BE ASTM A709 F2 GRD 50. FOR REQUIREMENTS, SEE SPECIFICATION

05 59 13.01 26.

1.4 CONFORM ALL STRUCTURAL WELDING TO ALL REQUIREMENTS AS STATED IN 05 59

13.01 26 FOR CONNECTIONS.

1.5 ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO BE

FRACTURE CRITICAL CJP WELDS, AND ARE TO BE IDENTIFIED ON THE SHOP

DRAWINGS AND CLOUDED FOR APPROVAL. PROVIDE ALL MISSING WELDS ADDED BY

THE CONTRACTOR TO THE SHOP DRAWINGS IN LIST FORM IDENTIFYING WHICH SHOP

DRAWING SHEET THE WELD IS LOCATED ON. ADD THIS LIST TO THE FIRST PAGE OF

THE SHOP DRAWINGS AND PROVIDE THE LIST FOR GOVERNMENT APPROVAL.

1.6 BREAK ALL SHARP EDGES TO A 1/16" RADII, UNLESS NOTED OTHERWISE. A SHARP

EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF SHEARING, FLAME CUTTING

OR MACHINING. BREAK ALL DRAIN HOLE EDGES TO A 1/8" RADII UNLESS NOTED

OTHERWISE

1.7 CONFORM PAINTING FOR DRAFT TUBE BULKHEADS TO ALL REQUIREMENTS STATED

IN SPECIFICATION 09 97 02.13 26. USE SYSTEM 5-E-Z FOR ALL BULKHEAD

COMPONENTS, EXCEPT AS NOTED IN THE SPECIFICATIONS. CERTIFY ALL PAINTING

CONTRACTORS ENGAGED IN SURFACE PREPARATION AND COATING APPLICATION

ACCORDING PER 09 97 02.13 26.

1.8 ALL WELD ACCESS HOLES ARE 2" RADIUS AND GROUND TO A MAXIMUM 1,000 μINCH

FINISH, UNLESS OTHERWISE NOTED. EXTEND SLOTTED ACCESS HOLES 2" PAST WELD

JOINT, UNLESS OTHERWISE NOTED.

1.9 WRAP ALL WELDS USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE

DRAWINGS, OR THE REQUIRED REINFORCING FILLET WELD SIZE PER AWS D1.5.

MATCH ADJACENT WELD SIZES AT LOCATIONS THAT ARE TO BE WRAPPED.

1.10 THE ESTIMATED DRY WEIGHT OF EACH BULKHEAD SECTION, NOT INCLUDING PAINT

AND WELDS: LEAF - 14250.0 LBS

1.11 ALL BOLT HOLES ARE TO BE STANDARD SIZE, UNLESS NOTED OTHERWISE.

1.12 PREHEAT WELDED JOINTS FOR THE THICKER PART JOINED. SEE SECTION

05 59 13.01 26.

1.13 MATCH DRILL HOLES AT ASSEMBLY FOR RUBBER SEALS.

1.14 SPLICES IN STEEL MEMBERS ARE NOT ALLOWED, UNLESS NOTED OTHERWISE,

WITHOUT GOVERNMENT APPROVAL. ALL WELDS IN SPLICES APPROVED BY THE

GOVERNMENT ARE TO BE CONSIDERED CRITICAL.

1.15 ASSUME ALL WELDS ON FRACTURE CRITICAL MEMBERS ARE IN TENSION FOR

PURPOSES OF NONDESTRUCTUIVE TESTING.

1.16 SOME COMPONENTS AND FEATURES MAY BE OMITTED FOR CLARITY AND/OR MAY

NOT BE TO SCALE IN CERTAIN VIEWS WITHIN THIS PACKAGE.

1.17 ALL CJP BUTT JOINTS ARE TO BE GROUND FLUSH, UNLESS NOTED OTHERWISE.

2.0 DESIGN STANDARDS

2.1 AISC 325 - STEEL CONSTRUCTION MANUAL 15TH EDITION

2.2 AWS D1.5 - 2015

2.3 ETL 1110 - 2 - 584 (30 APRIL 2014)

3.0 QUANTITY

3.1 ALL QUANTITIES INDICATED ON STRUCTURAL SHEETS ARE FOR 1 BULKHEAD. SEE

SPECIFICATIONS FOR REQUIRED NUMBER OF BULKHEADS.

4.0 FRACTURE CRITICAL MEMBERS (FCM)

4.1 ALL FAILURE CRITICAL MEMBERS WILL BE TREATED AS A FRACTURE CRITICAL

MEMBER (FCM) FOR FABRICATION AND TESTING PURPOSES.

5.0 TOLERANCES UNLESS OTHERWISE NOTED.

5.1 TOLERANCES FOR FRACTIONAL DIMENSIONS:

5.1.1 BOTH ENDS MILLED: +/- 1/32"

5.1.2 NON-MILLED ENDS AND MEMBER LEGNTH OF 30' OR LESS: +/- 1/16"

5.1.3 NON-MILLED ENDS AND MEMBER LENGTH OVER 30': +/- 1/8"

5.2 TOLERANCES FOR ANGLES ARE +/- 0.5°.

5.3 TOLERANCES FOR DECIMAL DIMENSIONS ARE AS FOLLOWS:

DIMENSION TOLERANCE

X +/- 0.1

X.X +/- 0.02

X.XX +/- 0.005

X.XXX +/- 0.0005

X.XXXX +/- 0.00005

SCALE: NTS

DRAFT TUBE BULKHEAD

P

EL 1403.90 (TOP SEAL)

EL 1386.17 (BOTTOM OF SLOT)

FLOW

EXTREME EL 1448.50

(SPILLWAY DESIGN FLOOD)

UNUSUAL EL 1436.00

(MAXIMUM UNUSUAL OPERATING POOL)

USUAL EL 1434.50

(MAX NORMAL OPERATING POOL)

DRAFT TUBE BULKHEAD

CONTROL DIMENSIONS CHART

18' -4 1/2"

17' -10 1/2"

SEE SECTION 05 59 13.01 26 PART 3.4 CONTROL

DIMENSIONS FOR INSTRUCTIONS TO CONTRACTOR.

OUT TO OUT

END PLATES

S-101

OUTSIDE EDGE OF SKIN PL

TO OUTSIDE EDGE OF

LIFTING LUG

S-101

0' - 4 3/8"

0' -6 1/2"

D/S EDGE OF SKIN PL

TO INSIDE D/S EDGE OF

GUIDE SHOES

S-501

1' - 2 1/16"

D/S EDGE OF SKIN PL TO

D/S EDGE OF LIFTING LUG

S-501

U/S EDGE OF TOP FLG

TO U/S EDGE OF LIFTING LUG

S-501

U/S FACE OF SKIN PLATE TO

U/S EDGE OF COUPLING SLOT

S-506

TOP EDGE OF TOP WEB PL

TO TOP EDGE OF

LIFTING LUGS

S-502

CL TO CL

LIFTING LUGS

S-101

U/S EDGE OF FLG PL TO

INSIDE U/S EDGE OF

GUIDE SHOE S-501

LIFTING LUG

FCM

ABBREVIATIONS:

CC CENTER TO CENTER

CG CENTER OF GRAVITY

CL CENTERLINE

CTRL CONTROL

CPLG COUPLING

DIA DIAPHRAGM

DIM DIMENSION

D/S DOWNSTREAM

EL ELEVATION

FLG FLANGE

FCM FRACTURE CRITICAL MEMBER

HORIZ HORIZONATAL

OC ON CENTER

PL PLATE

PLS PLATES

PLCS PLACES

U/S UPSTREAM

VERT VERTICAL

NTS NOT TO SCALE

STIF STIFFENER

SYMM SYMMETRICAL

TYP TYPICAL

F

L

O

W

F

L

O

W

END PL

DOWNSTREAM VIEW

SCALE: NTS

ISOMETRIC

DRAFT TUBE BULKHEAD ASSEMBLY

UPSTREAM VIEW

SCALE: NTS

ISOMETRIC

DRAFT TUBE BULKHEAD ASSEMBLY

GENERAL NOTES:

BOTTOM FLG PL

DIAPHRAGM PL

FLG PL

WEB PL

BEARING BAR

RUBBER SEAL

SEAL PL

GUIDE SHOE

DOGGING

BRACKET

FCM

SPRING S

O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

SHEET ID

FLANGE PL

19' -1"

OUT TO OUT

GUIDE SHOES

S-101

1' - 3 1/2"

0' -7 3/4"

0' - 5 3/16"

BOTTOM EDGE OF END WEB

TO BOTTOM EDGE OF

COUPLING SLOT S-506

Q

D/S INSIDE EDGE OF LOWER

GUIDE SHOE TO D/S FACE

OF SKIN PLATE S-003

N/A

0' - 7 7/16"

0' - 8"

PARALLEL & PERPINDICULAR

TOLERANCES

S-003

N/A

COPLANAR BEARING

BAR SURFACES

S-003

0'- 11 5/16"

PRIMARY DIRECTION OF STRESS

(SKIN PLATE ROLL DIRECTION)

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

SHEET ID

US Army Corps of Engineers

S-002

O A

M

M I S

S O

U R

I

R

I V

O U

K

O T

A

D R

A F

T

T

U B

E

B

U L K

H E

P

L A

C E

M E

N T

A S

S E

M B

Y

I G

N M

E N

T

T

M

C G

I L V

R E

Y

P

E

P

H

A R

P O

L E

A

M

U E

H L E

C K

P

E

W F

Q

S T

E V

M

I L E

S

P

E

A N

S I

D

O A

S

X

X X

D

W G

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

H Y

D R

O E

L E

C T

R

S

I G

N

C

E N

T E

R

P O

R T

L A

N D

O

R E

G O

N

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

O M

A H

A

D

I S

T R

I C

T

O M

A H

A

N

E B

R A

S K

A

O A

NOTES:

1. SEE GENERAL STRUCTURAL NOTES ON SHEET S-001

2. CONTROL DIMENSIONS APPLY TO ALL BULKHEADS.

3. THIS SHEET SHOWS FULL ASSEMBLY VIEWS OF THE BULK-

HEADS IN THE SLOT. SUBSEQUENT SHEETS OMIT SLOT AND

MAY OMIT LIFTING LUG AND SEALS FROM APPROPRIATE

VIEWS FOR CLARITY.

4. SOME FEATURES AND COMPONENTS HAVE BEEN HIDDEN FOR CLARITY.

REFERENCES:

DRAWING NO NAME

MO57-82E101.2 DRAFT TUBE GATES

MO57-82E102.2 DRAFT TUBE GATES GUIDES

MO57-82E109 25 TON DRAFT TUBE GANTRY CRANE

MO57-82E110 DRAFT TUBE GANTRY CRANE LIFTING BEAM

1 1/2"

6"

SYMM ABOUT CL

CL OF

GUIDE RAIL

S

E A

L

D E

F L E

C T

I O

N

18'-4" CL TO CL OF END PL

17'-10 1/4" CL TO CL OF SEAL

19'-1" OUTSIDE TO OUTSIDE OF GUIDE SHOES (CONTROL DIMENSION)

19'-4" INSIDE SURFACE TO INSIDE SURFACE OF EXISTING SLOT

18'-3 1/2" OUTSIDE OF LIFTING LUG TO OUTSIDE OF LIFTING LUG

10" 11 1/4"

2"

SURFACE OF

BEARING BAR

SURFACE OF FLG PL

CL OF

LIFTING LUG,

DOG SEAT, &

COUPLING

BRACKET

DOG SEAT

GUIDE SHOE

SYMM

ABOUT CL

SURFACE OF EXISTING

BULKHEAD GATE SLOT

SURFACE OF EXISTING

SLOT SEAL BAR

17'-10 1/4"CL TO CL OF SIDE J-BULB SEALS

TOP 3/8" SEAL BAR

C

L

O

F

T

J

B

U

B

A

L

T

O

C

L

O

F

B

O T

T O

M

J B

U

A

L

O

U T

S I D

E

T

O

O

U T

S I D

E

O

F

S

K

T

S

K

T

W

B

O T

T O

M

O

F

E

1/2"CLEARANCE

CL OF GUIDE AND

GUIDE SHOE

LIFTING LUG

FACE OF

3/4" SKIN PL

1'-9 1/4"

DOG SEAT

DOG SEAT

DOG SEAT

GUIDE SHOE

GUIDE SHOE

GUIDE SHOE

INSIDE SURFACE

OF GUIDE SHOE

C

L E

A R

A N

C E

HOLE FOR

COUPLING PIN

D

S-002

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

PLAN VIEW - BULKHEAD IN SLOT

A

18'-4 1/2" OUTSIDE TO OUTSIDE END PL (CONTROL DIMENSION)

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

ELEVATION - DOWNSTREAM VIEW

B

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

END ELEVATION

C

SCALE: 3"= 1'-0"

DETAIL - SLOT END

D

S-002

G7

F L

O W

F L

O W

FLOW

S

P R

I N

G

C O

M P

R E

S S

I

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

SHEET ID

US Army Corps of Engineers

S-003

O A

M

M I S

S O

U R

I

R

I V

O U

K

O T

A

D R

A F

T

T

U B

E

B

U L K

H E

P

L A

C E

M E

N T

G E

O M

E T

R

M

E N

S I O

N I N

G

L

E R

A N

C I N

G

T

M

C G

I L V

R E

Y

P

E

P

H

A R

P O

L E

A

M

U E

H L E

C K

P

E

W F

Q

S T

E V

M

I L E

S

P

E

A N

S I

D

O A

S

X

X X

D

W G

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

H Y

D R

O E

L E

C T

R

S

I G

N

C

E N

T E

R

P O

R T

L A

N D

O

R E

G O

N

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

O M

A H

A

D

I S

T R

I C

T

O M

A H

A

N

E B

R A

S K

A

O A

NOTES:

1. SEE GENERAL STRUCTURAL NOTES ON SHEET S-001

2. TOLERANCES SHOWN APPLY TO ALL BULKHEADS

3. SOME FEATURES AND COMPONENTS HAVE BEEN HIDDEN FOR CLARITY.

4. COPLANAR TOLERANCE SHOWN INCLUDES 5 1/4" X 1" BOTTOM SEAL PL.

SEE DETAIL 3 ON S-503.

REFERENCES:

DRAWING NO NAME

MO57-82E101.2 DRAFT TUBE GATES

A

SURFACE OF

3/4" SKIN PL

18'-6 1/2" OUTSIDE TO OUTSIDE OF BEARING BAR

OUTSIDE SURFACE

OF END WEB PL

SURFACE OF

END FLG PL,

HORIZ FLG PL,

& TIE PL

D

OUTSIDE SURFACE

OF END WEB PL

B

B

O T

T O

M

O

F

E

G

T

S

E A

L

B

A R

TOP OF HORIZ

SEAL BAR

BOTTOM OF

END FLG PL,

END WEB PL

SYMM

ABOUT CL

SYMM

ABOUT CL

BEARING SURFACE

OF BEARING BAR

F

E

0.125 A B D

0.125 C

OUTSIDE EDGE

OF BEARING BAR

0.125 B

0.125 E

B

90°

0.125 A

90°

90°

90°

OUTSIDE EDGE

OF BEARING BAR

E

SURFACE OF

3/4"SKIN PL

F

END FLG

GUIDE SHOE

BEARING

SURFACE OF

BEARING BAR

D

0.03 D

E

BEARING BAR

BOTTOM OF

END FLG PL,

END WEB PL

UPPER

GUIDE SHOE

0.063 F

LOWER

GUIDE SHOE

7 3/16"

SYMM

ABOUT CL

C

F L

O W

FLOW

SCALE: 3"= 1'-0"

DETAIL - BEARING SURFACE

D

S-003

F2, F7

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

PLAN VIEW

A

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

ELEVATION - DOWNSTREAM VIEW

B

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

ELEVATION - END VIEW

C

END PL

SEAL BAR

D

S-003

D

S-003

1'-11 1/4"

0.03 B

0.03

0.03

2 SURFACES

SEE NOTE 4

U/S INSIDE SURFACE

OF GUIDE SHOE

2 PLCS

D/S INSIDE SURFACE

OF GUIDE SHOE

2 PLCS

D/S INSIDE EDGE OF

LOWER GUIDE SHOE

11 5/16"

(CONTROL

DIM)

D/S FACE OF

SKIN PL

SYMM

ABOUT CL

17'-10 1/2" CL TO CL LIFTING LUGS (CONTROL DIMENSION)

4'-7" 4'-7"

8'-11 1/4"

1'-6 5/16"

CL OF

STIFFENER

CL OF

DIAPHRAGM

1'-6 5/16"

STIFFENER PL 1/2"

TYP 4 PLCS

END PL 1/2"

TYP 2 PLCS

TOP FLG 8" x 3/4"

TOP WEB 5/8"

SEE NOTE 5

INT WEB 1/2"

TYP 3 PLCS

BOTTOM WEB 5/8"

SEE NOTE 5

CL COUPLING

PIN

SKIN PL 3/4"

STIFFENER PL 5/8"

TYP 3 PLCS

DIAPHRAGM PL 1/2"

12 PLCS

BOTTOM FLG 20 3/8" X 3/4"INT FLG 8" X 3/4"

TYP 3 PLCS

COUPLING PIN

BRACKET

STIFFENER

2'-3 5/16" 2'-3 5/16"

CL OF

DRAIN HOLES

CL OF

DRAIN HOLES

TYP ALL INT FLGS 4" DIA

DRAIN HOLE. BREAK

ALL EDGES TO R 1/8"

1/2" DOGGING

SUPPORT RIB

TYP 4 PLCS

OUTSIDE EDGE OF

LIFTING LUG

OUTSIDE EDGE OF

SKIN PL/END FLG PL

4 3/8" (CONTROL DIM)

CL OF

GUIDE SHOES

CL OF LIFTING

LUGS, DOG SEATS,

& COUPLING PIN HOLE

FACE OF

3/4" SKIN PL

5 1/16"10"

O

U T

S I D

E

T

O

O

U T

S I D

E

O

F

S

K

COUPLING PIN

ASSEMBLY

DOG

SEAT

SEE S-505

TOP SURFACE

OF WEB PL

GUIDE

SHOE

SEE S-505

BOTTOM SURFACE

OF END PL

CL OF

COUPLING

HOLE

TOP OF

SKIN PL,

TOP WEB PL

BOTTOM OF

END FLG,

END PL

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

SHEET ID

US Army Corps of Engineers

S-101

O A

M

M I S

S O

U R

I

R

I V

O U

K

O T

A

D R

A F

T

T

U B

E

B

U L K

H E

P

L A

C E

M E

N T

L E

A F

T

M

C G

I L V

R E

Y

P

E

P

H

A R

P O

L E

A

M

U E

H L E

C K

P

E

W F

Q

S T

E V

M

I L E

S

P

E

A N

S I

D

O A

S

X

X X

D

W G

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

H Y

D R

O E

L E

C T

R

S

I G

N

C

E N

T E

R

P O

R T

L A

N D

O

R E

G O

N

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

O M

A H

A

D

I S

T R

I C

T

O M

A H

A

N

E B

R A

S K

A

O A

NOTES:

1. SEE GENERAL STRUCTURAL NOTES ON SHEET S-001

2. TOLERANCES SHOWN APPLY TO ALL BULKHEADS.

3. SOME FEATURES AND COMPONENTS HAVE BEEN HIDDEN FOR CLARITY.

4. PAINT ALL STRUCTURAL STEEL SURFACES INCLUDING THOSE MACHINED PER

SECTION 09 97 02.13 26; REMOVE RUBBER SEALS BEFORE PAINTING.

5. TOP AND BOTTOM WEBS ARE PART OF THE BULKHEAD SEALING SURFACES AND

MUST BE COMPLETELY SEALED. INTERSECTING WELDS IN THE CORNERS OF THESE

WEBS ARE ACCEPTABLE.

REFERENCES:

DRAWING NO NAME

MO57-82E101.2 DRAFT TUBE GATES

17'-10 1/4" CL TO CL OF J-BULB SEALS

19'-1" OUTSIDE TO OUTSIDE OF GUIDE SHOES (CONTROL DIMENSIONS)

18'-4" CL TO CL OF END PLS, BEARING BARS

19'-0 1/4" OUTSIDE TO OUTSIDE OF SKIN PL

19'-0 1/2" OUTSIDE TO OUTSIDE OF DOG SEATS

SYMM

ABOUT CL

S-101

C

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

PLAN VIEW

A

F L

O W

FLOW

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

END ELEVATION

B

S-101

G3

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

ELEVATION/SECTION

C

(MIRRORED FOR CLARITY)

S-101

D

S-101

E4

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

SECTION

D

S-503

S-501

A

S-501

B

TYP

1/4

1/4

TYP

1/4

1/4

TYP

1/4

1/4

TYP

1/4

1/4

TYP

1/4

1/4

CJP, UT

S-101

1'-5 3/4"

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

SHEET ID

US Army Corps of Engineers

S-102

O A

M

M I S

S O

U R

I

R

I V

O U

K

O T

A

D R

A F

T

T

U B

E

B

U L K

H E

P

L A

C E

M E

N T

L E

A F

T

M

C G

I L V

R E

Y

P

E

P

H

A R

P O

L E

A

M

U E

H L E

C K

P

E

W F

Q

S T

E V

M

I L E

S

P

E

A N

S I

D

O A

S

X

X X

D

W G

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

H Y

D R

O E

L E

C T

R

S

I G

N

C

E N

T E

R

P O

R T

L A

N D

O

R E

G O

N

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

O M

A H

A

D

I S

T R

I C

T

O M

A H

A

N

E B

R A

S K

A

O A

NOTES:

1. SEE GENERAL STRUCTURAL NOTES ON SHEET S-001

2. TOLERANCES SHOWN APPLY TO ALL BULKHEADS.

3. SOME FEATURES AND COMPONENTS HAVE BEEN HIDDEN FOR CLARITY.

REFERENCES:

DRAWING NO NAME

MO57-82E101.2 DRAFT TUBE GATES

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

PLAN VIEW

A

FLOW

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

END ELEVATION

B

S-102

F2

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

ELEVATION/SECTION

C

(MIRRORED FOR CLARITY/MESH RETAINING BARS REMOVED FOR CLARITY)

S-102

B

S-504

S-102

C

F L

O W

S-102

D

S-504

E

S-504

F

S-504

S-504

S-504

S-102

D2

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

SECTION -

D

S-102

D2

S-506

A

S-506

B

S-506

S-504

C

6 3/8"

END FLG CUTOUT

FOR SIDE AND BOTTOM

SEAL ASSEMBLY

(BOTH ENDS)

7 5/8"

4 3/4"

6 3/8"

1/2" STIFFENER PL

R 2" TYP

TYP

1/4

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

SHEET ID

US Army Corps of Engineers

S-501

O A

M

M I S

S O

U R

I

R

I V

O U

K

O T

A

D R

A F

T

T

U B

E

B

U L K

H E

P

L A

C E

M E

N T

D E

T A

V

E

W S

T

M

C G

I L V

R E

Y

P

E

P

H

A R

P O

L E

A

M

U E

H L E

C K

P

E

W F

Q

S T

E V

M

I L E

S

P

E

A N

S I

D

O A

S

X

X X d w g

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

H Y

D R

O E

L E

C T

R

S

I G

N

C

E N

T E

R

P O

R T

L A

N D

O

R E

G O

N

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

O M

A H

A

D

I S

T R

I C

T

O M

A H

A

N

E B

R A

S K

A

O A

NOTES:

1. SEE GENERAL STRUCTURAL NOTES ON SHEET S-001

2. TOLERANCES SHOWN APPLY TO ALL BULKHEADS.

3. SOME FEATURES AND COMPONENTS HAVE BEEN HIDDEN FOR CLARITY.

REFERENCES:

DRAWING NO NAME

MO57-82E101.2 DRAFT TUBE GATES

U/S EDGE OF FLG PL,

END FLG PL, &

VERT TIE PL

LIFTING LUG FCM

SEE S-502

D/S EDGE OF

SKIN PL

8" X 3/4" TOP FLG PL

TOP SURFACE OF

1/2" WEB PL

3/8" SEAL

BAR

SPRING SHOE

END PL

SURFACE OF

3/4" SKIN PL

U/S EDGE OF

3/4" END FLG PL,

VERT TIE PL

FLG PL

CL OF LIFTING LUG,

DOG SEAT, &

COUPLING BRACKET

BEARING BAR

R 2" TYP

SPRING SHOE

WEB PL

CL OF END PL

4 1/8"

7 3/4" (CONTROL DIMENSION)

6 1/2" (CONTROL DIMENSION)

J-BULB SEAL

J-BULB SEAL

SCALE: 6"= 1'-0"

BULKHEAD DETAIL - LIFTING LUG

A

S-101

E9

SCALE: 6"= 1'-0"

BULKHEAD DETAIL - END PL

B

S-101

D3

S-503

S-503

C

O N

T R

O L

D

I M

E N

S I O

N

C

O N

T R

O L

D

I M

E N

S I O

N

CL OF GUIDE SHOE

CL OF LIFTING LUG,

10"

F L

O W

CJP, UT, TYP

TYP

1/4

1/4

TYP

5/16

7" 5 3/4"

1'-7 3/4"

3/4" SKIN PL

R 2" TYP

1/2" END PL

CJP, UT, TYP

CJP, UT

1/4

CJP, UT

1/4

TYP

5/16

5/16

2" 2" 1 1/2"1 1/2"

10"

4 3/4"

2" 2"

TOP FLG

TOP WEB PL

SEE NOTE 6

LIFTING LUG FCM

C

O N

T R

M

E N

S I O

N

3/8" SEAL PL

R

S

R

R

2 1/2" 2 1/2"

2"

5"

2 1/2" ASME B4.1 FN2 x 0'-7" PIN FCM

SEE NOTE 7

TOP WEB PL

5" X 1 1/2"

LIFTING LUG

FCM

TOP FLG

END FLG

END PL

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

SHEET ID

US Army Corps of Engineers

S-502

O A

M

M I S

S O

U R

I

R

I V

O U

K

O T

A

D R

A F

T

T

U B

E

B

U L K

H E

P

L A

C E

M E

N T

D E

T A

I F

T I N

G

L

U G

T

M

C G

I L V

R E

Y

P

E

P

H

A R

P O

L E

A

M

U E

H L E

C K

P

E

W F

Q

S T

E V

M

I L E

S

P

E

A N

S I

D

O A

S

X

X X

D

W G

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

H Y

D R

O E

L E

C T

R

S

I G

N

C

E N

T E

R

P O

R T

L A

N D

O

R E

G O

N

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

O M

A H

A

D

I S

T R

I C

T

O M

A H

A

N

E B

R A

S K

A

O A

NOTES:

1. SEE GENERAL STRUCTURAL NOTES ON SHEET S-001

2. TOLERANCES SHOWN APPLY TO ALL BULKHEADS.

3. SOME FEATURES AND COMPONENTS HAVE BEEN HIDDEN FOR CLARITY.

4. AT LOCATIONS WHERE LIFTING LUG SITS FLUSH AGAINST END WEB PL, GRIND NON-

ARROW SIDE OF WELD FLUSH TO RECEIVE LIFTING LUG.

5. THE TOP WEB PL IS PART OF THE SEALING PLANE AND MUST BE COMPLETELY

SEALED. INTERSECTING WELDS ARE ACCEPTABLE ON THE TOP WEB PL.

6. SLOT TOP WEB TO RECEIVE LIFTING LUGS AS SHOWN.

7. AFTER PRESS FIT INSTALLATION OF PIN TO RISER, THE GOVERNMENT RESERVES

THE RIGHT TO PERFORM QA INSPECTION UNLESS WAIVED IN WRITING; DO NOT

PROCEED WITH WELDING UNTIL AFTER GOVERNMENT INSPECTION. PIN TOLERANCE

IS 2.500" +0.0027/-0.0020". LUG HOLE TOLERANCE IS +0.0012/-0.0000".

8. PROVIDE 3/4" RADIUS AS SHOWN. TYPICAL BOTH LUGS. RADIUS TO THE ELEVATION

OF THE TOP WEB PLATE SURFACE.

REFERENCES:

DRAWING NO NAME

MO57-82E101.2 DRAFT TUBE GATES

S-502

B

SCALE: 6" = 1'-0"

TYP DETAIL -LIFTING LUG FCM

A

SCALE: 6" = 1'-0"

TYP SECTION -LIFTING LUG FCM

B

S-502

G3

CJP, UT, TYP

SEE NOTE 4

1/4

TYP BOTH LUGS

5/165/16

5/16

TYP

5/165/16

5/16

TYP

5/165/16

SEE NOTE 7

TYP

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

SHEET ID

US Army Corps of Engineers

S-503

O A

M

M I S

S O

U R

I

R

I V

O U

K

O T

A

D R

A F

T

T

U B

E

B

U L K

H E

P

L A

C E

M E

N T

B U

L K

H E

A

L S

T

M

C G

I L V

R E

Y

P

E

P

H

A R

P O

L E

A

M

U E

H L E

C K

P

E

W F

Q

S T

E V

M

I L E

S

P

E

A N

S I

D

O A

S

X

X X

D

W G

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

H Y

D R

O E

L E

C T

R

S

I G

N

C

E N

T E

R

P O

R T

L A

N D

O

R E

G O

N

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

O M

A H

A

D

I S

T R

I C

T

O M

A H

A

N

E B

R A

S K

A

O A

NOTES:

1. SEE GENERAL STRUCTURAL NOTES ON SHEET S-001.

2. TOLERANCES SHOWN APPLY TO ALL BULKHEADS.

3. SOME FEATURES AND COMPONENTS HAVE BEEN HIDDEN FOR CLARITY.

4. PAINT ALL STRUCTURAL STEEL SURFACES INCLUDING THOSE MACHINED PER

SECTION 09 97 02.13 26; REMOVE RUBBER SEALS BEFORE PAINTING.

5. SEAL BOLTS TO BE 5/8" DIAMETER FLAT COUNTERSUNK HEX SOCKET ASTM F593

ALLOY GROUP 2 UNS S31600. LIMIT THREAD LENGTH SO THREADS DO NOT ENTER

SEAL PLANE.

6. PROVIDE SEAL BOLT ASSEMBLIES WITH FLUOROPOLYMER COATING PER

SECTION 05 59 13.01 23.

7. PROVIDE TOP AND SIDE SEALS AND MOLDED CORNER SEALS WITH FLUORO-CARBON

FILM PER SECTION 05 56 09.00 26.

8. VULCANIZE JOINTS BETWEEN MOLDED CORNERS BOTH TOP AND BOTTOM MIDWAY

BETWEEN SEAL BOLTS AND THE FURTHEST AWAY FROM THE CORNER AS

PRACTICABLE.

9. MACHINE ALL SURFACES IN CONTACT WITH SEALS TO FINISH AS SHOWN.

REFERENCES:

DRAWING NO NAME

MO57-82E101.2 DRAFT TUBE GATES

3/8" SEAL BAR

8 " X 3/4" TOP FLG PL

SEAL BAR

3-1/2" X 3/8"

TOP J SEAL

1/2" TOP WEB PL

SEAL RETAINING BAR

3" X 1/2"

D

E F

L E

C T

I O

N

2" R WELD

ACCESS HOLE TYP

SURFACE OF

BOTTOM FLG

1 1/8"

2 7/8" 2 3/8"

BOTTOM SEAL PL

5 1/4" X 1"

BOTTOM J SEAL

1 3/4"

SEAL RETAINING BAR

3" X 1/2"

SEAL BACKING

BAR

BEARING BAR

SEAL RETAINING BAR

3" X 1/2"

SEAL BACKING BAR

SIDE J SEAL

SURFACE OF

BEARING BAR/

SLOT SEAL PL

END PL

CL END PL

END FLG

SCALE: 6"= 1'-0"

DETAIL - TOP J-BULB SEAL

S-501

D1

SCALE: 6"= 1'-0"

DETAIL - SIDE J-BULB SEAL

S-501

A8

SCALE: 6"= 1'-0"

DETAIL - BOTTOM J-BULB SEAL

S-101

B8

SURFACE OF

TOP WEB PL

SCALE: NTS

ISOMETRIC - BULKHEAD J-BULB SEAL

A

2 3/8"

SCALE: 3"= 1'-0"

BACKING BAR - SIDE SEAL

SCALE: 3"= 1'-0"

CLAMP BAR - SIDE SEAL

SCALE: 3"= 1'-0"

BACKING BAR - TOP SEAL

SCALE: 3"= 1'-0"

CLAMP BAR - TOP SEAL

SCALE: 3"= 1'-0"

CLAMP BAR - TYP

B

SCALE: 3"= 1'-0"

BACKING BAR - TYP

A

1 5/16"

M

A X

H O

A

C I N

G

M

A X

H O

A

C I N

G

A

S-503

1 3/4"

11/16" DIA TYP

3 1/2"

R 1/4" TYP

R 1/4" TYP

1 3/4"

3"

11/16" DIA TYP

(ONE REQUIRED AS SHOWN, ONE MIRRORED OPPOSITE HAND) (ONE REQUIRED AS SHOWN, ONE MIRRORED OPPOSITE HAND)

B

S-503

M

A X

H O

A

C I N

G

M

A X

H O

A

C I N

G

2 1/8"

4" MAX

HOLE SPACING

2 1/8"

4" MAX

HOLE SPACING

11/16" DIA TYP

11/16" DIA TYP

2 1/8"

2 1/8"

4" MAX

HOLE SPACING

4" MAX

HOLE SPACING

SCALE: 3"= 1'-0"

BACKING BAR - BOTTOM SEAL

4" MAX

HOLE SPACING

4" MAX

HOLE SPACING

11/16" DIA TYP

1 3/4"

T

Y P

3 1/2" TYP

1 3/4"

SCALE: 3"= 1'-0"

CLAMP BAR - BOTTOM SEAL

4" MAX

HOLE SPACING

4" MAX

HOLE SPACING

11/16" DIA TYP

1 1/4"

3" TYP

T

Y P

1 1/4"

17'-2"

17'-8"

17'-9"

17'-2"

SCALE: 3"= 1'-0"

MOLDED TOP CORNER SEAL

(ONE CORNER SHOWN, ONE MIRRORED OPPOSITE HAND)

SCALE: 3"= 1'-0"

MOLDED BOTTOM CORNER SEAL

(ONE CORNER SHOWN, ONE MIRRORED OPPOSITE HAND)

6 1/8"

7 7/8"

5"

1 3/4"

6"

BOTTOM FLG PL 3/4"

WRAP FILLET

5/16

1/4

1/4

5/16

1/4

1/4

TYP

1/4

1/4

SEE NOTE 8

4 1/8"

Ø1 3/4"

SCALE: 6"= 1'-0"

DETAIL - J-BULB SEAL

1'-0" MIN, SEE NOTE 8

M

I N

S

T

E

M

I N

S

T

E

1'-0" MIN, SEE NOTE 8

1 3/4"

5"

9" R TYP

TYP 5/8" DIAMETER SEAL BOLT

SEE NOTE 5

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

SHEET ID

US Army Corps of Engineers

S-504

O A

M

M I S

S O

U R

I

R

I V

O U

K

O T

A

D R

A F

T

T

U B

E

B

U L K

H E

P

L A

C E

M E

N T

D E

T A

I L

S

T

M

C G

I L V

R E

Y

P

E

P

H

A R

P O

L E

A

M

U E

H L E

C K

P

E

W F

Q

S T

E V

M

I L E

S

P

E

A N

S I

D

O A

S

X

X X

D

W G

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

H Y

D R

O E

L E

C T

R

S

I G

N

C

E N

T E

R

P O

R T

L A

N D

O

R E

G O

N

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

O M

A H

A

D

I S

T R

I C

T

O M

A H

A

N

E B

R A

S K

A

O A

SCALE: 3"= 1'-0"

DETAIL -

S-102

E3

SCALE: 3"= 1'-0"

DETAIL -

S-102

F8

SCALE: 3"= 1'-0"

SECTION -

C

S-102

D2

SCALE: 3"= 1'-0"

SECTION -

E

S-102

C4

SCALE: 3"= 1'-0"

SECTION -

F

S-102

E6

SCALE: 3"= 1'-0"

DETAIL

S-102

C8

SCALE: 3"= 1'-0"

DETAIL

S-102

E8

SCALE: 3"= 1'-0"

SECTION

G

S-504

C6

S-504

G

1 5/8"

TOP SEAL PL

6"

1 1/8"

SKIN PL 3/4"

END WEB PL 1/2"

7 7/8"

3 7/8"

END FLG PL

11 1/4" X 3/4"

BEARING BAR

SIDE SEAL

BACKING BAR

TOP SEAL

BACKING BAR

TOP FLG PL 3/4"

TOP FLG PL 3/4"

TOP SEAL

BACKING BAR

BEARING BAR

SIDE SEAL

BACKING BAR 3/8"

END FLG PL

11 1/4" X 3/4"

END FLG PL

11 1/4" X 3/4"

BEARING BAR

TOP WEB PL

TOP FLG PL 3/4"

END WEB PL 1/2"

SIDE SEAL

BACKING BAR 3/8"

TOP SEAL PL 3/8"

LIFTING LUG FCM

TOP WEB PL 5/8"

TOP SEAL PL 3/8"

TOP FLG PL 3/4"

COUPLING SUPPORTS

SEE S-506 FOR DETAILS

BOTTOM SEAL

BACKING BAR 3/8"

SIDE SEAL

BACKING BAR

BOTTOM SEAL PL

BOTTOM FLG PL 3/4"

1'-7 3/4"

SKIN PL 3/4"

R 2" DRAIN HOLE

SEE NOTE 8

BOTTOM

WEB PL 5/8"

SKIN PL 3/4"

STIFFENER PL

TOP WEB PL 5/8"

TOP SEAL PL 3/8"

2 3/4"

TOP SEAL

BACKING BAR

3" X 3/8"

R 2" TYP

TOP FLG PL

8" X 3/4"

1'-7 3/4"

BOTTOM FLG PL 3/4"

BOTTOM SEAL

BACKING BAR 3/8"

BEARING BAR

R 1" TYP

BOTTOM SEAL PL

NOTES:

1. SEE GENERAL STRUCTURAL NOTES ON SHEET S-001.

2. TOLERANCES SHOWN APPLY TO ALL BULKHEADS.

3. SOME FEATURES AND COMPONENTS HAVE BEEN HIDDEN FOR CLARITY.

4. PAINT ALL STRUCTURAL STEEL SURFACES INCLUDING THOSE MACHINED PER

SECTION 09 97 02.13 26; REMOVE RUBBER SEALS BEFORE PAINTING.

5. TYPICAL WELD DETAIL FOR BOTH TOP AND BOTTOM WEB CONNECTIONS TO SIDE

SEAL BACKING BAR.

6. AT LOCATIONS OF DRAIN HOLES IN THE BOTTOM FLANGE TO BOTTOM WEB

CONNECTION, GRIND FLUSH TO TOP SURFACE OF BOTTOM WEB.

7. TOP AND BOTTOM WEBS ARE PART OF THE BULKHEAD SEALING SURFACES AND

MUST BE COMPLETELY SEALED. INTERSECTING WELDS IN THE CORNERS OF THESE

WEBS ARE ACCEPTABLE.

8. BREAK ALL EDGES OF DRAIN HOLES TO 1/8" R.

REFERENCES:

DRAWING NO NAME

MO57-82E101.2 DRAFT TUBE GATES

5/16

5/16

CJP SEE

NOTES 6, 7

S-504

D

SCALE: 3"= 1'-0"

SECTION -

D

S-504

E2

1/4

1/4

5/16

5/16

TYP

1/4

1/4

CJP, UT, TYP

3/8

TYP

3/8

3/8

1/4

1/4

TYP

TOP SEAL PL 3/8"

SIDE SEAL

BACKING

BAR 3/8"

SEE

NOTE 5

1/4

TYP

SEE

NOTE 7

BOT

STIFFENER

PL 5/8"

3/8"

R 2" TYP

END FLG PL 3/4"

6 3/8"

(END FLG CUTOUT

FOR SIDE AND BOT

SEAL ASSY)

2"

3 1/2"

R1'-10"

3" X 1" BAR

6" X 1 1/4" BAR

SYMM

ABOUT CL

4"

4" X 1 1/2"

BAR

SYMM

ABOUT CL

4" X 1 1/4"

BAR

1 1/2"

(4")

1 7/8"

3 3/4"

3 3/4"

6"

1 1/8"1 1/8"

5 1/2"

3" X 1" BAR

8" X 1 1/4" BAR

2"

R7 1/2"

R1' -10"

2"

1 1/4"

3"

1"

1 1/4"

5/8"

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

SHEET ID

F I

US Army Corps of Engineers

S-505

O A

M

M I S

S O

U R

I

R

I V

O U

K

O T

A

D R

A F

T

T

U B

E

B

U L K

H E

P

L A

C E

M E

N T

D E

T A

V

E

W S

T

M

C G

I L V

R E

Y

P

E

P

H

A R

P O

L E

A

M

U E

H L E

C K

P

E

W F

Q

S T

E V

M

I L E

S

P

E

W X

Q G

A N

S I

D

O A

S

X

X X

D

W G

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

H Y

D R

O E

L E

C T

R

S

I G

N

C

E N

T E

R

P O

R T

L A

N D

O

R E

G O

N

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

O M

A H

A

D

I S

T R

I C

T

O M

A H

A

N

E B

R A

S K

A

NOTES:

1. SEE GENERAL STRUCTURAL NOTES ON SHEET S-001

2. TOLERANCES SHOWN APPLY TO ALL BULKHEADS.

3. SPRINGS TO BE ALLOY 5160H MEETING THE REQUIREMENTS OF ASTM A322 AND A689.

SPRINGS TO HAVE A MINIMUM HARDNESS OF 55 HRC CONFORMING TO ASTM A304.

4. PROVIDE 3/4" FLAT COUNTERSUNK HEX SOCKET BOLTS CONFORMING TO ASTM F593

ALLOY GROUP 2 UNS S31600. COAT BOLT ASSEMBLY WITH FLUOROPOLYMER

COATING PER SECTION 05 59 13.01 26.

5. PROVIDE SPRING RETAINER BOLTS WITH ISOLATION SLEEVE FOR 3/4" FLATHEAD

SCREW TO ACT AS SEALING BARRIER. SLEEVE TO HAVE WALL THICKNESS OF

.28" +/- .002". SIZE BOLT HOLE TO ACCOMMODATE SLEEVE.

6. GRIND NON-ARROW SIDE FLUSH TO MAINTAIN A 90 DEGREE ANGLE. DO NOT PROVIDE

REINFORCING FILLET TO NON ARROW SIDE. WRAP GUIDES WITH FILLET AS SHOWN.

TYPICAL WELD DETAIL FOR ALL GUIDE SHOES.

REFERENCES:

DRAWING NO NAME

MO57-82E101.2 DRAFT TUBE GATES

SCALE: 6" = 1'-0"

UPPER GUIDE SHOE

A

S-505

SCALE: 6" = 1'-0"

SECTION - GUIDE SHOE

S-505

SCALE: 6" = 1'-0"

DOG SEAT FCM

C

SCALE: 6" = 1'-0"

SECTION - DOG SEAT FCM

S-505

SCALE: 3" = 1'-0"

LEAF SPRING

D

SCALE: 3" = 1'-0"

SECTION - LEAF SPRING

SEE NOTE 6

5/16

5/16

3/8

3/8

SCALE: 6" = 1'-0"

LOWER GUIDE SHOE

B

S-505

SCALE: 6" = 1'-0"

SECTION - BOTTOM GUIDE SHOE

(LEFT SIDE SHOWN, RIGHT SIDE MIRRORED)

SYMM

ABOUT CL

SPRING

RETAINER BAR

3 3/4" X 1/2" SPRING

SYMM

ABOUT CL

R 2"-0"

3 3/4" X 1/2" SPRING

SCALE: 6" = 1'-0"

DETAIL - LEAF SPRING

COUNTERSUNK HOLES

IN RETAINING BAR

SEE NOTES 4 & 5

S-505

5/16

TYP

UPSTREAM EDGE

DOWNSTREAM EDGE

5/16

SEE NOTE 6

5/16

5/16

S-505

SCALE: 3" = 1'-0"

BOTTOM VIEW - LEAF SPRING

1/2" DIA WEEP HOLE

THROUGH AS SHOWN.

CENTERED ON RETAINER CL.

BOTTOM RETAINER ONLY.

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

SHEET ID

US Army Corps of Engineers

S-506

O A

M

M I S

S O

U R

I

R

I V

O U

K

O T

A

D R

A F

T

T

U B

E

B

U L K

H E

P

L A

C E

M E

N T

D E

T A

I L

S P

A R

T S

T

M

C G

I L V

R E

Y

P

E

P

H

A R

P O

L E

A

M

U E

H L E

C K

P

E

W F

Q

S T

E V

M

I L E

S

P

E

A N

S I

D

O A

S

X

X X

D

W G

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

H Y

D R

O E

L E

C T

R

S

I G

N

C

E N

T E

R

P O

R T

L A

N D

O

R E

G O

N

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

O M

A H

A

D

I S

T R

I C

T

O M

A H

A

N

E B

R A

S K

A

O A

SCALE: 3"= 1'-0"

SECTION -

A

S-102

C7

SCALE: 3"= 1'-0"

SECTION -

B

S-102

B7

SCALE: 3"= 1'-0"

DETAIL -

S-102

B7

SCALE: 6"= 1'-0"

COUPLING PIN

S-506

C

SCALE: 6"= 1'-0"

TOP VIEW - COUPLING PIN

C

8"1"

1 1/2"

Ø

3 1/2"

1/2"

R 1 1/4"

R 3/4"

B

E V

E L

S

I D

E S

1/8" X 45°

3/4" DIA ROD HANDLE

1/4

S-506

F1

R 1/4"

ALL CORNERS

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

HEX CAP SCREW

1/4"

5/8" 3/4"

7/8"

SCALE: 6"= 1'-0"

COUPLING PIN LATCH

5/8"-11 THREAD

DIA 5/8"

D

SCALE: 6"= 1'-0"

COUPLING PIN SPACER

5/8"-11 THRU

4 1/2"

2 1/4"

1/2"

1/2"

2 1/2" 15/16"

R 2" WELD

ACCESS

HOLE

COUPLING BRACKET

STIFFENER 1"

COUPLING BRACKET

PL 1 1/4" FCM

LOWER COUPLING

BRACKET GUIDE

LOWER COUPLING

BRACKET GUIDE

1 1/2"

3 5/8"

R 1/4" TYP

COUPLING BRACKET

STIFFENER 1"

1/2" COUPLING

PIN PLATE FCM

6 3/8"

COUPLING BRACKET

PL 1 1/4" FCM

1/2" COUPLING

PIN PLATE

5/16

5/16

1/4

7 1/4"1"4 5/8"

5 7/8"

5 1/8"

T

Y P

TYP

1/4

TYP

1/4

TYP

R10"

ALL

FACES

1" PL FCM

1" PL FCM

5/16

TYP

R 1/4"

5/16

TYP

T

Y P

8 3/4"

BOTTOM

WEB PL 5/8"

5/16

5/16

TYP

CL COUPLING PIN

OPENING

NOTES:

1. SEE GENERAL STRUCTURAL NOTES ON SHEET S-001

2. TOLERANCES SHOWN APPLY TO ALL BULKHEADS.

3. HEX CAP SCREW TO BE ASTM F593 ALLOY GROUP 2 UNS 31600. COAT THREADS WITH

ANEAROBIC THREADLOCKER PER SECTION 05 59 13.01 26. COAT HEAD AND BODY

WITH FLUOROPOLYMER COATING PER SECTION 05 59 13.01 26.

4. DRILL 1/4" INTO 1/2" FACE PLATE AS SHOWN. DO NOT DRILL THROUGH THE FACE

PLATE OR DRILL INTO THE END WEB PLATE.

REFERENCES:

DRAWING NO NAME

MO57-82E101.2 DRAFT TUBE GATES

LATCH ASSEMBLY

SEE DETAIL 6

SCALE: 6"= 1'-0"

COUPLING PIN LATCH ASSEMBLY

1 1/2"

1 1/8"

1/2" COUPLING

PIN PLATE FCM

COUPLING

PIN LATCH

HEX HEAD

SHOULDER BOLT

COUPLING PIN

SPACER

CL OF PIN LATCH

ASSEMBLY

CL OF COUPLING

PIN OPENING

TYP

6"

SKIN PL 3/4"

C

O N

T R

O L

D

I M

C

O N

T R

O L

D

I M

MATCH DRILL ASSEMBLY

SEE NOTE 4

END WEB 1/2"

3/16

TYP

ALL

SIDES

R1" of Engineers

M-001

O A

M

M I S

S O

U R

I

R

I V

O U

K

O T

A

D R

A F

T

T

U B

E

B

U L K

H E

P

L A

C E

M E

N T

L I F

T I N

G

B

E A

M

A

S S

E M

B L

Y

I G

N M

E N

T

P

T

R A

N

P

H

A R

P O

L E

J

F

O L G

A T

E

W F

Q

S T

E V

M

I L E

S

P

E

A N

S I

D

O A

M

X

X X

D

W G

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

H Y

D R

O E

L E

C T

R

S

I G

N

C

E N

T E

R

P O

R T

L A

N D

O

R E

G O

N

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

O M

A H

A

D

I S

T R

I C

T

O M

A H

A

N

E B

R A

S K

A

O A

GENERAL NOTES:

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

SHEET ID

REFERENCES:

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

FRONT VIEW - LIFTING BEAM ASSY

B

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

PLAN VIEW - LIFTING BEAM IN SLOT

A

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

END ELEV. - LIFTING BEAM ASSY

C

DRAWING NO NAME

644-50 25 TON DRAFT TUBE GANTRY CRANE LIFTING BEAM

1. FABRICATE LIFTING BEAM STRUCTURE AND MECHANICAL COMPONENTS PER

THE REQUIREMENTS IN SECTION 05 05 23.17 26.

2. SOME FEATURES AND COMPONENTS MAY BE HIDDEN FOR CLARITY.

3. UNLESS OTHERWISE INDICATED OR STATED IN THE SPECIFICATIONS, ALL

LIFTING BEAM COMPONENTS ARE TO BE FABRICATED FROM ASTM A709

SUFFIX T2 GRADE 50.

4. GENERAL NOTES ON THIS DRAWING APPLY TO ALL MECHANICAL DRAWINGS

UNLESS OTHERWISE STATED.

D

M-002

SCALE: 3"= 1'-0"

DETAIL - SLOT END

D

M-002

G8

2'-11 3/4" CL TO CL OF LIFTING HOOK

1/2" CLEARANCE

C

L E

A R

A N

Y P

3'-2 11/16" INSIDE SURFACE TO INSIDE SURFACE OF EXISTING SLOT

3 7/8"

1 1/2"

3'-2 3/16" OUTSIDE TO OUTSIDE GUIDE SHOES

3'-1 1/2" OUTSIDE TO OUTSIDE OF END PL

CL OF GUIDE

AND GUIDE SHOE

INSIDE SURFACE

OF GUIDE SHOE

7/8" CL OF LIFTING BEAM

TO CL OF GUIDES

SCALE: NTS

ISOMETRIC - LIFTING BEAM ASSY IN SLOT

E

F L

O W

FLOW

18'-9" FACE OF END PL TO FACE OF END PL (CRITICAL DIM)

CL OF

LIFTING BEAM

CL OF

GUIDE SHOE

17'-10 1/2" CL OF HOOK TO CL OF HOOK (CRITICAL DIM)

5 1/4"

5 1/4" (CRITICAL DIM)

2" 2"

CL OF

HOOK A

CL OF

HOOK B

CL OF

SHEAVE

CL OF

SHEAVE

SHEAVE

GUARD

REAR

I-BEAM

CONNECTING ARM

CONNECTING ARM

SHEAVE SHEAVE

GUIDE

SHOE

END PL

GUIDE

SHOE

END PL

REAR

I-BEAM

FRONT

I-BEAM

6'-6 1/4"

CL OF

LIFTING BEAM

6'-6 1/4"

CL OF

SHEAVE

CL OF

SHEAVE

8'-11 1/4"

5 1/16" (CRITICAL DIM)

2"

CL OF

LIFTING BEAM

13'-0 1/2" CL OF SHEAVE TO CL OF SHEAVE (CRITICAL DIM)

C

R I T

I C

A L

D I M

C

R I T

I C

A L

D I M

C

R I T

I C

A L

D I M

LEG

SPRING

2'-10 1/4" (CRITICAL DIM)

CL OF HOOK SADDLE

US Army Corps of Engineers

M-101

O A

M

M I S

S O

U R

I

R

I V

O U

K

O T

A

D R

A F

T

T

U B

E

B

U L K

H E

P

L A

C E

M E

N T

L I F

T I N

G

B

E A

M

A

S S

E M

B L

Y

P

T

R A

N

P

H

A R

P O

L E

J

F

O L G

A T

E

W F

Q

S T

E V

M

I L E

S

P

E

A N

S I

D

O A

M

X

X X

D

W G

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

H Y

D R

O E

L E

C T

R

S

I G

N

C

E N

T E

R

P O

R T

L A

N D

O

R E

G O

N

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

O M

A H

A

D

I S

T R

I C

T

O M

A H

A

N

E B

R A

S K

A

O A

NOTES:

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

SHEET ID

REFERENCES:

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

FRONT VIEW - NEW LIFTING BEAM

B

( FRONT I-BEAM HIDDEN FOR CLARITY)

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

PLAN VIEW - NEW LIFTING BEAM

A

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

END ELEV. - NEW LIFTING BEAM

C

DRAWING NO NAME

644-51 25-TON DRAFT TUBE GANTRY CRANE LIFTING BEAM

644-53 25-TON DRAFT TUBE GANTRY CRANE LIFTING BEAM

1. SEE GENERAL NOTES ON DRAWING M-001.

2. PROVIDE CORRECTLY SIZED FASTENERS FOR SECURING PIN KEEPER

PLATES. REFERENCE SPECIFICATION SECTION 41 22 13.75 26 FOR FASTENER

REQUIREMENTS

3. PROVIDE THRUST WASHERS (TWO PER LIFTING BEAM HOOK). MADE WITH THE

SAME MATERIAL AS THE HOOK BUSHINGS WITH THE FOLLOWING NOMINAL

DIMENSIONS: OD: 5-5/8", ID: 3", 1/4" THICK.

4. PROVIDE THRUST WASHERS (SIX TOTAL FOR THE LIFTING BEAM) MADE OF

THE SAME MATERIALS AS THE BUSHINGS.

M-101

M-101

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

DETAIL - HOOK TYP

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

SECTION - SHEAVE TYP

M-101

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

SECTION - HOOK TYP

LIFTING BEAM

CONTROL DIMENSIONS CHART

13' - 0 1/2"

SEE SECTION 05 05 23.17 26 CONTROL

DIMENSIONS FOR INSTRUCTIONS TO CONTRACTOR.

CL OF SHEAVE TO

CL OF SHEAVE

0' -5 1/16"

17' -10 1/2"

0' -7 3/4"

8"

18' -9"

CL OF LIFTING BEAM TO

CL OF GUIDES

CL OF HOOK TO

CL OF HOOK

BOTTOM OF LIFTING BEAM

TO BOTTOM OF LEG

FACE OF END PL TO

FACE OF END PL

CL SHEAVE PIN TO

TOP OF LIFTING BEAM

HOOK PIN BUSHING

I-BEAM

HOOK PIN

HOOK PIN

KEEPER PLATE

HOOK

SHEAVE

PLATE

SHEAVE

LOWER

SHEAVE

PLATE

LOWER

SHEAVE

PLATE

SHEAVE PIN

BUSHING

SHEAVE

CONNECTING

ARM

SHEAVE PLATE

SHEAVE PIN

KEEPER PLATE

SHEAVE PIN

I-BEAM

HOOK

CLEVIS R1

HOOK PIN

BUSHING

HOOK PIN

I-BEAM

M-101

E3

M-101

F4

M-101

E3

CL OF SHEAVE,

HOOK

SEE

NOTE 3

( HOOK PIN KEEPER PLATE HIDDEN FOR CLARITY)

SEE NOTE 4

8"

CL OF HOOK PIN TO

TOP OF LIFTING BEAM

5 1/4"

FACE OF END PLATE TO

CL OF HOOK PIN

2'-10 1/4"

FACE OF END PL TO

CL OF SHEAVE

( SOME ITEMS HIDDEN FOR CLARITY)

of Engineers

M-102

O A

M

M I S

S O

U R

I

R

I V

O U

K

O T

A

D R

A F

T

T

U B

E

B

U L K

H E

P

L A

C E

M E

N T

L I F

T I N

G

B

E A

M

P

T

R A

N

P

H

A R

P O

L E

J

F

O L G

A T

E

W F

Q

S T

E V

M

I L E

S

P

E

A N

S I

D

O A

M

X

X X

D

W G

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

H Y

D R

O E

L E

C T

R

S

I G

N

C

E N

T E

R

P O

R T

L A

N D

O

R E

G O

N

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

O M

A H

A

D

I S

T R

I C

T

O M

A H

A

N

E B

R A

S K

A

O A

NOTES:

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

SHEET ID

REFERENCES:

SCALE: 1" = 1'-0"

FRONT VIEW - NEW LIFTING BEAM

A

SCALE: 3" = 1'-0"

SECTION -

DRAWING NO NAME

644-52 25-TON DRAFT TUBE GANTRY CRANE LIFTING BEAM

1. SEE GENERAL NOTES ON DRAWING M-101.

2. PROVIDE THRUST WASHERS (TWO PER LIFTING BEAM HOOK), MADE OF UHMW,

WITH THE FOLLOWING NOMINAL DIMENSIONS: OD: 5-5/8". ID: 3".

3. PROVIDE THRUST WASHERS (TWO TOTAL WITH TWO SPARES), MADE OF UHMW

SIZED SUCH THAT IT CENTERS THE MECHANISM STOPPING BAR TO ENGAGE THE

MECHANISM ROCKER CORRECTLY.

4. 100% PT TESTING REQUIRED. REFERENCE SECTION 05 05 23.17 26 FOR ADDITIONAL

UT INSPECTION REQUIREMENTS.

5. LOCATE EYE LOOP DIRECTLY BELOW THE LOCATION OF THE SPRING WHEN THE

HOOKS ARE IN THE ENGAGED POSITION. REFERENCE SECTION 41 22 13.75 26

FOR ADDITIONAL REQUIREMENT DETAILS.

6. LOCATE STOPPING MECHANISM BAR SUCH THAT THE STOPPING MECHANISM

HANDLE DOES NOT MAKE CONTACT WITH PLATE STIFFENER A.

SCALE: 3" = 1'-0"

SECTION -

SCALE: 3" = 1'-0"

SECTION -

SCALE: 3" = 1'-0"

SECTION -

SCALE: 3" = 1'-0"

SECTION -

SCALE: NTS

SECTION -

SCALE: 1" = 1'-0"

ELEVATION -

B

TYP

1/4

SEE NOTE 2

SCALE: 3" = 1'-0"

SECTION -

1/2" END PL

I-BEAM

CONNECTING

ARM

PLATE STIFFENER A

SEE M-501 FOR

DETAILS

3/4" PLATE STIFFENER B

TYP SEE M-501 FOR

DETAILS

MECHANISM

HINGE PIN

MECHANISM

ROCKER PIN

MECHANISM

ROCKER

CONNECTING

ARM

PLATE

STIFFENER B

MECHANISM

STOPPING BAR

CLEVIS R2

MECHANISM ROCKER PIN

KEEPER PLATE

MECHANISM

HINGE

MECHANISM

HINGE PIN

KEEPER PLATE

I-BEAM

GUIDES

1/2" END PL

M-102

B2

M-102

B5

M-102

B3

M-102

B6

M-102

B7

M-102

B8

M-102

B8

M-102

B9

SEE

NOTE 3

1/4

TYP

1/4

1/4

5/16

TYP

TYP

5/16

5/16

1/2" END PL

GUIDES

HOOK

SEE NOTE 2

I-BEAM

HOOK PIN

HOOK PIN KEEPER PLATE

CLEVIS R1

I-BEAM

CONNECTING

ARM

3/4" PLATE

STIFFENER B

TYP SEE M-501

FOR DETAILS

TYP LEG S6X12.5 I-BEAM

SEE M-501 FOR DETAILS

TYP

SHEAVE

SHEAVE PIN

KEEPER PLATE

SHEAVE

PIN

LOWER

SHEAVE

PLATE

I-BEAM

SHEAVE

PLATE

CONNECTING

ARM

5/16

5/16

TYP

5/16

CJP TYP

SEE NOTE 4

SHEAVE

SHEAVE

BUSHING

SHEAVE

PIN

LOWER

SHEAVE

PLATE

I-BEAM

SHEAVE

PLATE

3/4" PLATE

STIFFENER B

TYP SEE M-501

FOR DETAILS

CONNECTING

ARM

HOOK PIN

CLEVIS R2

I-BEAM

HOOK

M-102

M-102

TYP

5/16

M-102

M-102

M-102

TYP

1/4

M-102

M-102

M-102

B

(MECHANISM SHOWN IN RELEASED POSITION)

R 1" TYP

SEE NOTE 5

HOOK PIN

KEEPER

PLATE

SEE NOTE 6

of Engineers

M-501

O A

M

M I S

S O

U R

I

R

I V

O U

K

O T

A

D R

A F

T

T

U B

E

B

U L K

H E

P

L A

C E

M E

N T

L I F

T I N

G

B

E A

M

D

E T

A I L

S P

A R

T S

S T

R U

C T

U R

E

P

T

R A

N

P

H

A R

P O

L E

J

F

O L G

A T

E

W F

Q

S T

E V

M

I L E

S

P

E

A N

S I

D

O A

M

X

X X

D

W G

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

H Y

D R

O E

L E

C T

R

S

I G

N

C

E N

T E

R

P O

R T

L A

N D

O

R E

G O

N

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

O M

A H

A

D

I S

T R

I C

T

O M

A H

A

N

E B

R A

S K

A

O A

NOTES:

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

SHEET ID

REFERENCES:

DRAWING NO NAME

644-53 25-TON DRAFT TUBE GANTRY CRANE LIFTING BEAM

1. SEE GENERAL NOTES ON DRAWING M-101.

2. DIMENSIONS ARE APPROXIMATE. STANDARD S6X12.5 I-BEAM SECTION MAY

BE ACCEPTABLE SO LONG AS MATERIAL REQUIREMENTS ARE MET AS

DETAILED IN SECTION 41 22 13.75 26 PARA. LIFTING BEAM COMPONENTS

3. ON BOTH ENDS OF EACH I-BEAM, PROVIDE RADIUS CUTOUTS BETWEEN THE

WEB AND FLANGE SECTION AS SHOWN. MAXIMUM RADIUS OF 3/4 INCH.

4. LOCATE 1/2" DRAINAGE HOLES AT THE LOWEST SECTION OF THE SHEAVE

PLATE.

SCALE: 1" = 1'-0"

ELEVATION - I - BEAM A TYP

A

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

LOWER SHEAVE PLATE

D

(I-BEAM B MIRRORED)

M-501

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

SHEAVE PLATE

C

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

PLATE STIFFENER B

E

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

PLATE STIFFENER A

F

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

GUIDE PLATE

G

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

GUIDE

H

18'-7 1/2"

3 1/2"

1/2"

17'-10 1/2"

CL OF I-BEAM

M-501

CL OF I-BEAM

1 3/4"

1.500 H8 ( )

THRU HOLE

8'-11 1/4"

9"

SCALE: 1" = 1'-0"

END VIEW

B

Ø

H

H

U

L E

Ø

H

H

U

L E

SCALE: 1" = 1'-0"

SECTION

SCALE: 1" = 1'-0"

SECTION

1" 2 1/4"

CL OF I-BEAM

CL OF I-BEAM

11"

Ø 2.75 HB ( )

4"

8"

R 1/2" TYP

R 1/4" TYP

1'-1"

R 1/4" TYP

9 1/16"

1/4"

R 1" TYP

1'-8"

9 1/4" 1 1/2"

3/4"

3 3/4"

2"

R

R

3 11/16"

1 5/8"

1"

SCALE: 3" = 1'-0"

LEG

J

7"

1/4"

3 5/16"

2"

1"

1 1/2"

3"4"

3/4"

3 1/2" 4"

11"

1/2"

R 1/2" TYP

1/4

SEE NOTE 2

R 3/4" TYP

R 1" TYP

SEE NOTE 3

SEE NOTE 4

OD Ø2 1/2"

1.502

1.500

2.752

2.750

0 3

TYP

1/4

Ø 7.25 OD

hook pin

US Army Corps of Engineers

M-502

O A

M

M I S

S O

U R

I

R

I V

O U

K

O T

A

D R

A F

T

T

U B

E

B

U L K

H E

P

L A

C E

M E

N T

L I F

T I N

G

B

E A

M

D

E T

A I L

S P

A R

T S

H O

O K

S

H E

A V

E

P

T

R A

N

P

H

A R

P O

L E

J

F

O L G

A T

E

W F

Q

S T

E V

M

I L E

S

P

E

A N

S I

D

O A

M

X

X X

D

W G

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

H Y

D R

O E

L E

C T

R

S

I G

N

C

E N

T E

R

P O

R T

L A

N D

O

R E

G O

N

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

O M

A H

A

D

I S

T R

I C

T

O M

A H

A

N

E B

R A

S K

A

O A

NOTES:

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

SHEET ID

REFERENCES:

DRAWING NO NAME

644-54 25-TON DRAFT TUBE GANTRY CRANE LIFTING BEAM

1. SEE GENERAL NOTES ON DRAWING M-101.

2. THE CONTRACTOR IS TO FIELD VERIFY EXISTING SHEAVE DIMENSION.

MAINTAIN THE EXISTING NOMINAL WIRE ROPE GROOVE DIAMETER, GROOVE

DEPTH, AND SPACING BETWEEN SHEAVES FOR EACH SHEAVE PAIR.

REFERENCE CONTRACT SPECIFICATION SECTION 41 22 13.75 26 FOR

ADDITIONAL DETAILS.

3. LOCATE AND DRILL HOLES INTO THE ASSOCIATED SHEAVE PLATE AND MAIN

I-BEAM WEB SUCH THAT THE FIT OF THE PIN KEY IS IN ACCORDANCE WITH

SECTION 41 22 13.75 26.

4. FABRICATE THE LIFTING BEAM HOOKS OF ASTM A668 CLASS L GRADE X5 WITH

SUPPLEMENTARY REQUIREMENT S4 MEETING TOUGHNESS REQUIREMENT OF

ASTM A709 GRADE 50 SUFFIX F2. REFERENCE SPECIFICATION SECTION

05 05 23.17 26 FOR ADDITIONAL FABRICATION DETAILS.

5. FABRICATE THE SHEAVE PIN AND HOOK PIN FROM ASTM A564 TYPE 630

CONDITION H1025 (UNS S17400 H1025) STEEL. REFERENCE SECTION 41 22

13.75 26 FOR DETAILS.

6. FABRICATE SHEAVES FROM ROLLED MANGANESE STEEL. CAST STEEL

SHEAVES WILL NOT BE ACCEPTED. REFERENCE SECTION 41 22 13.75 26 FOR

ADDITIONAL DETAILS.

7. PROVIDE THE SHEAVE BUSHING AND HOOK BUSHING MADE OF A FIBER

REINFORCED SELF-LUBRICATED COMPOSITE MATERIAL. REFERENCE

SECTION 41 22 13.75 26 FOR ADDITIONAL MATERIAL DETAILS. AN GLACIER

GARLOCK BEARINGS (GGB) HPM IS AN EXAMPLE COMMERCIALLY AVAILABLE

MATERIAL THAT MEETS THE CONTRACT REQUIREMENTS. SURFACE FINISH OF

BUSHING TO BE TO MANUFACTURER RECOMMENDATIONS.

SCALE: 6" = 1'-0"

HOOK PIN

E

SCALE: 6" = 1'-0"

HOOK BUSHING

D

SCALE: 6" = 1'-0"

SHEAVE PIN KEEPER PLATE

G

SCALE: 6" = 1'-0"

LIFTING HOOK TYP

A

SCALE: 6" = 1'-0"

HOOK PIN KEEPER PLATE

C

SCALE: 6" = 1'-0"

SHEAVE - TYP

B

SCALE: 6" = 1'-0"

SHEAVE BUSHING

F

SCALE: 6" = 1'-0"

SHEAVE PIN

E

SEE NOTE 2

A P

P R

O X

4 1/2"

Ø

H

DIA 6"

Ø .750" H13 ( )

R 1/4" TYP

R 3 1/2"

R 3/8"

CL OF HOOK

R 1 3/4"

R 3/8"

Ø

H

SCALE: 6" = 1'-0"

SECTION - LIFTING HOOK

M-502

M-502

E3

5 1/4"

5/8" 4"

DIA 9/16"

2 PLCS

3/8"

3/8"

1/4" X 45°

BOTH ENDS

6 1/2"

DIA 9/16"

2 PLCS

5 1/4"

5/8" 4"

3/4"

Ø 3.500" s6 ( )

4 1/2"

1/8" X 45°

BOTH ENDS

3"

R

1 3/4"2 1/8"

1"1 1/2"

6 1/2"

3 1/2"

1 1/2"

3/8"

3/4"

A

P P

R O

X I M

A T

E

D

I M

E N

S I O

N

0.763

0.750

1/2"

1'-0 5/8"

Ø f

Ø 2.750" H8 ( )

3.504

3.503

2.752

2.750

Ø 3.750" s6 ( )

Ø 3.000" H8 ( )

3.754

3.753

3.002

3.000

Ø f

5/8" WIRE ROPE

SEE NOTE 3

SEE NOTE 3

1 5/8"

(HOOK SADDLE

SURFACE ONLY)

BEARING SURFACE

ONLY

SEE NOTE 4

BEARING SURFACE

ONLY

START OF

TAPER

1/4" 1/4"

BUSHING SURFACE

ONLY

ENTIRE SHEAVE

ROPE GROOVE

SURFACE ONLY

ENTIRE HOOK

125 HOOK BUSHING

SURFACE ONLY

ENTIRE

TAB

1'-1 5/8"

3/8"

L I N

E

B

O R

E

T

O

F I N

A L

D

I M

E N

S I O

N S

5/16

TYP

MIN. GROOVE HARDNESS

HRC 50

mechanism pin clevis r2 clevis r1 mechanism rocker pin

US Army Corps of Engineers

M-503

O A

M

M I S

S O

U R

I

R

I V

O U

K

O T

A

D R

A F

T

T

U B

E

B

U L K

H E

P

L A

C E

M E

N T

L I F

T I N

G

B

E A

M

D

E T

A I L

S P

A R

T S

R O

C K

M

C

H A

N I S

M

P

T

R A

N

P

H

A R

P O

L E

J

F

O L G

A T

E

W F

Q

S T

E V

M

I L E

S

P

E

A N

S I

D

O A

M

X

X X

D

W G

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

H Y

D R

O E

L E

C T

R

S

I G

N

C

E N

T E

R

P O

R T

L A

N D

O

R E

G O

N

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

O M

A H

A

D

I S

T R

I C

T

O M

A H

A

N

E B

R A

S K

A

O A

NOTES:

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

SHEET ID

REFERENCES:

DRAWING NO NAME

644-54 25-TON DRAFT TUBE GANTRY CRANE LIFTING BEAM

644-55 25-TON DRAFT TUBE GANTRY CRANE LIFTING BEAM

1. SEE GENERAL NOTES ON DRAWING M-101.

2. PROVIDE EACH MECHANISM PIN WITH 1/8" STAINLESS STEEL COTTER PIN.

PROVIDE 10 EXTRA COTTER PINS.

3. MECHANISM PIN KEEPER PLATE IS TYPICAL FOR BOTH THE MECHANISM HINGE PIN

AND THE MECHANISM ROCKER PIN. LOCATE AND DRILL HOLES INTO MAIN I-BEAM

SECTION WEBS SUCH THAT THE FIT OF THE PIN KEY IS IN ACCORDANCE WITH

SECTION 41 22 13.75 26.

4. PROVIDE ROCKER SPRING TO BE FABRICATED FROM CORROSION RESISTING

STEEL, TYPE 302 PRE-TEMPERED. ROCKER SPRING IS TO BE 3/4" OD, HAVE 40

COILS WITH FULL ROUND HOOKS WITH LARGE ENOUGH OPENINGS TO PROPERLY

ATTACHED TO THE MECHANISM ROCKER AND PLATE STIFFENER EYEBOLT.

5. WHERE WELD ACCESS IS LIMITED AND SEAL WELD IS NOT FEASIBLE, THRU HOLE

WITH A 0.5-INCH BOLT MAY BE CONSIDERED BY THE GOVERNMENT FOR APPROVAL.

6. FABRICATE THE MECHANISM ROCKER PIN FROM ASTM A564 TYPE 630 CONDITION

H1025 (UNS S17400 H1025) STEEL. REFERENCE SECTION 41 22 13.75 26 FOR

DETAILS.

7. PROVIDE THE MECHANISM ROCKER BUSHING MADE OF A FIBER REINFORCED

SELF-LUBRICATED COMPOSITE MATERIAL. REFERENCE SECTION 41 22 13.75 26

FOR ADDITIONAL MATERIAL DETAILS. AN GLACIER GARLOCK BEARINGS (GGB) HPM

IS AN EXAMPLE COMMERCIALLY AVAILABLE MATERIAL THAT MEETS THE

CONTRACT REQUIREMENTS. SURFACE FINISH OF BUSHING TO BE TO

MANUFACTURER RECOMMENDATIONS.

8. SIZE AND LOCATE THRU HOLES ADEQUATE FOR 3/8-INCH STAINLESS STEEL

COTTER PINS SUCH THAT THEY MAINTAIN PROPER ALIGNMENT OF THE

MECHANISM ROCKER ASSEMBLY FOR SMOOTH OPERATION. THE CONTRACTOR IS

RESPONSIBLE FOR PROPERLY LOCATING THE COTTER PINS TO ALLOW FOR

OPERATION AND MINIMIZE BINDING. PROVIDE 10 EXTRA COTTER PINS.

SCALE: 6" = 1'-0"

CONNECTING ARM TYP

B

SCALE: 6" = 1'-0"

MECHANISM ROCKER

A

SCALE: 6" = 1'-0"

MECHANISM HINGE PIN

F

SCALE: 3" = 1'-0"

MECHANISM PIN KEEPER PLATE

G

SCALE: 6" = 1'-0"

MECHANISM ROCKER BUSHING

H

SCALE: 6" = 1'-0"

MECHANISM PIN

J

SCALE: 3" = 1'-0"

CLEVIS R2

D

SCALE: 3" = 1'-0"

CLEVIS R1

C

SCALE: 3" = 1'-0"

MECHANISM HINGE

E

7' - 4"

6' - 2"

6" TYP

7"

1-8 UNC

TYP DIA 1 5/8"

DIA 1/4"

DRAIN HOLE

TYP

8"

6"4"

R 1"

5 1/2"

2 3/8"

R 7/8"

1-8 UNC

1-8 UNC

7"

6"

3 3/4" 2"

1"

R 1 3/4"

DIA 2 1/2"

1-8 UNC

TYP

D

2 1/8"2 1/8"

7/8"

D

T

Y P

1 9/16"

7/16"

R 1 1/2"

R 1 1/2"

2 1/16"

R 1/4"

R 1/4"

1/4"

R 1/4"

M-503

M-503

B3

SCALE: 6" = 1'-0"

MECHANISM ROCKER

1/8"X 45°

BOTH ENDS

1'-1 1/2"

3/8"

3/8"

2 1/2"

5 1/4"

5/8" 4"

DIA 9/16"

2 PLCS

2 1/4"

DIA 3/16"

THRU

3/16"

MIN DIA 1"

Ø .750" H13 ( )

0.763

0.750

Ø .750" H13 ( )

0.763

0.750

Ø .750" H13 ( )

THRU BOTH

2 PLCS

0.763

0.750

Ø

H

SEE

NOTE 2

Ø .750" c13 ( )

0.746

0.733

Ø 1.750" s6 ( )

Ø 1.500" H8 ( )

1.752

1.752

1.502

1.500

3/8"

SEE NOTE 3

Ø c

SCALE: 6" = 1'-0"

MECHANISM ROCKER PIN

K

1/8"X 45°

BOTH ENDS

1'-1 1/2"

Ø f

3/8"

3/8"

TYP

3/8

TYP

3/16

TYP

3/16

3/16

3/16

3 1/4"

1'-11 1/8"

1'-9 7/8" 1 3/16" 3 7/8"

2 3/4" 3/4"

6 1/4"

R 1/16" TYP

R 1/4" TYP

R 1 1/4"

DIA 1"

DIA 1" TYP

SCALE: 6" = 1'-0"

MECHANISM STOPPER BAR

L

TYP

3/16

2"

SCALE: 6" = 1'-0"

MECHANISM SPRING

M

40 COILS

Ø .135 (#10)

6 3/8"

5 9/16"

Ø

Ø 1.250" H13 ( )

1.265

1.250

2 1/2"

3/16

SEE

NOTE 5

SEE

NOTE 5

3"

SEE NOTE 8

BEARING SURFACE

ONLY

BEARING SURFACE

ONLY

BEARING

SURFACE

ONLY

PIN SURFACE

ONLY

PIN SURFACE

ONLY

PIN SURFACE

ONLY

TYP

3/8