W912P518T0068_TPlans_RTA_-_Barkley_Lock_Towing_Bitt_Assembly_2018-09-10.pdf

US Army Corps of Engineers

Nashville District

W912P5-18-B-0000

DRAWING INDEX

July 2018

Cumberland River

Plans For Barkley Lock

Barkley Project

Kuttawa, Kentucky

Submitted:

(2.) The approval signatures appearing in the signature block on this sheet constitute approval of all drawings listed in the sheet index.

designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

(1.) This project was designed by the Nashville District of the U.S. Army Corps of Engineers. The initials or signatures and registration

Note:

Project Engineer

Approval Recommended:

Vanessa C. Bateman P.E., P.G.

Chief, Civil Design Branch

Approved:

Sulaiman R. Jaser P.E.

Chief, Electrical & Mechanical Section

Long C. Truong P.E.

Towing Bitt Replacement

Q9-33/11 TOWING EQUIPMENT - APPURTENANCES - DETAILS SH. 1

Q9-33/8 TOWING EQUIPMENT - PLAN, ELEV. AND SECTIONS FOR SHEAVES AND CABLE PROTECTIVE PIPING

Q9-33/7 TOWING EQUIPMENT - GENERAL ARRANGEMENT

Q9-33/4.1 TOWING EQUIPMENT - TOWING BITT AND DETAILS

Q9-33/3.1 TOWING EQUIPMENT - MISCELLANEOUS DETAILS

REFERENCE DRAWINGS

64W518R2 TOW MACHINERY - LINE THROW-OFF

64W517 TOWING BITT DETAILS - SH. 2

64W516R1 TOWING BITT DETAILS - SH. 1

CONTRACT DRAWINGS

h3ecxlct Text Box W912P5-18-T-0068 September 2018

RTA

h3ecxlct Sticky Note Unmarked set by h3ecxlct

4‚" ƒ ƒ

3…"4•"

1•"

0‡

R

1ƒ"

0–

R

0‡"0‡" ƒ ƒ ƒ š ƒ ƒ š ƒ ƒ

54°

1" 2•" 1"

4•"

4"|

1š ƒ ƒ ƒ

3‰"|

45°

ˆ

45° 3‰"|

ˆ

4"|

.002"

.000"

2• " 2• "

2" 2"

4"

.002"

.000"

3•" 3•" 1" 3•" 3•" 1" 3•" 3•" 1" 3Œ" 3Œ" 1" 6‹" 1" 3•" 3•" 1" 3•" 3•" 1" 3•" 3•" ƒ" ƒ"

2•" 2•"

6‹" 1"

1•"

9" 8" 8" 9"

6'-0"

3'-0"

4" 4"

3Œ" 3Œ"

3Œ" 3Œ" ƒ

1‚" 1‚"

3•" 9" 8" 8" 9" 3•"

6'-0" ƒ ƒ

1‚" 1‚"

2.002"| 2.002"| ƒ

2" R.

13°

2•" 2•"

3• °

2‹" R.

1•" xƒ" BAR

14" 14"

15•" 15•"

15•" 15•"

6" DOUBLE EXTRA STRONG PIPE

•" P

•" P

.002"

.000"

.002"

.000"

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

G

TYP.

B I

T T

5"

PLAN

ELEVATION

SECTION A-A

SECTION B-B

SECTION C-C

SECTION D-D

A

AB

B B

B

C

C

D

D

L A

A

C

C

1•"

E

E

64W516-1

64W517-7

64W517-9

64W517-11

64W517-12

64W517-1

64W517-3

64W517-8

64W517-12

64W517-5

64W516-1

64W517-12

64W517-12

64W517-5

64W517-8

TYP.

64W516-1

64W517-12

64W517-5

64W517-8

64W517-3

64W517-12

64W517-2

64W517-12

64W517-12

64W517-6

64W517-10

1-

1-

1-

L

SCALE: 3" = 1'-0"

0 3" 6" 12"

SCALE:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l o t

T i m e

P l

D a t e

F i l e

N m e

:5

:5

A M

X

P r o j e c t s

K Y

L

L o c k s a n d m s

L o c k

E x is t in g

L c k

E

S c t io n

T w

H u la g e

D G

N f il e s la t e s t f il e s

W

R

.D

G N

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

#X

------1

64W516 M

M14

W_TVA

-----0

164W516

XX

INITIAL ISSUE

6" = 1'-0"

LOCK

TOW HAULAGE MACHINERY

TOWING BITT DETAILS - SHEET 1

LCT

CHIEF, CIVIL DESIGN BRANCH

JDM

RWB

KENTUCKY PROJECT

64W517-4

64W517-7

64W517-11

2•" 2ƒ" 1"1" 2ƒ" 2•" ƒ" ƒ"

1ƒ" ƒ ƒ

14" ƒ

1ƒ"

1" 1"

END VIEW

9‚"

.002"

.000"

" "2• 2•

1• "

64W517-14

3‚"

SCALE: 6" = 1'-0"

0 1" 3"2" 6"5"4"

HD. CAP SCREW

FOR •" DIA. x 1•" LG. HEX.

DRILL AND TAP •" x 1" DP.

HD. CAP SCREW

FOR †" DIA. x 1•" LG. HEX.

DRILL AND TAP †" x 1" DP.

SCREWS

FOR Š" DIA. FLAT HEAD CAP

DRILL AND TAP Š" x •" DP

SCREW

FOR Š" DIA. FLAT HEAD CAP

DRILL AND TAP Š"x•" DP.

TOWING BITT

SECTION E-E

SCALE: 3"=1'-0"

STRONG PIPE

4" DOUBLE EXTRA

STRONG PIPE

6" DOUBLE EXTRA

GREASE FITTING

„" BUTTON HEAD

LCT MJC RWB - - -

12/2011

L

TYP.

SCALE: 3" =1'-0"

ASSEMBLED WT. = 980 LBS.

MK. 64W516-1 MAKE: 1

JAMES R. WADDLE, P.E.

ƒ" P

MICHAEL F. ZOCCOLA, P.E.

*1.752"|

*2.252"|

*2.002"|

1•" 1•"

DETAIL B

SEE DETAIL A

1”}

DETAIL B

SCALE: 12"=1'-0"

MATERIAL: ASTM A36, REQ'D: 2

ADDED DETAIL B

LCT LCT11-14-2016

FIT W/MK. 64W518-7)

SEE DETAIL B - MADE TO

4. ALL DIMENSIONS WITH MARKED WITH AN * ARE LUG HOLE DEMENSIONS.

3. ALL ITEMS ON THIS DRAWING SHALL BE SHIPPED ASSEMBLED.

2. ALL QUANTITIES SHOWN ARE FOR 1 TOWING BITT.

DETERMINED DURING ASSEMBLY WITH 140 POUND A.R.E.A. RAIL.

LOCATION OF WHEELS. EXACT LOCATION OF WHEELS SHALL BE

1. ALL DIMENSIONS INDICATED AS PLUS OR MINUS ARE FOR APPROX.

NOTES:

BJC

A

3‚"

SCALE:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

:5

:2

X

P r o j e c t s

K Y

L

L o c k s a m s

L o c k

E x is t c k c t io n

T u la g e

D G

N f il e s la t e s t f il e s

W

.D

G N

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

#X

64W517 M

M14

W_TVA

-----0

064W517

XX

INITIAL ISSUE

1‚" 1‚"•" •"

1•"ˆ" ˆ"

1†"

50° 50

1•"ˆ" ˆ"

1†"

A

ˆ" ˆ"2•"

2†"

A

A

1•"

2"

A

A

„" R.

ˆ" R.

ˆ" R.

ˆ" R.

„" R.

1Œ"

2•"

3„"

4•"

C

C E

N T

R I

C

1" 1•" 1" 1"†"

4š"

Ž" Ž"

1" 1"

1Š" 1Š"

2"

2†"

1†"

ˆ"

2‚" ƒ" R.

3‚ " R.

Ž" R.

Ž" R.

R

.2" R.

Œ

R.

ƒ

R ƒ" R.

PRESS FIT WITH

BORE AFTER ASSEMBLY

(64W517-9)

FINISH ALL OVER

FINISH ALL OVER

FINISH ALL OVER

125FINISH ALL OVER

FINISH ALL OVER

FINISH ALL OVER

FINISH ALL OVER

KENTUCKY PROJECT

LCT

CHIEF, CIVIL DESIGN BRANCH

JDM

RWB

SCALE: 6" = 1'-0"

0 1" 3"2" 6"5"4"

(64W517-6)

(64W517-5)

(64W517-6)

(64W517-5)

(64W517-10)

(64W517-8)

(64W517-8)

(64W517-9)

(64W517-10)

6" = 1'-0"

TOW HAULAGE MACHINERY

TOWING BITT DETAILS

SHEET 2

MICHAEL F. ZOCCOLA, P.E.

3•"

FINISH ALL OVER

A

A

A

‚" DRILL

(EXCEPT AS NOTED)

LOCK

•" PL

SCREWS MK. 64W517-13

FOR Š" DIA. FLAT HEAD CAP

2 HOLES, …" DRILL & COUNTERSINK

GREASE FITTING

FOR „" BUTTON HEAD

DRILL ‚" DIA. & TAP

DRILL‚"

MKS. 64W517-1,2,3&4

MKS. 64W517-1,2,3&4

WHEEL

MATERIAL: ASTM A322 GR. 4140

MK. 64W517-4 MAKE: 2

WHEEL

MATERIAL: ASTM A322 GR. 4140

MK. 64W517-1 MAKE: 2

WHEEL

MATERIAL: ASTM A322 GR. 4140

MK. 64W517-2 MAKE: 2

WHEEL

MATERIAL: ASTM A322 GR. 4140

MK. 64W517-3 MAKE: 3

WHEEL PIN

MATERIAL: ASTM A322 GR. 4140

MK. 64W517-6 MAKE: 2

MK. 64W517-5 MAKE: 5 WHEEL BUSHINGWHEEL PIN

MATERIAL: ASTM A322 GR. 4140

MK. 64W517-7 MAKE: 2

MATERIAL: ASTM A36

MK. 64W517-11 MAKE: 2

ADJUSTABLE KEEPER PLATE

KEEPER PLATE

MATERIAL: ASTM A36

MK. 64W517-12 MAKE: 14

AND WITH A 63 FINISH.

64W517-7 IN ALL POSITIONS

OCTAGONAL HEAD ON MK.

MAKE NEAT FIT WITH

2‚" OCTAGONAL HOLE TO

GROOVES

‚" x ˆ" GREASE

NEAT FIT W/MK. 64W517-11

OCTAGONAL HEAD TO MAKE

W/ECCENTRIC PART OF PIN

RELATION OF OCTAGONAL

HEAD GREASE FITTING

AND TAP FOR „" BUTTON

DRILL ‚" DIA. DRILL

ˆ" CHAMFER

(TYPICAL)

ˆ" CHAMFER

GROOVES

„" x ˆ" GREASE ƒ" R.

ˆ" R.

REQUIRED LIST

MARK

NO.

REQ.

DESCRIPTION MATERIAL

64W517-13

64W517-14

64W517-15

HEAD CAPSCREW

†" DIA. x 1•" HEX.

HEAD CAPSCREW

•" DIA. x 1•" HEX.

HEAD CAPSCREW

Š" DIA. x 1" FLAT

REMARKS

LCT MJC RWB - - -

12/2011

3. ALL ITEMS SHOWN ON THIS DRAWING SHALL BE SHIPPED ASSEMBLED.

AND TEMPERED @ 1000° F WITH BHN 302 (MIN.).

2. ALL WHEELS AND WHEEL PINS SHALL BE OIL QUENCHED @ 1550° F

DETERMINED DURING ASSEMBLY WITH 140 POUND A.R.E.A. RAIL.

LOCATION OF WHEELS. EXACT LOCATION OF WHEELS SHALL BE

1. ALL DIMENSIONS INDICATED AS PLUS OR MINUS ARE FOR APPROX.

NOTES:

D I

A

TYP.

ˆ" CAMFER

MK. 64W517-16

‰" } HOLE FOR

264W517-16 ’" } X 2"

COTTER PIN

SCALE: NTS

MATERIAL: ASTM B148 UNS C95400

MK. 64W517-10 MAKE: 2

MK. 64W517-9 MAKE: 2

MK. 64W517-8 MAKE: 5

ASTM A449

ASTM A449

ASTM A449

JAMES R. WADDLE, P.E.

MATERIAL: ASTM A332 GR. 4140 302 BHN

MK. 64W517-17 MAKE: 2

PIN

2•" 2•"

12"

3"

2•"

10"

3•"3•"

2•"2•"

5"

5"

"1

1•"

3"

3‚" ƒ

R ƒ

6‚"

6ƒ"

SCALE:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

:5

:3

X

P r o j e c t s

K Y

L

L o c k s a m s

L o c k

E x is t c k c t io n

T u la g e

D G

N f il e s la t e s t f il e s

W

.D

G N

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

3" = 1'-0"

KENTUCKY PROJECT

TOW HAULAGE MACHINERY

MJC

CHIEF, CIVIL DESIGN BRANCH

LCT

INITIAL ISSUE

XX

64W518 2

0 - - - - -

W_TVA

14 M

M64W518

1 - - - - - -

X #

RWB

LOCK

R.

3"1"

2† "R

MICHAEL F. ZOCCOLA, P.E.

LINE THROW-OFF

SCALE: 3" = 1'-0"

0 3" 6" 12"

MK. 64W518-4 MAKE: 1

THROW-OFF PLATE

MK. 64W518-2 MAKE: 2

TRIP-OFF PLATE

MK. 64W518-1 MAKE: 2

TRIP-OFF PLATE SUPPORT

SECTION A-A

PLAN VIEW

A

A

REQUIRED HARDWARE LIST

MARK DESCRIPTION MATERIAL REMARKS

FURNISH W/ NUT AND WASHERS

64W518-5

64W518-6

64W518-7

LCT MJC RWB - - -

12/2011

REQ

NO.

TYP.

MK.64W518-1

•" PL

NEW RAIL

C3X6WIRE ROPE

FACE OF LOCK WALL

JAMES R. WADDLE, P.E.

64W518-8

FT

ASTM 36

64W518-9 ASTM 36

FT

C3X6

LCT

L3X2X‚ ƒ o o

R

L TOWING BITTC

SECTION A-A

MK.64W518-5

MK.64W518-7

MK.64W518-1

WIRE ROPE

MK.64W518-2

MK.64W518-3

MK.64W518-4

MK.64W518-9

FIELD LOCATE

THROW-OFF PLATE IN UP POSITION THROW-OFF PLATE IN DOWN POSITION

12•"

1…"

5Š"

16Œ"

MATERIAL: ASTM B148 UNS C95400

1ƒ"

SCALE: 12" =1'-0"

3ˆ"

…" R (TYP.)

„" R (TYP.)

50 50 ƒ

L

FURNISH W/ NUT AND WASHERS

FOR MK 64W518-5

˜" DIA. HOLE (TYP.)

A

NOTES:

(TYP.)

ˆ" R

10-29-2014

5•"

MK.64W518-6

PLATE ROLLER

THROW-OFF

MJC DRC

FURNISH W/ NUT AND WASHERS

MATERIAL: ASTM A572, GR. 50

MATERIAL: ASTM A572, GR. 50

ƒ

11‚"

MATERIAL: ASTM A572, GR. 50

ˆ" R

2"

3" 4"

THROW-OFF PLATE ROLLER

SEE NOTE 2

MK. 64W518-3 MAKE: 1

REVISED MK'S: 64W518-4. REVISED MK 64W518-8 PER AS BUILT.

11-14-2016 LCT LCT

‚" R

END OF RAIL

LOCATE 10'-0"| FROM

{ LINE THROW- OFF ASSY

1" 1"

•" SLOT

4" LG TO MATCH MK. 64W518-7

1‚" O.D. (SEE NOTE 1)

œ" I.D. (SEE NOTE 1)

MK.64W518-2

5‚" 2"

(BOTH SIDES)

‚" R

1" P

4-•" DIA. HOLES

HEAVY HEX HEAD BOLT

†-11UNC X 3•" LG

3•" MK 64W518-5

6•" 2•" MK 64W518-7

2"

GR. B7

ASTM A193

GR. B7

ASTM A193

GR. B7

ASTM A193

3. ALL SHARP CORNERS AND ROUGH EDGES SHALL BE GROUND SMOOTH.

HEX CAP SCREW (MK 64W518-5).

2. THROW-OFF PLATE ROLLER SHALL ROTATE FREELY AROUND THE

TO BE SUBMITTED FOR APPROVAL.

ANY CHANGES TO THE TUBE THICKNESS, I.D., O.D. SHALL NEED

1. TUBE SHALL ROTATE FREELY AROUND THE BOLT (MK 64W518-7).

BOLTS / SCREW

HEAVY HEX HEAD BOLT

•-13UNC X 5•" LG

HEAVY HEX HEAD BOLT

ƒ-10UNC x 9" LG

L TOWING BITTC

MK.64W518-5

MK.64W518-7

MK.64W518-1

WIRE ROPE

MK.64W518-2

MK.64W518-3

MK.64W518-4

MK.64W518-9

FIELD LOCATE

MK.64W518-6

8‚"|

GALV. STEEL

ASTM A193, GR. B7

BJC

REVISED MK'S: 64W518-1 TO 64W518-7

ˆ" R (TYP.)

REFERENCE O

NLY

12345

B

C

D

A

B

C

D

A

Revisions Date Description By Checked

Graphic Scale

Drawn By:

Date:

Drawing

Number

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

NASHVILLE, TENNESSEE

Checked By:

US Army Corps of Engineers Nashville District

X

Record Drawing as constructed dated

Approved By:

CHIEF, ENGINEERING DIVISION

ENGINEER

Sheet of

Scale:

OMPUTER

IDED

RAFTING

C

A

D

D

ESIGN &

1"

1ƒ ƒ

1š ƒ ƒ ƒ

1" .0

.0

.0

1š ƒ ƒ

1" 2•" 1"

4•"

4"\

1š ƒ ƒ

1ƒ

1"

3‰"\ 45°

.0

"\.00

.0

ˆ

45° 3‰"\

ˆ

4"\

2.252"\ .002" .000"

2•" 2•"

2" 2"

4"

1.752"\

.002"

.000"

1‚" 1‚"•" •" •

.5

1•"ˆ" ˆ"

1†"

0° 50

.5

1•"ˆ" ˆ"

1†"

IA

.5

ˆ" ˆ"2•"

2†"

1•"

2"

.5

„" R.

ˆ" R.

ˆ" R.

„" R. ˆ" R.

„" R.

„" R.

1Œ"

2•"

3„"

4•"

E

C C

E N

T R

IC

.2

1" 1•" 1" 1"†"

4š"

.7

.0

.0

.5

Ž"Ž"

1" 1"

1Š"1Š"

2"

2†"

1†"

ˆ"

2‚" ƒ" R.

3‚" R.• "

Ž" R.

Ž" R.

R

R .2" R.

Œ

R.

ƒ

R ƒ" R.

3•" 3•" 1" 3•" 3•" 1" 3•" 3•" 1" 3Œ" 3Œ" 1" 6‹" 1" 3•" 3•" 1" 3•" 3•" 1" 3•" 3•" ƒ" ƒ"

1•"

2•"2•"1" 1"

6‹" 1"

1•"

9" 8" 8" 9"

6'-0"

3'-0"

4" 4"

3Œ" 3Œ"

3Œ" 3Œ" ƒ

1‚" 1‚"

3•" 9" 8" 8" 9" 3•"

6'-0" ƒ ƒ

1‚" 1‚"

2.002"\ 2.002"\ ƒ

2•" 2ƒ" 1"1" 2ƒ" 2•" ƒ" ƒ"

1ƒ"

" 9 ƒ ƒ

14" ƒ

4ˆ"

1ƒ"

1"

1•"

1"

2•"2•"

2" R.

13°

2•" 2•"

3•

2‹" R.

1•" xƒ" BAR

14" 14"

15•" 15•"

15•" 15•"

STRONG PIPE

4" DOUBLE EXTRA

STRONG PIPE

1" DOUBLE EXTRA

6" DOUBLE EXTRA STRONG PIPEI.D. TO FIT W/MK. )

PIPE (REAM PIPE TO š"

1" DOUBLE EXTRA STRONG

STRONG PIPE

6" DOUBLE EXTRA

MK.

1„" ~ HOLE FOR

.002"

.000"

.002"

.000"

.0

.0

.0

.0

.0

.0

.0

.0

GROOVES

„" xˆ" GREASE

GROOVES

‚" xˆ" GREASE

PRESS FIT WITH

MKS.

BORE AFTER ASSEMBLY

WITH MKS.

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

\.0

.0

PLAN

ELEVATION

SCALE: 3" = 1'-0"

ASSEMBLED WT. = 980 LBS.

SECTION A-A

SECTION B-B

END VIEW

SECTION C-C

SECTION D-D

SECTION E-E

SCALE: 3" = 1'-0"

GENERAL NOTES:

1. ALL DIMENSIONS INDICATED AS PLUS OR MINUS ARE FOR APPROX.

LOCATION OF WHEELS. EXACT LOCATION OF WHEELS SHALL BE

DETERMINED DURING ASSEMBLY WITH ACTUAL RAIL TO BE USED.

AND TEMPERED @ 1000° F WITH BHN 302 (MIN.).

2. ALL WHEELS AND WHEEL PINS SHALL BE OIL QUENCHED @ 1550° F

ASSEMBLED.

FOR ONE TOWING BITT.

4. SEE DRAWING XX/X FOR "REQUIRED LIST". QUANTITIES SHOWN ARE

3. ALL ITEMS SHOWN ON THIS DRAWING SHALL BE SHIPPED

J.D.M.

J.D.T.

JOHN D. TRIBBLE

CUMBERLAND RIVER

KENTUCKY AND TENNESSEE

BARKLEY DAM PROJECT

LOCK

TOWING EQUIPMENT

TOWING BITT AND DETAILS

6" = 1'-0"

GREASE FITTING

„" BUTTON HEAD

FINISH ALL OVER

FINISH ALL OVER

FINISH ALL OVER

125FINISH ALL OVER

FINISH ALL OVER

FINISH ALL OVER

FINISH ALL OVER

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

G

TYP.

B

IT

T

5"

.0

\ .0

.0

SCREWS - MK. XX/X-14

FOR Š" ~ FLAT HEAD CAP

DRILL AND TAP Š" x•" DP

SCREW - MK. XX/X-14

FOR Š"~ FLAT HEAD CAP

DRILL AND TAP Š"x•" DP.

XX/X-15

CAP SCREW - MK. XX/X-15

FOR †"~ x 1•" LG. HEX. HD.

DRILL AND TAP †" x 1" DP.

CAP SCREW - MK. XX/X-16

FOR •"~ x 1•" LG. HEX. HD.

DRILL AND TAP •" x 1" DP.

SCREWS MK. XX/X-14

FOR Š"~ FLAT HEAD CAP

2 HOLES, …" DRILL & C'SINK MATERIAL: ASTM A322 GR 4140

MATERIAL: ASTM A322 GR 4140

MATERIAL: ASTM A322 GR 4140

MATERIAL: ASTM A322 GR 4140

MATERIAL: ASTM A322 GR 4140 MATERIAL: ASTM A322 GR 4140

MATERIAL: ASTM B148 UNS 95400 MATERIAL: A36 STRUCTURAL STEEL

MATERIAL: A36 STRUCTURAL STEEL

33/4.1-9

Q9-33/4.1

CHIEF, DESIGN BRANCH

J.D.M. J.D.T.1 REDRAWN TO CADD.1994

TOWING BITT - MK. 33/4-1

WHEEL - MK. 33/4-2

WHEEL - MK. 33/4-3

WHEEL PIN - MK. 33/4-8WHEEL PIN - MK. 33/4-6 & 7

WHEEL BUSHING - MK. 33/4-9,10 & 11

WHEEL - MK. 33/4-4

MK. 33/4-13

KEEPER PLATE

ADJUSTING & KEEPER PLATE - MK. 33/4-12

33/4-11

33/4-7

33/4-6

(33/4-7)

(33/4-6)

(33/4-7)

(33/4-6)

(33/4-11)

(33/4-10)

(33/4-9)

(33/4-9)

(33/4-10)

(33/4-11)

33/4-8) IN ALL POSITIONS

OCTAGONAL HEAD ON (MK.

MAKE NEAT FIT WITH

2‚" OCTAGONAL HOLE TO

33/4-1

33/4-6

33/4-13

33/4-4

33/4-13

33/4-13

33/4-3 33/4-13

33/4-13

33/4-5

33/4-13

33/4-13

33/4-9

33/4-6

33/4-4

33/4-9

33/4-13

33/4-1 33/4-1

33/4-8

33/4-10

33/4-2

33/4-12

WHEEL - MK. 33/4-5

12345

B

C

D

A

B

C

D

A

Revisions Date Description By Checked

Graphic Scale

Drawn By:

Date:

Drawing

Number

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

NASHVILLE, TENNESSEE

Checked By:

US Army Corps of Engineers Nashville District

Record Drawing as constructed dated

Approved By:

CHIEF, ENGINEERING DIVISION

ENGINEER

Sheet of

Scale:

OMPUTER

IDED

RAFTING

C

A

D

ESIGN &

.J

S T

A

.0

A

S T

A

.3

S T

A

.0

S T

A

.0

A

R36

R35 R34

RIVER WALL

LAND WALL

S T

A

.0

A

U

P P

P

IN

T L

E

U

P P

E A

V E

S T

A

.5

S T

A

.0

A

TOWING BITT

ƒ" TOW ROPE

R42

L24

R43 R27 R26 R25

R24 R23

S T

A

.0

A

L

O W

E A

V E

S T

A

.5

A

T

R

IP

O F

A T

E

S T

A

.2

A

S T

A

.0

A

L

O W

T L

E

FLOW

T

R

IP

O

A T

E

S T

A

.2

A

PLAN - TOP OF LOCK WALL

SCALE: 1" = 30'-0"

J.D.M.

M.L.K.

CHIEF, DESIGN BRANCH

BARKLEY DAM PROJECT

LOCK

TOWING EQUIPMENT

CUMBERLAND RIVER

KENTUCKY AND TENNESSEE

(TOW HAULAGE CONTROL POINT W/REMOTE)

UPPER CONTROL SHELTER

(TOW HAULAGE CONTROL POINT W/REMOTE)

LOWER CONTROL SHELTER

1" = 30'-0"

NEW MACHINERY

NEW MACHINERY PAD

L

A D

D

U M

S T

A

.3

A

L

A D

D

U M

S T

A

.3

A

SEE DETAIL A

DETAIL A

SCALE: NONE

030' 30'

F

L O

A T

G

O

O R

IT

T

THIS PLAN SUPERSEDES "PLAN - TOP OF WALL" ON DRAWING Q9-33/1

JOHN D. TRIBBLE

NOVEMBER 1994

Q9-33/7

GENERAL ARRANGEMENT

CHAMBER SIDE

12345

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D

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B

C

D

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Revisions Date Description By Checked

Graphic Scale

Drawn By:

Date:

Drawing

Number

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

NASHVILLE, TENNESSEE

Checked By:

US Army Corps of Engineers Nashville District

Record Drawing as constructed dated

Approved By:

CHIEF, ENGINEERING DIVISION

ENGINEER

Sheet of

Scale:

OMPUTER

IDED

RAFTING

C

A

D

D

ESIGN &

A

6"6" 6"6" 6" 1'-6"1'-6" 6" 2'-0" 1'-0" 3'-0" 3'-0" 1'-0" 2'-0" 1'-0" 2'-6" 2'-6" 1'-0" 1'-0" 3'-0" 3'-0" 1'-0"

A

S

H E

A V

E

S T

A

.5

A

E

IL

S T

A

.0

A

T Y

P

C A

T

IO

N S

L

A D

D

C E

S S

L O

C A

T

IO

N S

T Y

P

C

H E

C K

S T

S

H E

A V

E

S T

A

.5

A

E

IL

S T

A

.0

A „" @ 90° OR ABOVE „" @ 90° OR ABOVE

TOWING EQUIPMENT

LOCK

BARKLEY DAM PROJECT

KENTUCKY AND TENNESSEE

CUMBERLAND RIVER

J. D. M.

J. D. T.

ƒ" = 1'-0"

CHIEF, DESIGN BRANCH

6"6"6"6"6"6"

8" 8"10"8" 10"8"16"16"

2'-0"2'-0"2'-0" 2'-0"2'-0"2'-0"

A

.3

A

T

O W

C H

IN

E R

Y

1'-3" 1'-3"

MK. 33/11-8 MK. 33/10-1

MK. 33/10-1

MK. 33/11-1

12" 0 2'1'6"

MK. 33/10-2

MK. 33/10-3

MK. 33/10-3

MK. 33/10-4

MK. 33/11-1

MK. 33/11-10

MK. 33/11-7

MK. 33/11-5

MK. 33/11-9

MK. 33/11-9

MK. 33/11-5MK. 33/11-5

ELEVATION

PLAN

JOHN D. TRIBBLE, JR.

Q9-33/8

NOVEMBER 1994

SHEAVES AND CABLE PPROTECTIVE PIPING

PLAN, ELEVATION AND SECTIONS FOR

FIXED RAIL REMOVABLE RAIL REMOVABLE RAIL REMOVABLE RAIL REMOVABLE RAIL FIXED RAIL

MK. 33/11-15

TYPICAL CABLE PROTECTIVE PIPING PLAN AT REMOVABLE RAIL SECTIONS

L O

C A

T

IO

N S

T Y

P

M O

O R

IT

T

F L

O A

T

IN

G FLOW

THIS PLAN SUPERSEDES "ASSEMBLY PLAN" ON DRAWING Q9-33/2

12345

B

C

D

A

B

C

D

A

Revisions Date Description By Checked

Graphic Scale

Drawn By:

Date:

Drawing

Number

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

NASHVILLE, TENNESSEE

Checked By:

US Army Corps of Engineers Nashville District

Record Drawing as constructed dated

Approved By:

CHIEF, ENGINEERING DIVISION

ENGINEER

Sheet of

Scale:

CHIEF, X BRANCH

OMPUTER

IDED

RAFTING

C

A

D

D

ESIGN &

ƒ" ~-6x37 RIGHT REGULAR LAY, I.P.S.

3ƒ"

1'-6"

1ƒ"5•"1"9"2‚"

‚" ƒ"

1”" ~ HOLE

1•" R.

‚"18•"

1̂ ƒ ƒ

Πx

B E

V E

L

1•" 1†"

1„"

R

1‚"~

1•"~

„" @ 90° F. OR ABOVE - SEE NOTE 3

ˆ"x45° CHAMFER

SHOWN MIDWAY BETWEEN COUPLINGS

APPROX. 40' ON CENTERS. USE AS AN EXPANSION JOINT, AS

USE AS A PIPE COUPLING, WELD ON BOTH ENDS AND LOCATED

GENERAL NOTES:

BE GROUND SMOOTH.

2. ALL SHARP CORNERS AND ROUGH EDGES SHALL

G PLUG WELD

1‚"~x‚" DEEP

J.D.M.

JOHN D. TRIBBLE

3" = 1'-0"

CUMBERLAND RIVER

TOWING EQUIPMENT

DETAIL SHEET 2

KENTUCKY AND TENNESSEE

BARKLEY DAM PROJECT

LOCK

PIPE CLAMP - MK. 33/11-7

ADJUSTING ROD PIN - MK. 33/11-4

PLATE - MK. 33/11-5

PLATE - MK. 33/11-6

WIRE ROPE ADJUSTING ROD - MK. 33/11-3

SCALE: 1•" = 1'-0"

SCALE: 1•" = 1'-0"

SCALE: 6" = 1'-0"

SCALE: 6" = 1'-0"

PIPE COUPLING DETAIL

TO PROVIDE ANCHOR.

SIDE OF EXPANSION COUPLINGS

TIE PLATE & PIPE ON WELDED

REQ'D. WELD ONE CLAMP TO

ON APPROX. 6' CENTERS AS

EXPANSION COUPLINGS AND

PLATES, ON EACH SIDE OF

WELD PIPE CLAMP TO TIE

PIPE SUPPORT

WELD IN PLACE FOR

THE EXISTING PLATE.

CUT TO CONFORM TO

1†

1• ƒ

1‚"

8…"

TIE PLATE EXTENSION - MK. 33/11-8

4ˆ"

TOWING BITT END VIEW

DOWNSTREAM END SHOWN

5„"

REQUIRED LIST

MARK

NO.

REQ.

DESCRIPTION MATERIAL

EST.WT.

LBS.EA.

USED WITH REMARKS

Q9-33/11

NOT TO SCALE

2" 2"5"5" 5‚"

19‚"

33/11-1

33/11-2

33/11-3

33/11-4

33/11-5

33/11-6

33/11-7

33/11-8

WIRE ROPE

WIRE ROPE ADJ. ROD

ADJUSTING ROD PIN

PIPE CLAMP

TIE PLATE EXTENTION

STEEL

IMP. PLOW

& BOLT STL.

STRUCT. STL.

STEEL

CARBON

STEEL

STRUCT.

DO

GRADE A

ASTM A307

GRADE 1040

ASTM A308

PLATE

PLATE DO

DO

DO

ASTM A36

DO

DO

0.70

1.12

12.5

61.4

39.86

BITT

TOW

33/11-3

33/10-1

DO

33/11-8

PLATE

TIE

12"

3•"

4ˆ"

Ž

{ RAIL

Ž

CHIP OUT CONC. AS REQUIRED

(BY OTHERS)

ANCHOR BOLTS

4 - 1" x 9" WEDGE TYPE

MK. 33/11-6

} 9•"xƒ"x1'-7‚"

MK. 33/10-11

MK. 33/10-13

MK. 33/10-15

MK. 33/10-20

ƒ

F

IE

V

R

IF

Y

8" 5„"6†"

33/11-9 2

STEEL

STRUCT.

PLATE ASTM A3633/10-14

PLATE - MK. 33/11-9

SCALE: 1•" = 1'-0"

MK. 33/11-9

} 3"xƒ"x1'-7ƒ"

19‚" x

B E

V E

L

PARAPET WALL.

HAS BEEN MOUNTED ON

AFTER SHEAVE ASSEMBLY

WELD TO MK. 33/10-1

ANCHORS

BEFORE PLACING NEW

EPOXY GROUT HOLES

REMOVE OLD ANCHORS,

MK. 33/11-9

BOTTOM OF }

33/11-10 SCH. 40 ASTM A53

WELD COUPLING - MK. 33/11-11

1‚"-3000# FORGED STEEL SOCKET

MK. 33/11-10

MK. 33/11-10

33/11-11 SCH. 40 DO

AS REQUIRED

PLATE FOR RECEPTICAL

NOTE: NOTCH DOWNSTREAM

NOT USED

PIPE FITTING

SCALE: 6" = 1'-0"

PIPE MOUNTING DETAIL

MK. 33/11-7

WIRE ROPE

MK. 33/11-10

MK. 33/11-8

ƒ" }

1‚" PIPE

SECTION THRU RETURN SHEAVE - LOOKING DOWNSTREAM

VIEW OF RETURN SHEAVE - LOOKING UPSTREAM

1350' (WIRE ROPE MK.33/11-1)

BY OTHERS

TOWING BITT

DOWNSTREAM

FOR MK. 33/11-3. TYP. UPSTREAM &

DRILL 1…" ~ HOLE THRU 2 PLATES

.5

EXISTING ANCHORS

ƒ"} ƒ"} ƒ"} ƒ"}

4" 4" 4" 2‚"

MK. 33/11-14

WIRE ROPE THIMBLE

MK.33/11-13

WIRE ROPE CLIPS

840' 1906

33/11-12 2 33/10-4

33/11-13 8 33/10-1

33/11-14 2 33/10-1.5

COTTER PIN

STEEL

CRES

WIRE ROPE CLIPS

STEEL

GALV.

1.5

WIRE ROPE THIMBLE

STEEL

CRES.

DISASSEMBLED.

1. ALL ITEMS SHOWN ON THIS DRAWING SHALL BE SHIPPED

AIR TEMPERATURE IS 90°F. ‚" AT 54°F. AND …" AT 18°F.

3. GAP BETWEEN ENDS OF PIPE SHALL BE SET AT „" WHEN

BE LESS THAN „".

IF THE AIR TEMPERATURE IS ABOVE 90°F, GAP SHALL NOT

APPURTENANCES

12"

1" 1"5"5"

ˆ"

‡" R.

CAPSCREWS WITH HEX. NUTS, (MK. 33/11-16)

6 HOLES, Œ" DRILL FOR •" x 1‚ LONG HEX. HEAD

REMOVABLE PIPE SLEEVE - MK. 33/11-15

SCALE: 6" = 1'-0"

COTTER PIN. - MK. 33/11-12

‰"~ HOLE FOR ’"~ x 2"

33/11-15 28

STEEL

STRUCT.

ASTM A3633/10-10

33/11-16 33/10-15

REMOVABLE PIPE SLEEVE

HEX. HEAD BOLT & NUT

•"~ x 1‚" LONG

STEEL

BOLT

GRADE A

ASTM A307

0 3" 6" 12"

WIRE ROPE - MK. 33/11-1

M.L.K.

NOVEMBER 1994

ENDS OF PIPING AT THE REMOVABLE PIPE SLEEVES.

OF EXPANSION JOINTS, ON ALL ENDS OF PIPING AND ON THE FIXED

ADDITIONAL TIE PLATE EXTENSIONS SHALL BE USED ON BOTH SIDES

TIE PLATE EXTENSIONS SHALL BE LOCATED ON 6' CENTERS OR LESS.

4. AN EXTRA SET OF WIRE ROPES IS PROVIDED IN THE QUANTITIES.

SEE NOTE 4

IWRC