TPlans_W912P522Q0039_WILA-GULA_FMB Replacement_RTA_01JUL2022.pdf

Submitted:

Paul S. Tribble

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

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 designations

Note:

Long C. Truong, P.E.

Chief, Electrical - Mechanical Section

Approved:

Philip Evans, P.E., PMP

Chief, Civil Design Branch

Mechanical Engineer

Approval Recommended:

Plans For Wilson Auxiliary Lock and

Guntersville Auxiliary Lock

Wilson Lock and Dam - Florence, AL

Guntersville Lock and Dam - Marshall, AL

W912P5-22-Q-0039

June 2022

Nashville District of Engineers

US Army Corps

Certified Final Documents - RTA

Tennessee River

Floating Mooring Bitt Fabrication DESCRIPTIONDWG. NO.

DRAWING INDEX

FLOATING MOORING BITT, PLAN AND ELEVATION64W330A

64W331A

64W412-1A

COVER SHEET & DRAWING INDEXTVA-FMB-CVR

FLOATING MOORING BITT, SECTIONS AND DETAILS

FLOATING MOORING BITT, BITT ARRANGEMENT

FLOATING MOORING BITT, DETAILS SHEET 164W412-2A

GUNTERSVILLE AUXILIARY LOCK

64W412-3A FLOATING MOORING BITT, DETAILS SHEET 2

FLOATING MOORING BITT, DETAILS SHEET 364W412-4A

64W412-5A FLOATING MOORING BITT, DETAILS SHEET 4

FLOATING MOORING BITT, GENERAL OVERVIEW64W412-6A

WILSON AUXILIARY LOCK

TYP.

11" 11"

½

¼

½

¾" PL

½

10"

TYP.

½

½" PL

{ TANK

{ TANK

{ TANK

{ TANK

SCALE: 1½" =1'-0"

VIEW B1-B1

½

B

L O

C K

G

U I D

E

½

I N

S I D

E G

U I D

E

C1

A2

A2

30° 30°

GUIDES (TYP.)

UHMW PLASTIC

1'-9"

THE { OF THE TANK +/-�"

IN THE SAME PLANE ABOUT

BE ACCURATELY LOCATED

MOUNTING BLOCKS MUST

(TYP.)

EXISTING C12x45

(TYP.)

LIFTING LUG

CYLINDER

3'-0" O.D.

1'-11½"

½

{ GUIDES

RECESS

MOORING BITT

EXISTING FLOATING

COUPLING

WITH WELDED THREADED

1" NPT SQ. HD. PLUG

MANHOLE COVER

FACE OF LOCK WALL

5½"R1¼" PL

L

SECTION A1-A1

A2

A2

B1B1 A1

PLATES

DIAPHRAGM

TYP. ALL

U S

E

S

H E

L L

P L

A T

E

3'-0"

LINE

WATER

ALL DIAPHRAGMS

AT THE CENTER OF

2'-0" DIA. HOLE TYPICAL

L

TOP OF ¾" PL

{ ⅜" DIAPHRAGM P

{ ¼" DIAPHRAGM PL

LIFTING LUG (TYP.)

L

DETAIL C2

½"x 5" P

DETAIL A2

DETAIL E2

DETAIL B2

DETAIL D2

10"

¾

5"

1"R

1¼" DIA.

1" PL

SCALE: 3 " =1'-0"

DETAIL E2

SCALE: 3 " =1'-0"

MANHOLE COVER

SCALE: 1½" =1'-0"

TOP PLATE

CHECK POST

SCALE: 1½" =1'-0"

BOTTOM PLATE

CHECK POST

50 ksi MIN. YIELD

SCH 160 PIPE, ASTM A519

CHECK POST, 8" DIA.

2"R

5"R

5½"R4�"R

R

½

5½"R

POST TOP P

¾" CHECK

{ ¼" DIAPHRAGM PL

⅝

WITHOUT BALLAST

WATER LINE

SCALE: 3 " =1'-0"

DETAIL G2

SCALE: 3 " =1'-0"

DETAIL H2

13"

60°

R

1¾" ⅞"R

1" } BAR

1½"R

1" } BAR

L

D

IA

⅝" P

ON 22" BOLT CENTER

FOR ⅝" BOLT EQUALLY SPACED

DRILL 12 HOLES �" DIA.

SEE DETAIL H2

SEE DETAIL G2

BELL & LUGS.

FOR LIFTING

SEE NOTE 9

BOTTOM OF RECESS

EL. 344.00

MIN. LOWER POOL

EL. 355.00

C1

A1

6½"6½"

¼

ELEVATION

BASE AND OPTION 1.

FLOATING MOORING BITTS ARE INCLUDED IN THE CONTRACT

LOCK FLOATING MOORING BITTS. WILSON AUXILIARY LOCK

10. DRAWINGS 64W330A AND 64W331A DESCRIBE WILSON AUXILIARY

DETAILS G2, H2, AND MANHOLE COVER.

9. LIFTING BELL AND LUGS NOT SHOWN FOR CLARITY. SEE

AND WASHERS SHALL BE GALVANIZED.

EXPLICITLY CALLED OUT IN THESE DRAWINGS. BOLTS, NUTS,

UHMW GUIDES ETC.. EVEN WHEN SUCH PARTS ARE NOT

RESPONSIBLE FOR PROVIDING ALL NUTS, BOLTS, WASHERS,

ASSEMBLED, UNLESS OTHERWISE NOTED. THE CONTRACTOR IS

8. FLOATING MOORING BITT SHALL BE DELIVERED COMPLETE AND

DETAILS A2 THRU D2, AND VIEW A2-A2.

7. SEE DRAWING 64W331A. FOR SECTIONS A2-A2, C1-C1,

SPECIFICATION 09 97 02 PAINTING: HYDRAULIC STRUCTURES.

6. FMB SHALL BE PAINTED INSIDE AND OUT AS SPECIFIED IN

DRILLED HOLES FOR HOLES SHALL BE ACCURATELY LOCATED.

BY NON - DECIMAL DIMENSIONS SHALL BE WITHIN �". ALL

5. TOLERANCES FOR MACHINE - FINISHED SURFACES DESIGNATED

CONFORM TO THE APPLICABLE PROVISIONS OF AWS D1.1.

4. WELDING SHALL BE BY ELECTRIC ARC WELDING PROCESS AND

SAME PLANE ABOUT THE VERTICAL CENTER LINE OF THE FMB

3. ALL MOUNTING BLOCKS MUST BE ACCURATELY LOCATED IN THE

SHALL BE ASTM A53 OR ASTM A519 AS NOTED.

STRUCTURAL STEEL SHALL BE ASTM A572 GRADE 50. PIPE

2. MOUNTING BLOCKS SHALL BE ASTM A572 GRADE 50. ALL OTHER

FOR RECORD.

A SOAP SOLUTION. SUBMIT TEST REPORT AND FMB WEIGHT

THE TANK TO 5 PSI (MIN.) AND CHECKING FOR LEAKS WITH

FMB SHALL BE TESTED FOR WATER TIGHTNESS BY PRESSURIZING

TIGHT. AFTER FABRICATION AND PRIOR TO PAINTING. THE

1. FLOATING MOORING BITTS (FMB) SHALL BE WELDED WATER

GENERAL NOTES:

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

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 lo t T im e

P lo t D a te

F il e

N a m e

:0

:4

P

M

/1

/2

C

U s e rs \h e c x d e k \D e s k to p \R

T A

\6

W

A .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

WILSON PROJECT

AUXILIARY LOCK

INITIAL ISSUE

DTM

1" = 1'-0"

XX

64W330A 0

0 - DEK - KLS NCB - - -

W_TVA

06 M

CELRN #

CHIEF, CIVIL DESIGN BRANCH

DEK/JDH

JUN/22

PST LCT

PST

LCT

PLAN AND ELEVATION

FLOATING MOORING BITT

0 11 2FT

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

06 4 2 6IN

SCALE: 3''= 1'-0''

1M64W330A

" P4

3BOTTOM OF L

012IN 1FT

SCALE: 1 ½''= 1'-0''

DANIEL T. MOORE KRISTEN L. SMITH NICOLE C. BERGER

BENJAMIN L. ROHRBACH, P.E.

PHILIP EVANS, P.E., PMP

CERTIFIED FINAL DOCUMENTS - RTA

L

L

L

T

Y P

L

3'-11" RECESS

L

L

L

L

L

L

{ SYMM. ABOUT CENTER LINE

3¾"

½"

½

3½" 1"1"

5½"

2¾" 2¾"

¾

¾

½

¾

¾

½

¾

¼

¼

¼

¼

¾

⅝

⅝

1'-3"

SECTION D1-D1

½"

RUBBER GASKET

�" THICK

½

½

½

(TYP.)

½" P

(TYP.)

¾" P BOTH SIDES (TYP.)

½" CLEARANCE

BOTH SIDES (TYP.)

½" CLEARANCE

FOR CLARITY

UHMW GUIDES NOT SHOWN

SECTION C1-C1

TYP.

1"

L

L

L

L

18" DEVELOPED WIDTH

½

OF DOUBLING P

{ ⅜" P & EDGE

SIMILAR FOR LOWER GUIDE SUPPORT

TYPICAL FOR TOP GUIDE SUPPORT

VIEW A2-A2

½

NUTS TYP.

TACK WELD

SEE NOTE 4

TYP.

TYP.

GUIDES

UHMW PLASTIC

D1D1

SCREWS WITH NUTS

⅝" HEX HEAD CAP

ASTM A53. SCH. 40

0'-2" LONG

PIPE - 20" DIA.

GUIDES, (TYP.)

UHMW PLASTIC

(DO NOT DRILL THROUGH)

MIN. 1¾" THREADS

CAP SCREW (NOTE 3) WITH.

DRILL & TAP ⅝" X 2½" LG

THE SAME PLANE +/-�".

BE ACCURATELY LOCATED IN

ALL MOUNTING BLOCKS MUST

{ 24" DIA. HOLE

MATERIAL: ASTM A572

BE PROVIDED BY THE CONTRACTOR)

(UHMW PLASTIC GUIDES SHALL

4 REQUIRED

MOUNTING BLOCK

L

L

L L

8" DIA. PIPE

DETAIL C2

L

L

�" SHELL PL

DETAIL D2

DETAIL B2DETAIL A2

L

¾" TOP P

⅜" DIAPHRAGM P

MOUNTING BLOCK

¾" DOUBLING P

�" SHELL P

�" SHELL P

¾" DOUBLING P

FOR UHMW

MOUNTING BLOCK

BITT RECESS (3'-6" OPENING)

EXISTING MOORING

½" P

¾" P

LOCATIONS.

DETAIL FOR HOLE

MOUNTING BLOCK

UHMW GUIDES. SEE

MOUNTING BLOCK FOR

¾" DOUBLING P

¾" P

TOP OF TANK

�" SHELL P

¾" TOP P

�" SHELL P

�" SHELL P

½" X 5" P

⅜" DIAPHRAGM P

L

L

4"

SECTION A2-A2

" BOTTOM P4

PLATES (TYP.)

DIAPHRAGM

¾" TOP P

BEND

1½" RETURN

ASTM A53

EXTRA STRONG

VENT PIPE, 1½" DIA.

L

L½" x 5" P

�" SHELL PL

¾" PL

TOP P

¾" CHECK POST

BOTTOM P

½" CHECK POST

¼

ON DWG. 64W330A

LIFTING LUG SEE DETAIL E2

MOORING BITTS.

PAINTING OF THE INSIDE AND OUTSIDE OF THE FLOATING

5. SEE SPECIFICATION 09 97 02 FOR GUIDANCE ON THE

FOR APPROVAL.

SUNK ¾" BELOW GUIDE SURFACE. SUBMIT UHMW PRODUCT DATA

CONTRACTOR. TOP OF (ALLEN) BOLT HEADS SHALL BE COUNTER

4. UHMW PLASTIC GUIDE INSTALLATION SHALL BE DONE BY THE

CONTRACTOR.

3. ⅝" x 2½" LG CAP SCREWS SHALL BE PROVIDED BY THE

2. FOR GENERAL NOTES SEE DRAWING 64W330A.

C1-C1, DETAILS A2 THRU D2, AND VIEW A2-A2.

1. SEE DRAWING 64W330A FOR LOCATION OF SECTIONS A2-A2,

NOTES:

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

" BOTTOM P4

L

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 lo t T im e

P lo t D a te

F il e

N a m e

:0

:3

P

M

/1

/2

C

U s e rs \h e c x d e k \D e s k to p \R

T A

\6

W

A .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

WILSON PROJECT

AUXILIARY LOCK

INITIAL ISSUE

DTM

XX

SECTIONS AND DETAILS

64W331A 0

0 - PST DEK LCT - KLS NCB - - -

W_TVA

06 M

M64W331A

CELRN #

PST

DEK/JDH

LCT

JUN/22

CHIEF, CIVIL DESIGN BRANCH

3"= 1'-0"

06 4 2 6IN

SCALE: 3''= 1'-0''

DANIEL T. MOORE KRISTEN L. SMITH NICOLE C. BERGER

BENJAMIN L. ROHRBACH, P.E.

PHILIP EVANS, P.E., PMP

TYP.

SCALE: 1" = 1'

est. weight: 6200lbs.

B B

VIEW B-B

C C

SECTION A-A

SCALE: 1" = 1'

SYMMETRICAL EXCEPT FOR PLUG AND PIPEq

D D

Water Line

MK 4A-4

q " PL. 4

3 " PL.8

q

" PL.8

q

" PL.8

q

(5/16)

A2 B2

LOCK FLOATING MOORING BITTS ARE INCLUDED IN OPTION 2.

AUXILIARY LOCK FLOATING MOORING BITTS. GUNTERSVILLE AUXILIARY

12. DRAWINGS 64W412-1A THRU 64W412-6A DESCRIBE GUNTERSVILLE

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

PREFIX OF 64W412.

10. UNLESS OTHERWISE NOTED, ALL MARK NUMBERS (MK'S) HAVE A

9. FOR OVERALL 3-DIMENSIONAL VIEW SEE DRAWING 64W412-6A.

THESE DRAWINGS. BOLTS, NUTS, AND WASHER SHALL BE GALVANIZED.

ETC...EVEN WHEN SUCH PARTS ARE NOT EXPLICITLY CALLED OUT IN

PROVIDING ALL NUTS, BOLTS, WASHERS, UHMW PLASTIC GUIDES

OTHERWISE NOTED. THE CONTRACTOR IS RESPONSIBLE FOR

8. FMB'S SHALL BE DELIVERED COMPLETE AND ASSEMBLED, UNLESS

SPECIFICATION 09 97 02.

7. FMB'S SHALL BE PAINTED INSIDE AND OUT AS SPECIFIED IN

HOLES SHALL BE ACCURATELY LOCATED.

". ALL DRILLED64

BY NONE-DECIMAL DIMENSIONS SHALL BE WITHIN

6. TOLERANCES FOR MACHINE- FINISHED SURFACES DESIGNATED

CONFORM TO THE APPLICABLE PROVISIONS OF AWS D1.1.

5. WELDING SHALL BE BY ELECTRIC ARC WELDING PROCESS AND

".32

`4. ALL MOUNTING BLOCKS MUST BE ACCURATELY LOCATED

REPORT AND FMB WEIGHT FOR APPROVAL.

5 PSI AND CHECKING FOR LEAKS WITH A SOAP SOLUTION. SUBMIT TEST

TESTED FOR WATER TIGHTNESS BY PRESSURIZING THE TANK TO A MIN.

AFTER FABRICATION AND PRIOR TO PAINTING, THE FMB'S SHALL BE

3. FLOATING MOORING BITTS (FMB'S) SHALL BE WELDED WATER TIGHT.

2. FOR DETAILS A2, B2, C2 AND SECTION G-G SEE DRAWING 64W412-3A.

1.FOR SECTIONS C-C,D-D,E-E,F-F SEE SHEET 64W412-2A.

GENERAL NOTES:

GG

C2

(R

E F

W/ WELDED THREAD COUPLING

1" NPT SQ HEAD PLUG

MK 3A-3

LIFTING BELL

STOP BRACKET

STOP PIN

STOP HOOK

MK 4A-6

LIFTING LUG

E E

" PL.8

q

Water Line

3/8

TYP.

F F

3/8

3/8

3/8

1/2

50 KSI MIN. YIELD

SCH 160 PIPE. ASTM A519

CHECK POST. 8" DIA

3/8

3/8

MK 5A-7

UHMW GUIDES (TYP.)

MK 5A-6

UHMW GUIDES (TYP.)

N

O M

MK 4A-3

TANK STIFFENER

1" PL. MK 4A-2

(TYP.)

X 6 PL4

X 4 2

PL (TYP.)4

X 7 2

X 3 4

X

P

L

L

X

X

MK 5A-1

MK 5A-7 (TYP.)

MK 5A-2 (TYP.)

MK 5A-6 (TYP.)

WT 3X12.5

qRECESS

" PL.8

q

" PL.8

q

0 11 2FT

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

012IN 1FT

SCALE: 1 ½''= 1'-0''

0 11 2FT

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

012IN 1FT

SCALE: 1 ½''= 1'-0''

" = 1'2

SCALE: 1

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 o t

D a t e

F i l e

N a m e

:1

:2

P

M

C

U s e r s \h e c x d e k \D e s k to p \R

T A

\6 W

A

.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

GUNTERSVILLE PROJECT

AUXILIARY LOCK

INITIAL ISSUE

DTM

1" = 1'-0"

XX

64W412-1A 0

0 - DEK - KLS NCB - - -

W_TVA

06 M

M64W412-1A

CELRN #

CHIEF, CIVIL DESIGN BRANCH

DEK/BJC

JUN/22

PST LCT

BITT ARRANGEMENT AND DETAILS

A

A

DANIEL T. MOORE KRISTEN L. SMITH NICOLE C. BERGER

BENJAMIN L. ROHRBACH, P.E.

PHILIP EVANS, P.E., PMP

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 o t

D a t e

F i l e

N a m e

:1

:0

P

M

C

U s e r s \h e c x d e k

\D e s k to p

\R T

A \6

W

A .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

GUNTERSVILLE PROJECT

AUXILIARY LOCK

INITIAL ISSUE

DTM

2" = 1'-0"

XX

64W412-2A 0

0 - DEK - KLS NCB - - -

W_TVA

06 M

M64W412-2A

CELRN #

CHIEF, CIVIL DESIGN BRANCH

DEK/BJC

JUN/22

PST LCT

DETAILS SHEET 1

DANIEL T. MOORE KRISTEN L. SMITH NICOLE C. BERGER

BENJAMIN L. ROHRBACH, P.E.

PHILIP EVANS, P.E., PMP

SECTION C-C

SCALE: 2" = 1'

3/8

3/8

TYP.

ALL CORNER PL. AND BENT PL.

X 216

WELDS

" (TYP.)8

L3x3

BENT PL. 6 x 5/16

" PL. 4

VIEW D-D

SCALE: 2" = 1'

SYMMETRICAL TOP AND BOTTOM PLATESq

" PL. TYP.8

" X 4 4

WT 3X12.5

3/8

3/8

TYP.

" PL. (TYP.)2

" PL. (TYP.)4

MK 5A-2

MOUNT (TYP.)

SIDE RAIL SLIDER

MK 5A-1

MOUNT (TYP.)

FRONT SLIDER

MK 5A-6

GUIDES (TYP.)

SIDE UHMW

MK 5A-7

GUIDES (TYP.)

BACK UHMW

MK 5A-1

MOUNT (TYP.)

BACK SLIDER

MK 4A-2

1" TANK BOTTOM PL.

3/8

ALL SLIDER

MOUNTS

3/8

BOTH SIDE

MOUNTS

SECTIONS C-C,D-D,E-E, AND F-F

1. SEE DWG 64W412-1A FOR GENERAL NOTES AND LOCATIONS OF

NOTES

SECTION F-F

SCALE: 2" = 1'

3/8

TYP.

MK. 5A-6

UHMW SLIDER (TYP.)

MANHOLE q

SLIDER

q

1" NPT SQ HD PLUG " Ø PIPE2

ALL CORNER WELDS (TYP.)

CONTINUOUS WATER TIGHT

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

3FT2

SECTION E-E

SCALE: 2" = 1'

ALL CORNER PL. AND BENT PL.

X 2 16

CONTINUOUS WELDS

ALL CORNER WELDS (TYP.)

CONTINUOUS WATER TIGHT

6" LONG

WT 4X7.5 (TYP.)

3/8

TYP.

" (TYP.)16

L3x3

(TYP.)

BENT PL. 6 x

3/8

TYP.

" PL. (TYP.)2

3/8

3/8

TYP. BENT PL. (TYP.)16

4.5"X

" PL. (TYP.)4

3'-10" 3'-10" q

SYMMETRICAL EXCEPT FOR PLUG AND PIPE

MK 5A-7

GUIDES (TYP.)

FRONT UHMW

3/8

TYP.

SLIDER

q

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 o t

D a t e

F i l e

N a m e

:1

:4

P

M

C

U s e r s \h e c x d e k

\D e s k to p

\R T

A \6

W

A .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

GUNTERSVILLE PROJECT

AUXILIARY LOCK

INITIAL ISSUE

DTM

2" = 1'-0"

XX

64W412-3A 0

0 - BJC - KLS NCB - - -

W_TVA

06 M

M64W412-3A

CELRN #

CHIEF, CIVIL DESIGN BRANCH

DEK/BJC

JUN/22

PST LCT

DETAILS SHEET 2

DANIEL T. MOORE KRISTEN L. SMITH NICOLE C. BERGER

BENJAMIN L. ROHRBACH, P.E.

PHILIP EVANS, P.E., PMP

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

3FT2

MANHOLE COVER

MARK 64W412-3A-1 ASTM A572, GR50

MAKE 1 SCALE: 3" = 1'

3'

ON 22" BOLT CENTER

" BOLT EQUALLY SPACED8

FOR

" DIA.16

DRILL 12 HOLES

8" PL.

DETAIL A2

SCALE: 3" = 1'

DETAIL B2

SCALE: 3" = 1'

VIEW C2

SCALE: 2" = 1'

3/8

ALL SLIDER

MOUNTS

LIFTING BELL

MARK 64W412-3A-3 ASTM A572, GR50

MAKE 1 SCALE: 3" = 1'

I

I

SECTION I-I

SCALE: 3" = 1'

H

H

SECTION H-H

SCALE: 2" = 1'

" BAR4

1/4

TYP.

(R

E F

"(REF)4

MK 3A-3

LIFTING BELL

MK 3A-1

MANHOLE COVER

(3/8)

SYMMETRICAL EXCEPT FOR PLUG AND PIPEq

" RETURN BEND2

1/4

1/4

MK 64W412-3A-1

MANHOLE COVER

3/8

MK 4A-1

TANK TOP PL.

MK 4A-3

TANK STIFFENER (TYP.)

(PAINTED)

ASTM A53

EXTRA STRONG

" VENT PIPE2

MK 4A-2

TANK BOTTOM PL

" SHELL PL4

3/8

ALL SIDE

SLIDER MOUNTS

1/4

3/8

3/8

1/4

1/4 MK 64W412-4A-1

1" TANK TOP

SECTION G-G

SCALE: 3" = 1'

1/4

ALL INSIDE

STIFFENERS

EXISTING STOP HOOK

GASKET

" THICK RUBBER16

q

2. SEE DWG 64W412-1A FOR GENERAL NOTES.

BITT INSTALLATION.

1. STOP HOOK ANGLE MAY NEED ADJUSTING TO ACCOMIDATE

GENERAL NOTES:

MK 4A-1

TOP PLATE

TACK WELD (TYP.)

STEEL (TYP.)

EXISTING EMBEDDED

06 4 2 6IN

SCALE: 3''= 1'-0''

1/4

TYP.

1/4

G

TYP. FOR TANK

TOP & BOTTOM

PL'S NOTE 6

EXISTING PIN

MK 5A-1

BACK SLIDER MOUNT

MK 5A-7

BACK UHMW GUIDE

1X5X10 PL.

MK 4A-6

LIFTING LUG (TYP.)

1'-11"

(REF)"8

2'-1

MK 5A-7

FRONT UHMW GUIDE

1'-11"

"(REF)2

2'-5

3/8

ENTIRE SIDE

MOUNT TO TANK

"8

TANK TOP PLATE

MARK 64W412-4A-1 ASTM 572 GRADE 50

MAKE 1 SCALE: 2" = 1'

1" PL.

TANK STIFFENER

MARK 64W412-4A-3 ASTM A572, GR 50

MAKE 4 SCALE: 2" = 1'

"4

4"4

9 "4

2 8" "4

TOP SUPPORT PLATE

MARK 64W412-4A-5 ASTM 572 GRADE 50

MAKE 1 SCALE: 2" = 1'

4" PL.

AND PLUG HOLE

EXCEPT PIPE

SYMMETRICALq

BOTTOM SUPPORT PLATE

MARK 64W412-4A-4 ASTM 572 GRADE 50

MAKE 1 SCALE: 2" = 1'

TANK BOTTOM PLATE

MARK 64W412-4A-2 ASTM 572 GRADE 50

MAKE 1 SCALE: 2" = 1'

4" PL.

SEE NOTE 2

" XS PIPE2

ASTM A53 1

MACHINE CUT TO FIT

1" PL

LIFTING LUG

MARK 64W412-4A-6 ASTM A572, GR50

MAKE 2 SCALE: 3" = 1'

1" PL

ON 22" BOLT CENTER

" BOLT EQUALLY SPACED8

" FOR16

DRILL 12 HOLES

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 o t

D a t e

F i l e

N a m e

:1

:2

P

M

C

U s e r s \h e c x d e k \D e s k to p \R

T A

\6 W

A

.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

GUNTERSVILLE PROJECT

AUXILIARY LOCK

INITIAL ISSUE

DTM

2" = 1'-0"

XX

64W412-4A 0

0 - DEK - KLS NCB - - -

W_TVA

06 M

M64W412-4A

CELRN #

CHIEF, CIVIL DESIGN BRANCH

DEK/BJC

JUN/22

PST LCT

DETAILS SHEET 3

DANIEL T. MOORE KRISTEN L. SMITH NICOLE C. BERGER

BENJAMIN L. ROHRBACH, P.E.

SHOP DRAWINGS FOR APPROVAL.

CONTRACTOR AS NEEDED TO FIT INSIDE OF THE TANK SHELL. SUBMIT

4. DIMENSIONS OF TANK STIFFENERS SHALL BE REVISED BY THE

MOVEMENT. EDGES WILL BE GROUND SMOOTH.

3. PIPE HOLE WILL BE CUT AS NECESSARY TO INSERT PIPE AND PREVENT

2. FOR PAINTING INSTRUCTIONS SEE SPECIFICATIONS 09 97 02.

1. SEE DWG 6W412-1A FOR GENERAL NOTES.

NOTES:

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

3FT2

06 4 2 6IN

SCALE: 3''= 1'-0''

"4

1'-5 "4

1'-0

8"PL.

SIDE UHMW GUIDES

MARK 64W412-5A-6 UHMW

MAKE 8 SCALE: 3" = 1'

"2

1"2

1 3"

6"

FRONT AND BACK UHMW GUIDES

" THICKNESS)8

MARK 64W412-5A-7, (2

MAKE: 4 (BACK UHMW GUIDES) SCALE: 3" = 1'

6"

"2

13"

FRONT AND BACK SLIDER MOUNTS

MARK 64W412-5A-1 ASTM A572 GRADE 50

MAKE 8 SCALE: 6"=1'

SIDE RAIL SLIDER MOUNNTS

MARK 64W412-5A-2 ASTM A572 GRADE 50

MAKE 8 SCALE: 6"=1'

"2

THE TOP AND BOTTOM PLATES.

BOTTOM PLATES. THE BOTTOM OF THE MOUNTS WILL BE WELDED TO

BOTTOM. THIS WILL ALLOW FOR A FLUSH FITTING WITH THE TOP AND

7. FRONT AND BACK SLIDER MOUNTS WILL BE FREE OF WELDS ON THE

PROJECT SITE.

6. STOP HOOK, STOP BRACKET, AND STOP PIN WILL BE ORIGINAL AT

PROJECT.

DUE TO SHIFTED CONCRETE FOR PLACEMENT OF THE FMB AT THE

THICK EVERYWHERE ELSE. FIELD MODIFICATIONS WILL BE NECESSARY

" 8

GUIDES WILL INITIALLY BE 3" THICK FOR THE SIDE RAIL MOUNTS AND 3

5. RECOMMENDED UHMW PLASTIC CUTS ARE SHOWN HERE. UHMW

PROVIDED BY THE CONTRACTOR.

" LG CAP SCREWS OR COUNTERSUNK BOLTS SHALL BE 2

" x 28

4.

APPROVAL.

DATA FOR " BELOW GUIDE SURFACE. SUBMIT UHMW PRODUCT4

CONTRACTOR. TOP OF (ALLEN) BOLT HEADS SHALL BE COUNTER SUNK

3. UHMW PLASTIC GUIDE INSTALLATION SHALL BE DONE BY THE

2. FOR PAINTING INSTRUCTIONS SEE SPECIFICATION 09 97 02.

1. SEE DWG 64W412-1A FOR GENERAL NOTES.

NOTES:

(DO NOT DRILL THROUGH)

" THREADS4

MIN. 1

CAP SCREW (NOTE 4) WITH

" LG2

" X 2 8

DRILL & TAP

(DO NOT DRILL THROUGH)

" THREADS4

MIN. 1

CAP SCREW (NOTE 3) WITH

" LG2

" X 2 8

DRILL & TAP

"2

3/8

3/8

(TYP.)

SEE NOTE 7

NO WELD NEEDED ON BOTTOM

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 o t

D a t e

F i l e

N a m e

:1

:0

P

M

C

U s e r s \h e c x d e k

\D e s k to p

\R T

A \6

W

A .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

GUNTERSVILLE PROJECT

AUXILIARY LOCK

INITIAL ISSUE

DTM

XX

DETAILS SHEET 4

64W412-5A 0

0 - PST DEK LCT - KLS NCB - - -

W_TVA

06 M

M64W412-5A

CELRN #

PST

DEK/BJC

LCT

JUN/22

CHIEF, CIVIL DESIGN BRANCH

3"= 1'-0"

06 4 2 6IN

SCALE: 3''= 1'-0''

DANIEL T. MOORE KRISTEN L. SMITH NICOLE C. BERGER

BENJAMIN L. ROHRBACH, P.E.

PHILIP EVANS, P.E., PMP

03 2 1 3IN

SCALE: 6''= 1'-0''

" THICKNESS)2

MARK 64W412-5A-7, (2

MAKE: 4 (FRONT UHMW GUIDES)

GENERAL OVERVIEW

SCALE: 1" = 1'

FRAME VIEW

SCALE: 1" = 1'

COMPONENT VIEW

BILL OF MATERIALS

DESCRIPTIONITEM

3/16" RUBBER GASKET1

5/8" X 2 1/2" LG CAP

SCREW

SIDE UHMW GUIDES3

FRONT & BACK UHMW

GUIDES

5/8" Hex Nut5

Square Head Plug6

MANHOLE COVER7

5/8 "Hex Bolt - UNC

(Regular Thread - Inch)

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 o t

D a t e

F i l e

N a m e

:1

:4

P

M

C

U s e r s \h e c x d e k \D e s k to p \R

T A

\6 W

A

.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

GUNTERSVILLE PROJECT

AUXILIARY LOCK

INITIAL ISSUE

DTM

1" = 1'-0"

XX

64W412-6A 0

0 - DEK - KLS NCB - - -

W_TVA

06 M

M64W412-6A

CELRN #

CHIEF, CIVIL DESIGN BRANCH

DEK/BJC

JUN/22

PST LCT

GENERAL OVERVIEW

0 11 2FT

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

DANIEL T. MOORE KRISTEN L. SMITH NICOLE C. BERGER

BENJAMIN L. ROHRBACH, P.E.

3. BILL OF MATERIALS IS FOR INFORMATION ONLY.

SIZES SHOULD USE DRAWINGS 64W412-1A THRU 64W412-5A.

2. 3-D REPRESENTATION IS FOR CONFIGURATION ONLY. DIMENSIONS AND

1. SEE DWG 64W412-1A.

NOTES:

SCALE: 1

2" = 1'