W912P521Q0044 RTA TPlans.pdf

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 PROJECTISSD ID

CD

REV

DISCIPLINE

INTERFACE

SUBMITTED BY:

APPROVED BY:

F ile

N am e

P lo t D a te

P lo t

T im e

F ile

D a te

T im

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

12" = 1'-0"

XX

MAIN LOCK

110' X 600'

MAIN VALVES

BULKHEADS

GENERAL NOTES

WILSON PROJECT

7 64W381-9 0

INITIAL ISSUE

- - DTM KLS NCB - - -

W_TVA

07 C

C 764W381-9

CELRN #

SJR

CHIEF, CIVIL DESIGN BRANCH

SJR

SMS

JUN/21

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

ROBERT W. BAULSIR III, P.E.

BENJAMIN L. ROHRBACH, P.E.

SJR SJR SMS

US Army Corps of Engineers Nashville District

1. THE CONTRACTOR SHALL FABRICATE, ASSEMBLE, PAINT

AND DELIVER THE BULKHEADS IN ACCORDANCE WITH

THE CONTRACT PLANS AND SPECIFICATIONS. SEE

SPECIFICATION SECTION 01 00 00 FOR DELIVERY

INFORMATION.

2. DEFICIENCIES, INACCURACIES, OMISSIONS OR

INTERFERENCES DISCOVERED BY THE CONTRACTOR

RELATED TO FABRICATION SHALL BE IMMEDIATELY

BROUGHT TO THE ATTENTION OF THE GOVERNMENT SO

THAT ALL ISSUES CAN BE RESOLVED TO MINIMIZE

DELAYS.

3. THE DIMENSIONS SHOWN ARE THE FINAL DIMENSIONS.

ALLOWANCES SHALL BE MADE FOR STRUCTURAL STEEL

DIMENSION VARIANCES, SHRINKAGE AND DISTORTION

DUE TO WELDING, ETC. THE CONTRACTOR SHALL

PROVED SUFFICIENT MATERIAL TO ALLOW FOR

REQUIRED MACHINING, WHERE REQUIRED.

4. DIMENSIONAL TOLERANCES ARE DEFINED IN THE

CONTROL DIMENSION SHEETS, SPECIFICATION 05 59 20,

AND THE GENERAL REQUIREMENTS OF AWS D1.5. THE

MOST RESTRICTIVE DIMENSIONAL TOLERANCE SHALL

APPLY. THE CONTRACTOR SHALL RECORD THE

MEASUREMENTS AS IDENTIFIED IN THE CONTROL

DIMENSION SHEETS AND SUBMIT TO THE GOVERNMENT.

FAILURE TO MEET THE SPECIFIED DIMENSIONAL

TOLERANCES SHALL BE GROUNDS FOR REJECTION.

5. STRUCTURAL STEEL FOR BULKHEADS SHALL BE AS

FOLLOWS:

SKIN PLATE - ASTM A709 GRADE 50F

STRUCTURAL SHAPES - ASTM A709 GRADE 50T

SLOT GUIDES - ASTM A709 GRADE 50T

BARS AND PLATES - ASTM A709 GRADE 50T

LIFTING LUGS - ASTM A709 GRADE 50F

SPRING PLATE - SPRING STEEL GRADE 6150

FOR ANY ITEMS NOT LISTED ABOVE, THE MATERIAL SHALL

BE ASSUMED TO BE ASTM A709 GRADE 50T ZONE 2.

6. ASTM A709 GRADE 50T SHALL MEET THE IMPACT TEST

REQUIREMENTS SPECIFIED IN ASTM A709-18 TABLE 11

FOR ZONE 2.

7. ALL MEMBERS IDENTIFIED AS FRACTURE CRITICAL

MEMBERS (FCM) SHALL BE FABRICATED WITH FRACTURE

CRITICAL WELDS (FCW) IN ACCORDANCE WITH AWS D1.5

AND THE SPECIFICATIONS. ADDITIONALLY, FCW ARE

IDENTIFIED IN THE TAIL OF THE WELD SYMBOLS

THROUGHOUT THE PLANS. WHERE FCW DESIGNATION ON

WELDS FOR FCM WAS OMITTED DUE TO OVERSITE, THE

WELDS SHALL BE CONSIDERED FCW. MANY OF THE

WELDS IDENTIFIED AS FCW WERE LABELED FCW FOR

CONVENIENCE. THE CONTRACTOR SHALL VERIFY ALL

FCW AND NON-FCW WELDS ON THE DRAWINGS AND

NOTIFY THE GOVERNMENT OF ANY DISCREPENCIES.

8. WELDING ON THE BULKHEAD SHALL CONFORM TO AWS

D1.5 AS NOTED IN THE SPECIFICATIONS. ANY WELDING

THAT IS NOT SHOWN ON THE PLANS WILL NOT BE

PERMITTED EXCEPT BY WRITTEN PERMISSION FROM THE

CONTRACTING OFFICER AND ENGINEER OF RECORD.

9. WELDING SEQUENCE AND TECHNIQUE SHALL BE

CAREFULLY CONTROLLED TO MINIMIZE LOCKED-UP

STRESSES AND DISTORTION, AND SHALL BE SUBJECT TO

THE APPROVAL OF THE CONTRACTING OFFICER.

10. PROVIDE WELD ACCESS HOLES AS SPECIFIED IN THE

PLANS TO PREVENT INTERSECTING WELDS. ALL WELD

ACCESS HOLES SHALL BE CLEARLY IDENTIFIED ON SHOP

DRAWINGS. SEE SPECIFICATION SECTION 05 59 20 FOR

DETAILS REGARDING WELD ACCESS HOLES THAT WERE

OMITTED IN THE PLANS. THE CONTRACTOR SHALL NOTIFY

THE CONTRACTING OFFICER OF ANY DETAIL WHERE

INTERSECTING WELDS CANNOT BE PREVENTED, THESE

AREAS SHALL BE CLEARLY IDENTIFIED ON THE SHOP

DRAWINGS. MINIMUM SIZE OF WELD ACCESS HOLES

SHALL BE 1-1

2" RADIUS.

11. SHOP DRAWINGS SHALL BE SUBMITTED IN ACCORDANCE

WITH THE SPECIFICATIONS. THE CONTRACTOR SHALL

ADD WELDS THAT ARE UNDEFINED OR MISSING FROM

THE CONTRACTING DRAWINGS. SUCH WELDS SHALL BE

ADDED TO SHOP DRAWINGS AND CLOUDED FOR REVIEW

AND APPROVAL. MISSING OR UNDEFINED WELD SYMBOLS

IN THE CONTRACT DRAWINGS SHALL BE ASSUMED TO BE

CJP.

12. ALL WELDS SHALL BE CONTINUOUS AND WRAPPED

UNLESS OTHERWISE NOTED.SEE WELD WRAP DETAIL.

13. REINFORCING FILLET WELDS ARE SHOWN ON SOME

JOINTS IN THE DRAWINGS, BUT ADDITIONAL JOINTS MAY

REQUIRE REINFORCING FILLET WELDS PER AWS D1.5

REQUIREMENTS. THE SIZE OF THE REINFORCING FILLET

WELD SHALL BE THE MINIMUM SIZE FILLET WELD PER

AWS D1.5.

DRAIN HOLES SHOWN, IF NOT DIMENSIONED, SHALL BE

LOCATED IN THE CENTER OF THE PANEL WHERE SHOWN.

DRAIN HOLES SHALL BE DRILLED OR PLASMA CUT. FLAME

CUTTING OF HOLES IS PROHIBITED.

ALL SHARP EDGES SHALL BE BROKE TO A 1

16" RADIUS,

UNLESS OTHERWISE NOTED. A SHARP EDGE IS DEFINED AS

ANY EDGE THAT IS THE RESULT OF SHEARING, CUTTING,

OR MACHINING.

14.

15.

ALL FABRICATION SHALL BE PERFORMED BY AN AISC

CERTIFIED FABRICATOR. SEE SPECIFICATIONS FOR

REQUIRED AISC CERTIFICATION LEVEL. FABRICATION SHALL

BE ACCOMPLISHED IN AN INDOOR CLIMATE CONTROLLED

SHOP.

16.

GENERAL STRUCTURAL NOTES

STRESS RELIEVING SHALL BE PERFORMED ON INDICATED

WELDED ASSEMBLIES. SEE SPECIFICATION 05 59 20 FOR

ADDITIONAL DETAILS REGARDING STRESS RELIEVING.

FRACTURE CRITICAL MEMBERS THAT REQUIRE BENDING OR

ROLLING TO ACHIEVE THE REQUIRED GEOMETRY SHALL BE

PERFORMED WITH THE COMBINATION OF CONTROLLED

HEATING AND MECHANICAL MEANS. SEE SPECIFICATION 05 59

20 FOR ADDITIONAL DETIALS.

17.

18.

WRAP WELD AROUND END OF

ALL WELDED PLATES (TYP)

WELD ACCESS HOLE

WELD WRAP DETAIL

TYPICAL WELD WRAP

N.T.S

A A B

B

C

C

D D

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 PROJECTISSD ID

CD

REV

DISCIPLINE

INTERFACE

SUBMITTED BY:

APPROVED BY:

F ile

N am e

P lo t D a te

P lo t

T im

F ile

D a te

T im

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

12" = 1'-0"

XX

MAIN LOCK

110' X 600'

MAIN VALVES

BULKHEADS

GENERAL ARRANGEMENT

WILSON PROJECT

7 64W381-10 0

INITIAL ISSUE

- - DTM KLS NCB - - -

W_TVA

07 C

C 764W381-10

CELRN #

SJR

CHIEF, CIVIL DESIGN BRANCH

SJR

SMS

JUN/21

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

ROBERT W. BAULSIR III, P.E.

BENJAMIN L. ROHRBACH, P.E.

SJR SJR SMS

US Army Corps of Engineers Nashville District

17'-61 2"

W30x116

(TYP)

W30x116

(TYP)

SLOT GUIDE

W30x116

17'-61 2"

2"

W30x116

(TYP)

GENERAL ARRANGEMENT

ELEVATION VIEW

LOOKING UPSTREAM

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

EST. WT. = 33,600 LBS

VIEW B-B

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

SECTION C-C

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

VIEW A-A

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

* SEE NOTE 1

SLOT GUIDE

(TYP)

RUBBER SEAL

LIFTING LUG

(FCM)

SLOT GUIDE

SEE DETAIL 1

(SHEET 64W381-11)

RUBBER SEAL

'-1

(A

W30x116

(TYP)

SECTION D-D

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

REMOVE FLANGE OF

W30x116 THIS SECTION

SKIN PLATE 7 8"

2"X2-1/2"X189" BAR

W30X116

ISOMETRIC VIEW

LOOKING UPSTREAM

N.T.S

RUBBER SEAL

SEE DETAIL 3

(SHEET 64W381-11)

16'-8"

9" 9"2"Ø DRAIN HOLES @ 7 EQUAL SPACES

1/4

TYP

3"Ø WELD ACCESS HOLE

(TYP EACH GIRDER, EXCEPT

TOP AND BOTTOM GIRDERS)

3"Ø WELD ACCESS HOLE

(TYP)

CENTERLINE OF

SLOT GUIDE

SKIN PLATE

8"

'-2

'-2

'-2

'-2

'-2

CJP

(TYP)

CJP

(TYP)

8'-4"8'-4"

CJP

(TYP)

NOTES:

1. CONTRACTOR TO VERIFY LOCATION OF LIFTING LUG WITH ENTIRE

ASSEMBLY INCLUDING PAINT AND WELDS ACCOUNTED FOR.

2. SEE 61W381-12 FOR CONTROL DIMENSIONS TABLE.

CJP

(TYP)

CENTERLINE OF SLOT GUIDE

3"Ø WELD ACCESS HOLE

(TYP)

3'-515 16"

'-3

SEE LIFTING LUG DETAIL

(64W381-12)

VERTICAL W30x116

COPE TO HORIZONTAL GIRDER

(TYP)

WEB OF CENTER VERTICAL

W30x116. COPE TO

HORIZONTAL GIRDER

(TYP)

3/8

TYP

WEB OF HORIZONTAL W30x116 COPE TO END VERTICAL W30x116

(TYP)

2"Ø DRAIN HOLE

(TYP EACH GIRDER EXCEPT

TOP AND BOTTOM GIRDERS)

LEGIBLY ENGRAVE

"WIL BLKHD 1

WT. 33,600 LBS"

WITH THE NUMBER REPRESENTING

BULKHEAD 1 THRU 4 AND THE

WEIGHT BEING THE AS-BUILT WEIGHT

W30x116SKIN PLATE 7 8"

60°

ASSUMED SLING ANGLE

SKIN PLATE 7 8"

BEARING BAR

(TYP)

3/8

TYP

3/8

TYP

A

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 PROJECTISSD ID

CD

REV

DISCIPLINE

INTERFACE

SUBMITTED BY:

APPROVED BY:

F ile

N am e

P lo t D a te

P lo t

T im

F ile

D a te

T im

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

12" = 1'-0"

XX

MAIN LOCK

110' X 600'

MAIN VALVES

BULKHEADS

BULKHEAD DETAILS

WILSON PROJECT

7 64W381-11 0

INITIAL ISSUE

- - DTM KLS NCB - - -

W_TVA

07 C

C 764W381-11

CELRN #

SJR

CHIEF, CIVIL DESIGN BRANCH

SJR

SMS

JUN/21

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

ROBERT W. BAULSIR III, P.E.

BENJAMIN L. ROHRBACH, P.E.

SJR SJR SMS

US Army Corps of Engineers Nashville District

ISOMETRIC VIEW

LOOKING DOWNSTREAM

N.T.S

ELEVATION VIEW

LOOKING DOWNSTREAM

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

SKIN PLATE 7 8"

LIFTING LUG

'-1

2 "

SECTION A-A

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

SEE DETAIL 1

DETAIL 1

SCALE: 3" = 1'-0"

W30X116

RUBBER SEAL

SEE DETAIL 3 THIS SHEET

BAR 2"X2-1/2"X189"

ROUND EDGE CLAMP BAR 3-1/4"X1/2"

SEE TOP CLAMP BAR

(64W381-13)

R1"

SEE DETAIL 2

DETAIL 3

TOP AND BOTTOM SEALS

SCALE: 6" = 1'-0"

R11 8"

1"

2"CHAMFER 1 4" x 45°

RUBBER SEAL

SEE DETAIL 3

DETAIL 2

SCALE: 3" = 1'-0"

8"

BAR 2"X

8"

ROUND EDGE CLAMP BAR 3-1/2"X1/2"

SEE BOTTOM CLAMP BAR

(64W381-13)

BAR 2"X2-1/2"X189"

R1"

(5/16)

SEE SPRING DETAIL

SPRING DETAIL

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

SPRING PLATE DETAIL

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

'-2

R2'-0"

'-3

PLATE

8"

SECTION B-B

SCALE: 3" = 1'-0"

RETAINER DETAIL

SCALE: 3" = 1'-0"

R5 16"

SKIN PLATE OUT TO OUT DIMENSION

GIRDER OUT TO OUT DIMENSION

S K

IN

P

LA

T

E O

U T

T O

O U

T D

IM

E

N S

IO

N

17'-61 2"

17'-51 2"

4"

4"

3/16

TYP

PLATE 1/4"

SEE SPRING PLATE DETAIL

4"

4"

SEE RETAINER DETAIL

7"

4"

11/16"Ø HOLE

PLATE 1/4"

PLATE 1/4"

SKIN PLATE 7 8"

W30x116 FLANGE

8"

SEE RETAINER PLATE

RETAINER PLATE

SCALE: 3" = 1'-0"

7"

2"

R1 4"

8"

SKIN PLATE 7/8"

16"

BAR 1"X11/16"

1/4

4"

R1'-1"

R1'-1"

R5 16"

4"

COMPRESS SEAL TO 11

16"

COMPRESS SEAL TO 11

16"

STD 5 8" FLAT HEAD CAP BOLT

SEE SEAL BOLT 2

(64W381-13)

STD 5 8" HEX CAP BOLT

SEE SEAL BOLT 1

(64W381-13)

BAR 1"X

16"

2"

SEE SPRING PLATE DETAIL

COUNTERSINK FOR

SPRING RETAINER BOLT

(64W381-13)

SEE SPRING RETAINER BOLT

(64W381-13)

SKIN PLATE 7 8"

1/4

(5/16)

1/4

1/4

5/16

5/16

TYP

5/16

TYP

5/16

TYP

'-3

4 " (C

O U

T T

IP

O

F F

L A

N G

E T

O O

U T

T

IP

O F

F L

A N

G E

23'-8 1 8"

(B

SKIN

P

LATE C

O

RNER T

O

C

ORNER

5/16

TYP

3/8

5"

3"

16"

DRAINAGE CHANNEL

NOTES:

1. SEE 61W381-12 FOR CONTROL DIMENSIONS TABLE.

23'-8 1 8 "

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 PROJECTISSD ID

CD

REV

DISCIPLINE

INTERFACE

SUBMITTED BY:

APPROVED BY:

F ile

N am e

P lo t D a te

P lo t

T im

F ile

D a te

T im

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

12" = 1'-0"

XX

MAIN LOCK

110' X 600'

MAIN VALVES

BULKHEADS

BULKHEAD DETAILS

WILSON PROJECT

7 64W381-12 0

INITIAL ISSUE

- - DTM KLS NCB - - -

W_TVA

07 C

C 764W381-12

CELRN #

SJR

CHIEF, CIVIL DESIGN BRANCH

SJR

SMS

JUN/21

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

ROBERT W. BAULSIR III, P.E.

BENJAMIN L. ROHRBACH, P.E.

SJR SJR SMS

A

A

B

C C

D

D

US Army Corps of Engineers Nashville District

R41 4"

PLATE 2"

PLATE 3/8"

4"

R4"

LIFTING LUG DETAIL

SCALE: 3" = 1'-0"

FRACTURE CRITICAL MEMBER

VIEW A-A

SCALE: 3" = 1'-0"

VIEW B-B

SCALE: 3" = 1'-0"

DETAIL 1

SCALE: 3" = 1'-0"

1/4

FCW

TYP

'-0

16"

R1"

PLATE 3/8"

R1"

8"

SECTION C-C

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

ELEVATION VIEW

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

DETAIL 2

SCALE: 6" = 1'-0"

16"

COMPRESS RUBBER SEAL TO 11

16"

ROUND EDGE CLAMP BAR 1 2"X4"

2"X2-1/2"X189" BAR

2"

(5/16)

W30x116

REMOVE SIDE FLANGE OF W30X116

16"X1" BAR3/8

1/43/8 3/8

TYP 3/8

3/8

TYP

STIFFENER PLATE 1/2"

TOP GIRDER ONLY

STIFFENER PLATE 1/2"

TOP GIRDER ONLY

SECTION D-D

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

2' -2

DETAIL 3

RUBBER SIDE SEAL

SCALE: 6" = 1'-0"

RUBBER SIDE SEAL

SEE DETAIL 3

1"

R11 8"

4"

CHAMFER 1 4" x 45°

SEE DETAIL 2

R5 16"

STD 5 8" HEX CAP BOLT

SEE SEAL BOLT 1

(64W381-13)

4'-101 16"

R1 16"

R11 2"

STIFFENER PLATE 1 2"

SEE SECTION C-C FOR LOCATIONS

TOP GIRDER ONLY

1'-2"

1/4

FCW

TYP

1/4

FCW

TYP

5/16

TYP

3/8

17'-311 16" (D)

5/16

TYP

'-2

7"

1'-15 16"

R11 2" R11

2" R11

2"

PLATE

8"

4'-101 16"

R11 2"

OUT CORNER OF GIRDER TO OUT TIP OF FLANGE

SKIN PLATE 7 8"

5/16

TYP

1/4

TYP

1/4

FCW

TYP

3/8

FCW

TYP

CJP

TYP

CJP

TYP

1/4

FCW

TYP

16" 11 EQ. SPACES = 15' - 9 16" 47

16"

CONTROL DIMENSIONS*

DIMENSION LABEL DIMENSION DESCRIPTION TOLERANCE

ACTUAL

DIMENSION

BULKHEAD 1

ACTUAL

DIMENSION

BULKHEAD 2

(OPTION 1)

ACTUAL

DIMENSION

BULKHEAD 3

(OPTION 2)

ACTUAL

DIMENSION

BULKHEAD 4

(OPTION 3)

ESTIMATED WEIGHT

(SINGLE BULKHEAD) ACTUAL WEIGHT

A 16'-15/16" HEIGHT OF END GIRDERS +/- 18" WT. = 33,600 LBS

B 23'-8 1/8"

SKIN PLATE CORNER TO

CORNER

+/- 18" BULKHEAD 1

C 16'-3 1/4"

OUTSIDE TIP OF FLANGE TO

OUTSIDE TIP OF FLANGE

+/- 18" BULKHEAD 2

D 17'-3 11/16"

OUTSIDE CORNER OF GIRDER

TO OUTSIDE TIP OF FLANGE

+/- 18" BULKHEAD 3

E 23'-7 7/8"

OUTSIDE CORNER OF SEAL TO

OUTSIDE CORNER OF SEAL

+/- 18" BULKHEAD 4

8" 25

16"

8"113

16"

PLATE 5 8"

2'-99 16" 1'-13

8" 4'-51 16" 4'-51

16" 1'-13 8" 2'-99

16"

3/8 3/8

TYP

3/8 3/8

TYP

CJP

TYP

*SEE SPECIFICATION 05 59 20 PARAGRAPH 2.2.8 CONTROL DIMENSIONS

8"Ø DRAIN HOLE

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 PROJECTISSD ID

CD

REV

DISCIPLINE

INTERFACE

SUBMITTED BY:

APPROVED BY:

F ile

N am e

P lo t D a te

P lo t

T im

F ile

D a te

T im

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

12" = 1'-0"

XX

MAIN LOCK

110' X 600'

MAIN VALVES

BULKHEADS

SEAL DETAILS

WILSON PROJECT

7 64W381-13 0

INITIAL ISSUE

- - DTM KLS NCB - - -

W_TVA

07 C

C 764W381-13

CELRN #

SJR

CHIEF, CIVIL DESIGN BRANCH

SJR

SMS

JUN/21

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

ROBERT W. BAULSIR III, P.E.

BENJAMIN L. ROHRBACH, P.E.

SJR SJR SMS

US Army Corps of Engineers Nashville District

'-4

17'-11 16"

2"

S

P A

C E

S

S

P A

C

S

P A

C

S

P A

C

S

P A

C

S

P A

C

S

P A

C

SEAL LAYOUT

SCALE: 1" = 1'- 0"

16'-89 16"

BOTTOM SEAL

SIDE SEAL

TOP SEAL

SIDE SEAL

SEE TOP CORNER DETAIL

TOP CORNER DETAIL

SCALE: 2" = 1' - 0"

VIEW A-A

SCALE: 1" = 1' - 0"

SEAL BOLT 1

N.T.S

3"x

8" STD HEX CAP BOLT

RUBBER WASHER 1

32" THICK

8" STD STEEL WASHER

8" STD STEEL LOCKWASHER

8" STD HEX NUT

3"

SEAL BOLT 2

N.T.S

3"

8" STD HEX NUT

8" STD STEEL LOCKWASHER

3"x

8" FLAT SOCKET CAP SCREW

'-1

4"

TOP CLAMP BAR

SCALE: 1" = 1' - 0"

BOTTOM CLAMP BAR

SCALE: 1" = 1' - 0"

16'-89 16"

16'-49 16"

2"

45 SPACES @ 4" = 15' - 0"

2"

SEE BOTTOM CORNER DETAIL

BOTTOM CORNER DETAIL

N.T.S

SEE NOTE 3

49 SPACES @ 4" = 16' - 4"

2"

16"31

2"

2"

REQUIRED BOLT ASSEMBLIES

ITEM PART

QUANTITY

(PER BULKHEAD) DESCRIPTION

SEAL BOLT 1 5/8" STD HEX CAP BOLT 140 ASTM F3125 Gr. A325 (GALV. STEEL)

SEAL BOLT 2 5/8" STD FLAT SOCKET CAP SCREW 50 ASTM F835 (BLACK OXIDE, STEEL)

SPRING RETIANER BOLT 3/4" STD FLAT SOCKET CAP SCREW 16 ASTM F835 (BLACK OXIDE, STEEL)

SPRING RETAINER BOLT

N.T.S

2"

4" STD STEEL LOCKWASHER

4" STD FLAT SOCKET CAP SCREW3

4" STD HEX NUT

16" HOLE COUNTERSUNK

FOR SEAL BOLT 2 (TYP)

16" HOLE FOR

SEAL BOLT 1 (TYP)

16" HOLE FOR

SEAL BOLT 1 (TYP)

'-7

7 8

E)

O

UT C

O

RNER T

O O

UT C

O

RNER

NOTES:

1. SEE 61W381-12 FOR CONTROL DIMENSIONS TABLE.

2. RUBBER SEALS SHALL BE ONE CONTINUOUS PIECE. SPLICES

ARE PERMITTED WHERE SHOWN.

3. CORNER TO BE MANUFACTURED AS ONE PIECE.

1'-0"

VULCANIZED

WATERTIGHT JOINT

CORNER TO BE

MANUFACTURED

AS ONE PIECE

VULCANIZED SPLICE

LOCATION