Attch 2_RFQ W912P522Q0041_Plans.pdf

Submitted:

Michelle Anderson, P.E.

(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:

Jonathan D. Bartusiak, P.E.

Chief, Structural Section

Approved:

M. Philip Evans, P.E., PMP

Chief, Civil Design Branch

Project Engineer

Approval Recommended:

Plans For Nickajack Lock

Bulkhead Storage Rack

Tennessee River

Nickajack Lock

W912P5-22-Q-0041

July 2022

Certified Final Documents - RTA

Nashville District of Engineers

US Army Corps

ANDERSON.MICHELLE.1538722339 Digitally signed by ANDERSON.MICHELLE.1538722339 Date: 2022.07.21 12:03:40 -05'00'

BARTUSIAK.JONATHAN.DANIEL.1234015547 Digitally signed by BARTUSIAK.JONATHAN.DANIEL.1234015547 Date: 2022.07.26 14:15:54 -05'00'

EVANS.MARK.PHILIP.1152793533 Digitally signed by EVANS.MARK.PHILIP.1152793533 Date: 2022.07.25 22:31:41 -05'00'

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

SECTION D - D

DO NOT ALTER MANUALLY

C.A.D. DRAWING

DISCIPLINE

INTERFACE

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

F

E

7 8 9 10

D

C

B

11 12

A

W_TVA

C 764W600-1

Fi le

N am e

Pl ot

D at e

Pl ot

T im e

W

0-

R

/1 1/

:0

3:

pm

REV NO.TASK COMPLETED BY:

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

REVIEWED BY: APPROVED BY:

AS CONST

NO.

REV.

DATE DRWNDSGN CHKD RVWDSUPV APPD PROJECTISSD ID CD

REV

SUBMITTED BY:

APPROVED BY:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

US Army Corps of Engineers Nashville District

807 C

CELRN

CHIEF, CIVIL DESIGN BRANCH

BENJAMIN L. ROHRBACH, P.E.

M. PHILIP EVANS, P.E., PMP

64W600-1JUNE/22

BULKHEAD STORAGE RACK

M. ANDERSON

R. HARRIS

W. SHERRY

AUXILIARY LOCK

NICKAJACK PROJECT

INITIAL ISSUE

0 06/29/2022R MA RCH WPS JDB

ISOMETRIC VIEW

ELEVATION

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

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

PLAN A - A

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

SECTION B - B

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

ELEVATION C - C

SCALE: 1" = 1'-0"

SECTION F - F

TYPICAL SECTION AT UPPER GUIDE

SCALE: 1" = 1'-0"

SECTION E - E

TYPICAL SECTION AT LOWER GUIDE

TYPICAL DETAIL (4 PLACES)

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

SCALE: 1" = 1'-0"

SECTION G - G

TYPICAL SECTION AT UPPER GUIDE POST

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

BULKHEAD CLEARANCE DETAIL

(TYP)

(TYP)

(T

YP

(TYP)

(TYP)

5 (TYP)

(TYP)

(T

YP

(T

YP

(T

YP

(TYP)

(TYP)

(T

YP

O/O

O /O

3/16

TYP

CJP (TYP)

ASSEMBLY WEIGHT: 13,888 LBS / 6.94 TONS

41,000 LBS / 20.5 TONS

BULKHEAD STORAGE RACK WITH TWO BULKHEADS IS

8) APPROXIMATE TOTAL LIFTING WEIGHT OF ONE

CURRENT AWS D1.1.

ALL WELDING SHALL CONFORM TO THE PROVISIONS OF

SHALL CONFORM TO ASTM A572 GRADE 50.

7) UNLESS OTHERWISE SHOWN, STRUCTURAL STEEL

RADIUS MINIMUM, TYPICAL.

PROCEDURES. SIZE WELD ACCESS HOLES TO 1.5"

REQUIRDED PER AWS D1.1 FOR SELECTED WELD

OF WELD PREPARATIONS AND ACCESS HOLES

FABRICATOR TO DEVELOP PROPER SIZE AND GEOMETRY

SHOWN FOR CJP WELDS ARE ILLUSTRATIVE IN NATURE.

6) WELD PREPARATIONS AND WELD ACCESS HOLES

1/4" UNLESS OTHERWISE NOTED.

5) ALL FILLET WELDS SHOWN ON THIS DRAWING TO BE

MINIMUM.

4) WELD LENGTHS SHOWN ON GUSSET PLATES ARE

3) ALL GUSSET PLATES TO BE 1/2" THICK.

REQUIREMENTS.

EXTENT POSSIBLE, TAKING INTO ACCOUNT SHIPPING

2) SHOP ASSEMBLE STORAGE RACKS TO THE FULLEST

1) FABRICATE TWO BULKHEAD STORAGE RACKS.

GENERAL NOTES:

C C

W T4

X1 0.

W10X68

W12X53

WT4X10.5

WT4X

.5

WT4X

.5

AA

BB

W8X15 W8X15

W12X53

CJP (TYP)

C C

7"

W T4

X1 0.

OF THIS ELEVATION

SYMMETRICAL ABOUT CENTER LINE

NOTE: BRACING WORK POINTS ARE

3-SIDES

(TYP)

WT6X8

WT6X8

W12X53

'-1

1/

2"

14'-11 3/4"

7/

'-5

1/

'-4

3/

/1

6"

3/4"

1'-0 5/16"

1'-4 13/16"

1' -3

7/

1'

-6 7/

8" 1/4

TYP

1 1/2"Ø

DRAIN HOLE

(TYP, 12 PLACES)

3/16

TYP

W10X68

W8X15

W10X68

1' -9

1/ 8"

W10X68

5' -6

3/ 4"

CJP (TYP)

14'-11 3/4"

WT6X8 (TYP)

1' -7

5/

W8X15

F F

W10X68

WT6X8

WT6X8

WT6X8

G G

10 3/8"

2'-1 7/8"

1' -7

5/

1'

-2 1/

1' -2

1/

3"

3/

WT4X10.5

W8X15

W10X68 W10X68

W

X5

1' -2

1/

WT4X10.5WT4X10.5

WT4X10.5

WT4X10.5

W8X15

WT4X10.5

W12X53

W12X53

W12X53

W8X15

(TYP, 6 PLACES)

D D

TYP

3' -7

7/

TYP

WT4X10.54'-1 7/8"

WT4X10.5

2' -4

9/

2'

-4 9/

3' -7

7/

'-0

4'-1 7/8"3'-4"3'-4"

1' -2

1/

10 3/8"

13'-3"

3"

OF THIS ELEVATION

SYMMETRICAL ABOUT CENTER LINE

NOTE: BRACING WORK POINTS ARE

W

X6

W 8X

W10X68

W12X53

7' -0

/1

6"

W

X6

E E

W10X68

CJP (TYP)

TYP

W T4

X1 0.

W T4X10.5

W T4

X1 0.

3-SIDES

(TYP)

TYP

WT6X8

WT6X8 1

12'-0"

3'-2 5/8"1'-7 5/16"1'-2 1/16"1'-2 1/16"1'-7 5/16"3'-2 5/8"

4 1/2"

5' -1

1/

4"

7' -0

/1

6"

3/ 8"

11 1/8"

1' -5

9/

1' -1

7/

1'-0 11/16"

3' -1

7/

1'-1 11/16"

/1 6"

7"

4"

PL1"X4"

PL1"X8"

PL1"X3 13/16"

3/8 3/8

TYP

5"

4 3/8"

4 3/8"

20°12

/1 6"

1' -2

1/ 2"

PL1"X4"

3/8 3/8

TYP

PL1"X8"

4 3/8"

5/

8" 1'

-1 0"

5"

TYP

3 5/16"

R 3 1/2

PL 3/8"X5 1/2"

(NS & FS)

W10X68 2 1/8"Ø

LIFTING HOLE

(IN COLUMN AND PLATES)

7/

5 3/16"5 3/16"

1/

2"

5 1/2"

3 5/16"

A ROUNDED FINISH

FABRICATE TO ACHIEVE

W8X15

1' -2

" 2 7/8"

2 7/8"

WITHIN THE CONTRACT DRAWING FOLIO.

PLEASE REFER TO THE REFERENCE DRAWINGS INCLUDED

FOR FURTHER INFORMATION REGARDING EXISTING BULKHEADS,

FROM THE EXISTING BULKHEAD DRAWINGS.

DIMENNSIONS OF EXISTING BULKHEADS WERE DERIVED

CENTERED IN BOTH DIRECTIONS IN RACK. OUT TO OUT

OUT TO OUT OF BULKHEAD WHEN BULKEAD IS PLACED

NOTE: DIMENSIONS SHOWN ARE CLEARANCE BASED ON

BULKHEAD

BULKHEAD

7/

4 5/8"

7/

13'-4 1/2"

1' -8

1/ 4"

3/8