W912P519B0015_RTA_TPlans_Amendment_0001.pdf

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2019-08-21T08:36:15-0500

GRIFFIN.ZACHARY.W.1550202200

2019-08-22T06:33:04-0500

BAULSIR.ROBERT.W.III.1258321525

2019-08-22T12:42:09-0500

ROHRBACH.BENJAMIN.L.1231966729

2019-08-22T14:03:45-0500

TOOLE.JUSTIN.RICHARD.1255472212

FOR IN

FORMATIO

N O

NLY

h3ecdbjc

Text Box

TRUSS ROLLER OPTION

-Redesign bushing for self lubricating -Re-machine pedestal for new bushing

12'-7"

10'-7•"

10'-7•"

11'-11"

MK- A1

L6X4X1/2 (LLH)

MK- B1

W14X90

MK- B2

MK- B2

MK- B3

W14X109

MK- B5

MK- B5

T

Y P

MK- B4

MK- B1

MK- C1

COLUMN (BELOW)

MK- C3

MK- C2

MK- C4

MK- C1

COLUMN

MK- C3

MK- C2

MK- C4

11'-6„" C/C OF JACKS

4 PLACES

JACK (BY OTHERS)

ENERPAC LPL1602

11'-6„" C/C OF JACKS

D

2 3

C

4 5

A

B

®of Engineers

US Army Corps

Nashville District

E

IDENTIFICATION

SHEET

U .S

R

M

O

S

F

N G

IN

H

V

IL

L

IS

IC

IG

W

IT

K

I

IZ

IO

IP

lo t im e t a te il m

F il e

/4

01 1 2FT

SCALE: ƒ''= 1'-0''

3 SIDES (TYP)

Q9-30/11

J

IV

FRONT FRONT

3 SIDES (TYP)

SECTION A-A SECTION B-B

Z

IF

* X-BRACING BEYOND NOT SHOWN FOR CLARITY * X-BRACING BEYOND NOT SHOWN FOR CLARITY

5. PAINT TO BE ONE SHOP COAT STANDARD PRIMER.

4. CLEAN TO BE SSPC-SP3.

3. ALL WELDS TO BE ‚" FILLET UNLESS NOTED.

2. ALL WELDS TO BE MADE WITH 70KSI ELECTRODES.

1. PROVIDE THREE PEDESTALS. (ESTIMATED WEIGHT PER = 16200.0 LBS.)

SHOP NOTES:

6 11'-11"

BILL OF MATERIAL

QTY. SIZE LENGTH

2 3

4 5

®of Engineers

US Army Corps

Nashville District

IDENTIFICATION

SHEET

.S

IS

IG

W

I

IZ

t t il m

F il e

/4

PC MK

B1

B2 6

B3 3 W14X109

B4 3 W14X109

B5 6 W14X109

C1 3

8'-11•

8'-11Œ

11'-3"

B6

P8

P9

W14X109 14'-0" 1526.0

4'-6"

0'-10"

P ƒ X 14"

P ƒ X 10"

P † X 10"

P • X 10"

P … X 10"

P Š X 10"

C2 3 11'-3"

C3 3 11'-3"

C4 3 11'-3"

A1 12

A2 12 12'-6ƒ

A3 12 13'-0"

P6 6 P • X 8" 0'-8"L

L6X4X•

11'-11‚

P1 48 P • X 6ƒ 1'-0Œ

P2 P • X 6ƒ 1'-0†

P3 24 1'-11ƒ

P4 24 1'-10‚

P5 24 1'-11Š

1072.5

1012.5

1371.6

1371.6

976.46

806.72

P • X 1'-1ˆ

P • X 1'-1ˆ

P • X 1'-0Š

Q9-30/12

IA

IV

P11

P12

P13

193.39

203.51

210.6

4.43

11.5

21.1

23.8

11.47

23.77

160.78

21.27

17.72

14.18

10.63

8.86

87140.52TOTAL MATERIAL WEIGHT

WEIGHT/PC WEIGHT/TOTAL

3037.5

4114.8

4114.8

2527.2

550.56

570.48

964.68

42.54

106.32

56.72

127.56

6435.00

4840.32

5858.76

2320.68

2442.12

26.58

621.00

506.4

571.2

9156.00

141.76

Z

IF

12 14'-0"LP14

COMMENTS

A4 12 10'-0"L6X4X… 123.0 1476.0

P 1" X 4'-0" 2284.5 27414.0

16 15'-0"

0'-6"120 ƒ} ALL THREAD ROD

•} HEX LAG BOLT

TEMPORARY SUPPORT LAYDOWN PAD

ƒ} A563 HEAVY HEX NUTS ƒ} F436 WASHERS

PLAIN MATERIAL - SHIMS - SHIP LOOSE

PLAIN MATERIAL - SHIP LOOSE

PLAIN MATERIAL - SHIP LOOSE

12 0'-2"LP …" X 0'-2"P7

P10

0.42 SHIMS FOR ALL THREAD ROD - SHIP LOOSE5.04

TEMPORARY SUPPORT PEDESTALS

PLAIN MATERIAL - DISTRIBUTION BEAMS - SHIP LOOSE

Idler Sheave OPTION

Inspect and refurbish

Inspect and refurbish

Inspect and machine

Replace

WIRE ROPE OPTION

Callout

Callout

Inspect / reinstall spacer

CVR_Em Gate Repair q9-30^20 q9-30^23 q9-30^24 q9-30^25 q9-30^26 q9-30^27 q9-30^1.5 q9-30^2.5 q9-30^3.5 q9-30^4.2 q9-30^5.3 q9-30^6.3

BAR_GateRehab_Folio

CVR_Rehab q9-30^1.5 q9-30^2.5 q9-30^3.5 q9-30^4.2 q9-30^5.3 q9-30^6.3 q9-31^1.4 q9-31^7.3 q9-31^13