A. Attachemnt 02 Drawings_BONN2GENERATORGUIDEBEARING8.20.19.pdf

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MMMMMMMMM YYYY

OREGON

WASHINGTON

LONGVIEW

VANCOUVER

ASTORIA

PORTLAND

SALEM

P A C I F I C

O C E A N

INTERSTATE

INTERSTATE

INTERSTATE

W I L

L A

M E

T T

E

R E

V I

R

HOOD RIVER

THE DALLES

COLUMBIA RIVER

L O

C K A

N D D

A M

J O

H N D

A Y

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C K A

N D D

A M

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C K A

N D D

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DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT

THIS PROJECT WAS DESIGNED BY THE HYDROELECTRIC DESIGN CENTER OF THE U.S. ARMY CORPS OF ENGINEERS.

BONNEVILLE LOCK AND DAM

COLUMBIA RIVER

Portland District of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

GENERATOR GUIDE BEARINGS

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SECOND

JAMES D. CALNON, P.E.

CHIEF, MECHANICAL/STRUCTURAL BRANCH

JORDAN S. FINK, P.E.

CHIEF, ELECTRICAL BRANCH

STEVEN R. MILES, P.E.

DIRECTOR, HYDROELECTRIC DESIGN CENTER

DATEDATE

DATE

SUBMITTED BY: APPROVED BY:

SUBMITTED BY:

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US Army Corps

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IN

INDEX TO DRAWINGS

GENERAL

FILE NUMBER

NO.

SHEET

TITLE FILE NUMBER TITLE

REFERENCE

REQ'D

AS-BUILT

INDEX TO REFERENCE DRAWINGS

3/4"-10UNC x 1.92" DEEP 1/4"-20UNC x 1" DEEP

2.59"

4.5"

9"

SEE NOTE 2

3.25"

R 1/16" TYP

.0

2.812"

8"

.7

.5

-0.005"

Ø52.065" +0"

.25" BABBIT THICKNESS

.9

.5

13.09"

.0

R .0625" TYP

.18"

.7

.5

.5

.5

NOTES:

SYMETRICAL EACH SIDE OF THE CONTROL LINE.

3. UNLESS OTHERWISE INDICATED, HOLES AND GROOVES ARE

(.125" R TYP).

2. BREAK SHARP EDGES FACE WHERE BABBITT IS APPLIED

1. SURFACE FINISH 125 UNLESS OTHERWISE NOTED.

ABBREVIATIONS:

UNIFIED COURSEUNC

TYPICALTYP

RADIUSR

CENTERLINECL

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K E

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PLAN

SCALE: 6" = 1'-0"

CL

SCALE: 6" = 1'-0"

ELEVATION

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US Army Corps

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SECTION

SCALE: 1" = 1"

C

SCALE: 1" = 1"

SCALE: 6" = 1'-0"

ELEVATION

B D

P -5 .0

M -1

X X

X .D

G N

A N

S

1/4"-20UNC x 1" DEEP

2.59"

3.25"

R 1/16" TYP

.0

2.812"

8"

.7

.5

-0.005"

Ø58.062" +0"

.25" BABBIT THICKNESS

.9

.5

1'-2.5"

3/4"-10UNC x 1.92" DEEP

8.94"

SEE NOTE 2

.0

R .0625, TYP .7

.18" DEEP

.5

.5

.5

NOTES:

SYMETRICAL EACH SIDE OF THE CONTROL LINE.

3. UNLESS OTHERWISE INDICATED, HOLES AND GROOVES ARE

(.125" R TYP).

2. BREAK SHARP EDGES FACE WHERE BABBITT IS APPLIED

1. SURFACE FINISH 125 UNLESS OTHERWISE NOTED.

ABBREVIATIONS:

UNIFIED COURSEUNC

TYPICALTYP

RADIUSR

CENTERLINECL

S O

L

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IT

A T

IO

N N

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D E

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D A

T E

C O

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C T N

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A W

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IS

S

U E D

A T

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B

C

D

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F

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2 3 4 5 6 7 8 9 10

SHEET ID

C H

E C

K E

D B

Y

PLAN

SCALE: 6" = 1'-0"

CL

SCALE: 6" = 1'-0"

ELEVATION

A

®of Engineers

US Army Corps ®of Engineers

US Army Corps

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A W

IN

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IL

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U .S

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M Y C

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N G

IN

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P O

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L A

N D

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E G

O N

P O

R T

L A

N D D

IS

T R

N N

E V

IL

L E L

O C

K A

N D D

M

IL

E S P .E

B D

P -5 -3 -1

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J

R A

E T

Z

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C O

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IA

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N E

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T O

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U

ID

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E A

R

IN

SCALE: 6" = 1'-0"

SCALE: 1" = 1"

SCALE: 1" = 1"

ELEVATION

B D

P -5 .0

M -1

X X

X .D

G N

A N

S I

D

M-102

P O

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L A

N D

O R

E G

O N

U .S

A R

M Y C

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P S O

F E

N G

IN

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H Y

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IC

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U

ID

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H O

.3275"

1.935".655"

3.245"

.4

.5

.4

2.59"

.125" X 45°, TYP

.0

.8

.0

3" , T

YP

R

S O

L

IC

IT

A T

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N N

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D E

S

IG

N E

D B

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S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

C H

E C

K E

D B

Y

PLAN

SCALE: 1" = 1"

JACK SCREW INSERT

QTY: 12 PER SET OF GENERATOR BEARING SHOES

MAT'L: D-2 TOOL STEEL

SCALE: 1" = 1"

ELEVATION

®of Engineers

US Army Corps ®of Engineers

US Army Corps

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M-103

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U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

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L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

N N

E V

IL

L E L

O C

K A

N D D

M

IL

E S P .E

B D

P -5 -3 -1

A

J

R A

E T

Z

C

K W

O N

G

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

D R

O E

L E

C T

R

IC

D

E S

IG

N C

E N

T E

R

B D

P -5 .0

M -1

X X

X .d g n

C O

L U

M B

IA

R

IV

J

C K S

C R

E W I

N S

E

NOTES:

1. ALL SURFACES TO HAVE 125 FINISH.

ABREVIATIONS:

QUANTITYQTY

TYPICALTYP

MATERIALMAT'L

G E

N E

R A

T O

R G

U

ID

E B

E A

R

IN

G S

J

M C

C O

L L

IS

T

BDP-5.001_G-001XXX
BDP-5.001_G-002XXX
BDP-5.001_M-101XXX
BDP-5.001_M-102XXX
BDP-5.001_M-103XXX

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