John_Redmond_Trunnion_Rehab_Docs_8-9-16.pdf

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Attached to: John Redmond Dam Tainter Gate Trunnion Arm Kansas
Solicitation number: W912BV-16-R-0135
Issued by: Department of the Army Corps of Engineers Engineering District Tulsa

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Tulsa District

US Army Corps of Engineers

FY: 2016

SOLICITATION NO. W912BV-16-R-0135

TRUNNION REHABILITATION

AUGUST 9, 2016

BURLINGTON, COFFEY COUNTY, KANSAS

JOHN REDOMOND DAM AND RESERVOIR

ARKANSAS RIVER WATERSHED

J R

R T

R -0

C O

V E

R .D

G N

U G

U S

INDEX TO DRAWINGS

TITLEDRAWING NO.

G-101

LOCATION

PROJECT

AMARILLO

ENID

ELK CITY

LAWTON

ADA

TULSA

EDMOND

HUGO

ARDMORE

McALESTER

HENRYETTA

MUSKOGEE

TOPEKA

EMPORIA

ELDORADO

CITY

ARKANSAS

WICHITA

SALINA

CITY

DODGE

HUTCHINSONCITY

GARDEN

CITY

KANSAS

70 70

CITY

OKLAHOMA

TEXAS

LOUISIANA

ARKANSAS

MISSOURICOLORADO

NEBRASKA

NEW MEXICO

OKLAHOMA

LUBBOCK

ABILENE

FT WORTH

DALLAS

AUSTIN

SAN ANTONIO

HOUSTON

LAKE MAP

NTS

VICINITY MAP

NTS

GREAT BEND

WICHITA FALLS

NEW STRAWN

OTTUMWA

BURLINGTON

E M

B A N

K M

E N T R

O A D

19TH RD NW

K A

17TH RD NW

O X

E N L

17TH RD NE

12TH RD

11TH RD

AND RESERVOIR

JOHN REDMOND DAM

LOCATION

PROJECT

N N

A N

D V

Y M

A P

E X O

F D

R A

G S L

A K

E M

A P

AS-BUILT DRAWING: TAINTER GATES TRUNNION ANCHORAGE ERECTION SCHEMER-113

AS-BUILT DRAWING: TAINTER GATES TRUNNION ANCHORAGE IIR-112

AS-BUILT DRAWING: TAINTER GATES TRUNNION ANCHORAGE IR-111

AS-BUILT DRAWING: TAINTER GATES SIDE SEAL PLATE AND SILL BEAMR-110

AS-BUILT DRAWING: TAINTER GATES CABLE HITCH ROLLER ASSEMBLY AND SEALR-109

AS-BUILT DRAWING: TAINTER GATES GATE TRUNNIONR-108

AS-BUILT DRAWING: TAINTER GATES ELEVATION, SECTIONS AND DETAILSR-107

AS-BUILT DRAWING: SPILLWAY BRIDGE TYPICAL SPANR-106

AS-BUILT DRAWING: MONOLITH 18 OUTLINE AND DETAILS IR-105

AS-BUILT DRAWING: MONOLITH 4 OUTLINE AND DETAILSR-104

AS-BUILT DRAWING: INTERMEDIATE PIERS OUTLINE AND DETAILSR-103

AS-BUILT DRAWING: UPSTREAM ELEVATION AND SECTIONSR-102

AS-BUILT DRAWING: SPILLWAY PLAN AND DOWNSTREAM ELEVATIONR-101

AS-BUILT DRAWING: GENERAL PLAN ELEVATIONS AND SECTIONS IIR-100

TRUNNION COMPONENT DETAILS 2MT-505

TRUNNION COMPONENT DETAILS 1MT-504

TRUNNION YOKE AND HUB ALTERATION DETAILSMT-503

TRUNNION ASSEMBLY SECTIONS AND DETAILSMT-502

TRUNNION ASSEMBLYMT-501

INDEX OF DRAWINGS, VICINITY MAP, AND LAKE MAPG-101

COVER SHEETG-100

GENERAL NOTES:

SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS.

DRAWINGS AND HAVE BEEN PROVIDED FOR INFORMATION USE ONLY. CONTRACTOR

PROVIDED AS-BUILT DRAWINGS ARE REPRODUCTIONS OF THE ORIGINAL CONTRACT

CHIEF, ENGINEERING BRANCH

BRYAN G. THOMPSON, P.E.

REVIEWED BY:

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

DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS

INDEXED ON THIS SHEET. THE INITIALS OR SIGNATURES AND REGISTRATION

RECOMMENDATIONS AND APPROVAL OF ALL DRAWINGS IN THIS SET AS

CORPS OF ENGINEERS. SIGNATURES AFFIXED BELOW INDICATE OFFICIAL

THIS PROJECT WAS DESIGNED BY THE TULSA DISTRICT OF THE U.S. ARMY

CHIEF, ENGINEERING & CONSTRUCTION DIVISION

DANIEL W. ANDERSON, P.E.

_________________________________________________ DATE: ____________

APPROVED BY:

T U

L S

O K

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A R

M Y C

O R

P S O

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E E

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TULSA DISTRICT

OF ENGINEERS

US ARMY CORPS

54321

1 2 3 4 5

NUMBER

REFERENCE

SHEET

U L

F Y

T R

U N

N R

E H

A B

A T

S P

L W

A Y G

A T

J O

H N R

E D

M O

N D D

A M

R Y

A N D S

O U

D E

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C H

F C

E S

N S

E C

H E

L L E L

A Y P .E

A N

D R

E W B

L A

N K

E N

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R O

B E

R T G

O R

A N

S O

E C

D R

D S

F i l e

L a s t

S a v e d

B y

SHEET

IDENTIFICATION

1 2 3 4 5 6

US Army Corps of Engineers

MT501

J O

E D

M O

A M

S P

I L L W

T R

U N

N I O

E H

A B

I L I T

A T

I O

T R

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N I O

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E M

B L Y

R Y

O U

D E

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E C

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D S

E C

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K H

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M E

O A

A N

S I

J R

X X

X d w g

PORTLAND DISTRICT

GENERAL MECHANICAL NOTES:

1. INFORMATION, TOLERANCES, AND NOTES ON THIS SHEET APPLY TO ALL

MECHANICAL DRAWINGS, UNLESS OTHERWISE NOTED.

2. MECHANICAL FASTENERS SHALL BE 18-8 OR 300 SERIES STAINLESS STEEL

AND INSTALLED WITH AN APPROVED ANTI-GALLING COMPOUND, UNLESS

OTHERWISE NOTED IN THE DRAWINGS OR SPECIFICATIONS.

3. 125 MICROINCH SURFACE TEXTURE IS REQUIRED ON ALL MACHINED

SURFACES, UNLESS OTHERWISE SHOWN. SURFACE TEXTURE SHALL BE PER

ASME B46.1.

4. ALL LINEAR UNITS ARE FEET AND INCHES, OR INCHES. ALL ANGULAR UNITS

ARE DEGREES.

5. BREAK ALL CORNERS AND EDGES.

6. AT FABRICATION, ALL PARTS SHALL BE ASSIGNED A

CONTRACTOR-DESIGNATED PART NUMBER AND MARKED BY EMBOSSING OR

ETCHING. ALL FABRICATED PARTS SHALL BE SHOP ASSEMBLED AND

CHECKED FOR PROPER FIT AND TOLERANCES, PER ASME Y14.5. ALL PARTS

SHALL BE MATCH MARKED PRIOR TO SHIPMENT FOR REFERENCE DURING

ASSEMBLY.

SCALE: NTS

TRUNNION ASSEMBLY - EXPLODED

SCALE: NTS

EAST TRUNNION ASSEMBLY

WEST ASSEMBLY MIRRORED ABOUT GATE CENTER

TRUNNION YOKE, EXISTING. SEE

SHEET MT503 FOR ALTERATIONS

THRUST WASHER,

NEW. SEE SHEET

MT504 FOR DETAILS

TRUNNION HUB,

EXISTING. SEE MT503

FOR ALTERATIONS TO

THE TRUNNION HUB.

"-13 UNC FLAT HEAD

SOCKET SCREWS PER

ASME B18.5, STAINLESS

STEEL, 12 REQ'D.

TRUNNION BUSHING, SEE

SHEET MT504 FOR DETAILS.

FAILURE CRITICAL BEARING.

TRUNNION PIN, SEE SHEET

MT505 FOR DETAILS

TRUNNION KEEPER BAR, SEE

SHEET MT505 FOR DETAILS

YOKE EAR INBOARD SLEEVE,

SEE SHEET MT504 FOR DETAILS

YOKE EAR OUTBOARD SLEEVE,

SEE MT504 FOR DETAILS

STAINLESS STEEL TRUNNION

HUB RING, SEE MT504 FOR

DETAILS

"-13 UNC SOCKET HEAD CAP

SCREWS, STAINLESS STEEL.

12 REQ'D.

KEEPER RING. 2 REQ'D AS

SHOWN PER TRUNNION. SEE

SHEET MT505 FOR DETAILS

ON KEEPER RING AND

MECHANICAL FASTENERS.

PLUG EXISTING GREASE HOLES WITH

APPROPRIATELY SIZED SQUARE HEAD

OR SOCKET HEAD THREADED PLUGS.

TYP 4 LOCATIONS ON TRUNNION HUB.

NEW GREASE PORT FOR

FUTURE USE. INSTALL

"-16

PIPE THREAD PLUG AFTER

INSTALLATION OF PIN.

EXISTING TRUNNION STRUT ARMS

MT501 SHEET-SPECIFIC NOTES:

1. THE TAINTER GATE REQUIRES THE REHABILITATION OF TWO TRUNNION

SYSTEMS (EAST TRUNNION SYSTEM SHOWN THIS SHEET). THE SECOND

TRUNNION ASSEMBLY SHALL BE A MIRROR OF THE ASSEMBLY SHOWN IN

THESE DETAILS AND THE FOLLOWING SHEETS.

2. SEE SPECIFICATION REQUIREMENTS FOR FAILURE CRITICAL BEARINGS.

1"-8 UNC HEAVY HEX CAP SCREWS,

STAINLESS STEEL, INSTALLED WITH

STAINLESS STEEL PLAIN WASHERS. 4

REQ'D PER TRUNNION ASSEMBLY

E C

D R

D S

F i s t

S a v e d

B y

SHEET

IDENTIFICATION

1 2 3 4 5 6

US Army Corps of Engineers

MT502

J O

M O

S P

I L L W

T R

U N

N I O

E H

A B

I L I T

A T

I O

T R

U N

N I O

S S

E M

B L Y

S E

C T

I O

A I L S

R Y

O U

D E

R S

E C

D R

D S

E C

D M

K H

J A

M E

O A

A N

S I

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X X

X d w g

PORTLAND DISTRICT

NOTES:

1. SEE SHEET MT501 FOR GENERAL MECHANICAL NOTES.

2. EACH GATE REQUIRES THE ASSEMBLY OF TWO TRUNNION SYSTEMS. EAST TRUNNION SYSTEM SHOWN.

WEST TRUNNION SYSTEM SHALL BE MIRRORED ABOUT THE GATE CENTERLINE.

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

TRUNNION ASSEMBLY - ELEVATIONTRUNNION ASSEMBLY SECTION

SCALE: 3" = 1'-0"

DETAIL

SCALE: 12" = 1'-0"

DETAIL

SCALE: 12" = 1'-0"

TRUNNION HUB

INBOARD YOKE EAR

KEEPER RING

TRUNNION PIN

TRUNNION BUSHING

GREASE GROOVE

EXISTING CARBON

STEEL WEAR RING,

INBOARD YOKE ONLY

YOKE EAR INBOARD SLEEVE

YOKE EAR OUTBOARD SLEEVE

SPRING SEAL. SEE

SHEET MT504 FOR

DETAILS ON THIS

GROOVE AND SPRING

CONFIGURATION

FIELD MEASURE THIS CLEARANCE

PRIOR TO DISASSEMBLING TRUNNION.

MACHINE STAINLESS STEEL HUB

RING AS REQUIRED TO PROVIDE

THIS CLEARANCE AFTER REHABILITATION

OF TRUNNION.

STAINLESS STEEL HUB RING

O-RING SEAL. SEE

SHEET MT504 FOR

DETAILS ON O-RING

AND GROOVE.

THRUST WASHER

GREASE GROOVE

TRUNNION BUSHING

TRUNNION HUB

TRUNNION YOKE

TRUNNION PIN

"-13 STAINLESS STEEL

SOCKET HEAD CAP

SCREW. 12 REQ'D PER HUB

RING. SEE MT504 FOR

DETAILS ON HUB RING.

BUSHING LUBRICATION

ACCESS PORT. INSTALL

THREADED PLUG FITTING.

TRUNNION STRUT ARMS

EXISTING TRUNNION YOKE.

SEE SHEET MT503 FOR

REQUIRED ALTERATIONS.

STAINLESS STEEL HUB RING, SEE

SHEET MT504 FOR DETAILS

THRUST WASHER. SEE

SHEET MT504 FOR DETAILS

OUTBOARD YOKE EAR

YOKE EAR OUTBOARD SLEEVE, SEE

SHEET MT504 FOR DETAILS

KEEPER RING, SEE SHEET

MT505 FOR DETAILS

INBOARD YOKE EAR

TRUNNION STRUT ARM

TRUNNION PIN, SEE SHEET

MT505 FOR DETAILS

KEEPER BAR, SEE SHEET

MT505 FOR DETAILS

TRUNNION BUSHING,

SEE SHEET MT504

FOR DETAILS

YOKE EAR INBOARD

SLEEVE, SEE SHEET

MT504 FOR DETAILS

TRUNNION HUB, SEE

SHEET MT503 FOR

REQUIRED ALTERATIONS

TO EXISTING HUB

SCALE: 12"= 1'-0"

0 1" 2" 3"

SCALE: 3"= 1'-0"

0 3" 6" 12"

SCALE: 11

2"= 1'-0"

12" 9" 6" 3" 0 1'

O-RING SEAL. SEE

SHEET MT504 FOR

DETAILS ON O-RING

AND GROOVE.

E C

D R

D S

F i s t

S a v e d

B y

SHEET

IDENTIFICATION

1 2 3 4 5 6

US Army Corps of Engineers

MT503

J O

M O

S P

I L L W

T R

U N

N I O

E H

A B

I L I T

A T

I O

T R

U N

N I O

O K

U B

A L T

E R

A T

I O

E T

A I L S

R Y

O U

D E

R S

E C

D R

D S

E C

D M

K H

J A

M E

O A

A N

S I

J R

X X

X d w g

PORTLAND DISTRICT

SCALE: 3" = 1'-0"

TRUNNION YOKE

OUTBOARD EAR SECTION

SCALE: 3" = 1'-0"

INBOARD EAR SECTION

SCALE: 3" = 1'-0"

SCALE: NTS

TRUNNION YOKE ISOMETRIC

INBOARD YOKE EAR

OUTBOARD YOKE EAR

DRILL OUT EXISTING

"-11 THREADED

HOLES AND RETAP FOR 1

"-7 UNC 2B

THREADS FOR FASTENING KEEPER

RINGS TO YOKE EAR. TYP 6 LOCATIONS.

INBOARD YOKE EAR ONLY. DRILL AND

TAP 1

" DEEP. COUNTERBORE Ø1

DEEP TO PROVIDE CLEARANCE FOR

BOLT THREADS.

DRILL AND TAP FOR 1"-8

UNC 2B THREADS FOR

FASTENING KEEPER BAR.

DRILL AND TAP 1

" DEEP.

TYP 4 PLACES, INBOARD

YOKE EAR ONLY.

MEASURE AND VERIFY I.D. OF BORE IS

EQUAL TO 14.625 ± 0.20" AFTER REMOVAL OF

EXISTING TRUNNION PIN. CONDUCT A FIELD

ASSESSMENT OF THE BORE SURFACE PER

INSTRUCTIONS IN SPECIFICATION SECTION

35 20 16.47 25. IF NECESSARY, HONE I.D. OF

YOKE EAR BORE. COORDINATE FINAL I.D.

DIMENSION WITH THE O.D. OF THE YOKE

EAR INBOARD SLEEVE (MT504) TO ENSURE

PROPER INTERFERENCE FIT.

INBOARD YOKE EAR

OUTBOARD YOKE EAR

2" (REF)2" (REF)

2'-2

" (REF)

MEASURE AND VERIFY I.D. OF BORE IS

EQUAL TO 14.625 ± 0.20" AFTER REMOVAL OF

EXISTING TRUNNION PIN. CONDUCT A FIELD

ASSESSMENT OF THE BORE SURFACE PER

INSTRUCTIONS IN SPECIFICATION SECTION

35 20 16.47 25. IF NECESSARY, HONE I.D. OF

YOKE EAR BORE. COORDINATE FINAL I.D.

DIMENSION WITH THE O.D. OF THE YOKE

EAR OUTBOARD SLEEVE (MT504) TO

ENSURE PROPER INTERFERENCE FIT.

REUSE EXISTING

"-13 UNC

2B TAPPED HOLES. REPAIR

AS NECESSARY AFTER

REMOVAL OF EXISTING

BRONZE THRUST WASHER.

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

TRUNNION HUB

TRUNNION HUB SECTION

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

I N

A L

N G

T H

X I S

T I N

N G

T H

REMOVE 1

" FROM

OUTBOARD (THRUST)

SURFACE OF EXISTING

TRUNNION HUB, TYP.

INSTALL THREADED

PLUGS IN EXISTING

GREASE HOLES. TYP 4

PLACES EACH HUB.

15.0° TYP

DRILL AND TAP 1

" DEEP

"-13

UNC 2B THREADED HOLE. TYP

12 PLACES EACH HUB.

NOTES:

1. SEE SHEET MT501 FOR GENERAL MECHANICAL NOTES.

2. EACH GATE REQUIRES THE ASSEMBLY OF TWO TRUNNION SYSTEMS. EAST TRUNNION SYSTEM SHOWN. WEST TRUNNION SYSTEM SHALL

BE MIRRORED ABOUT THE GATE CENTERLINE.

3. TOUCH UP PAINT ALL EXPOSED CARBON STEEL ON TRUNNION YOKES AFTER ALTERATIONS ARE MADE IN ACCORDANCE WITH

SPECIFICATION SECTION 09 97 03.00 25.

SCALE: 3"= 1'-0"

0 3" 6" 12"

SCALE: 11

2"= 1'-0"

12" 9" 6" 3" 0 1'

, T

Y P

1.250 ±0.005"

0.005 A

E C

D R

D S

F i s t

S a v e d

B y

SHEET

IDENTIFICATION

1 2 3 4 5 6

US Army Corps of Engineers

MT504

J O

M O

S P

I L L W

T R

U N

N I O

E H

A B

I L I T

A T

I O

T R

U N

N I O

O M

P O

N E

A I

O U

D E

R S

E C

D R

D S

E C

D M

K H

J A

M E

O A

A N

S I

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X X

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PORTLAND DISTRICT

NOTES:

1. SEE SHEET M-001 FOR GENERAL MECHANICAL NOTES.

2. NOMINAL BORE DIMENSION SHOWN. FINAL BORE DIMENSION SHALL BE SUBJECT TO THE

RECOMMENDATION OF THE BEARING MANUFACTURER TO PRODUCE A RUNNING CLEARANCE

FIT. SHOW TOLERANCES ON CONTRACTOR-PRODUCED SHOP DRAWINGS.

3. NOMINAL OUTSIDE DIAMETER SHOWN. FIELD MEASURE TO DETERMINE ACTUAL ID OF HUB BORE.

FINAL DIMENSION SHALL BE SUBJECT TO THE RECOMMENDATION OF THE BEARING

MANUFACTURER TO PRODUCE AN INTERFERENCE FIT WITH THE TRUNNION HUB. SHOW

TOLERANCES ON CONTRACTOR-PRODUCED SHOP DRAWINGS.

SCALE: 6" = 1'-0"

TRUNNION BUSHING

NO. REQ'D: 2 PER GATE

MATERIAL: SELF-LUBRICATED COMPOSITE

PER: CIP HYDRO OR APPROVED EQUAL

FAILURE CRITICAL BEARING

SCALE: 3" = 1'-0"

YOKE EAR INBOARD SLEEVE

NO. REQ'D: 2 PER GATE

MATERIAL: CARBON STEEL

PER: ASTM A572, GRADE 50

SCALE: 3" = 1'-0"

YOKE EAR OUTBOARD SLEEVE

NO. REQ'D: 2 PER GATE

MATERIAL: CARBON STEEL

PER: ASTM A572, GRADE 50

TRUNNION BUSHING SECTION

SCALE: 6" = 1'-0"

I.B. SLEEVE SECTION

SCALE: 12" = 1'-0"

O.B. SLEEVE SECTION

SCALE: 12" = 1'-0"

SCALE: 3" = 1'-0"

TRUNNION HUB RING

NO. REQ'D: 2 PER GATE

MATERIAL: 17-4 PH STAINLESS STEEL

PER: ASTM A564, TYPE 630, COND H1100

SCALE: 3" = 1'-0"

THRUST WASHER

HUB RING SECTION

SCALE: 12" = 1'-0"

D THRUST WASHER SECTION

SCALE: 12" = 1'-0"

BUSHING DETAIL

SCALE: 12" = 1'-0"

BUSHING DETAIL

SCALE: 12" = 1'-0"

2'-0

1'-0

1'-11

"R, " DEPTH

GREASE

GROOVE, TYP

"R, " DEPTH

GREASE

GROOVE, TYP

A L L

H I C

K N

E S

E F

0.450 ± 0.025"

CUT GROOVE FOR ECLIPSE

SEALS SPRING ENERGIZED

SEAL, ET006 CARBON PTFE

WITH STAINLESS STEEL

BACKER, OR APPROVED EQUAL

" X 45° CHAMFER

" X 45°

CHAMFER

" X 10° CHAMFER

" X 45° CHAMFER

"R, " DEPTH GREASE

GROVES, 180° AROUND

LOADED SIDE ID OF BUSHING

Ø14.130

+ 0.002"

- 0.003"

(ID)

Ø14.625" (SLEEVE OD,

NOMINAL, SEE NOTE 4)

Ø15.125" (SHOULDER OD,

SEE NOTE 5)

E F

INSTALL 4 X Ø

" RADIAL PINS, 90°

APART, AT THE MIDPOINT OF THE

SLEEVE AFTER INSTALLATION INTO

TRUNNION YOKE EAR. INSTALL PINS

INTO YOKE EAR BORES WITH AN FN1

INTERFERENCE FIT.GRIND INSIDE

SURFACE FLUSH AND SMOOTH TO

THE TOUCH.

INSTALL 4 X Ø

" RADIAL PINS, 90°

APART, AT THE MIDPOINT OF THE

SLEEVE AFTER INSTALLATION INTO

TRUNNION YOKE EAR. INSTALL PINS

INTO YOKE EAR BORES WITH AN FN1

INTERFERENCE FIT. GRIND INSIDE

SURFACE FLUSH AND SMOOTH TO

THE TOUCH.

NO. REQ'D: 2 PER GATE

MATERIAL: SELF-LUBRICATED COMPOSITE

PER: CIP HYDRO OR APPROVED EQUAL

" X 45°

CHAMFER

S E

O T

Ø14.130

+ 0.002"

- 0.003"

(ID)

Ø14.625" (SLEEVE OD,

NOMINAL, SEE NOTE 4)

" X 45°

CHAMFER

0.875 ±0.05"

" FILLET

COUNTERBORE TO DEPTH WHICH ALLOWS

A MINIMUM

" CLEARANCE BETWEEN BOLT

HEAD AND SURFACE OF HUB RING

SEE NOTE 6

0.285 ± 0.005"

0.305 ± 0.008"

CUT GROOVE FOR ECLIPSE SEALS 70 SHORE A ETHYLENE

PROPYLENE O-RING OR APPROVED EQUAL

COUNTERSINK TO DEPTH WHICH ALLOWS

A MINIMUM

" CLEARANCE BETWEEN

BOLT HEAD AND SURFACE OF THRUST WASHER

DRILL AND COUNTERSINK FOR

" FLAT HEAD SOCKET CAP

SCREWS. TYP 12 PLACES.

Ø1'-2

DRILL AND COUNTERBORE FOR

" SOCKET HEAD CAP

SCREWS. TYP 12 PLACES ON

Ø1'-5

" NOMINAL BOLT CIRCLE.

MATCH DRILL WITH EXISTING

HOLES IN OUTBOARD YOKE EAR.

Ø1'-8

Ø1'-4

" BOLT CIRCLE

Ø1'-2

4. NOMINAL OUTSIDE DIAMETER DIMENSION SHOWN. FINAL DIMENSION SHALL BE DETERMINED BY THE CONTRACTOR BY

FIELD MEASUREMENT AND SHALL BE SUFFICIENT TO PRODUCE AN FN2 INTERFERENCE FIT WITH THE YOKE EAR BORE

HOLES ONCE INSTALLED. SHOW FINAL DIMENSIONS ON CONTRACTOR-PRODUCED SHOP DRAWINGS.

5. NOMINAL SHOULDER OUTSIDE DIAMETER DIMENSION SHOWN. FINAL DIMENSION MUST BE FIELD MEASURED TO VERIFY

CLEARANCE WITH THE EXISTING WELDED STEEL PLATE ON THE INSIDE EDGE OF THE INBOARD YOKE EAR.

6. NOMINAL

" THRUST WASHER THICKNESS SHOWN. CONTRACTOR TO FIELD MACHINE THRUST WASHER TO RECREATE

THE CLEARANCE MEASURED BETWEEN HUB AND INBOARD YOKE EAR PLATE PRIOR TO TRUNNION DISASSEMBLY. SEE

MT502.

SCALE: 12"= 1'-0"

0 1" 2" 3"

SCALE: 6"= 1'-0"

0 1" 2" 3" 6"

SCALE: 3"= 1'-0"

0 3" 6" 12"

FAILURE CRITICAL BEARING.

SEE SPECIFICATION SECTION 35

05 40.00 25 FOR DETAILS.

FAILURE CRITICAL BEARING,

SEE SPECIFICATION SECTION

35 05 40.00 25 FOR DETAILS

E C

D R

D S

F i s t

S a v e d

B y

SHEET

IDENTIFICATION

1 2 3 4 5 6

US Army Corps of Engineers

MT505

J O

M O

S P

I L L W

T R

U N

N I O

E H

A B

I L I T

A T

I O

T R

U N

N I O

O M

P O

N E

A I

O U

D E

R S

E C

D R

D S

E C

D M

K H

J A

M E

O A

A N

S I

J R

X X

X d w g

PORTLAND DISTRICT

SCALE: 6" = 1'-0"

TRUNNION PIN

NO. REQ'D: 2

MATERIAL: 17-4 PH STAINLESS STEEL

PER: ASTM A564, UNS S17400, TYPE 630, COND H1100

SCALE: 6" = 1'-0"

TRUNNION PIN - SIDE VIEW

SCALE: 6" = 1'-0"

KEEPER RING

NO. REQ'D: 4

MATERIAL: CARBON STEEL

PER: ASTM A572,GRADE 50

SCALE: 6" = 1'-0"

TRUNNION KEEPER BAR

NO. REQ'D: 2

MATERIAL: CARBON STEEL

PER: ASTM A572, GRADE 50

" CHAMFER, TYP

1'4

" (REF - ALIGN WITH CONVERGENCE OF BUSHING GREASE GROOVES)

H A

N K

T H

R E

A D

N G

T H

SCALE: 12" = 1'-0"

KEEPER RING BOLT

NO. REQ'D: 6 PER TRUNNION, 12 TOTAL

MATERIAL: CARBON STEEL

PER: SAE J429, GRADE 8 OR EQUAL

Ø14.125

4.005

+ 0.005"

- 0.000"

1.500

2'-8

DRILL AND TAP

FOR 1"-8 UNC 2B

THREADED HOLE

FOR HANDLING.

TYP, 2 PLACES

GREASE

HOLE

+ 0.010"

- 0.000"

" CHAMFER

" X 20°

CHAMFER

BREAK SHARP EDGE OF GREASE HOLE

1'-8

1'-10

1'-11

Ø1

" THRU, TYP 4 PLACES

3.995

+ 0.000"

- 0.005"

" CHAMFER, TYP

" CHAMFER,

TOP SIDE ONLY

Ø1

" THRU ON 20

" NOMINAL BOLT

CIRCLE. TYP 3 PLACES. MATCH DRILL

WITH EXISTING HOLES IN TRUNNION

YOKE INBOARD EAR.

" CHAMFER,

TOP SIDE ONLY

E F

NOTES:

1. SEE SHEET M-001 FOR GENERAL MECHANICAL NOTES.

2. PAINT ALL EXPOSED CARBON STEEL PER PAINT SPECIFICATION 09 97 03.00 25.

SCALE: 6"= 1'-0"

0 1" 2" 3" 6"

SCALE: 12"= 1'-0"

0 1" 2" 3"

+ 0.000"

- 0.002"

Ø1

" SHANK

"-7 UNC 2A THREADS

R-100

L E

V A

N S A

N D S

E C

N S I I

G E

N E

R A

L P

L A

A S -B

T D

R A

G C

-6

J R

R T

R -R

A s B

T .d g n

T U

L S

O K

L A

H O

M A

T U

L S

A D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

E E

G B

R A

N C

C O

N S

T R

U C

N D

E N

E E

D E

N E

D B

D R

A W

N B

R E

W E

D B

S U

B M

T E

D B

P L

O T D

A T

P L

O T S

C A

L E

A S S

H O

W N

E N

A M

B V -1

-X -X

X X

C O

N T

A C

T N

B V -1

-R -0

S O

A T

N N

D A

T E

R E

S Y

M B

O L C

D E

S C

N T

R A

C K

G N

A C

N D

A T

TULSA DISTRICT

OF ENGINEERS

US ARMY CORPS

54321

1 2 3 4 5

NUMBER

REFERENCE

SHEET

U L

F Y

T R

U N

N R

E H

A B

A T

S P

L W

A Y G

A T

J O

H N R

E D

M O

N D D

A M

R Y

A N D S

O U

D E

R S

C H

F C

E S

N S

E C

H E

L L E L

A Y P .E

A N

D R

E W B

L A

N K

E N

S H

R O

B E

R T G

O R

A N

R-101

J R

R T

R -R

A s B

T .d g n

D O

W N

S T

R E

A M E

L E

V A

S P

L W

A Y P

L A

N A

N D

A S -B

T D

R A

G C

-6

T U

L S

O K

L A

H O

M A

T U

L S

A D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

E E

G B

R A

N C

C O

N S

T R

U C

N D

E N

E E

D E

N E

D B

D R

A W

N B

R E

W E

D B

S U

B M

T E

D B

P L

O T D

A T

P L

O T S

C A

L E

A S S

H O

W N

E N

A M

B V -1

-X -X

X X

C O

N T

A C

T N

B V -1

-R -0

S O

A T

N N

D A

T E

R E

S Y

M B

O L C

D E

S C

N T

R A

C K

G N

A C

N D

A T

TULSA DISTRICT

OF ENGINEERS

US ARMY CORPS

54321

1 2 3 4 5

NUMBER

REFERENCE

SHEET

U L

F Y

T R

U N

N R

E H

A B

A T

S P

L W

A Y G

A T

J O

H N R

E D

M O

N D D

A M

R Y

A N D S

O U

D E

R S

C H

F C

E S

N S

E C

H E

L L E L

A Y P .E

A N

D R

E W B

L A

N K

E N

S H

R O

B E

R T G

O R

A N

R-102

R T

R -R

A s B

T .d g n

A N

D S

E C

N S

U P

S T

R E

A M E

L E

V A

A S -B

T D

R A

G C

-6

T U

L S

O K

L A

H O

M A

T U

L S

A D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

E E

G B

R A

N C

C O

N S

T R

U C

N D

E N

E E

D E

N E

D B

D R

A W

N B

R E

W E

D B

S U

B M

T E

D B

P L

O T D

A T

P L

O T S

C A

L E

A S S

H O

W N

E N

A M

B V -1

-X -X

X X

C O

N T

A C

T N

B V -1

-R -0

S O

A T

N N

D A

T E

R E

S Y

M B

O L C

D E

S C

N T

R A

C K

G N

A C

N D

A T

TULSA DISTRICT

OF ENGINEERS

US ARMY CORPS

54321

1 2 3 4 5

NUMBER

REFERENCE

SHEET

U L

F Y

T R

U N

N R

E H

A B

A T

S P

L W

A Y G

A T

J O

H N R

E D

M O

N D D

A M

R Y

A N D S

O U

D E

R S

C H

F C

E S

N S

E C

H E

L L E L

A Y P .E

A N

D R

E W B

L A

N K

E N

S H

R O

B E

R T G

O R

A N

R-103

R T

R -R

A s B

T .d g n

O U

T L

E A

N D D

E T

E R

M E

T E P

R S

A S -B

T D

R A

G C

-6

T U

L S

O K

L A

H O

M A

T U

L S

A D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

E E

G B

R A

N C

C O

N S

T R

U C

N D

E N

E E

D E

N E

D B

D R

A W

N B

R E

W E

D B

S U

B M

T E

D B

P L

O T D

A T

P L

O T S

C A

L E

A S S

H O

W N

E N

A M

B V -1

-X -X

X X

C O

N T

A C

T N

B V -1

-R -0

S O

A T

N N

D A

T E

R E

S Y

M B

O L C

D E

S C

N T

R A

C K

G N

A C

N D

A T

TULSA DISTRICT

OF ENGINEERS

US ARMY CORPS

54321

1 2 3 4 5

NUMBER

REFERENCE

SHEET

U L

F Y

T R

U N

N R

E H

A B

A T

S P

L W

A Y G

A T

J O

H N R

E D

M O

N D D

A M

R Y

A N D S

O U

D E

R S

C H

F C

E S

N S

E C

H E

L L E L

A Y P .E

A N

D R

E W B

L A

N K

E N

S H

R O

B E

R T G

O R

A N

R-104

R T

R -R

A s B

T .d g n

O U

T L

E A

N D D

E T

M O

N O

A S -B

T D

R A

G C

-6

T U

L S

O K

L A

H O

M A

T U

L S

A D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

E E

G B

R A

N C

C O

N S

T R

U C

N D

E N

E E

D E

N E

D B

D R

A W

N B

R E

W E

D B

S U

B M

T E

D B

P L

O T D

A T

P L

O T S

C A

L E

A S S

H O

W N

E N

A M

B V -1

-X -X

X X

C O

N T

A C

T N

B V -1

-R -0

S O

A T

N N

D A

T E

R E

S Y

M B

O L C

D E

S C

N T

R A

C K

G N

A C

N D

A T

TULSA DISTRICT

OF ENGINEERS

US ARMY CORPS

54321

1 2 3 4 5

NUMBER

REFERENCE

SHEET

U L

F Y

T R

U N

N R

E H

A B

A T

S P

L W

A Y G

A T

J O

H N R

E D

M O

N D D

A M

R Y

A N D S

O U

D E

R S

C H

F C

E S

N S

E C

H E

L L E L

A Y P .E

A N

D R

E W B

L A

N K

E N

S H

R O

B E

R T G

O R

A N

R-105

R T

R -R

A s B

T .d g n

O U

T L

E A

N D D

E T

S I

M O

N O

A S -B

T D

R A

G C

-6

T U

L S

O K

L A

H O

M A

T U

L S

A D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

E E

G B

R A

N C

C O

N S

T R

U C

N D

E N

E E

D E

N E

D B

D R

A W

N B

R E

W E

D B

S U

B M

T E

D B

P L

O T D

A T

P L

O T S

C A

L E

A S S

H O

W N

E N

A M

B V -1

-X -X

X X

C O

N T

A C

T N

B V -1

-R -0

S O

A T

N N

D A

T E

R E

S Y

M B

O L C

D E

S C

N T

R A

C K

G N

A C

N D

A T

TULSA DISTRICT

OF ENGINEERS

US ARMY CORPS

54321

1 2 3 4 5

NUMBER

REFERENCE

SHEET

U L

F Y

T R

U N

N R

E H

A B

A T

S P

L W

A Y G

A T

J O

H N R

E D

M O

N D D

A M

R Y

A N D S

O U

D E

R S

C H

F C

E S

N S

E C

H E

L L E L

A Y P .E

A N

D R

E W B

L A

N K

E N

S H

R O

B E

R T G

O R

A N

R-106

R T

R -R

A s B

T .d g n

T Y

A L S

P A

S P

L W

A Y B

G E

A S -B

T D

R A

G C

-6

T U

L S

O K

L A

H O

M A

T U

L S

A D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

E E

G B

R A

N C

C O

N S

T R

U C

N D

E N

E E

D E

N E

D B

D R

A W

N B

R E

W E

D B

S U

B M

T E

D B

P L

O T D

A T

P L

O T S

C A

L E

A S S

H O

W N

E N

A M

B V -1

-X -X

X X

C O

N T

A C

T N

B V -1

-R -0

S O

A T

N N

D A

T E

R E

S Y

M B

O L C

D E

S C

N T

R A

C K

G N

A C

N D

A T

TULSA DISTRICT

OF ENGINEERS

US ARMY CORPS

54321

1 2 3 4 5

NUMBER

REFERENCE

SHEET

U L

F Y

T R

U N

N R

E H

A B

A T

S P

L W

A Y G

A T

J O

H N R

E D

M O

N D D

A M

R Y

A N D S

O U

D E

R S

C H

F C

E S

N S

E C

H E

L L E L

A Y P .E

A N

D R

E W B

L A

N K

E N

S H

R O

B E

R T G

O R

A N

R-107

R T

R -R

A s B

T .d g n

E L E

V A

N S S

E C

N S A

N D D

E T

T A

T E

R G

A T

E S

A S -B

T D

R A

G C

-6

T U

L S

O K

L A

H O

M A

T U

L S

A D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

E E

G B

R A

N C

C O

N S

T R

U C

N D

E N

E E

D E

N E

D B

D R

A W

N B

R E

W E

D B

S U

B M

T E

D B

P L

O T D

A T

P L

O T S

C A

L E

A S S

H O

W N

E N

A M

B V -1

-X -X

X X

C O

N T

A C

T N

B V -1

-R -0

S O

A T

N N

D A

T E

R E

S Y

M B

O L C

D E

S C

N T

R A

C K

G N

A C

N D

A T

TULSA DISTRICT

OF ENGINEERS

US ARMY CORPS

54321

1 2 3 4 5

NUMBER

REFERENCE

SHEET

U L

F Y

T R

U N

N R

E H

A B

A T

S P

L W

A Y G

A T

J O

H N R

E D

M O

N D D

A M

R Y

A N D S

O U

D E

R S

C H

F C

E S

N S

E C

H E

L L E L

A Y P .E

A N

D R

E W B

L A

N K

E N

S H

R O

B E

R T G

O R

A N

R-108

R T

R -R

A s B

T .d g n

G A

T E T

R U

N N

T A

T E

R G

A T

E S

A S -B

T D

R A

G C

-6

T U

L S

O K

L A

H O

M A

T U

L S

A D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

E E

G B

R A

N C

C O

N S

T R

U C

N D

E N

E E

D E

N E

D B

D R

A W

N B

R E

W E

D B

S U

B M

T E

D B

P L

O T D

A T

P L

O T S

C A

L E

A S S

H O

W N

E N

A M

B V -1

-X -X

X X

C O

N T

A C

T N

B V -1

-R -0

S O

A T

N N

D A

T E

R E

S Y

M B

O L C

D E

S C

N T

R A

C K

G N

A C

N D

A T

TULSA DISTRICT

OF ENGINEERS

US ARMY CORPS

54321

1 2 3 4 5

NUMBER

REFERENCE

SHEET

U L

F Y

T R

U N

N R

E H

A B

A T

S P

L W

A Y G

A T

J O

H N R

E D

M O

N D D

A M

R Y

A N D S

O U

D E

R S

C H

F C

E S

N S

E C

H E

L L E L

A Y P .E

A N

D R

E W B

L A

N K

E N

S H

R O

B E

R T G

O R

A N

R-109

R T

R -R

A s B

T .d g n

R O

L L E

R A

S S

E M

B L

Y A

N D S

E A

C A

B L E H

C H

T A

T E

R G

A T

E S

A S -B

T D

R A

G C

-6

T U

L S

O K

L A

H O

M A

T U

L S

A D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

E E

G B

R A

N C

C O

N S

T R

U C

N D

E N

E E

D E

N E

D B

D R

A W

N B

R E

W E

D B

S U

B M

T E

D B

P L

O T D

A T

P L

O T S

C A

L E

A S S

H O

W N

E N

A M

B V -1

-X -X

X X

C O

N T

A C

T N

B V -1

-R -0

S O

A T

N N

D A

T E

R E

S Y

M B

O L C

D E

S C

N T

R A

C K

G N

A C

N D

A T

TULSA DISTRICT

OF ENGINEERS

US ARMY CORPS

54321

1 2 3 4 5

NUMBER

REFERENCE

SHEET

U L

F Y

T R

U N

N R

E H

A B

A T

S P

L W

A Y G

A T

J O

H N R

E D

M O

N D D

A M

R Y

A N D S

O U

D E

R S

C H

F C

E S

N S

E C

H E

L L E L

A Y P .E

A N

D R

E W B

L A

N K

E N

S H

R O

B E

R T G

O R

A N

R-110

R T

R -R

A s B

T .d g n

E S

E A

L P

L A

T E A

N D S

L B

E A

T A

T E

R G

A T

E S

A S -B

T D

R A

G C

-6

T U

L S

O K

L A

H O

M A

T U

L S

A D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

E E

G B

R A

N C

C O

N S

T R

U C

N D

E N

E E

D E

N E

D B

D R

A W

N B

R E

W E

D B

S U

B M

T E

D B

P L

O T D

A T

P L

O T S

C A

L E

A S S

H O

W N

E N

A M

B V -1

-X -X

X X

C O

N T

A C

T N

B V -1

-R -0

S O

A T

N N

D A

T E

R E

S Y

M B

O L C

D E

S C

N T

R A

C K

G N

A C

N D

A T

TULSA DISTRICT

OF ENGINEERS

US ARMY CORPS

54321

1 2 3 4 5

NUMBER

REFERENCE

SHEET

U L

F Y

T R

U N

N R

E H

A B

A T

S P

L W

A Y G

A T

J O

H N R

E D

M O

N D D

A M

R Y

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OF ENGINEERS

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54321

1 2 3 4 5

NUMBER

REFERENCE

SHEET

U L

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TULSA DISTRICT

OF ENGINEERS

US ARMY CORPS

54321

1 2 3 4 5

NUMBER

REFERENCE

SHEET

U L

F Y

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TULSA DISTRICT

OF ENGINEERS

US ARMY CORPS

54321

1 2 3 4 5

NUMBER

REFERENCE

SHEET

U L

F Y

T R

U N

N R

E H

A B

A T

S P

L W

A Y G

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A N

File details come from the government source that posted it. Updated Nov 14, 2017.