HLD1.106-ADVERTISE-MECHANICAL.pdf

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MECHANICAL GENERAL NOTES:

1. INFORMATION, TOLERANCES, AND NOTES ON THIS SHEET APPLY TO ALL MECHANICAL DRAWINGS, UNLESS NOTED

OTHERWISE.

2. UNLESS OTHERWISE NOTED, MECHANICAL FASTENERS SHALL BE 18-8 OR 300 SERIES STAINLESS STEEL AND INSTALLED

WITH AN APPROVED ANTI-GALLING COMPOUND.

3. WELDING OF CARBON AND STAINLESS STEEL SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS.

4. WELDING OF ALUMINUM SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.2.

5. KEYWAYS SHALL BE MACHINED IN ACCORDANCE WITH ASME B17.1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

SUPPLYING KEYS FOR ALL ASSEMBLIES.

6. 125 MICROINCH SURFACE TEXTURE ON ALL MACHINED SURFACES, UNLESS SHOWN OTHERWISE. SURFACE TEXTURE

SHALL BE PER ASME B46.1

7. VARIOUS DIMENSIONS SHOWN ARE BASED ON SPECIFIED EQUIPMENT. ADJUSTMENTS MAY BE REQUIRED DEPENDING

ON EQUIPMENT SUPPLIED.

8. ALL LINEAR UNITS ARE FEET AND INCHES OR INCHES AND ALL ANGULAR UNITS ARE DEGREES, UNLESS SHOWN

OTHERWISE.

9. BREAK ALL CORNERS AND EDGES.

10. AT FABRICATION, ALL PARTS SHALL BE ASSIGNED A PART NUMBER AND MARKED BY EMBOSSING OR ETCHING. ALL

FABRICATED PARTS SHALL BE SHOP ASSEMBLED AND CHECKED FOR PROPER FIT AND TOLERANCES. ALL PARTS SHALL

BE MATCH MARKED FOR REFERENCE DURING ASSEMBLY

11. PERFORM PAINTING OF THE MECHANICAL EQUIPMENT IN ACCORDANCE WITH SPEC SECTION 09 97 03.00 25

12. PERFORM PAINTING OF THE GATE IN ACCORDANCE WITH SPEC SECTION 09 97 02.00 25

13. ELEVATION ARE PER NGVD29

TOLERANCES UNLESS OTHERWISE

SPECIFIED

LINEAR DECIMAL

1 DECIMAL

PLACE

± 0.030"

2 DECIMAL

PLACES

± 0.010"

3 DECIMAL

PLACES

± 0.002"

LINEAR FRACTIONAL

GENERAL ±

SAWING, FLAME

CUTTING,

SHEARING, AND

BREAKING

STRUCTURAL

SHAPES AND

WELDING

ANGULAR

0 DECIMAL

PLACES

± 0.5°

1 DECIMAL

PLACE

± 0.1°

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NOTES:

1. REMOVE EXISTING HOIST MACHINERY, BEARING SUPPORTS, AND

INSTRUMENTATION DOWN TO THE TOP OF EXISTING BEAM FLANGE

AT ELEVATION 1548.75'.

2. DEMO HOIST MACHINERY ASSOCIATED ONE GATE AT A TIME AS

THE OPTIONAL ITEM FOR THAT GATE IS EXERCISED.

3. MODIFY EXISTING LIMIT SWITCH MOUNT IN ORDER TO

ACCOMMODATE NEW MACHINERY PLATFORM.

SEE INFORMATIONAL DRAWING HLD 3-2

CENTER PIER DEMO PLAN

SEE INFORMATIONAL DRAWING HLD 2-43

TAINTER GATE CONNECTION DEMO ELEVATION

SEE INFORMATIONAL DRAWING HLD 3-3

LEFT AND RIGHT ABUTMENT DEMO PLAN

DEMO EXISTING GATE CONNECTION

GRIND FLUSH WITH SKIN PLATE

DEMO EXISTING WEAR PLATES, TYP.

SEE NOTE 3.

DISCONNECT COUPLING IN ORDER TO KEEP ONE GATE IN SERVICE

VIA EXISTING MACHINERY WHILE REPLACING HOIST MACHINERY OF ADJACENT GATE.

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SCALE: = 1'-0"

DOWNSTREAM ELEVATION VIEW

1/8"

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26'-0"

SECTION

SCALE: = 1'-0"

A

1/8"

TRUNNION ELEVATION: 1510.5'

TOP OF CONCRETE ELEVATION: 1548.75'

HOIST DRUM ELEVATION: 1552.33'

PROVIDE NEW WIRE

ROPES AND GATE

CONNECTIONS,

MODIFY EXISTING

WEAR PLATES,

TYP.

MECHANICAL EQUIPMENT PLAN VIEW

SCALE:

8" = 1'-0"

DIMENSIONS TYPICAL OF ALL GATES

26'-0"

SPILLWAY CREST ELEVATION: 1495.5'

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2.54'

18'-5

PERFORM TRUNNION

REPLACEMENT

FOR EACH GATE

AWARDED.

PROVIDE NEW STAFF GAUGES

TYP.

PROVIDE NEW HOIST ASSEMBLIES FOR EACH GATE AWARDED.

19'-6" 19'-6"

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NOTES:

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

5' 0 5' 10'

SCALE: 18"= 1'-0"

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FLOW

M-501

M-501

M-501

M-515

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39'-0"

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GATE HOIST PLAN VIEW

SCALE:

2" = 1'-0"

TYP. EACH GATE

DETAIL

SCALE: = 1'-0"

M-102

1/2"

DETAIL

SCALE: = 1'-0"

M-102

1/2"

HOIST MACHINERY BILL OF MATERIALS (BASIS OF DESIGN)

PART CALLOUT DESCRIPTION MFR PART # / MATERIAL QTY/HOIST

HC-H-001 BRAKE

STERNS BRAKE, SERIES 87,000, CONTINUOUS

DUTY, RATED FOR 150% OF MAXIMUM MOTOR

TORQUE, INTERNAL TERMINAL STRIP,

EXTERNAL CONDUIT BOX WITH TERMINAL

STRIP, INTERNAL SPACE HEATER

HC-H-002 ELECTRIC MOTOR

7.5 HP, 1800 RPM MOTOR THAT PRODUCES

24.76 FT-LBF OF TORQUE AT RATED LOAD AND

A MAXIMUM OF 29.91 FT-LBF OF TORQUE

HC-H-003

RIGHT ANGLE REDUCER

(NORTH SIDE)

SUMITOMO CYCLO BEVEL BUDDY BOX 5, SIZE

5B145, 39:1 NOMINAL RATIO

HC-H-004

PARALLEL SHAFT REDUCER

(NORTH SIDE)

HANSEN P4, SIZE R, 450:1 NOMINAL RATIO

HC-H-005 DRUM SHAFT BEARING

DODGE BEARINGS, CP4B544-USAF-800TT, PART

# 039164

HC-H-006 LIMIT SWITCH

STROMAG ROTARY LIMIT SWITCH, SERIES 51,

4.1 USEABLE REVOLUTIONS, 6 CONTACTS

HC-H-007 ENCODER

BEI SENSORS, HMT25 ABSOLUTE MULTI-TURN

ENCODER, HMT25 E-F4-SS-_X_-A1-_-S-M18-S

HC-H-008 LINE SHAFT

2 1/2" DIAMETER, 17-4 PH STAINLESS STEEL,

SEE SHEET M-512

HC-H-009 LINE SHAFT BEAM

W12 X 65, SEE SHEET M-512

HC-H-010 LINE SHAFT COUPLING

AMERIGEAR COUPLINGS, SERIES FAS, SIZE 202

1/2, ALL STAINLESS STEEL CONSTRUCTION

HC-H-011

LINE SHAFT COUPLING

(CENTER)

AMERIGEAR COUPLINGS, SERIES F, FULL

RIGID, SIZE 202 1/2, ALL STAINLESS STEEL

CONSTRUCTION

HC-H-012 LINE SHAFT BEARING

EDT BEARING CORP., AA1AKT5T-40

HC-H-013

PARALLEL SHAFT REDUCER

(SOUTH SIDE)

HANSEN P4, SIZE R, 450:1 NOMINAL RATIO

HC-H-014

RIGHT ANGLE REDUCER

(NORTH SIDE)

SUMITOMO CYCLO BEVEL BUDDY BOX 5, SIZE

5B145, 39:1 NOMINAL RATIO

HC-H-015 DRUM SHAFT BEARING

DODGE BEARINGS, 4 BOLT PILLOW BLOCK,

CP4B052-USAF-908TT, PART NUMBER 039226

HC-H-016 WIRE ROPE DRUM SEE SHEET M-505 2

HC-H-017 DRUM SHAFT KEY 4140 STEEL 2

HC-H-018 LINE SHAFT BEARING SPACER SEE SHEET M-503 4

HC-H-019

HEX BOLT (LINE SHAFT BEAM)

1-8 UNC 2A HEX BOLT PER ASTM A325, TYPE 1,

HOT DIP GALVANIZED, 3" LONG

HC-H-020

HEX NUT (LINE SHAFT BEAM)

1-8 UNC 2B HEX NUT PER ASTM A563, GRADE D,

HOT DIP GALVANIZED

HC-H-021

WASHER (LINE SHAFT BEAM)

1" TYPE B REGULAR WASHER, PER ASTM F436,

TYPE 1, HOT DIP GALVANIZED

HC-H-022

HEX BOLT (DRUM SHAFT

BEARING)

1 1/2-6 UNC 2A HEX BOLT PER ASTM A325, TYPE

1, HOT DIP GALVANIZED, 6-3/4" LONG

HC-H-023

HEX NUT (DRUM SHAFT

BEARING)

1 1/2-6 UNC 2B HEX NUT PER ASTM A563,

GRADE D, HOT DIP GALVANIZED

HC-H-024

WASHER (DRUM SHAFT

BEARING)

1-1/2" TYPE B REGULAR WASHER, PER ASTM

F436, TYPE 1, HOT DIP GALVANIZED

HC-H-025

HEX CAP SCREW (LINE SHAFT

BEARING)

3/4-10 UNC 2A HEX CAP SCREW PER ASTM

A325, TYPE 1, HOT DIP GALVANIZED, 2-3/4"

LONG

HC-H-026

WASHER (LINE SHAFT BEARING)

3/4" TYPE B REGULAR WASHER, PER ASTM

F436, TYPE 1, HOT DIP GALVANIZED

HC-H-027

HEX CAP SCREW (PARALLEL

SHAFT REDUCER)

2 1/2-4 UNC 2A HEX CAP SCREW PER ASTM

A325, TYPE 1, HOT DIP GALVANIZED, 5-3/4"

LONG

HC-H-028

WASHER (PARALLEL SHAFT

REDUCER)

2-1/2" TYPE B REGULAR WASHER, PER ASTM

F436, TYPE 1, HOT DIP GALVANIZED

HC-H-029 LIMIT SWITCH COUPLING

RULAND BEAM COULPING, PRODUCT NUMBER:

PCR16-8MM-5/15"-SS

BRAKE

HC-H-001

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ELECTRIC MOTOR

HC-H-002

RIGHT ANGLE REDUCER

(NORTH SIDE)

HC-H-003

PARALLEL SHAFT REDUCER

(NORTH SIDE)

HC-H-004

RIGHT ANGLE REDUCER

(SOUTH SIDE)

HC-H-014

ENCODER

HC-H-007

LIMIT SWITCH

HC-H-006

LINE SHAFT

HC-H-008

LINE SHAFT BEAM

HC-H-009

LINE SHAFT COUPLING

(CENTER)

HC-H-011

LINE SHAFT COUPLING

HC-H-010

PARALLEL SHAFT REDUCER

(SOUTH SIDE)

HC-H-013

P I

6'-6" 6'-6"

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HC-H-19

HC-H-20

HC-H-21

HC-H-22

HC-H-23

HC-H-24

HC-H-25

HC-H-26

HC-H-16

HC-H-17

HC-H-27

HC-H-28

LIMIT SWITCH COUPLING

HC-H-029

12" 0

SCALE: 12"= 1'-0"

1' 2' 3' 4'

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SCALE: 34"= 1'-0"

12" 6" 0 1' 2'

2'-1

2'-1

LINE SHAFT

HC-H-008

LINE SHAFT

HC-H-008

LINE SHAFT BEAM

HC-H-009

LINE SHAFT COUPLING

HC-H-010

LINE SHAFT COUPLING (CENTER)

HC-H-011

LINE SHAFT COUPLING

HC-H-010

LINE SHAFT BEARING

HC-H-012

LINE SHAFT BEARING

HC-H-012

LINE SHAFT BEARING

HC-H-012

LINE SHAFT BEARING

HC-H-012

LINE SHAFT BEARING SPACER

HC-H-018

TYP. 4 PLACES

MACHINERY SKID

TYP

NOTES:

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

2. ALIGN SHAFTS SUCH THAT SHAFT MISALIGNMENT DOES NOT EXCEED 75% OF EITHER THE

BEARING OR THE COUPLING AMNUFACTURER'S MISALIGNMENT ALLOWANCES.

3. PROVIDE SHIMS UNDER LINE SHAFT BEARINGS AS NEEDED IN ORDER TO MAINTAIN SHAFT

ALIGNMENT.

4. SHIMS SHALL BE FULL SIZE AND SHALL BE MADE OF STAINLESS STEEL.

1/4

TYP. 4 PLACES

LINE SHAFT BEAM ASSEMBLY

SCALE:

4" = 1'-0"

LINE SHAFT BEAM ASSEMBLY

ISOMETRIC VIEW

SCALE: NONE

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SCALE: 6"= 1'-0"

0 1" 2" 3" 6"

SCALE: 11

2"= 1'-0"

12" 9" 6" 3" 0 1'

8" X 45° CHAMFER

TYP BOTH ENDS

STANDARD KEYWAY PER ASME B17.1

TYP BOTH ENDS

Ø

(37'-2

") SEE NOTE 4

36'-2"

36'-8

Ø1" TYP.

2" TYP.

R

" TYP.

W12 X 65

1/4

TYP

NOTES:

1. AFTER FABRICATION, PAINT LINE SHAFT BEAM, AND BEARING SPACERS IN ACCORDANCE

WITH THE SPECIFICATIONS.

2. LINE SHAFT BEAM SHALL BE UNSPLICED.

3. MAINTAIN SURFACE FINISH AT LEAST 24" FROM THE END OF THE SHAFT, TYP. BOTH ENDS.

4. FIELD VERIFY DIMENSIONS.

5. LINE SHAFT DIAMETER IS ACCORDING TO COUPLING MANUFACTURER'S

RECOMMENDATIONS.

2" THICK

1'-0"

" TYP.

LINE SHAFT

SCALE: 6" = 1'-0"

MATERIAL: STAINLESS STEEL

PER: ASTM A564, TYPE 630, CONDITION

H1100

NO. REQ'D: 2 PER HOIST

SEE NOTES 3 AND 5

" TYP ALL GUSSETS

LINE SHAFT BEAM

SCALE: 1

2" = 1'-0"

MATERIAL: STEEL

PER: ASTM A572, GRADE 50

NO. REQ'D: 1 PER HOIST

PART SYMMETRIC ABOUT

CENTERLINE

SEE NOTE 2

DRILL THROUGH AND TAP

FOR 3/4-10 UNC 2B THREADS

TYP.

LINE SHAFT BEARING SPACER

SCALE: 6" = 1'-0"

MATERIAL: STEEL

PER: ASTM A572, GRADE 50

NO. REQ'D: 4 PER HOIST

(20'-3

") SEE NOTE 4

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LIMIT SWITCH MOUNT

"2

Ø

" TYP

Ø3"

1'-0"

1'-0"3"

SCALE: 3" = 1'-0"

MATERIAL: STEEL

PER: ASTM A36

NO. REQ'D: 1 PER HOIST

LIMIT SWITCH DRIVE SHAFT

SCALE: 3" = 1'-0"

MATERIAL: STAINLESS STEEL

PER: ASTM A240, GRADE 304L

NO. REQ'D: 1 PER HOIST

3/16

TYP

3/16

3/16

3/16

3/16

TYP

NOTES:

1. SEE M-001 FOR MECHANICAL GENERAL NOTES.

2. BOLT PATTERN, BOLT CIRCLE, O.D, AND I.D OF LIMIT SWITCH MOUNT TO MATCH

DIMENSIONS OF PARALLEL SHAFT REDUCER LOW SPEED SHAFT BEARING COVER PLATE.

3. MATCH DRILL HOLES FOR LIMIT SWITCH AND BOLT TO MOUNTING PLATE.

4. PROVIDE ALL BOLTS, BUTS, AND WASHERS NECESSARY TO ASSEMBLE THE LIMIT

SWITCH MOUNT, LIMIT SWITCH DRIVE SHAFT, AND LIMIT SWITCH.

5. CONTRACTOR SHALL DESIGN A COVER TO COVER THE LIMIT SWITCH AND ENCODER.

THE COVER SHALL BE MADE OF METAL, SHALL BE EITHER HOT DIP GALVANIZED OR

PAINTED IN ACCORDANCE WITH THE SPECIFICATIONS, AND SHALL BE HINGED FOR EASY

ACCESS TO THE LIMIT SWITCH AND ENCODER.

6. SEVERAL DIMENSIONS ARE DEPENDANT ON, AND MAY BE CHANGED BASED ON THE

LENGTH THAT THE LOW SPEED SHAFT EXTENDS OUT OF THE PARALLEL SHAFT REDUCER

HOUSING. FOR THE PURPOSES OF THE DESIGN SHOWN, THE LOW SPEED SHAFT

EXTENDS 2" PAST THE HOUSING.

7. PAINT THE LIMIT SWITCH MOUNT IN ACCORDANCE WITH THE SPECIFICATIONS.

8. COORDINATE WITH THE GEARBOX MANUFACTURER IN ORDER TO MACHINE THE

MATCHING LOCATIONAL FEATURE IN THE END OF THE LOW SPEED SHAFT.

45° CHAMFER

Ø

Ø

Ø

Ø

Ø

A

.002 A

A

.010 A

.010 A

RIGHT ANGLE REDUCER (SOUTH SIDE)

HC-H-014

PARALLEL SHAFT REDUCER (SOUTH SIDE)

HC-H-013

ENCODER

HC-H-007

LIMIT SWITCH

HC-H-006

LIMIT SWITCH MOUNT ATTACHES

TO PARALLEL SHAFT REDUCER

LOW SPEED SHAFT BEARING COVER PLATE

LIMIT SWITCH AND ENCODER ASSEMBLY

SCALE: NONE

LIMIT SWITCH COUPLING

HC-H-029

LIMIT SWITCH DRIVE SHAFT

IS CONCENTRIC WITH AND

ATTACHES TO PARALLEL SHAFT

REDUCER LOW SPEED SHAFT

STANDARD KEYWAY

PER ASME B17.1

SCALE: 3"= 1'-0"

0 3" 6" 12"

SECTION

SCALE: 3" = 1'-0"

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SCALE: 11

2"= 1'-0"

12" 9" 6" 3" 0 1'

SEPARATOR PLATE, SEE CONTRACT DRAWING M-506,

TYP 5 PLACES PER ASSY.

WRAP PLATE, SEE CONTACT DRAWING M-506,

TYP 6 PLACES PER ASSY.

END PLATE, SEE CONTRACT DRAWING M-506,

TYP 2 PER ASSY.

WIRE ROPE SOCKET,

SEE CONTRACT DRAWING M-507,

TYP 6 PER ASSY.

SEE NOTE 5

WRAP SEPARATOR,

SEE CONTRACT DRAWING M-507,

TYP 6 PER ASSY.

SEE NOTE 5

ROPE SOCKET RETAINER, SEE CONTRACT DRAWING M-507,

TYP 4 PER ASSY.

SECTION: C

SCALE: 1 / 8

1'-3

REF

1'-3

O.D. AT FIRST

LIVE WRAP

SCALE:

WIRE ROPE DRUM ASSEMBLY

1 1/2"=1'-0"

SECTION

SCALE:

A

1 1/2"=1'-0"

SECTION SHOWN WITH

TAINTER GATE IN

CLOSED POSITION

WRAP PLATE

1" WIRE ROPE

ROPE SOCKET,

SPELTER WIRE ROPE INTO SOCKETS

WRAP SEPARATOR

TO GATE CONNECTION

SCALE:

WIRE ROPE DRUM ASSEMBLY

EXPLODED ISOMETRIC VIEW

NTS

NOTES:

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

2. MACHINE BOLT HOLES FOR LC1 FIT WITH DRUM THRU STUD.

3. CONTRACTOR SHALL COORDINATE WITH GEAR BOX MANUFACTURER IN DETERMINING

THE APPROPRIATE TOLERANCES AND PROCESS TO ACHIEVE FN2 CLASS INTERFERENCE

FIT BETWEEN THE WIRE ROPE DRUM ASSEMBLY BORE AND THE GEARBOX OUTPUT

SHAFT. ANNOTATE TOLERANCES AND PROCESS DISCRIPTION ON SHOP DRAWINGS.

4. NUTS AND WASHERS ARE INSTALLED USING AN APPROVED THREAD LUBRICATING

COMPOUND.

5. WRAP SEPARATOR IS RETAINED USING A STAINLESS STEEL

16" SPRING PIN.

MCMASTER CARR PART 92373A465 OR APPROVED EQUAL.

6. TORQUE NUTS TO 1045 FT-LB, LUBRICATED.

SCALE:

WIRE ROPE DRUM ASSEMBLY

ISOMETRIC VIEW

NTS

2 DRUM ASSEMBLIES REQUIRED PER GATE

8"-16 UNC 2A SOCKET HEAD CAP SCREW, 2

2" LONG

TORQUE 12 FT-LBS USING AN APPROVED ANTI-GALLING COMPOUND

TYP 14 PER ASSY.

DRUM THRU STUD, SEE CONTRACT DRAWING M-507,

TYP 7 PER ASSY.

SEE NOTE 2

8" HARDENED CARBON STEEL WASHER,

TYPE 1 CIRCULAR, PER ASTM F436,

TYP 14 PER ASSY.

8"-6 UNC 2B CARBON STEEL,

HEAVY HEX NUT GRADE 7, PER ASTM A194

TYP 14 PER ASSY.

SEE NOTE 6

A

B

SHEET

IDENTIFICATION

1 2 3 4 5 6

E

US Army Corps of Engineers

SHEET OF

M-506

9 23

H I L

E

V

R

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T

E

R E

H A

B I L I T

A T

I O

N

H O

I S

T

D

R U

M

C O

M P

O N

E N

T

D

E T

A I

B E

N

F

I L

A N

G

E C

D B

J F

G

E C

D M

K H

W

N

R

J A

M E

S

M

B

O A

G

P

E

A N

S I

F

H L

D

M

X X

X d w g

PORTLAND DISTRICT

G

E C

D B

J F

F i s t

S a v e d

B y

SCALE: 11

2"= 1'-0"

12" 9" 6" 3" 0 1'

SCALE: 3"= 1'-0"

0 3" 6" 12"

SCALE: 6"= 1'-0"

0 1" 2" 3" 6"

SCALE:

END PLATE

ISOMETRIC VIEW

NTS

SCALE:

SEPARATOR PLATE

ISOMETRIC VIEW

NTS

Ø 10.00

SEE NOTE 3

SCALE:

MATERIAL:

PER:

NO. REQD:

END PLATE

1 1/2"=1'-0"

CARBON STEEL

ASTM A514

2 PER DRUM ASSY.

KEYWAY PER ASME B17.1

SCALE:

MATERIAL:

PER:

NO. REQD:

SEPARATOR PLATE

1 1/2"=1'-0"

CARBON STEEL

ASTM A572 GR. 50

5 PER DRUM ASSY.

KEYWAY

CENTERLINE

2" THRU

TYP 7 PLACES

EQUALLY SPACED

ON 16

2" BOLT CIRCLE

SEE NOTE 2

NOTES:

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

2. MACHINE BOLT HOLES FOR LC1 FIT WITH DRUM THRU STUD.

3. NOMINAL BORE DIMENSION SHOWN. CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING THE APPROPRIATE TOLERANCES FOR THE BORE TO

ACHIEVE FN2 CLASS INTERFERENCE FIT WITH THE MATING PART. SHOW

TOLERANCES ON SHOP DRAWINGS.

4. MATCH DRILL WITH WIRE ROPE RETAINER BOLT HOLES; TYPICAL END PLATE

AND SEPARATOR PLATE.

R

TYP

KEYWAY PER ASME B17.1

MATCH SEPARATOR PLATE LOCATION

BOLT PATTERN MATCHES

SEPARATOR PLATE

SECTION: R

SCALE: 1 / 4

RETAINER SOCKET DETAIL TYPICAL FOR

ENDPLATE AND SEPARATOR PLATE

SYMMETRY ABOUT CENTERLINE

SCALE:

MATERIAL:

PER:

NO. REQD:

WRAP PLATE

3"=1'-0"

CARBON STEEL

ASTM A572 GR. 50

6 PER DRUM ASSY.

R

TYP

8.750

+.000

-.005

R1'-1"

FOR 180°

R11

FOR 180°

KEYWAY PER ASME B17.1

MATCH SEPARATOR PLATE LOCATION

BOLT PATTERN MATCHES

SEPARATOR PLATE

3.505

+.005

-.000

R E

F

8.750

+.000

-.005

7.000

+.005

-.000

3.335

REF

R

R

R

R

.375

+.003

-.000

2.00±.01

.50

+.03

-.00

DRILL AND TAP FOR

8"-16 UNC 2A BOLT,

4" DEPTH

TYP 2 PLACES

5.750

+.007

-.000

SEE NOTE 4

.950

+.000

-.005

SLOT AND

HOLE CENTERLINE

DETAIL

SCALE:

6"=1'-0"

DETAIL

SCALE:

6"=1'-0"

DETAIL: T

SCALE: 1 / 2

5.750

+.007

-.000

SEE NOTE 4

1.000±.005

SYMMETRY

ABOUT

CENTERLINE

SYMMETRY ABOUT CENTERLINES

.005

DRILL AND TAP FOR

8"-16 UNC 2A BOLT,

4" DEPTH

TYP 2 PLACES

8.00

+.01

-.00

3.500

+.005

-.000

1 AS SHOWN; 1 MIRRORED ABOUT CENTERLINE

8.000

+.006

-.000

3.500

+.006

-.000

4.000±.005

R

12.14°

13.57°

Ø10.00

SEE NOTE 3

.005

Ø3'-3"

MIRROR

Ø3'-3"

.375

+.003

-.000

SYMMERY

ABOUT

CENTERLINE

.005

1.10±.01

SECTION

SCALE:

3"=1'-0"

Ø 10.00

SEE NOTE 3

A

B

SHEET

IDENTIFICATION

1 2 3 4 5 6

E

US Army Corps of Engineers

SHEET OF

M-507

10 23

H I L

E

V

R

S P

I L L W

T

E

R E

H A

B I L I T

A T

I O

N

H O

I S

T

D

R U

M

C O

M P

O N

E N

T

D

E T

A I

E

N

F

I L

A N

G

E C

D B

J F

G

E C

D M

K H

W

N

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M E

S

M

B

O A

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P

E

A N

S I

F

H L

D

M

X X

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PORTLAND DISTRICT

G

E C

D B

J F

F i s t

S a v e d

B y

SCALE: 6"= 1'-0"

0 1" 2" 3" 6"

1'-3

SECTION: A

SCALE: 1 : 2

R1'-7

1.00

+.00

-.01

7.975

+.000

-.010

5.750

+.007

-.000

3.495

+.000

-.005

3.250

+.000

-.005

R

R

45° CHAMFER

SECTION: B

SCALE: 1 : 2

1.000

+.000

-.005

2.00

+.00

-.02

R1'-1

3.750

+.000

-.005

Ø.313

+.005

-.001

3.495

+.000

-.005

R

TYP

Ø1

R

1.000

+.000

-.005

R

TYP 4 PLACES

R

TYP

Ø.313

+.005

-.001

R1'-0

R1'-1"

R

8"-6 UNC 2A THREADS

TYP EACH SIDE

2"Ø

SEE NOTE 2

SCALE:

MATERIAL:

PER:

NO. REQD:

WRAP SEPARATOR

6"=1'-0"

CARBON STEEL

ASTM A572 GR. 50

6 PER DRUM ASSY.

SCALE:

MATERIAL:

PER:

NO. REQD:

ROPE SOCKET

6"=1'-0"

CARBON STEEL

ASTM A572 GR. 50

7 PER DRUM ASSY.

SCALE:

MATERIAL:

PER:

NO. REQD:

ROPE SOCKET RETAINER

6"=1'-0"

CARBON STEEL

ASTM A572 GR.50

6 PER DRUM ASSY.

SCALE:

MATERIAL:

PER:

NO. REQD:

DRUM THRU STUD

3"=1'-0"

CARBON STEEL

ASTM A193 GRADE B7

7 PER DRUM ASSY.

.370

+.000

-.005

NOTES:

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

2. MACHINE FOR LC1 FIT WITH HOIST DRUM ASSEMBLY. DRUM STUD

THROUGH HOLES TO BE LINE BORED WITH PLATES ASSEMBLED

TOGETHER.

SECTION

SCALE:

B

6"=1'-0"

SECTION

SCALE:

A

6"=1'-0"

R E

F

1'-4"

TYP

1'-0

REF

R

TYP 2 PLACES

REF

SYMMETRY ABOUT CENTERLINE

DRILL THRU AND COUNTERBORE

FOR

16"-18 UNC SOCKET HEAD CAP SCREW

TYP 2 PLACES

SYMMETRY ABOUT CENTERLINE

SYMMETRY ABOUT CENTERLINE

SYMMETRY ABOUT CENTERLINE

4.250

+.000

-.005

REF

REF

1"

B

A

SCALE: 3"= 1'-0"

0 3" 6" 12"

A

B

SHEET

IDENTIFICATION

1 2 3 4 5 6

E

US Army Corps of Engineers

SHEET OF

M-508

11 23

H I L

E

V

R

S P

I L L W

T

E

R E

H A

B I L I T

A T

I O

N

H O

I S

T

D

R U

M

I N

S T

A L L A

T I O

N

B E

N

F

I L

A N

G

E C

D B

J F

G

E C

D M

K H

W

N

R

J A

M E

S

M

B

O A

G

P

E

A N

S I

F

H L

D

M

X X

X d w g

PORTLAND DISTRICT

G

E C

D B

J F

F i s t

S a v e d

B y

12"

SCALE: 1"= 1'-0"

6" 0 1'

SCALE:

HOIST DRUM INSTALLTION

1"=1'-0"

SCALE:

OUTPUT SHAFT DETAIL

1"=1'-0"

3.500

MIN. CLEARANCE

SECTION: J

SCALE: 1 / 12

SECTION

SCALE:

A

1"-1'-0"

2'-3

18.016

2.500

12.125"

KEY WIDTH

14.875"

SLOT WIDTH

14.173

BY MFR.

13.000

BOLT CLEARANCE

SHOULDER

10.000

FN 2 FIT

WITH HOIST DRUM

9.500

COORDINATE FINAL

TOLERANCE WITH

BEARING MFR.

KEYWAY PER ASME B17.1

R

TYP

GEARBOX FACE

25.150" NOM. TO OF GEARBOX

REF

1.625

PARALLEL SHAFT

REDUCER OUTPUT

SHAFT REDUCER

CENTERLINE

ROTARY CAM LIMIT SWITCH

HC-H-006

INCREMENTAL ENCODER

HC-H-007

SUPPORT FRAME

LINE SHAFT

HC-H-008

PARALLEL SHAFT REDUCER

HC-H--016

RIGHT ANGLE REDUCER

HC-H-003

OUTPUT

SHAFT AND

BEARING

CENTERLINE

5 8

T

O

A

X

D

A M

S E

E

N

O T

E

DRUM SHAFT BEARING

HC-H-005

HOIST DRUM

HC-H-016

ENSURE GEARBOX HEATER (BR-SH-018) IS NOT

CENTERED ON HANDRAIL UPRIGHT

NOTES:

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

2. MACHINERY GUARDS NOT SHOWN; SEE SPECIFICATIONS.

3. DIMENSIONS MAY VARY; FIELD VERIFY.

A

1" Ø WIRE ROPE

TYP 6 PLACES

A

B

SHEET

IDENTIFICATION

1 2 3 4 5 6

E

US Army Corps of Engineers

SHEET OF

M-509

12 23

H I L

E

V

R

S P

I L L W

T

E

R E

H A

B I L I T

A T

I O

N

W I R

E

R

O P

E

G

A T

E

C

O N

N E

C T

I O

N

I N

S T

A L L A

T I O

N

B E

N

F

I L

A N

G

E C

D B

J F

G

E C

D M

K H

W

N

R

J A

M E

S

M

B

O A

G

P

E

A N

S I

F

H L

D

M

X X

X d w g

PORTLAND DISTRICT

G

E C

D B

J F

F i s t

S a v e d

B y

NOTES:

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

LOWER

STRUT

ARM

BOTTOM OF GATE

CONNECTION AND

BOTTOM OF

TAINTER GATE

HOIST DRUM

CENTERLINE

SECTION: E

SCALE: 1 / 48

NEW GATE

CONNECTION

REHABILITATED TAINTER GATE

TRUNNION

EYE OF GATE CONNECTION

MUST BE INSTALLED AT

THE CENTERLINE OF THE

LOWER TRUNNION ARM

A

P

P

R

O

X

SPILLWAY OGEE

DETAIL: G

SCALE: 1 / 16

AFTER INSTALLATION THE CONTRACTOR MUST

PAINT THE EXPOSED METAL ON THE GATE

CONNECTION AND THE WELDS PER

SPECIFICATION 09 97 02.00 25.

NEW GATE

CONNECTION

WELDMENT

SEE CONTRACT DRAWING M-511

GATE CONNECTION MUST BE

CENTERED ON THE

CENTERLINE OF THE END

RIBOF THE LOWER TRUNNION

ARM ON THE BACKSIDE OF THE GATE.

5/8

TYP 100% MT

SCALE:

SPILLWAY TAINTER GATE

SECTION VIEW

1/4"=1'-0"

DETAIL

SCALE:

1"=1'-0"

SCALE:

SPILLWAY GATE CONNECTION

ELEVATION VIEW

3/4"=1'-0"

1'-6

REF

16'-2"

OF GATE

P I E

R

F

A C

E

TRIM EXISTING WEAR PLATE

TYP 2 PLACES

GATE CONNECTION

SLOT CENTER

WEAR PLATE

WIRE ROPES NOT SHOWN

PARTS OMITTED FOR CLARITY

A

B

SHEET

IDENTIFICATION

1 2 3 4 5 6

E

US Army Corps of Engineers

SHEET OF

M-510

13 23

H I L

E

V

R

S P

I L L W

T

E

R E

H A

B I L I T

A T

I O

N

W I R

E

R

O P

E

G

A T

E

C

O N

N E

C T

I O

N

C O

M P

O N

E N

T

A

S S

E M

B L Y

B E

N

F

I L

A N

G

E C

D B

J F

G

E C

D M

K H

W

N

R

J A

M E

S

M

B

O A

G

P

E

A N

S I

F

H L

D

M

X X

X d w g

PORTLAND DISTRICT

G

E C

D B

J F

F i s t

S a v e d

B y

SCALE: 11

2"= 1'-0"

12" 9" 6" 3" 0 1'

2"-13 UNC STAINLESS STEEL BOLT WITH

STANDARD TYPE B WASHER.

INSTALL USING HIGH-LUBRICITY THREADLOCKING COMPOUND,

LOCTITE 2047 OR APPROVED EQUAL.

2 SETS REQUIRED PER GATE CONNECTION

KEEPER PLATE

2 PER GATE CONNECTION

SEE SHEET M-512

CROSS WING NUT,

24 REQUIRED PER GATE CONNECTION

SEE SHEET M-512

BRIDGE SOCKET,

6 REQUIRED PER GATE CONNECTION

SEE SHEET M-512

U-BOLT SPACER,

SEE SHEET M-512

U-BOLT,

6 REQUIRED PER GATE CONNECTION

SEE SHEET M-512

GATE CONNECTION WELDMENT, SEE SHEET M-511

GATE CONNECTION PIN, SEE SHEET M-512

GATE CONNECTION BUSHING,

2 REQUIRED PER GATE,

SEE SHEET M-512

AN EQUAL NUMBER OF

THREADS MUST BE VISIBLE

ABOVE THE NUTS ON EACH

LEG OF A SINGLE U-BOLT.

CONNECTION PLATE MUST BE CONCENTRIC

WITH TAINTER GATE SKIN PLATE

SCALE:

GATE CONNECTION ASSEMBLY

3"=1'-0"

SCALE:

GATE CONNECTION ASSEMBLY

EXPLODED ISOMETRIC VIEW

NTS

SCALE:

GATE CONNECTION ASSEMBLY

ISOMETRIC VIEW

1 1/2"=1'-0"

LUBRICATE THREADS AND CONTACT SURFACES

USING APPROVED ANTI-GALLING

COMPOUND TORQUE TO 461 FT-LBS.

SEE SPECIFICATION 35 20 16.48 25

SPELTER WIRE ROPE INTO BRIDGE SOCKET

SEE SPEC SECTION 35 20 16.48 25

NOTES:

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

CROSS WING WASHER

8" STAINLESS STEEL NARROW TYPE B WASHER

12 REQUIRED PER GATE CONNECTION

A

B

SHEET

IDENTIFICATION

1 2 3 4 5 6

E

US Army Corps of Engineers

SHEET OF

M-511

14 23

H I L

E

V

R

S P

I L L W

T

E

R E

H A

B I L I T

A T

I O

N

G A

N

N E

C T

I O

N

W E

L D

M E

N T

B E

N

F

I L

A N

G

E C

D B

J F

G

E C

D M

K H

W

N

R

J A

M E

S

M

B

O A

G

P

E

A N

S I

F

H L

D

M

X X

X d w g

PORTLAND DISTRICT

G

E C

D B

J F

F i s t

S a v e d

B y

SCALE:

MATERIAL:

PER:

NO. REQD:

GATE CONNECTION WELDMENT

3"=1'-0"

CARBON STEEL

ASTM A572 GR. 50

2 PER GATE

SCALE:

GATE CONNECTION WELDMENT

ISOMETRIC VIEW

NTS

NOTES:

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

2. PERFORM WELDING PER GOVERNMENT SPECIFICATION AND AWS D1.5.

3. COORDINATE FINAL TOLERANCE AND SURFACE CONDITION WITH BUSHING

MANUFACTURER.

ROLL BASE PLATE TO MATCH

TAINTER GATE SKIN PLATE RADIUS

13.00

HOLD

7/16

TYP 2 PLACES

MT 100%

SYMMETRY

ABOUT

CENTERLINE

1" THICK PLATE

2" THICK PLATE

TYP 2 PLACES

2" THICK PLATE

TYP 2 PLACES

R1"

TYP

R2"

TYP

R2"

TYP

23.00°

"11

R4"

R4"

6"

R4"

B

SECTION

SCALE:

A

3"=1'-0"

SECTION

SCALE:

B

3"=1'-0"

1/4

TYP

1/4

TYP

SECTION

SCALE:

C

3"=1'-0"

1'-8

SECTION: H

SCALE: 1 / 4

5.250 NOM.

SEE NOTE 3

.000A

.010 B

A

A

B

SHEET

IDENTIFICATION

1 2 3 4 5 6

E

US Army Corps of Engineers

SHEET OF

M-512

15 23

H I L

E

V

R

S P

I L L W

T

E

R E

H A

B I L I T

A T

I O

N

G A

N

N E

C T

I O

N

C O

M P

O N

E N

T

D

E T

A I L S

B E

N

F

I L

A N

G

E C

D B

J F

G

E C

D M

K H

W

N

R

J A

M E

S

M

B

O A

G

A N

S I

F

H L

D

M

X X

X d w g

PORTLAND DISTRICT

G

E C

D B

J F

F i s t

S a v e d

B y

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"

SCALE:

MATERIAL:

PER:

NO. REQD:

CROSS WING NUT

12"=1'-0"

STAINLESS STEEL

ASTM A564, UNS S17400, TYPE 630, CONDITION A, TEMPER H1100

24 PER GATE CONNECTION

SECTION

SCALE:

A

12"=1'-0"

SCALE:

MATERIAL:

PER:

NO. REQD:

KEEPER PLATE

3"=1'-0"

STAINLESS STEEL

ASTM A240 UNS S30400

2 PER GATE CONNECTION

SCALE:

MATERIAL:

PER:

NO. REQD:

GATE CONNECTION PIN

6"=1'-0"

STAINLESS STEEL

ASTM A564 UNS S17400, CONDITION H1100

1 PER GATE CONNECTION

SCALE:

MATERIAL:

PER:

NO. REQD:

BRIDGE SOCKET

6"=1'-0"

STAINLESS STEEL

ASTM A564, UNS S17400, TYPE 630, CONDITION A, H1100

6 PER GATE CONNECTION

SECTION

SCALE:

B

6"=1'-0"

SCALE:

MATERIAL:

PER:

NO. REQD:

U-BOLT SPACER

6"=1'-0"

SELF LUBRICATING COMPOSITE

CIP 151A OR APPROVED EQUAL

1 PER GATE CONNECTION

SECTION

SCALE:

C

6"=1'-0"

SCALE:

MATERIAL:

PER:

NO. REQD:

CROSS WING SOCKET

12"=1'-0"

STAINLESS STEEL

ASTM A564, UNS S17400, TYPE 630, CONDITION A, TEMPER H1100

SCALE:

MATERIAL:

PER:

NO. REQD:

GATE CONNECTION BUSHING

6"=1'-0"

SELF LUBRICATING COMPOSITE

KAMATICS KARON-V WITH BRONZE BACKING OR APPROVED EQUAL

2 PER GATE CONNECTION

SECTION

SCALE:

D

6"=1'-0"

SCALE:

MATERIAL:

PER:

NO. REQD:

U-BOLT

3"=1'-0"

STAINLESS STEEL

A564, UNS S17400, TYPE 630, CONDITION A, TEMPER H1100

6 PER GATE CONNECTION

SCALE:

U-BOLT ASSEMBLY

3"=1'-0"

SECTION: E

SCALE: 1 / 2

SECTION: F

SCALE: 1 / 2

16" CHAMFER

TYP

.355±.003

TYP

STANDARD

4" SQUARE DRIVE GEOMETRY

SECTION: G

SCALE: 1 / 2

8" X 45° CHAMFER

BOTH ENDS

12.875±.015

R.58

+.05

-.00

2.10±.01

TYP

6.00

+.02

-.00

4.005

+.004

-.000

R

Ø1

TYP 2 PLACES

18.063±.005

8" X 45° CHAMFER

TYP 2 PLACES

DRILL AND TAP FOR

2"-13 UNC 2A THREADS,

2" IN DEPTH

.375±.003

16"X45° CHAMFER

TYP

Ø3.995

+.000

-.002

2.500±.005

2.000±.005

5.230

+.000

-.010

SEE NOTE 2

4.005

+.004

-.000

AFTER BEARING

INSTALLATION

8"-7 UNC 2B THREADS

6"

SYMMETRY ABOUT CENTERLINE

SYMMETRY ABOUT CENTERLINE

SYMMETRY ABOUT CENTERLINE

SYMMETRY ABOUT CENTERLINE

SYMMETRY ABOUT CENTERLINE

NOTES:

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

2. COORDINATE FINAL INTERFERENCE FIT TOLERANCE WITH GATE

CONNECTION WELDMENT FABRICATOR AND SELF-LUBRICATED BEARING

MFR.

CHAMFER

8" X 45°

TYP 3 PLACES

Ø6"

Ø

THRU

6"

T H

R E

A D

S

R O

D

C

L E

A R

A N

P

T H

8" ROD

CROSS WING NUTS

TYP 4 PLACES

BRIDGE SOCKET

U-BOLT

Ø6"

ROLL 1

8"-7 2A THREADS

PRIOR TO HEAT TREAT

A

B

A

B

SHEET

IDENTIFICATION

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US Army Corps of Engineers

SHEET OF

M-513

16 23

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NTS

STAFF GAUGE ASSEMBLY - ISOMETRIC

NO REQ'D: 1 PER GATE

SCALE: 3/32" = 1'-0"

GATE UPSTREAM - ELEVATION

SCALE: 3/8" = 1'

STAFF GAUGE ASSEMBLY

NTS

STAFF GAUGE ASSEMBLY - ISOMETRIC

DETAIL

SCALE: 3" = 1'

FASTENERS NOT SHOWN FOR CLARITY

VIEW

A

NTS

MARKER PLATE

INCREMENT/FOOT MARKER

10-24 UNC ROUND HEAD MACHINE

SCREW AND TYPE B PLAIN WASHER

TYP.

DETAIL

SCALE: 3" = 1'

SCALE: 38"= 1'-0"

12" 0 2' 4' 6'

SCALE: 332"= 1'-0"

5' 0 5' 10' 15'5' 0 5' 10' 15'

SCALE: 3"= 1'-0"

0 3" 6" 12"

NOTES:

1. SEE M-001 FOR MECHANICAL GENERAL NOTES.

2. TOP OF INCREMENT AND FOOT MARKERS SHALL BE FLUSH WITH EDGE OF OF MARKER PLATE. SEE

SHEET M-519 FOR MARKER DETAILS. INCREMENT MARKER SHALL BE PARALLEL WITH THE OPEN ANGLE

AND PLACED ACCORDING TO THE MATCH MARKING.

3. AFTER INSTALLATION OF STUDS, CONTRACTOR SHALL MASK THREADS OF BASEPLATE STUDS AND

PAINT BARE STEEL ON SKIN PLATE IAW SPEC SECTION 09 97 02.00 25.

4. FOOT MARKERS SHALL BE PLACED ALONG THE ENTIRETY OF THE MARKER PLATE ARCLENGTH.

INCREMENT MARKERS TO BE PLACED EVERY 6" OF GATE OPENING UP TO 5'. MARKER PLACEMENT IS

NONLINEAR AND SHALL BE PLACED ACCORDING TO FIELD MEASUREMENT TEMPLATE.

5. PROVIDE FOOT NUMBERS AT ONE-FOOT INCREMENTS FROM 0' TO 35' PLACED ADJACENT ADJACENT TO

EACH CORRESPONDING FOOT MARKER. NUMBERS SHALL BE NOMINALLY 2" HIGH, MADE OF 6061

ALUMINUM WITH A BLACK INDUSTRIAL ANODIZED FINISH.

6. ATTACH NUMBERS TO STAFF GAUGE WITH TWO 10-24 UNC MACHINE SCREWS. DRILL AND TAP STAFF

GAUGE TO MATCH.

7. FASTENERS SHALL BE ACCORDING TO MECHANICAL GENERAL NOTES AND INSTALLED WITH LOCTITE

2047 OR SIMILAR APPROVED PRODUCT THAT PROVIDES THREADLOCKING, ANTI-GALLING, AND CURES IN

AN ANAEROBIC ENVIRONMENT.

8. STAINLESS STEEL STUD WELDING SHALL BE IAW THE REQUIREMENTS OF AWS D1.6, CHAPTER7, STUD

WELDING. ALL TESTING AND INSPECTION SHALL BE PER CHAPTER 7.

STAFF GAUGE GATE MOUNT PLATE

" DIAMETER

NYLON WASHER

MCMASTER 95606A481 OR APPROVED EQUAL

"-13 UNC HEX NUT

STUD WELD

"-13 UNC T304

STAINLESS STEEL, POST

ANNEALED, THREADED STUD.

NELSON STUD OR APPROVED

EQUAL. SEE NOTES.

SCALE: 12" = 1'-0"

STAFF GAUGE INSTALLATION DETAIL

" THICK NEOPRENE GASKET

TO ISOLATE ENTIRE BACK SURFACE

OF STAFF GAUGE. PATTERN OFF GATE

MOUNT PLATE. SEE SPEC SECTION

35 20 16.47 25 FOR DETAILS

SKIN PLATE, THICKNESS VARIES

STAFF GAUGE TO BE FLUSH

MOUNTED WITH TOP OF

GATE, TYP.

5'-6"

NOMINAL DISTANCE FROM PIER WALL, TYP.

INDICATION MARKERS

MARKER PLATE

GATE MOUNT PLATE

1/4 2-4

1/4 2-4

SKIP WELDS THAT

WILL INTERFERE

WITH BOLT HOLES

FOOT MARKER NUMBER, ORIENT SUCH

THAT NUMBERS ARE VERTICAL WHEN

GATE INDICATEOR ARROW POINTS

TO THE ASSOCIATED FOOT MARKER.

SEE NOTES.

COLOR

DELINEATION LINE

SEE NOTES

MARKER PLATE

INCREMENT MARKER, SEE NOTES

FOOT MARKER, SEE NOTES

GATE MOUNT PLATE

ENSURE STAFF GAUGE

DOES NOT INTERFERE

WITH GATE HANGAR

OPERATION

FIELD MEASURE MARKER LOCATIONS IAW SPECIFICATIONS

A

B

SHEET

IDENTIFICATION

1 2 3 4 5 6

E

US Army Corps of Engineers

SHEET OF

M-514

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1/2" PLATE THICKNESS

5"

1"

3"

'12" NOMINAL CENTER TO CENTER REPEATING TO THE BOTTOM

PAINT COLOR: WHITE

PAINT COLOR: SAFETY YELLOW

PAINT COLOR: LIGHT BLUE

PAINT COLOR: BUFF

PAINT COLOR: RED

PAINT COLOR: WHITE

2'-0"

6"

CENTERLINE

T Y

P

TYP

TYP

'2" FROM TOP

3"

47' 11

16 "

48.00°'

4 " THICKNESS

4 " THICKNESS

T Y

P

A

L L

M I N

DRILL AND TAP 10-24 UNC

TYP ALL

8"

R47'-11

48.00°'

"SLOT LENGTH

SLOT WIDTH

1"

T Y

P

A

L L

M I N

SCALE: 3/8" = 1'-0"

GATE MOUNT PLATE

MATERIAL: ALUMINUM

PER: ASTM B209, 6061-T6

NO. REQ'D: 1 PER GATE

SECTION

SCALE: 3/8" = 1'-0"

B

SCALE: 3/8" = 1'-0"

MARKER PLATE

MATERIAL: ALUMINUM

PER: ASTM B209, 6061-T6

NO. REQ'D: 1 PER GATE

DETAIL

SCALE: 6" = 1'-0"

DETAIL

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

SCALE: 3" = 1'-0"

ARROW INDICATOR

MATERIAL: STEEL

COLOR: RED

PER: ASTM A36

NO. REQ'D: 1 PER GATE

SYMMETRY ABOUT CENTERLINE

SCALE: 24" = 1'-0"

FOOT MARKER

MATERIAL: ALUMINUM

COLOR: BLACK

PER: ASM B209, 6061-T6

NO. REQ'D: 36 PER GATE

SCALE: 24" = 1'-0"

INCREMENT MARKER

MATERIAL: ALUMINUM

COLOR: BLACK

PER: ASTM B209, 6061-T6

NO. REQ'D: 5 PER GATE

NOTES:

1. SEE M-001 FOR MECHANICAL GENERAL NOTES.

2. PAINTING SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 09 97 03.00 25.

3. THE COLOR DELINEATION LINE INDICATES THE BORDER TO WHICH THE CONTRACTOR

SHALL PAINT DIFFERING COLORS EACH FOOT ACROSS THE ENTIRE SURFACE.

4. CONTRACTOR SHALL INSTALL ARROW INDICATOR SUCH THAT THE TIP OF THE ARROW IS

ALIGNED WITH THE OUTSIDE EDGE OF THE ZERO FOOT MARKER ON THE STAFF GAUGE.

CONTRACTOR TO SUBMIT PLAN FOR ANCHORING THE ARROW FOR APPROVAL PRIOR TO

INSTALL.

SCALE: 38"= 1'-0"

12" 0 2' 4' 6'

SCALE: 3"= 1'-0"

0 3" 6" 12"

SCALE: 11

2"= 1'-0"

12" 9" 6" 3" 0 1'

SCALE: 6"= 1'-0"

0 1" 2" 3" 6"

SCALE: 24"= 1'-0"

0 0.5"

1" 1.5"

A

B

SHEET

IDENTIFICATION

1 2 3 4 5 6

E

US Army Corps of Engineers

SHEET OF

M-515

18 23

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SCALE: NTS

EXPLODED ISOMETRIC VIEW

GATE ROLLER ASSEMBLY

SCALE: 6" = 1'-0"

GATE ROLLER ASSEMBLY

ROLLER LOCATION DETAIL

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

M-102

SCALE: 6" = 1'-0"

THRUST WASHER

MATERIAL: SELF-LUBRICATED COMPOSITE, CIP 151A OR EQUAL

QUANTITY: 2 PER ROLLER ASSEMBLY

SCALE: 6" = 1'-0"

GATE ROLLER

MATERIAL: CARBON STEEL, PER ASTM A572 GR 50

QUANTITY: 1 PER ROLLER ASSEMBLY

SCALE: 12" = 1'-0"

GATE ROLLER PIN

MATERIAL: STAINLESS STEEL, 17-4 PH COND. H1100

QUANTITY: 1 PER ROLLER ASSEMBLY

SCALE: 6" = 1'-0"

GATE ROLLER BASEPLATE

MATERIAL: CARBON STEEL, ASTM A572 GR 50

QUANTITY: 1 PER ROLLER ASSEMBLY

SCALE: 12" = 1'-0"

ROLLER PIN KEEPER BAR

MATERIAL: STAINLESS STEEL, 17-4 PH COND. H1100

QUANTITY: 1 PER ROLLER ASSEMBLY

1"

2"

" (REF)

7"

9"

Ø

"-13 UNC

THREADED HOLE,

TYP ONE EAR ONLY

Ø3.00

NOMINAL,

SEE NOTE 2

" TYP

Ø1

" THRU, TYP 4 PLACES

1"

Ø4"

Ø3.00" NOMINAL, SEE NOTE 1

" CHAMFER

" THICK BAR

" THRU, TYP

CL OF ROLLER

BASEPLATE

CL OF ROLLER

THICKNESS 0.125

Ø6

ALTERNATE RED AND

WHITE PAINT COLORS

TO PRODUCE 8

DISTINCT ROLLER

SEGMENTS. SEE SPEC

SECTION 09 97 03.00 25

FOR FURTHER DETAILS.

Ø3.50" NOMINAL, SEE

NOTE 3 FOR DETAILS

Ø6"

Ø3

THICKNESS 3.00

3"

Ø3.50" NOMINAL, SEE NOTE 3 FOR DETAILS

Ø3.00" NOMINAL, SEE NOTE 1 FOR DETAILS

NOTES:

1. SIZE PIN-BUSHING INTERFACE APPROPRIATELY FOR A

CLASS RC 7 RUNNING CLEARANCE FIT, PER BUSHING

MANUFACTURER'S RECOMMENDATIONS

2. SIZE PIN-BASEPLATE EAR INTERFACE APPROPRIATELY FOR

A CLASS RC 7 RUNNING CLEARANCE FIT, PER MACHINERY'S

HANDBOOK, 28TH ED.

3. SIZE BUSHING-ROLLER INTERFACE PER BUSHING

MANUFACTURER'S RECOMMENDATIONS FOR AN

INTERFERENCE FIT.

GATE ARM

EXISTING GUIDE SHOE

MOUNTING PLATE

ORIENT GATE ROLLER ASSEMBLY

WITH KEEPER BAR AND BOLTS ON

TRUNNION SIDE OF GATE

F

I

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A

GATE ROLLER PIN

THRUST WASHER

ROLLER BUSHING

GATE ROLLER

ROLLER PIN

KEEPER BAR

GATE ROLLER BASEPLATE

"-13 UNC STAINLESS

STEEL STRUCTURAL

CAP SCREWS, TYP

3.375

+0.05"

-0.00"

" (REF)

" STAINLESS STEEL, NARROW

TYPE B WASHERS, TYP

"R FILLET,

THIS EDGE

ONLY

"R FILLET

D O

W N

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R U

N N

I O

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S

I D

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U P

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P

A

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I D

3/8

TYP, BOTH EARS

SCALE: 12" = 1'-0"

ROLLER BUSHING

BUSHING MATERIAL: KAMATICS KARON V OR EQUAL

BACKING MATERIAL: TOUGHMET OR APPROVED EQUAL

QUANTITY: 1 PER ROLLER ASSEMBLY

SCALE: 6"= 1'-0"

0 1" 2" 3" 6"

SCALE: 12"= 1'-0"

0 1" 2" 3"

SCALE: 11

2"= 1'-0"

12" 9" 6" 3" 0 1'

INSTALL ONE GATE ROLLER

ASSEMBLY ON EACH GATE

ARM. 6 ROLLER ASSEMBLIES

REQUIRED PER GATE.

+0.02"

-0.00"

+0.05"

-0.00"

KAMATICS KARON V OR

APPROVED EQUAL BUSHING

RUNNING SURFACE

A

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SHEET

IDENTIFICATION

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E

US Army Corps of Engineers

SHEET OF

M-516

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SCALE: 11

2"= 1'-0"

12" 9" 6" 3" 0 1'

SCALE: 3"= 1'-0"

0 3" 6" 12"

A

SCALE: = 1'-0"

MATERIAL:

NO. REQD:

TRUNNION THRUST WASHER

3"

SELF-LUBRICATED COMPOSITE

COLUMBIA INDUSTRIAL PRODUCTS

CIP HYDRO OR APPROVED EQUAL

SCALE: = 1'-0"

TRUNNION ASSEMBLY ELEVATION

TRUNNION ANCHORAGE AND OTHER COMPONENTS OMMITTED FOR CLARITY

1 1/2"

TRUNNION

ANCHORAGE

AND

OTHER

COMPONENTS

OMMITTED

FOR

CLARITY

TRUNNION ASSEMBLY EXPLODED VIEW

NTS

DETAIL

SCALE: = 1'-0"

12"

DETAIL

SCALE: = 1'-0"

12"

DETAIL

SCALE: = 1'-0"

1"

SECTION

SCALE: = 1'-0"

A

1 1/2"

TRUNNION PIN KEEPER PLATE

2"-6 UNC 2A HEX BOLT x 3" LONG

AND TYPE B NARROW PLAIN WASHER,

TYP 4 PLACES. INSTALL SNUG TIGHT.

SEE NOTE 1.

TRUNNION PIN

TRUNNION HUB

NOTES:

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

2. DRILL THRU THRUST WASHER AND REQUIRED DEPTH INTO TRUNNION

HUB FACE TO INTERSECT VERTICAL GREASE LINE.

3. UNLESS OTHERWISE NOTED, MECHANICAL FASTENERS SHALL BE 18-8

OR 300 SERIES STAINLESS STEEL AND INSTALLED USING AN

APPROVED ANTI-GALLING COMPOUND.

NOTES:

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

2. MACHINE BOLT HOLES FOR LC1 FIT WITH DRUM THRU STUD.

3. NOMINAL BORE DIMENSION SHOWN. CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING THE APPROPRIATE TOLERANCES FOR THE BORE TO

ACHIEVE FN2 CLASS INTERFERENCE FIT WITH THE MATING PART. SHOW

TOLERANCES ON SHOP DRAWINGS.

4. MATCH DRILL WITH WIRE ROPE RETAINER BOLT HOLES; TYPICAL END PLATE

AND SEPARATOR PLATE.

SECTION: M

SCALE: 1 / 2

0.750±0.010"

THICK

0.305±0.008"

0.285±0.005"

26.420

26.405

25.000" GROOVE CIRCLE

16.988

16.973

0.375±0.010"

8"R GREASE GROOVE x

8" DEEP

4" THRU, MATCH DRILLED WITH TRUNNION YOKE

DRILL AND COUNTERSINK FOR

4" FLAT COUNTERSUNK HEAD CAP SCREW.

16" MIN CLEARANCE BETWEEN SCREW HEAD AND THRUST SURFACE. TYP 8

EVENLY SPACED PLACES ON A 21.75" B.C.

WEAR SURFACE

TRUNNION THRUST WASHER,

SEE SHEET M-518.

TRUNNION HUB

TRUNNION BUSHING,

SEE SHEET M-518.

TRUNNION PIN

KEEPER PLATE,

SEE SHEET M-518.

TRUNNION PIN,

SEE SHEET M-518.

4" FLAT COUNTERSUNK HEAD CAP

SCREWS, TYP 8 PER ASSEMBLY.

SEE NOTE 3

KEEPER PLATE MECHANICAL

FASTENERS AND WASHERS,

TYP 4 PER ASSEMBLY.

SEE SHEET M-517.

TRUNNION YOKE

GREASE HOLE TO BE CAPPED UPON

INSTALLATION FOR FUTURE USE.

DRILL

4" GREASE LINE HOLE

ON 25" B.C. SEE NOTE 2

DRILL

4" HOLE TO INTERSECT

HORIZONTAL GREASE HOLE.

DRILL AND TAP

4" FNTP.

CAP HOLE FOR FUTURE USE.

SPRING ENERGIZED SEAL

O-RING

THRUST RING SEAL

O-RING

NEW TRUNNION BUSHING

MADE FROM SELF-LUBRICATING

COMPOSITE MATERIAL. SHRINK

FIT NEW BUSHING INTO

TRUNNION HUB.

THRUST SURFACE ON STAINLESS

STEEL HUB RING

TRUNNION HUB

TRUNNION BUSHING GREASE GROOVES SHALL

BE INSTALLED FACING GATE AS SHOWN

SECTION: N

SCALE: 1/4

TRUNNION HUB

STAINLESS STEEL HUB RING

TRUNNION BUSHING

GREASE GROOVE

DETAIL: P

SCALE: 1 / 64

DETAIL: T

SCALE: 1 / 16

F L

O W

NORTH TRUNNION ASSEMBLY

EXISTING TAINTER GATE

TRUNNION ANCHORAGE

GATE1

SOUTH TRUNNION YOKE

SOUTH TRUNNION ASSEMBLY

MACHINERY PLATFORM

CONCRETE PIER

THRUST BEARING

BLOCK

FACE OF CONCRETE PIER

THRUST WASHER

TRUNNION HUB

42'-0"

OF TRUNNION BUSHING

(2")

SCALE: 34"= 1'-0"

12" 6" 0 1' 2'12"0 5' 10'

SCALE: 316"= 1'-0"

B

SECTION

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

B

SECTION

SCALE: 3" = 1'-0"

A

DETAIL

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

SCALE: 3/16" = 1'-0"

PLAN VIEW

TRUNNION ASSEMBLY

NTS

TRUNNION ASSEMBLY EXPLODED VIEW

TRUNNION ANCHORAGE AND OTHER COMPONENTS OMMITTED FOR CLARITY

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

TRUNNION HUB PLAN VIEW

SEE STRUCTURAL DRAWINGS FOR DETAILS OF GATE

ARM, TRUNNION HUB, AND THRUST SURFACE

CENTER AXIALLY IN

TRUNNION HUB

A

B

SHEET

IDENTIFICATION

1 2 3 4 5 6

E

US Army Corps of Engineers

SHEET OF

M-517

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SECTION: B

SCALE: 1/4

DETAIL: H

SCALE: 1 : 1

DETAIL: J

SCALE: 1 : 1

TRUNNION ASSEMBLY ISOMETRIC

N.T.S

DETAIL

SCALE: = 1'-0"

12"

DETAIL

SCALE: = 1'-0"

12"

DETAIL

SCALE: = 1'-0"

1"

SECTION

SCALE: = 1'-0"

A

3"

TRUNNION YOKE

TRUNNION PIN KEEPER PLATE

2"-6 UNC 2A HEX BOLT x 3" LONG

AND TYPE B NARROW PLAIN WASHER,

TYP 4 PLACES. INSTALL SNUG TIGHT.

SEE NOTE 2.

TRUNNION PIN

TRUNNION HUB

TRUNNION HUB

TRUNNION PIN

TRUNNION PIN KEEPER PLATE

TRUNNION YOKE

THRUST WASHER

TRUNNION BUSHING

TRUNNION HUB

TRUNNION YOKE

SS THRUST SURFACE

TRUNNION PIN

TRUNNION YOKE

THRUST WASHER

SS THRUST SURFACE

TRUNNION HUB

TRUNNION BUSHING

TRUNNION PIN

ECLIPSE SEALS E-16680

THRUST RING SEAL

ET006 CARBON PTFE

OR APPROVED EQUAL

ECLIPSE SEALS

OR-E70-395 70 SHORE A

ETHYLENE PROPYLENE

O-RING OR APPROVED

EQUAL

ECLIPSE SEALS

OR-E70-462 70 SHORE A

ETHYLENE PROPYLENE

O-RING OR APPROVED

EQUAL

TRUNNION PIN

TRUNNION BUSHING

TRUNNION YOKE

TRUNNION HUB

ECLIPSE SEALS E-16679

SPRING ENERGIZED SEAL

ET006 CARBON PTFE

STAINLESS STEEL

OR APPROVED EQUAL

NOTES:

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

2. KEEPER PLATE MECHANICAL FASTENERS AND WASHERS SHALL BE IAW

WITH ASTM A325 GALVANIZED.

3. UNLESS OTHERWISE NOTED, MECHANICAL FASTENERS SHALL BE 18-8

OR 300 SERIES STAINLESS STEEL AND INSTALLED USING AN

APPROVED ANTI-GALLING COMPOUND.

NOTES:

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

2. MACHINE BOLT HOLES FOR LC1 FIT WITH DRUM THRU STUD.

3. NOMINAL BORE DIMENSION SHOWN. CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING THE APPROPRIATE TOLERANCES FOR THE BORE TO

ACHIEVE FN2 CLASS INTERFERENCE FIT WITH THE MATING PART. SHOW

TOLERANCES ON SHOP DRAWINGS.

4. MATCH DRILL WITH WIRE ROPE RETAINER BOLT HOLES; TYPICAL END PLATE

AND SEPARATOR PLATE.

SS THRUST SURFACE

TRUNNION HUB

SCALE: 11

2"= 1'-0"

12" 9" 6" 3" 0 1'

SCALE: 3"= 1'-0"

0 3" 6" 12"

SCALE: 12"= 1'-0"

0 1" 2" 3"

A

SECTION

SCALE: 3" = 1'-0"

A

DETAIL

SCALE: 12" = 1'-0"

DETAIL

SCALE: 12" = 1'-0"

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

TRUNNION ASSEMBLY ELEVATION

TRUNNION ANCHORAGE AND OTHER COMPONENTS OMMITTED FOR CLARITY

A

B

SHEET

IDENTIFICATION

1 2 3 4 5 6

E

US Army Corps of Engineers

SHEET OF

M-525

21 23

H I L

E

V

R

S P

I L L W

T

E

R E

H A

B I L I T

A T

I O

N

T R

U N

N I O

N

C O

M P

O N

E N

T

D

E T

A I L S

J A

M E

S

R

L

O V

I N

G

E C

D J R

L G

E

C D

M K

H W

N

R

J A

M E

S

M

B

O A

G

P

E

A N

S I

F

H L

D

M

X X

X d w g

PORTLAND DISTRICT

G

E C

D M

K H

F i s t

S a v e d

B y

SCALE: 11

2"= 1'-0"

12" 9" 6" 3" 0 1'

SCALE: 3"= 1'-0"

0 3" 6" 12"

SCALE: 12"= 1'-0"

0 1" 2" 3"

DETAIL: H

SCALE: 1 : 1

DETAIL: J

SCALE: 1 : 1

SCALE: = 1'-0"

MATERIAL:

NO. REQD:

TRUNNION THRUST WASHER

3"

SELF-LUBRICATED COMPOSITE

2 PER GATE

COLUMBIA INDUSTRIAL PRODUCTS

CIP HYDRO OR APPROVED EQUAL

SCALE: = 1'-0"

TRUNNION ASSEMBLY ELEVATION

TRUNNION ANCHORAGE AND OTHER COMPONENTS OMMITTED FOR CLARITY

1 1/2"

TRUNNION ASSEMBLY ISOMETRIC

N.T.S

DETAIL

SCALE: = 1'-0"

12"

DETAIL

SCALE: = 1'-0"

12"

DETAIL

SCALE: = 1'-0"

1"

SCALE: = 1'-0"

TRUNNION PIN KEEPER PLATE

2"-6 UNC 2A HEX BOLT x 3" LONG

AND TYPE B NARROW PLAIN WASHER,

TYP 4 PLACES. INSTALL SNUG TIGHT.

SEE NOTE 1.

TRUNNION PIN

TRUNNION YOKE

THRUST WASHER

SS THRUST SURFACE

TRUNNION HUB

TRUNNION BUSHING

TRUNNION PIN

E-16680

THRUST RING SEAL

ET006 CARBON PTFE

OR-E70-395

70 SHORE A

ETHYLENE PROPYLENE

O-RING

OR-E70-462

70 SHORE A

ETHYLENE PROPYLENE

O-RING

TRUNNION PIN

TRUNNION BUSHING

TRUNNION YOKE

TRUNNION HUB

E-16679

SPRING ENERGIZED SEAL

ET006 CARBON PTFE

STAINLESS STEEL

NOTES:

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

2. DIMENSIONAL TOLERANCES SHALL BE 1

32" LINEAR AND 0.5" ANGULAR,

UNLESS OTHERWISE SHOWN

3. UNLESS OTHERWISE NOTED, MECHANICAL FASTENERS SHALL BE 18-8

OR 300 SERIES STAINLESS STEEL AND INSTALLED USING AN

APPROVED ANTI-GALLING COMPOUND.

4. BREAK ALL CORNERS AND EDGES.

5. TRUNNION BUSHING OD AND ID DIMENSIONS BASED ON MANUFACTUER

RECOMMENDATION. IF APPROVED EQUAL IS USED, WORK WITH

MANUFACTUER TO ENSURE APPROPRIATE DIMENSIONS FOR SHRINK FIT.

6. 125 MICROINCH SURFACE TEXTURE ON ALL MACHINED SURFACES,

SURFACE TEXTURE PER ANSI B46.1.

NOTES:

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

2. MACHINE BOLT HOLES FOR LC1 FIT WITH DRUM THRU STUD.

3. NOMINAL BORE DIMENSION SHOWN. CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING THE APPROPRIATE TOLERANCES FOR THE BORE TO

ACHIEVE FN2 CLASS INTERFERENCE FIT WITH THE MATING PART. SHOW

TOLERANCES ON SHOP DRAWINGS.

4. MATCH DRILL WITH WIRE ROPE RETAINER BOLT HOLES; TYPICAL END PLATE

AND SEPARATOR PLATE.

0.750±0.010"

THICK

0.305±0.008"

0.285±0.005"

26.420

26.405

25.000" GROOVE CIRCLE

16.990

16.975

0.375±0.010"

8"R GREASE GROOVE x

8" DEEP

4" THRU, MATCH DRILLED WITH TRUNNION YOKE

DRILL AND COUNTERSINK FOR

4" FLAT COUNTERSUNK HEAD CAP

SCREW.

16" MIN CLEARANCE BETWEEN SCREW HEAD AND THRUST

SURFACE. TYP 8 EVENLY SPACED PLACES ON A 21.75" B.C.

WEAR SURFACE

SCALE: = 1'-0"

MATERIAL:

NO. REQD:

PER:

TRUNNION PIN KEEPER PLATE

3"

STEEL

2 PER GATE

ASTM A 514

SYMETRIC ABOUT CENTERLINES

Ø

16.495

16.490

Ø1

TYP

4"

SCALE: = 1'-0"

MATERIAL:

NO. REQD:

PER:

CONDITION:

TRUNNION PIN

3"

STAINLESS STEEL

1 AS SHOWN AND 1 OPPOSITE HAND, PER GATE

ASTM A 564, UNS S17400

H1100

SCALE: = 1'-0"

MATERIAL:

NO. REQD:

TRUNNION BUSHING

3"

SELF-LUBRICATED COMPOSITE

2 PER GATE

COLUMBIA INDUSTRIAL PRODUCTS

CIP HYDRO OR APPROVED EQUAL

SEE NOTE 5

SECTION: P

SCALE: 1 : 4

0.450±0.025"

17.057

17.042

GROOVE

CHAMFER

2" x 45°

DRILL

8" x 4

2" DEEP,

CHAMFER

16" x 45°

10°

DRILL

8"Ø x 1'-5

2" DEEP, DRILL AND TAP

FOR

8" NPT FITTING. CAP HOLE AFTER

PIN INSTALLATION FOR FUTURE USE.

150°

EXTENT OF

GREASE

GROOVES

16.585±0.007"

CHAMFER

8" x 45°, ID & OD THIS END

CHAMFER

16" x 45°, OD. INSTALL THIS

END OPPOSITE OF TRUNNION THRUST

SURFACE

8"R GROOVE,

8" DEEP TYP.

CHAMFER

16" x 30°

Ø2'-3"

Ø1'-4

FCB

DRILL AND TAP BOTH ENDS FOR

1-8 UNC 2B, 2" THREAD DEPTH

(FOR HANDLING)

FCB

FCB

A

B

SECTION

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

A

SECTION

SCALE: 3" = 1'-0"

B

DETAIL

SCALE: 12" = 1'-0"

A

B

SHEET

IDENTIFICATION

1 2 3 4 5 6

E

US Army Corps of Engineers

SHEET OF

M-519

22 23

H I L

E

V

R

S P

I L L W

T

E

R E

H A

B I L I T

A T

I O

N

T R

U N

N I O

N

A L I G

N M

E N

T

J A

M E

S

R

L

O V

I N

G

E C

D J R

L G

E

C D

M K

H W

N

R

J A

M E

S

M

B

O A

G

P

E

A N

S I

F

H L

D

M

X X

X d w g

PORTLAND DISTRICT

G

E C

D M

K H

F i s t

S a v e d

B y

SCALE: = 1'-0"

TRUNNION ASSEMBLY ELEVATION

TRUNNION ANCHORAGE AND OTHER COMPONENTS OMMITTED FOR CLARITY

1 1/2"

TRUNNION

ANCHORAGE

AND

OTHER

COMPONENTS

OMMITTED

FOR

CLARITY

TRUNNION ASSEMBLY EXPLODED VIEW

NTS

DETAIL

SCALE: = 1'-0"

12"

DETAIL

SCALE: = 1'-0"

12"

DETAIL

SCALE: = 1'-0"

1"

SECTION

SCALE: = 1'-0"

A

1 1/2"

NOTES:

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

NOTES:

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

2. MACHINE BOLT HOLES FOR LC1 FIT WITH DRUM THRU STUD.

3. NOMINAL BORE DIMENSION SHOWN. CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING THE APPROPRIATE TOLERANCES FOR THE BORE TO

ACHIEVE FN2 CLASS INTERFERENCE FIT WITH THE MATING PART. SHOW

TOLERANCES ON SHOP DRAWINGS.

4. MATCH DRILL WITH WIRE ROPE RETAINER BOLT HOLES; TYPICAL END PLATE

AND SEPARATOR PLATE.

TRUNNION THRUST WASHER,

SEE SHEET M-525.

TRUNNION HUB

TRUNNION BUSHING,

SEE SHEET M-525.

TRUNNION PIN

KEEPER PLATE,

SEE SHEET M-525.

TRUNNION PIN,

SEE SHEET M-525.

4" FLAT COUNTERSUNK HEAD CAP

SCREWS, TYP 8 PER ASSEMBLY.

SEE NOTE 3

KEEPER PLATE MECHANICAL

FASTENERS AND WASHERS,

TYP 4 PER ASSEMBLY.

SEE SHEET M-524.

TRUNNION YOKE

GREASE HOLE TO BE CAPPED UPON

INSTALLATION FOR FUTURE USE.

DRILL

4" HOLE TO INTERSECT

HORIZONTAL GREASE HOLE.

DRILL AND TAP

4" FNTP.

CAP HOLE FOR FUTURE USE.

SPRING ENERGIZED SEAL

O-RING

THRUST RING SEAL

O-RING

OF TRUNNION BUSHING

F L

O W

F L

O W

AHAH

SECTION: AH

SCALE: 1 / 100

AJ

F L

O W

SCALE: 3/8" = 1'-0"

PLAN VIEW - TRUNNION TO TRUNNION ALIGNMENT TOLERANCES

SCALE: 3/8" = 1'-0"

PLAN VIEW - TRUNNION TO PIER ALIGNMENT TOLERANCES

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

PLAN VIEW - GATE SKIN PLATE TO PIER ALIGNMENT TOLERANCES

SCALE: 38"= 1'-0"

12" 0 2' 4' 6'

SCALE: 11

2"= 1'-0"

12" 9" 6" 3" 0 1'

RIGHT YOKE

LEFT YOKE

LEFT PIER OF

THIS BAY

RIGHT PIER OF

THIS BAY

A

M-520

SKIN PLATE

VERTICAL RIB

GIRDER

RIGHT PIER FACE

OF THIS BAY

LEFT PIER FACE

OF THIS BAY

CENTER GATE SO THAT

THESE DIMENSIONS ARE

EQUAL TO ± 0.125

.062 A

Ø Ø

Ø

.125 B

A

CONCENTRICITY SHALL BE

MEASURED OVER THE WIDTH

OF THE BORE IN THE LEFT

YOKE, FROM THE PROJECTED

CENTERLINE OF DATUM A TO

THE CENTERLINE OF THE BORE

THROUGH THE LEFT YOKE

AVERAGE BORE CENTERLINE

IS DEFINED AS THE BEST FIT

LINE THROUGH THE FOUR

POINTS AT THE CENTER OF

EACH BORE OF THE YOKE

PLATES

GATE SIDE SEAL NOT SHOWN

GATE SIDE SEAL NOT SHOWN

A

B

SHEET

IDENTIFICATION

1 2 3 4 5 6

E

US Army Corps of Engineers

SHEET OF

M-520

23 23

H I L

E

V

R

S P

I L L W

T

E

R E

H A

B I L I T

A T

I O

N

T R

U N

N I O

N

A L I G

N M

E N

T

J A

M E

S

R

L

O V

I N

G

E C

D J R

L G

E

C D

M K

H W

N

R

J A

M E

S

M

B

O A

G

P

E

A N

S I

F

H L

D

M

X X

X d w g

PORTLAND DISTRICT

G

E C

D M

K H

F i s t

S a v e d

B y

SCALE: = 1'-0"

TRUNNION ASSEMBLY ELEVATION

TRUNNION ANCHORAGE AND OTHER COMPONENTS OMMITTED FOR CLARITY

1 1/2"

TRUNNION

ANCHORAGE

AND

OTHER

COMPONENTS

OMMITTED

FOR

CLARITY

TRUNNION ASSEMBLY EXPLODED VIEW

NTS

DETAIL

SCALE: = 1'-0"

1"

NOTES:

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

2. CONTRACTOR MAY SUBMIT ALTERNATIVE REFERENCE POINTS FOR

APPROVAL.

NOTES:

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

2. MACHINE BOLT HOLES FOR LC1 FIT WITH DRUM THRU STUD.

3. NOMINAL BORE DIMENSION SHOWN. CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING THE APPROPRIATE TOLERANCES FOR THE BORE TO

ACHIEVE FN2 CLASS INTERFERENCE FIT WITH THE MATING PART. SHOW

TOLERANCES ON SHOP DRAWINGS.

4. MATCH DRILL WITH WIRE ROPE RETAINER BOLT HOLES; TYPICAL END PLATE

AND SEPARATOR PLATE.

OF TRUNNION BUSHING

EL. 1505.50

EL. 1496.00

EL. 1510.00

EL. 1525.00

EL. 1535.00

EL. 1510.50 ± 0.02

12" 0 5'

SCALE: 14"= 1'-0"

SECTION VIEW - TRUNNION ALIGNMENT

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

M-526

A

S T A

S T

A

S T

A

S T

A

S T

A

S T

A

B

DATUM PLANE B IS DEFINED AS

BEST FIT PLANE THROUGH THESE

FIVE REFERENCE POINTS

LOCATION OF BORE OF

RIGHT TRUNNION YOKE

MACHINE AND SHIM

YOKE BEARING

BARS