Plans-AMD-0004.pdf

S

O L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

IS

S

U E D

A T

E

New York District of Engineers

US Army Corps

T

R O

Y

N Y

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W Y

O R

K

N Y

N E

W Y

O R

K D

IS

T R

IC

T

T R

O Y L

O C

K A

N D D

A M

M

IT

E R G

A T

E R

E P

L A

C E

M E

N T

FINAL

/0

/2

K K

A L

A F

U T

C A

D C D

E L

O N

G

B J

O N

E S

W

D S -1

-R -0

N D

C

IN

L A

N D N

A V

A G

A T

IO

N D

E S

IG

N C

E N

T E

R M

V D

L R

D

SEAL DETAILS.

". SEE S-580 FOR 4

1THAN

SHALL BE NO GREATER

GAP BETWEEN SEALS

A

N S I

D

S-503

A1

MITER GUIDE ASSEMBLY

M

IT

E R G

U

ID

E A

S S

E M

B L

Y

0 1" 2" 3" 4"SCALE : 6"=1'-0"

AT SLOTTED HOLES

" x 3" WASHER16 3PL 2" x

TAP, TYP

DRILL AND

SCREWS, TYP

"Ø x 2" ASTM A193 CAP8

N Y

T R

O Y

G A

T E

S S -5 x x x .d g n

PARALLEL.

SQUARE AND COMPLETELY

THICKNESS. TABS SHALL BE

" THROAT 8

1SHALL NOT EXCEED

HEIGHTS. REINFORCING FILLETS

" ALONG THE ENTIRE GATE 16

1OF ±

WITH AN OVERALL TOLERANCE

BETWEEN TABS SHALL BE 9" WIDE

AFTER FINAL MACHINING, WIDTH

AFTER FINAL SHIMMING, TYP

AND SECURE NUTS WITH LOCTITE

BOLT, NUT AND FLAT WASHERS

" ASTM A3252

1"Ø x 44

CONTACT BLOCK TO 2" DEPTH

". DRILL AND TAP 4

1THREADED PULL BOLTS x4

" HEX HEAD4

3SLOTTED HOLES IN END PLATE FOR

" LONG2

1" x 116

13PROVIDE

ASTM A449.

THREADED PUSH BOLTS x 3" LONG. BOLTS SHALL BE

" HEX HEAD4

3DRILL AND TAP END PLATE FOR

INSTALLATION.

PAINTING AFTER FINAL

PERFORM FINAL TOUCH UP

ANTI-CORROSION COMPOUND.

GOVERNMENT APPROVED

2. INSTALL PUSH/PULL BOLTS WITH A

GUIDE PARTS.

SEE S-560 FOR MITER

MITER BLOCKS AND END PLATES

ASSEMBLY, S-520 FOR QUOIN AND

S-535 AND QUOIN GIRDER

1. SEE MITER GIRDER ASSEMBLY,

NOTES:

MINIMUM VALUES, THE MATERIAL WILL BE REJECTED

82. IF THE DUROMETER READINGS FALL BELOW THE REQUIRED

SHOULD BE AT LEAST 85, WITH NO INDIVIDUAL READING BELOW

MARKS OR AN EXPOSED AIR BUBBLE. THE AVERAGE READING

IN A DEPRESSED SURFACE CAUSED BY EITHER RESIDUAL SAW

SPRING LOADED PIN USED TO PENETRATE THE SURFACE IS NOT

TAKEN DURING THE DUROMETER READING TO INSURE THE

READINGS ON EACH HALF OF THE SAMPLE. CARE MUST BE

EXPOSED INTERIOR SURFACE, TAKING A MINIMUM OF THREE

TO ASTM D2240, MEASURE THE HARDNESS ACROSS THE

SMOOTH SURFACE. USING A TYPE D DUROMETER CONFORMING

INTERIOR SURFACES TO REMOVE SAW MARKS AND PROVIDE A

SAMPLE TO EXPOSE INTERIOR SURFACE. SAND EXPOSED

24 PLUS OR MINUS 8 HOURS. REMOVE FROM MOLD AND CUT

TEMPERATURE (20 TO 25 DEGREES C 70 TO 80 DEGREES F) FOR

MIXED EPOXY FILLER COMPOUND IN A MOLD AND CURE AT ROOM

DELIVERED TO THE SITE. CAST A 50mm 2 INCH CUBE SAMPLE OF

SPECIFIED PHYSICAL PROPERTIES; MATERIAL SHALL BE

EPOXY FILLER STATING THAT IT MEETS OR EXCEEDS THE

OF 0.15 PERCENT. SUBMIT MANUFACTURER'S CERTIFICATE FOR

70 DEGREES F OF 114 MPa 16,500 PSI, AND MAXIMUM SHRINKAGE

COMPRESSIVE STRENGTH AFTER 72 HOURS AT 20 DEGREES C

WITH A SPECIFIC GRAVITY OF 1.70 TO 1.75, MINIMUM

PRODUCT OF NORDBERG MFG. CO., OR AN APPROVED EQUAL,

EPOXY RESIN FORMULATION EQUAL TO "NORDBACK" A

EPOXY FILLER. EPOXY FILLER SHALL BE AN APPROVED

FILL BEHIND MITER AND QUOIN BLOCKS WITH AN APPROVED

A

U G

K W

K

A M

D R

E V

IS

E D E

P O

X Y N

O T

E

2"

GUIDE BRACKET DETAILS

SEE SHEET S-560 FOR

GUIDE BRACKET SHIMS

ROLLER BRACKET DETAILS

SEE SHEET S-561 FOR

ROLLER BRACKET SHIMS

° 4

CJP

CJP

WHEN G

ATE

IS M

ITE

RED w

/LOAD

ROLLE

R A

ND G

UID

E B

RACKET

" GAP B

ETWEEN

APPROX.

°80°

"4

"4

S I

D

S-557

N Y

T R

O Y

G A

T E

S S -5 x x x .d g n

D

IA

G O

N A

L P

R E

S T

R E

S S

IN

G

N O

T E

S

A1

NOTES

A

U G

K

W K

WRITING BY THE CONTRACTING OFFICER.

REQUIRED TO ADJUST AND TEST THE MITER GATE UNLESS WAIVED IN

13. THE ENGINEER OF RECORD SHALL BE PRESENT DURING ALL STEPS

THE DIAGONALS SHALL BE RESET TO THE ORIGINALS.

STRESS SET PRIOR TO CYCLING FOR EACH DIAGONAL BAR, THE STRESSES IN

DIFFER BY MORE THAN FIVE PERCENT (5%) FROM THE ORIGINAL PLUMBING

STRESSES IN THE DIAGONALS SHALL BE MEASURED. IF THE STRESSES

12. ONCE THE GATE HAS BEEN OPERATED THROUGH THIRTY (30) CYCLES, THE

SWINGING THROUGH LOWER POOL.

THE UPPER GATE SWINGING THROUGH UPPER POOL AND THE LOWER GATE

CYCLE CONSISTS OF MOVING THE GATE FROM THE RECESS TO MITER, WITH

GATES SHALL BE OPERATED THROUGH THIRTY (30) FULL CYCLES EACH. A

11. AFTER THE DIAGONALS HAVE BEEN PRESTRESSED, THE UPPER AND LOWER

ADJUSTED FOR 0" PRESET WITH FULL CONTACT.

10. AFTER DIAGONALS HAVE BEEN PRESTRESSED, MITER SILL ANGLE SHALL BE

GOVERNMENT.

VARIATIONS FROM PRESTRESS VALUES SHALL BE APPROVED BY

FROM GOING SLACK DURING OPERATIONS THROUGH LOWER POOL. ANY

BLOCK WHEN THE GATE IS AT REST, AND WILL PREVENT THE DIAGONALS

THESE ARE THE ESTIMATED STRESSES THAT WILL ACHIEVE A PLUMB MITER

DIAGONALS ARE AS SPECIFIED IN THE TENSIONING TABLE FOUND ON S-556.

STEPS UNTIL THE MITER BLOCK IS PLUMB AND THE FINAL STRESSES IN THE

TENSION THE UOL1 DIAGONAL TO PLUMB THE MITER BLOCK. REPEAT THESE

BLOCK IS SLIGHTLY OUT OF PLUMB (LESS THAN 1") UPSTREAM. NEXT,

TENSION THE U0L1 DIAGONALS UNIFORMLY UNTIL THE TOP OF THE MITER 9.

WHEN AT REST.

OPERATION, AND MINIMIZE FORCES EXERTED BY DIAGONALS ON THE GATE

PLUMB THE MITER BLOCK, PREVENT DIAGONALS FROM GOING SLACK DURING

PRESTRESSING THE DIAGONALS IS AN ITERATIVE PROCESS. THE GOAL IS TO 8.

FOR TEMPERATURE VARIATIONS IN STRAIN GAUGE CALIBRATIONS.

EXCEED 20,000 POUNDS PER SQUARE INCH. CONTRACTOR SHALL ACCOUNT

7. AT NO TIME DURING PRESTRESSING SHALL THE STRESS IN THE DIAGONALS

GATE SHOULD DEFLECT DOWNSTREAM.

WITH DIAGONALS SLACK, THE UPPER MITER END OF AN UNDERSTRAINED 6.

DIRECTIONS FROM THE MIDLENGTH GAUGE, AND MIDWIDTH.

ADDITIONAL GAUGES SHALL BE LOCATED TWELVE (12) FEET IN BOTH

MIDWAY BETWEEN DIAGONAL ANCHORAGES AND MIDWIDTH. THE TWO (2)

PRESTRESSING OPERATIONS. ONE STRAIN GAUGE SHALL BE LOCATED

THAT STRAINS AND STRESSES CAN BE READ AND MONITORED DURING

PLACE A MINIMUM OF THREE (3) STRAIN GAUGES ON EACH DIAGONAL SO 5.

TURNED.

OF THE DIAGONALS WITH ANTI-SEIZING COMPOUND SO THEY CAN BE EASILY

4. PRIOR TO ASSEMBLY, LUBRICATE THE THREADS ON THE TENSIONING ENDS

SEATED IN THE NARROW END OF PINTLE BASE.

IS PLUMB AND THE BOTTOM GIRDER IS LEVEL. THE PINTLE SHALL BE FULLY

3. WITH ALL DIAGONALS SLACK, ADJUST ANCHORAGE BARS SO THE QUOIN END

WILL BECOME PROPERTY OF THE GOVERNMENT.

(2) TORQUE WRENCHES SHALL BE PURCHASED BY THE CONTRACTOR WHICH

TORQUE WRENCH SHALL BE USED FOR PRESTRESSING OF DIAGONALS. TWO 2.

PERMITTED DURING PRESTRESSING.

DIAGONALS. NO LOADS ON THE GATE FROM THE OPERATING STRUT SHALL BE

FULL MITERED POSITION DURING ALL PRESTRESSING OPERATIONS OF THE

1. EACH GATE LEAF SHALL BE PLACED APPROXIMATELY ONE (1) FOOT FROM THE

GUIDELINES FOR DIAGONAL PRETENSION

A M

D R

E V

IS

E D N

O T

E

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

IS

S

U E D

A T

E

New York District

O

Y

N Y

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W Y

O R

K

N Y

N E

W Y

O R

K D

IS

T R

IC

T

T R

O Y L

O C

K A

N D D

A M

M

IT

E R G

A T

E R

E P

L A

C E

M E

N T

FINAL

/0

/2

K K

A L

A F

U T

C A

D C D

E L

O N

G

B J

O N

E S

W

D S -1

-R -0

N D

C

IN

L A

N D N

A V

A G

A T

IO

N D

E S

IG

N C

E N

T E

R M

V D

L

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

IS

S

U E D

A T

E

New York District

O

Y

N Y

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W Y

O R

K

N Y

N E

W Y

O R

K D

IS

T R

IC

T

T R

O Y L

O C

K A

N D D

A M

M

IT

E R G

A T

E R

E P

L A

C E

M E

N T

FINAL

/0

/2

K K

A L

A F

U T

C A

D C D

E L

O N

G

B J

O N

E S

W

D S -1

-R -0

N D

C

IN

L A

N D N

A V

A G

A T

IO

N D

E S

IG

N C

E N

T E

R M

V D

L R

D

S-560-C2

S-560-C1

S I

S-560

M

IT

E R G

U

ID

E D

E T

A

IL

S

C1 S-560-C1

0 3" 6" 9" 12"SCALE : 3"=1'-0"

0 3" 6" 9" 12"SCALE : 3"=1'-0"

TYP

C2 S-560-C2

0 3" 6" 9" 12"SCALE : 3"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0"

0 3" 6" 9" 12"SCALE : 3"=1'-0"A2

S-560-A2

0 3" 6" 9" 12"SCALE : 3"=1'-0"

NOTE:

NOTE:

A4

MITER GUIDE BEARING ASSEMBLY

A1

S-560-A1 SHIMS

C4

S-560-C4 BEARING CASTING

N Y

T R

O Y

G A

T E

S S -5 x x x .d g n

(LOWER GATES 1, LEFT LEAF ONLY)

(UPPER GATES 1, LEFT LEAF ONLY)

QTY: 2

MAT: ASTM A709 GR50 F2

(LOWER GATES 1, LEFT LEAF ONLY)

(UPPER GATES 1, LEFT LEAF ONLY)

QTY: 2

MAT: ASTM A709 GR50 F2

" THICK8

1MAKE 4

" THICK4

1MAKE 2

QTY: 6

MAT: ASTM A709 GR50 F2

(LOWER GATES 1, LEFT LEAF ONLY)

(UPPER GATES 1, LEFT LEAF ONLY)

QTY: 2

MAT: ASTM A709 GR50 F2

" RADIUS.2

1 CORNERS WITH

2. CHAMFER ALL INNER

" A325 BOLTS. 2

1x 4

" DIA 4

3SECURE GUIDE WITH (8)

AFTER SHIM ADJUSTMENTS, 1.

CAP SCREWS.

GROUP 1, UNS 30400

" x 2" ASTM F593 8

5PRVOIDE (6)

" HOLES & 8

5DRILL & TAP 1.

(LOWER GATES 1, LEFT LEAF ONLY)

(UPPER GATES 1, LEFT LEAF ONLY)

QTY: 2

MAT: ASTM A148 GRADE 80-50

A

U G

K

W K

A M

D R

E V

IS

E D M

A T

E R

IA

L T

E X

T O

N C

DWG REF(s) : S-503

'-1

1'-1

80°

40°

"2 11R

" PLATE2

HOLE, TYP

" DIA16

10"

S-560-A2

S-560-A1

"4

1"

TYP

"8

R

T Y P

S-560-C4

1" PLATE

"8 16 "4

64°

"4

1"

"4 36"4

"16 157"

"4

'-6

R

"2 14 "2

10"

"2 11 "2

10"

" DIA HOLE, TYP OF 816

" DIA TAPPED HOLE, TYP OF 68

"2 11 "2

10"

" DIA HOLE, TYP OF 816

"8 14 "16

"16

"16 11'-5

"8

" DIA HOLE, TYP16

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

IS

S

U E D

A T

E

New York District

O

Y

N Y

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W Y

O R

K

N Y

N E

W Y

O R

K D

IS

T R

IC

T

T R

O Y L

O C

K A

N D D

A M

M

IT

E R G

A T

E R

E P

L A

C E

M E

N T

FINAL

/0

/2

K K

A L

A F

U T

C A

D C D

E L

O N

G

B J

O N

E S

W

D S -1

-R -0

N D

C

IN

L A

N D N

A V

A G

A T

IO

N D

E S

IG

N C

E N

T E

R M

V D

L

S I

S-562

0 3" 6" 9" 12"SCALE : 3"=1'-0"

SCALE : 1"=1" 2"1"0 0 3" 6" 9" 12"SCALE : 3"=1'-0"

- .0000

+.0005

- .0000

+.0025

M

IT

E R G

U

ID

E D

E T

A

IL

C1

S-562-C1 ROLLER CASTING

A1

S-562-A1 ROLLER KEEPER

A2

S-562-A2 ROLLER SHIM

N Y

T R

O Y

G A

T E

S S -5 x x x .d g n

(LOWER GATES 1, RIGHT LEAF ONLY)

(UPPER GATES 1, RIGHT LEAF ONLY)

QTY: 2

MAT: ASTM A709 GR50 F2

MAKE 8 1/8" THICK

MAKE 4 1/4" THICK

QTY: 12

MAT: ASTM A709 GR50 F2

" RADIUS2

1CORNER WITH

2. CHAMFER ALL INNER

BOLTS.

" A325 2 1" DIA. x 44

3WITH (6)

SECURE GUIDE BOLTS

ADJUSTMENTS,

NOTE: 1. AFTER SHIM

(LOWER GATES 1, RIGHT LEAF ONLY)

(UPPER GATES 1,RIGHT LEAF ONLY)

QTY: 2

MAT: ASTM A148 GRADE 80-50

A

U G

K

W K

A M

D R

E V

IS

E D M

A T

E R

IA

L N

O T

E O

N C

10"

"2 15 "8

T

Y P

T Y

P

" DIA. HOLE, TYP16

DWG REF(s) : S-561

DWG REF(s) : S-561 DWG REF(s) : S-561

1.5000 DIA. TOP PL

1"

" DIA. HOLE, TYP8

" PLATE8

"2

T

Y P

"8

"1

"2

T

Y P

10"

" TYP4

12 " TYP4

T

Y P

T Y

P

"4 3 "4

"16 5R 1

"16

"8

"8

"16

" DIA. HOLE, TYP16

1.0000 DIA. BOTTOM PL

ASTM A193 CAP SCREWS

" DIA. 8

3PLATE FOR

HOLES THROUGH TOP

" DEEP2

1" x8

3TAP

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

IS

S

U E D

A T

E

New York District

O

Y

N Y

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W Y

O R

K

N Y

N E

W Y

O R

K D

IS

T R

IC

T

T R

O Y L

O C

K A

N D D

A M

M

IT

E R G

A T

E R

E P

L A

C E

M E

N T

FINAL

/0

/2

K K

A L

A F

U T

C A

D C D

E L

O N

G

B J

O N

E S

W

D S -1

-R -0

N D

C

IN

L A

N D N

A V

A G

A T

IO

N D

E S

IG

N C

E N

T E

R M

V D

L R

D

S-566-A55

S-566-A1

4"R

49.9°

S-566-A3

S-565-A1

PLATE.

TO BOTTOM EDGE OF 2"

EXTEND 3 OF THE 8 RIBS

TYP

S-565-D4

"2

S I

S-565

Y

P

T Y

P

TYP

T Y

P

0 3" 6" 9" 12"SCALE : 3"=1'-0"

0 6" 1' 2'SCALE : 1 1/2"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0"A4

DETAIL

P

IN

T L E D

E T

A

IL

S

TOP VIEW

SIDE VIEW

BOTTOM VIEW

ISOMETRIC

PINTLE BASE

PINTLE BALL

PINTLE BUSHING

PINTLE SOCKET

PINTLE BASE

NOTES:

A1

S-565-A1 PINTLE BASE

@ 3" O.C. = 6"@ 3" O.C. = 6"

D4

S-565-D4 PINTLE BEARING PLATE

N Y

T R

O Y

G A

T E

S S -5 x x x .d g n

(LOWER GATE 2, 1 EACH LEAF)

(UPPER GATE 2, 1 EACH LEAF)

QYT: 4

MAT: ASTM A709 GR50 F2

TO 32.

FINISH TOP OF SURFACE PINTLE BASE 3.

UNDERSIDE.

INTERIOR CORNERS ON PLATE

" CHAMFER RADIUS AT ALL 4

3PROVIDE 2.

DETAILS.

SEE SHEET S-711 FOR INSTALLATION 1.

(LOWER GATE 2, 1 EACH LEAF)

(UPPER GATE 2, 1 EACH LEAF)

QYT: 4

FOR TEMPERATURE ZONE 2

REQUIREMENT S2 AND S9

WITH SUPPLEMENTARY

MAT: ASTM A148 GRADE 90-60

A

U G

K

W K

A M

D R

E V

IS

E D M

A T

E R

IA

L T

E X

T O

N A

" DIA HOLE4

.5

TYP

2" DIA HOLE, TYP

4" DIA HOLE

1'-6" R

45°

9"R

"8 51'-2

"8

"16

" DIA HOLE4

"8

PLATE

BEARING

PINTLE

"16 72'-9

1'-2"

2"

1'- 2"

R

R

.7

HOLE

" DIA 4

1" PLATE

"8

1'-9"

3 HOLES3 HOLES"8

BOLTS, TYP

WITH 1"

LC8 FIT

HOLES FOR

DRILL

AND WEB

CASTING

WITH PINTLE

BEAR

MILL TO

"16

"8

R

"16

45°

"8 4R

"8 55R

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

IS

S

U E D

A T

E

New York District

O

Y

N Y

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W Y

O R

K

N Y

N E

W Y

O R

K D

IS

T R

IC

T

T R

O Y L

O C

K A

N D D

A M

M

IT

E R G

A T

E R

E P

L A

C E

M E

N T

FINAL

/0

/2

K K

A L

A F

U T

C A

D C D

E L

O N

G

B J

O N

E S

W

D S -1

-R -0

N D

C

IN

L A

N D N

A V

A G

A T

IO

N D

E S

IG

N C

E N

T E

R M

V D

L R

D

5 "

R

11.500 DIA. FOR FN1 FIT WITH PINTLE SOCKET

"2

OF BUSHING, TYP

FROM BOTTOM

GROOVES 1"

GREASE

TERMINATE

PINTLE SOCKET

BEARING WIDTH WITH

MATCH FOR FULL

TRUNCATED CONE TO

.92

" 16

3 " DEEP GREASE GROOVE, TYP16

R

9.500 DIA. FOR LC3 FIT WITH PINTLE

"2

T Y P

S I

S-566

0 3" 6" 9" 12"SCALE : 3"=1'-0"0 6" 1' 2'SCALE : 1 1/2"=1'-0"

T Y

P

0 3" 6" 9" 12"SCALE : 3"=1'-0"

P

IN

T L E D

E T

A

IL

S

TYPTYP

T Y

P

A1

S-566-A1 PINTLE BUSHING

A3

S-566-A3 PINTLE SOCKET (FCM)

(LOWER GATE 2, 1 EACH LEAF)

(UPPER GATE 2, 1 EACH LEAF)

QTY: 4

COPPER ALLOY NO. C95400.

MAT: ALUMINUM BRONZE (ASTM B148)

+.0035

+.0043

-.0000

.0028+

A

"8

DETAIL A

RABBETT DETAIL

A5

S-566-C5 PINTLE BALL

0 3" 6" 9" 12"SCALE : 3"=1'-0"

(LOWER GATE 2, 1 EACH LEAF)

(UPPER GATE 2, 1 EACH LEAF)

QTY: 4

(NICKEL 3.25-3.75)

MAT: ASTM A487 GR 13 MODIFIED

A5

S-566-A5 SET SCREW

N Y

T R

O Y

G A

T E

S S -5 x x x .d g n

BOLTS, TYP

LC8 FIT WITH 1"

DRILL HOLES FOR

NOTE:

ALL GREASE GROOVES SHALL BE 316

RADIUS x3 " MAXIMUM DEPTH.

NOTES:

1. BOLTS SHALL BE

PRETENSIONED

ACCORDING TO AISC

WITH NO THREADS

INCLUDED IN THE

SHEARING OR MATING

PLANE.

2. DRILL 1" HOLES FOR

ASTM A449, BOLTS,

NUTS, WASHERS (TYP).

3. FINISH ALL BUSHING

CONTACT SURFACES TO

63 .

4. CHAMFER ALL INNER

CORNERS OF RIBS WITH

4" RADIUS.

(LOWER GATE 8, 4 EACH LEAF)

(UPPER GATE 8, 4 EACH LEAF)

QTY: 16

MAT: ALUMINUM BRONZE GR 642

-.0000

+.0012

-0.018

+0.000

WITH BUSHING

FOR LC3 FIT

FOR FN1 FIT WITH BUSHING

A

U G

K

W K

(LOWER GATE 2, 1 EACH LEAF)

(UPPER GATE 2, 1 EACH LEAF)

QTY: 4

ZONE 2.

FOR TEMPERATURE

REQUIREMENT S2 AND S9

TOUGHNESS

WITH SUPPLEMENTAL

MAT: ASTM A148 GRADE 80-50

A M

D R

E V

IS

E D M

A T

E R

IA

L T

E X

T O

N A

"8 5"4

"2

HEX HEAD

11.500" DIA.

NO CHAMFER

S-566-A5, TYP

SHOWN FOR

CENTERLINES AS

HOLES WITH BOLT

ALIGN TAPPED

"16

WITH WEB

MILL TO BEAR

"16

WITH WEB

MILL TO BEAR

" TYP8

3R

5" DIA

" TYP4

1R 1

"16 9R

"16 9R

"4 1R 1

" TYP4

3R

" 4 3R

" 4 3R

.5

.4

CHAMFER

NO

"2

" DIA4

" DIA2

R

R

GREASE PORT

TO ALIGN WITH CENTERLINE OF

RING AROUND CENTER OF BUSHING

" DIA. GREASE GROOVE 2

1PROVIDE 2

PINTLE SOCKET

TO ALIGN WITH

SET SCREW HOLES

FOR S-566-A5, TYP

DEEP IN BUSHING

" 8

3" HOLE 16

13DRILL

" T Y P

STRONG BRASS PIPE

" EXTRA 2

1FOR

" DEEP 4

3AND TAP

" DIA. HOLE 2

1DRILL

.9

1.9491°

46.9°43 .1°

"8

"16 111'-8

45° TYP

"2

"2

"8

"8

"16

" DIA2

90°

HOLES, EVENLY SPACED

" DEEP 2

1TAP (8) 1" DIA. x 1

"8

1" DIA. HOLE

1'-0"

2'-0" DIA

R

R

9.500

"4 13 5"

5"