LQPGRP_S-504---.pdf

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S-504

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R P S -5 d g n

18'-2"

W16x40

B3

B1

C3

TYP

W16x40

0 1' 2'6" 0 1' 2'6"

0 2' 4'1'

0 2' 4'1'

T

Y P

3TYP

3 SIDES

BOLTS SPACED @ 12" (TYP)

" COUNTER-SUNK2

1(2)

TYP

7"

9"

W16x40

" THICK8

3SKIN PL

A1

SCREWS @ 6"

" COUNTER-SUNK8

SLIDE BARS WITH

1"x4"x5' UHMW

1" "8

2"

" x 2"4

3BEARING BAR

CONTINUOUS UHMW

" SCREWS @ 6"8

BOLTS @ 6"

" DIA2

" x 2"8

3BARS

CONTINUOUS CLAMPING

BUILT-UP CHANNEL (TYP)

C H

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L T

O C

H A

N N

E L

(BACK OF CHANNEL TO BACK OF CHANNEL)

DOWNSTREAM UPSTREAM

" THICK8

3SKIN PL

SEE DETAIL B2

BUILT-UP CHANNEL

RETAINER BAR (TYP)

CONTINUOUS SEAL

COMPRESS TO STEEL SURFACES

CONDITION WHEN INSTALLED

TO FORM A WATERTIGHT

EXTENDED TO SIDESEAL

RUBBER BOTTOM SEAL

" THICK PL8

" PL2

1" x 32

" PL2

1" x 32

"2

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PLATE (TYP)

" STIFFENER8

C1

ELEVATION

(TOTAL OF 4 REQUIRED EACH BAY CLOSURE - BAYS 1-4)

UPSTREAM STOPLOG

C3

STOPLOG BOTTOM SEAL

DETAIL

B1

STOPLOG SIDE

B3

STOPLOG

SECTION

A1

STOPLOG SIDE SEAL

3"0 6"1-1/2"

6"0 3" 1'

1" "2 11 "2

11 1"

5"

SEE DETAIL B2

CHANNEL

BUILT-UP

LIFTING LUG

PLATE AT

" STIFFENER4

LIFTING LUG

PLATE AT

" STIFFENER4

4'-7" 4'-6" 4'-6" 4'-7"

STIFFENER PL (TYP)

"8 34'-78"

A2

A3

0 2' 4'1'

" THICK8

3SKIN PL

PLATE

" STIFFENER4

PLATE

" STIFFENER4

PLATE

" STIFFENER8

CHANNEL

BUILT-UP TOP

HOLE

ACCESS

LIFTING

A2

A3

DETAIL

2"

4"

2"SKIN PL

PLATE

" STIFFENER4

A4

SECTION

0 1' 2'6" 0 1' 2'6"

ACCESS HOLE

2"x8" LIFTING

CHANNEL

WEB OF BUILT-UP

" THICK PL8

" RADIUS4

HOLE

2"x9" LIFTING

PLATE

" STIFFENER4

B2

BUILT-UP CHANNEL

HOLE

LIFTING ACCESS

"2

B4

3"0 6"1-1/2"

J SEAL

"4

R

R=

SEE DETAIL B4

WITH PTFE CLAD

SIDE SEAL "J" PROFILE

"2

CONTINUOUS STEEL BAR

STEEL MEMBERS TO ALLOW WATER TO DRAIN.

PROVIDE (4) 2" DIA. DRAIN HOLES EQUALLY SPACED IN WEB OF22.

BE FABRICATED FROM NEW STEEL.

UPSTREAM STOPLOGS, LIFTING BEAM AND TRASH RACK SHALL21.

TOLERANCES ON THE VERTICAL AND HORIZONTAL AXIS IS ± 1/16".20.

SURFACES SHALL BE GALVANIZED BEFORE BOLTING TOGETHER.19.

NOTED OTHERWISE.

ALL BOLTS SHALL CONFORM TO ASTM F3125 GRADE A325 UNLESS 18.

SEAL CRITERIA.

REFER TO SPECIFICATION 35 20 14, STOPLOGS, FOR RUBBER 17.

EXCEED 1/32"·

MAXIMUM DEVIATION AT ANY POINT FROM TRUE PLANE SHALL NOT

FROM A TRUE PLANE BY MORE THAN 1/64” PER FOOT AND THE

THE SURFACES OF ALL SEAL BACK UP BARS SHALL NOT DEVIATE 16.

SPECIFICATION 05 50 14.

CURE PRIOR TO INSTALLATION OF RUBBER SEALS. SEE

THE STOPLOGS SHALL BE COATED AND ALLOWED TO COMPLETELY

AFTER ALL WELDING ARE COMPLETED, ALL WELDS INSPECTED, 15.

INSTALLATION OF RUBBER SEALS.

GALVANIZE AND ALLOW TO COMPLETELY CURE PRIOR TO

LIFTING HOLE. ADJUST THE LOCATION OF THE LIFTING HOLE,

DETERMINE THE CENTER OF GRAVITY PRIOR TO LOCATING THE

THE STOPLOG FABRICATOR SHALL HANG THE STOPLOGS AND 14.

TO COATING.

RUBBER SEALS SHALL BE ROUNDED ± 1/8 “RADIUS PRIOR

All CORNERS AND EDGES OF PLATES IN CONTACT WITH 13.

OR NOT NOTED IN WELD SYMBOL TAILS.

BE GROUND FLUSH ON BOTH SIDES REGARDLESS OF WHETHER

ALL COMPLETE JOINT PENETRATION (CJP) Bl/TT WELDS SHALL 12.

ACCORDANCE WITH THE SPECIFICATION 05 59 13.

NONDESTRUCTIVE TESTING OF WELDS SHALL BE IN 11.

WRAPPED WITH THE ADJACENT FILLET WELD OF EQUAL SIZE.

SEAL THE STRUCTURE. ALL WELD ACCESS HOLES SHALL BE

ALL WELDS SHALL BE CONTINUOUS AND WATERTIGHT TO 10.

STEEL.

SKIN PLATE SHALL BE FABRICATED FROM ONE PIECE OF 9.

PERMISSION FROM THE CONTRACTING OFFICER.

DRAWINGS WILL NOT BE PERMITTED EXCEPT BY WRITTEN

WELDING THAT IS NOT SHOWN ON THE PLANS OR SHOP 8.

APPROVAL.

DRAWINGS AND SHALL BE PROVIDED FOR GOVERNMENT

LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP

WHICH SHOP DRAWING SHEET THE WELD IS LOCATED. THE

ALL WELDS SHALL BE PROVIDED IN LIST FORM IDENTIFYING7.

EACH STOPLOG WEIGHS APPROXIMATELY 2.1 TONS.6.

FURNISH TWO SETS OF (TOTAL OF 8) UPSTREAM STOPLOGS.5.

ARE FRACTURE CRITICAL.

ALL STEEL COMPONENTS AND WELDS FOR UPSTREAM STOPLOGS 4.

SECTION 05 59 13 FOR REQUIREMENTS.

STOPLOGS. SEE S-509 FOR DESIGN AND SPECIFICATION

AND ALL NECESSARY ITEMS, FOR OPERATION OF

MECHANISM, INCLUDING LIFTING BEAMS, LIFTING LUGS

MANUFACTURER SHALL DETAIL AND PROVIDE LIFTING3.

" FILLET WELDS, UNO.16

3OR

CONNECTIONS WITH FULL-PENETRATION BUTT-WELDS

ALL STEEL TO STEEL CONNECTIONS SHALL BE WELDED2.

ALL STEEL SHALL BE ASTM A709 GRADE 50 ZONE 2 UNO.1.

F L

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ST. PAUL DISTRICT

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NOT BE COMPROMISED.

BE GROUND SMOOTH, AND SEAL TIGHTNESS SHALL

SHARP CORNERS OF SEAL RETAINER BARS SHALL

NOTE:

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