FXDP_SS502_AMD0001.pdf

"4

1 "

3'-0"

ANCHOR (TYP)

REQ'D 3/4" DIA EPOXY

CONCRETE PIER

REQ'D REINFORCED

HOLES

REQ'D 13/16" DIA

CONCRETE PIER

REQ'D REINFORCED

SOUND CONCRETE

EQUAL MIN-EMBEDMENT 8" INTO

REQ'D 3/4" DIA HILTI-HY 150 MAX-SD OR

REQ'D CONC PIER

ON ALL CORNERS OF

REQ'D 3/4" CHAMFER

REQ'D 50' WALKWAY SPAN

PRIOR TO GROUT PAD PLACEMENT

LOOSE CONCRETE UNDER BEARING

REQ'D REMOVAL OF ALL UNSOUND OR

REQ'D BEARING PLATE

REQ'D PTFE SLIDE BEARING

" CLEAR8

3APPROX 2

EXISTING CONCRETE PIER #6

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CONDUIT TO REMAIN

EXIST 1 1/2" DIA ELEC

"8 51'-1"8

34"8 34"8

51'-1

BEARING HOLE PATTERN.

FLANGE TO MATCH PTFE SLIDE

REQ'D SLOTTED HOLES IN W21

REQ'D PTFE UPPER SLIDE BEARING

REQ'D PTFE LOWER SLIDE BEARING

REQ'D BEARING PLATE W/ LEVELING NUT

8"

2" 2"

4"

2"4"2"

8"

HORIZONTAL SLOTS

REQ'D 13/16" DIA

BEARING: 8" X 6" X 7/32"

REQ'D PTFE UPPER SLIDE

8" X 5" X 1/2"

REQ'D GALV PLATE:

2"4"2"

8"

BEARING: 8" X 4" X 7/32"

REQ'D PTFE LOWER SLIDE

REQ'D 13/16" DIA HOLES

1 "

REQ'D PTFE UPPER SLIDE BEARING

REQ'D PTFE LOWER SLIDE BEARING

REQ'D BEARING PLATE W/ LEVELING NUT

"16 131"8

2"2"

4"4"

CONCRETE GROUT (2" MAX)

REQ'D NON-SHRINK

AS REQ'D BY CODE

CONDUIT TO WALKWAY BRACING

CONTRACTOR TO CLAMP EXIST

(TYP, FCM)

REQ'D W21X55 GIRDER

(TYP)

REQ'D BAR GRATING

(1 1/2" MAX)

REQ'D NON-SHRINK CONCRETE GROUT

MAX)

CONCRETE GROUT (1 1/2"

REQ'D NON-SHRINK

NEW REQ'D WALKWAY

SAWCUT DEEPER NOTCH FOR

CONTRACTOR REQUIRED TO

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DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg1:41:14 PM 6/12/2019

...\Active Projects\OM-Fox River, WI (476278) - Depere Dam Walkway & Pier Repair\3 - CADD\CAD_BIM\_Sheets\

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EXP END FIXED END

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D1

PIER BEARING DETAIL

SCALE: 3" = 1' 6"0 3" 1'SS201

B1

B1

SCALE: 3" = 1' 6"0 3" 1'

C1

BEARING PLATE

CERTIFIED FINAL - READY TO ADVERTISE

PIER BEARING DETAIL

F6

SCALE: 3" = 1' 6"0 3" 1'SS301

A7

A6

SLUICE WAY BEARING

SCALE: 3" = 1' 6"0 3" 1'S-101

E7

PTFE UPPER SLIDE BEARING

B3

PTFE LOWER SLIDE BEARING

EL. 593.79

TOP OF BAR GRATE DECK

EL 591.92

EL 591.92

F X

D P S

S

A M

D .d g n

FILLED PTFE TO PREVENT BEARING DISTORTION.

THE POLYTETRAFLOUROETHYLENE (PTFE) SLIDE BEARINGS TO BE A 3.

SNUG TIGHT TO PREVENT LOWER NUT FROM LOOSENING.

WITH THE TOP PLATE AND THEN BACK OFF 1/2 TURN. INSTALL UPPER NUT

INSTALLATION OF CONCRETE ANCHOR: INSTALL LOWER NUT IN CONTACT 2.

BEARING BARS.

GRATE PANELS TO INCLUDE BANDING BARS AT ENDS THAT MATCH SIZE OF

GRATING TO BE DISCONTINUOUS BETWEEN WALKWAY SPANS AND ALL BAR 1.

GENERAL SHEET NOTES

J

U N

E

N O

T E A

D D

E D A

M D

INTERFERENCE

TO AVOID CONDUIT

TOP OF PIER

BOTT OF KEYOUT

(M A

X

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B E

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