FXDP_SS301_AMD0001.pdf

"4 32'-3

"8 71'-1"8

71'-1

"16

"8 73'-2

"8 71'-1"8

71'-1

"4 32'-3

REQ'D HAND RAIL POSTS

"8 71'-1"8

71'-1

"4 32'-3

REQ'D STIFFENER PLATE

REQ'D BEARING PLATE

END OF GIRDER END OF GIRDER

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REQ'D HAND RAIL

"8 73'-2 "8

73'-2

REQ'D HAND RAIL (TYP)

REQ'D HAND RAIL END

REQ'D CONC PIER

ON ALL CORNERS OF

REQ'D 3/4" CHAMFER

"8 71'-11

APPROX 2'-0"

WALKWAY

GATE RE-INSTALLED ON REQ'D

EXISTING SECURITY FENCE AND

WALKWAY SPAN

REQ'D GALV STEEL 50'

EXISTING CONC ABUTMENT

WALKWAY SPAN

REQ'D GALV STEEL 50'

EXISTING SLUICEWAY PIER #6

PLATE, 1/4" X 6"

REQ'D GALV STEEL TOE

PLATE, 1/4" X 6"

REQ'D GALV STEEL TOE

REQ'D GALV L 3" X 3" X 3/8" LACING

REQ'D GALV L 7" X 4" X 3/8" X 9"

GALV CROSS BRACING

REQ'D L 3" X 3" X 3/8"

REQ'D GALV GUSSET PLATE

PLATE W/ 3/4" F3125 BOLT (TYP)

REQ'D GALV 3" X 3" X 3/8" SPACER

REQ'D GALV STIFFENER PLATE

REQ'D PTFE SLIDE BEARING

REQ'D GROUT

GALV CROSS BRACING

REQ'D L 3" X 3" X 3/8"

REQ'D GALV SPACER PLATE

REQ'D GALV GUSSET PLATE

GRATING, 19-W-4

REQ'D 1" X 1/8" GALV

GRATING, 19-W-4

REQ'D 1" X 1/8" GALV

GRATING, 19-W-4

REQ'D 1" X 1/8" GALV

EQUAL EQUAL

4'-0"

3'-6"

WALKWAY SPAN

REQ'D GALV STEEL 50'

2'-1"

REQ'D C7X14.75 (2) PLACES

ANCHORING EACH C7

EMBEDMENT. (2) REQ'D FOR

CONCRETE ANCHOR, 3" MIN

REQ'D 1/2" DIA MECHANICAL

GIRDERS

ANCHOR WALKWAY

EXISTING CONCRETE TO

SAWCUT NOTCH INTO

GRATING TREAD W/ RISER BAR

REQ'D 1" X 1/8" GALV STEEL

REQ'D U.S. GALV GUSSET PLATE

GUSSET PLATE

REQ'D D.S. GALV

(TYP, FCM)

REQ'D W21X55 GIRDER

(TYP, FCM)

REQ'D W21X55 GIRDER

(TYP, FCM)

REQ'D W21X55 GIRDER

GIRDERS

ANCHOR WALKWAY

EXISTING CONCRETE TO

SAWCUT NOTCH INTO

CONTRACT)

(REMOVED FROM

U.S. SIDE ONLY

REQ'D FLASH BOARD HOOK

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DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:26:53 AM 6/12/2019

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

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CERTIFIED FINAL - READY TO ADVERTISE

A1

SCALE: 1 1/2" = 1' 1' 2'0 6"SS101

A7

SCALE: 1 1/2" = 1' 1' 2'0 6"SS101

A4

SCALE: 1 1/2" = 1' 1' 2'0 6"SS101

E6

RIGHT ABUTMENT

SCALE: 1/2" = 1' 0 2' 4'1'S-101

E1

CREST EL 587.4'

CONCRETE SPILLWAY

E1

SLUICEWAY PIER #6

SCALE: 1/2" = 1' 0 2' 4'1'S-101

E7

TYPICAL CROSS BRACE SECTIONTYPICAL LACING SECTION CROSS BRACING SECTION @ PIER

EL. 593.79'

TOP OF GRATING

EL. 592.54'

TOP OF ABUTMENT

E3

SCALE: 1/2" = 1'S-101

E7

0 2' 4'1'

RIGHT ABUTMENT NOTCH

RISER BARS SHALL BE MIN 1/4" THICK AND SHALL BE OF A HEIGHT SUCH THAT NO GAPS EXISTS BETWEEN TREADS2.

STEP RISE SHOWN IS APPROXIMATE AND SHALL BE FIELD VERIFIED AND COORDINATED WITH ON SITE GOVERNMENT REPRESENTATIVE.1.

NOTE:

EL. 593.79'

TOP OF GRATING

U.S. SIDE D.S. SIDE

U.S. SIDE D.S. SIDE U.S. SIDE D.S. SIDE

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SS503

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SS301

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SS301

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