HomeMy WebLinkAboutR-420230O
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EXPANSION JOINT,
SEE 2 TYP —
5-12
EXPANSION JOINT,
SEE 2 TYP —
S-12
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2" CLR
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3/4" CHAMFER, TYP -3
PL 1/2
CL ABUTMENT
�i PILES END SLAB
5'-8 1/4"
3", TYP I 1/2"0 WELDED STUDS
@8"OC
END DIAPHRAGM, TYP
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0
(L- ABUTMENT
PILES END SLAB
5'-8 1/4"
3", TYP I 1/2"0 WELDED STUDS
@ 8" OC
MAX GRATING SUPPORT SPACING
FROM END OF GRATING IS 6", TYP
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END DIAPHRAGM
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SEE 1 TYP
GRATING SUPPORT, TYP
GRATING SUPPORT, TYP
CONC TOPPING
ELEVATION - EXTERIOR GIRDER
SCALE: 1/2"=1'-0" 2 0 2 4
1/2" = 1'-0"
scale feet
METAL GRATING
ELEVATION - INTERIOR GIRDER
SCALE: 1/2"=1'-0" 2 0 2 4
1/2" = 1'-0"
scale feet
GIRDER GIRDER
HANDRAIL BASE PL, SEE LANDSCAPE HANDRAIL BASE PL, SEE LANDSCAPE
DRAWINGS FOR LOCATION, SEE S-12 DRAWINGS FOR LOCATION, SEE S-12
FOR DETAILS 2" CLR FOR DETAILS
3/4" CHAMFER, TYP 3" , I (3) #4 CONT BARS, EQ SPA 3/4" CHAI
#3@4"OC
3" 3" CONIC BRIDGE END SLAB 3" 3"
1/2"x2" WELDED STUD, TYP I PL 1/2 1/2"x2" WELDED STUD, TYP
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0 rC SECTION -EXTERIOR GIRDER
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- SCALE: 1" " =1'-0
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RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
>, IN PART ON INFORMATION PROVIDED BY OTHERS.
-0 CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
in LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
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GIRDER
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#3 @ 4" OC
CONIC END SLAB
'2"x2" WELDED STUD, TYP
(L ABUTMENT
END SLAB PILES
5'-8 1/4"
CL ABUTMENT
END SLAB PILES
5'-8 1/4"
CJ P
STEEL GRATING
GIRDER
DETAIL -GIRDER DAP
R-420230
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TYP 3/8
W36x160
TYP 3/8
� W36x160
TYP 3/8 W36x160
1 SECTION -EXTERIOR
GIRDER
K`E� SECTION
� SE - INTERIOR GIRDER
% SCALE:1"=1'-0"
WSP USA Inc.
33301 9th Avenue South
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
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% SCALE:1"=1'-0"
REVISION
- INTERIOR GIRDER
SURVEYED:
DESIGNED:
GDN
DRAWN:
AHK
CHECKED:
CSB
BY DATE APPR APPROVED:
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SALE. DAM
10/26/23
1 "=20' CITY OF GENE COULON MEMORIAL BEACH PARK � FlELDBOOK: FB
� RENTON TRESTLE BRIDGE REPLACEMENT PAGE` PAGE
ONE INCH ' DRAWING N0:
AT FULL SCALE GIRDER ELEVATION &SECTIONS S- 6
IF NOT ONE INCH
SCALE ACCORDINGLY
SHEET: OF:
34 45
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