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NOTES:
1. NUMBERS Ar E%100F BARS INDICATE DISTANCE IN FEET FROM CENTERLINE PIER.
2. PROVIDE 2'-0" AND 2'-3" MINIMUM SPLICE LENGTH FOR NO. 5 AND NO. 6 BARS,
RESPECTIVELY
3. STAGGER ALL LONGITUDINAL TOP BAR SPLICES BY 5'-0" UNLESS NOTED OTHERWISE.
4. ALL NO. 5 BARS SHALL BE AS LONG A5 PRACTICABLE
5. TRANSVERSE STEEL REINFORCING BARS ARE NOT SHOWN FOR CLAM TY.
SEE CROSS SECTION ON SHEET NO. 41.
6. ALL DECK TOP STEEL REINFORCING BARS ARE EPDXY COATED; SEE BAR LIST.
7. FOR LOCATION OF STEEL REINFORCING BARS SEE SHEET NO. 41.
8. FOR LOCATION AND SPACING OF PRECAST CONCRETE TRAFFIC BARRIER ANCHOR BOLTS
SEE SHEET NOS. 44 & 45.
LI&H7E6SE, SEE SHT. 43 FOR DETAILS
STA. 24 + 15
TOP DECK REINFORCEMENT PLAN -SPAN 6 4 7
SCALE : 3/16"=1'-011
ALPHA ENGINEERS INC.
CIVIL AND STRUCTURAL ENGINEERING CONSULTANTS
320 ANDOVER PARK EAST
SEATTLE, WASHINGTON 98188
LA
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CITY OF
DEPARTMENT OF
RENTON
PUBLIC WORKS
S.W. GRADY WAY BRIDGE
REPLACEMENT
DECK REINFORCING PLAN -SPAN 6 917
I
RS C O M DESIGNED_--- • ®ATE APRIL,1982 FILE NO. U_
PA N Y DRAWN w' AS NOTED
Consulting Engineers and Analysts SCALE FIELD Book PAGE_
�p I AE�16ED PER RECORD DR►�Q• �T� 3.11.87 cwecleE®__ _
Seattle, Washington NO. REVISION BY APPR. DATE I APPROVED_
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SHEET 36 oF_63
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SUPERIOR REPROGRAPHICS
P T_,.!:. WORKS
t,CANNE D MAR 2 8 2003