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NOTES:
1. NUMBERS AT END OF BARS INDICATE DISTANCE IN FEET FROM CENTERLINE PIER.
2. PHOVIDE 2'-0" AND 2'-3" MINIMUM SPLICE LENGTH FOR NO. 5 AND N). 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 AS PRACTICABLE
5. TRANSVERSE STEEL REINFORCING BARS ARE NOT SHOWN FOR CLARITY.
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.
TOP DECK REINFORCEMENT PLAN - SPANS 81 9 � 10
SCALE: 3/16" = 11-On
ALPHA ENGINEERS INC.
CIVIL AND STRUCTURAL ENGINEERING CONSULTANTS
320 ANDOVER PARK EAST
SEATTLE, WASHINGTON 98188
G.W. GRADY WAY BRIDGE
REPLACEMENT
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7*60-kD-
SUPERIOR REPROGRAPHICS
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