#6 TIES @ 6" O.C 10' 28 EA. # 10 28 EA. # 10 DOWELS 12 EA. #8 REBAR @ 9" O.C. BOTH WAYS TOP AND BOTTOM 8' 2'-6" 28 EA #10| REBAR | #6 TIES 8' SECTION A-A' 12'

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