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A. SECTION THROUGH BIO -BLENDING SUMP REINFORCEMENT SCALE :1"=1'-a' <br />REVISIONS <br />N <br />N <br />N <br />N <br />h <br />W <br />C <br />M <br />N <br />0 <br />V <br />a <br />#6 REBAR MAT — — <br />AS SHOWN <br />w <br />w <br />_ <br />w <br />7 <br />K <br />D <br />¢ <br />N <br />z <br />o <br />� <br />I � <br />I <br />aa�a� <br />I � <br />IL ------------------------------------------ <br />B. CONCRETE REINFORCEMENT OVER BIO -BLENDING <br />SUMP <br />SCALE: 1"=1'-0" <br />16' <br />=oe <br />ONwZe <br />H otQu <br />Nd <br />Z <br />OZ <br />O <br />- <br />cc <br />�W <br />W <br />Z <br />g0 <br />m <br />oZ <br />W <br />W <br />#6 REBAR MAT <br />z <br />NOTE'. <br />ASSHOWN <br />CONTRACTOR SHALL <br />INSTALL <br />0 <br />i <br />(2) MATS OF REBAR <br />LAYOUT AS SHOWN, (1) <br />N <br />MAT AT 3" FROM BOTTOM <br />SLAB, <br />W <br />OF & (1) MAT AT 3" <br />O <br />FROM TOP OF SLAB. <br />C <br />H <br />w <br />G <br />W.£ <br />j <br />U�ol <br />Oo= <br />Q Z <br />W <br />LL <br />o <br />UZ- <br />J Q w Q <br />WLL z� <br />LL <br />_ <br />W <br />Po <br />W� <br />LU <br />a'e <br />ZI.e. <br />p,=� <br />zi <br />oW <br />OO <br />w <br />O= <br />- <br />m <br />14'-2" LONG #6 <br />REBAR AS <br />SCALE: <br />SHOWN <br />DRAWN BY: <br />GLZ <br />DATE: <br />1/25/2015 <br />PROJECT NO. <br />CA -1098 <br />OF 12" THICK <br />CONCRETE SLAB) <br />EAING17'(E%TENTS <br />