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DAD L X I f JD DN <br /> -- -- - - -- Re n`orce 8' thick slab w/ (1) <br /> 1010 <br /> - - - ( mat of #5's @12" o c Ec way, <br /> centeree in s ab thickness <br /> ' I t <br /> in sh G-ode <br /> I <br /> Remove 2'-0" o' exis'rnc soi s <br /> bele, slob, wet sods removec to <br /> Socket pier 1% over opt mum moisture co rter- <br /> ir bedroc'K ano replace In 12" lifts and f <br /> compcct to 85% standard proctor min .in <br /> \ Typical 1)"q r 70' concrete pier <br /> w/(2) #5 verts fu p er heigf t, <br /> extend reinforcma 5" into s ab �� <br /> & term note in a standard hook 12 <br /> C-1982-056 <br /> JJ <br /> MR-294 <br /> d <br /> D i f D r G. D �, or, ( ; r e � e Approved 2/24/2016 <br /> a . Struc ura ' concre'.e sha l ��ave a rmin ' mum > � <br /> day compressive strength of 3000 psi Type I . N <br /> � I <br /> b . Reirforcirg bars shall conform o Q,STM <br /> Specification A6 '� 5 - 79 and shale be Grade 60 <br /> c . At splices, lap bars 36 d*ameters . At corners <br /> and intersections , make horzirtal bars continuous LEGEND Tw.�t�,B�o5R- <br /> 38515 Roue CauBy RoaE N2] <br /> two OM <br /> Lreek,Calwado BOOB] <br /> o r p r o ,/1 d e m a t c h ) r"1 g c o r n e r b a r s 6MN Air Compressor Budding <br /> North&South Pad Expansions <br /> Slab Details <br /> I <br />