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NOTEr <br />1, CCNCRETE MIX ( 5 SACK MIX 3 <br />MINIMUM DESIGN STRENGTH C 3,000 PSI <br />AT 30 ➢AYS� <br />Li2,STEEL <br />REIKFCRCEMENT TG BE ■3 BARS <br />l7 <br />2 LB INCH ON CENTER BOTH WAYS, <br />} <br />3, EXPANSION .POINTS WILL VE SEALED. <br />W � <br />4, EXPANSION JOINTS SHALL BE PRE -MOLDED <br />REDWOOD WITH <br />PROVISIIINS FOR A WOOD STRIP ON TOP WHICH WHEN REKUVED <br />W, <br />WILL PROVIDE A SEALANT RESERVCDL <br />R <br />S.JOINT SEALANT SHALL BE ONE PART SELF LEVELING SILICONE <br />W W <br />T.P. 20.7 RUBBER MEETING ASTM D 5893-96, STANDARD SPECIFICATION FOR <br />J Z 0 <br />3 <br />COL➢ APPLIED, SINGLE COMPONENT CHEMICALLY CURING SILICONE <br />W <br />15, <br />.7o JCiNT SEALANT FOR PURTLAND CEMENT <br />CCNCRETE PAVEMENTS, <br />© <br />T.P. 20.7 TYPE SL ( SELF-LEVLLING ). <br />F.F. 20,31 y <br />,,TYPE <br />MEMBRANE CURING COMPOUND FOR CURING CONCRETE <br />SHALL BE USED, ASTM C309, TYPE 2 WITH <br />WHITE PIGMENT, <br />4' enw- TREE <br />4' EnAcs <br />Tn 27 SF. T.P. 20.7 NCTEi <br />TOTAL CONCRETE PAVEMENT <br />t.P.E06 155' T.P. 20 <br />C1 9.5' T,P, 217 4' THICP 190 SQUARE FEET <br />M <br />5' THICK- 1,128 SQUARE FEET <br />� 6' THICK- SQUARE <br />FA4SXN <br />712 FEETLt- <br />.IleN <br />1 <br />3' <br />26.2' <br />R <br />= <br />J <br />WOUII STEPS <br />Lai <br />P- <br />"L Lr <br />pj <br />41' x 15.5' <br />CARPORT <br />¢ <br />a <br />F U <br />W t- <br />a <br />5 ERRRETE < 5 sAEX (iPu <br />ONE STORY <br />w <br />06 SV. <br />WOOD FRAME <br />w <br />a <br />C, <br />I9b y <br />807 So. 1OWA <br />Iri <br />z° <br />(U <br />S <br />W <br />3 <br />DOUBLE GATE <br />U7 <br />TOP <br />ell <br />;t <br />BOTTOM <br />WOOD iv <br />STEP <br />awes <br />PERCH ° <br />A <br />z <br />18' <br />W <br />Q J <br />EYPAVSOtI 2Q' ' <br />�ryg. <br />TP. 20.5 TP, 2C.6 <br />TOP <br />V [Y <br />x w <br />STEP rr. zaE <br />LTJ <br />20.85 <br />ra f <br />Law <br />� <br />a 2pb <br />+o�g <br />N Phi <br />q <br />S/V <br />N <br />4' COHC. <br />4B6 SF, <br />73- <br />9 TnCRETE C 5 SACK) <br />5' <br />SF. <br />GXUPNQim <br />J®(T <br />3' T.P. 20.4 20, T,P, 20.5 <br />PROPERTY LINE <br />EYP <br />N 27'15'W — 75,00' <br />APPRL4" <br />S. THAT( CONchem ( 5 SAM MX 7 <br />NBC" XSTM STRC%7H (3AN PS[ <br />F <br />F- .J <br />AT 30 DAYSJ <br />03 HNts ! LB• BOT)WAYS <br />Q <br />XLi <br />q, <br />mm <br />W f- <br />y°. <br />'cV <br />TOTAL C[NCRLTE PAVQENT <br />4' TIA 190 MAW FEET � <br />R g <br />a . <br />5' THICK. IAA SC4AE FEET <br />b' rHILK, 712 SMARE FEET <br />0. Q <br />m <br />5zB Mr <br />APPFOAM . <br />m SA FEET <br />` <br />6' TF= CWCREfE ( 5 SACK MIX ) <br />lOIIDIN DES STRDM C 3AOD PSI <br />P4 <br />AT W M='. <br />fj} <br />PREF3000 RmV <br />EWANSKN J0[NT <br />p 3ART a Mr C-C IgIMAYS <br />20' <br />92 Sr. <br />T. 20.00 ASSUME➢ <br />----T"IT TF,9iBS--------'"-' <br />� sAv wr FULL nErTr <br />EXISTIIY, FHA ROLL C1RI <br />DR MSVK ZAftS LEN <br />12'O.0 <br />P <br />r PVMT < 6' <br />- DRILL INf0 E'%Imy <br />FT4 ML K <br />SECIIAE VLTH EPO%Y ARER CLEAi3SMG BRtl-L H� <br />SOUTH <br />111WA <br />EXHIBIT <br />