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Block Retaining Walls <br />8"LOW PERMEABLE SOIL- <br />4'ANCHOR CAP UNIT <br />LI, - 9i5.24 <br />8"DtAMONDPRO UNIT <br />24'MIN UNIT COREFILL <br />(I' CRUSHED STONE) <br />13.00' <br />7, <br />FINISHED GRADE <br />L <br />I% MIN <br />F1 -96125-1 <br />6'X 24'UNREINFORCED CONCRETE <br />OR CRUSHED STONE LEVELING PAD — <br />DETAIL SHEET 4.00 <br />/ NCMETE PATIO AGGREGATE <br />\711.FDESIGNED BY OTHERS <br />"49 <br />:'l—vm 's <br />INFORCFDRAC' CFILL �TI NFDSOILE <br />'S <br />AP PROXIMATE LIMIT <br />OF EXCAVATION <br />STRATA SC zoo TRAT <br />SSE NOTE 3 <br />0 T)"NFIK (SFF- NOTE 6) <br />REINFORCED WALL SECTION A - A <br />(WALL I SECTION SHOWN AT STA 67) <br />