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NORTH <br />REQUIRED I <br />s.. 12'-24 f <br />co MEET <br />EXISTING 1 <br />I GRADE - <br />;WATER S'JRF.4CE <br />ELEVATIOIJ i <br />l'• 1661.6 <br />EL. 658.5' <br />m <br />REQUIRED <br />I MEET OUTFALL RAP P <br />IPR <br />IOUTFALL TOP SLAB, IPR� <br />`STRUCTURE <br />8' 10' <br />!BREAK IN l <br />FLOOR SLAB <br />FLOOR SLAB TOBE REMOVID-- EL. <br />662.5' <br />r 1 <br />t FLOOR SLAB TO REMAIN <br />\REQUIR_D 8" CRUSHED <br />10I GRAVEL FILTER LAYER 35' <br />i, 1 10 <br />EL. 675.4' <br />i <br />20 <br />Figure 8. Typical Cross—Section, Stormwater Outfall (CSO#6) Site. <br />SOUTH <br />REQUIRE SEED <br />D' f <br />AND P,7UI CH { <br />i 1 <br />MEET ! <br />GRADE �— <br />APPF OXIMATE GRADE <br />4 REQUIRED <br />COM! ACTED FILL <br />EL. 673.1' 1 I <br />—REQUIRED 8" ( <br />GRAVEL FILTER <br />7 <br />