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• <br />- -I <br />MATCH BASEMENT FLOOR HT <br />TIE TO EXISTING W/ <br />#4 BARS @8 "OC <br />HORIZ. <br />5 CRS 12" CMU <br />ON 8 "X20" <br />CONCRETE FTG. <br />W/ 2 -#4 <br />CONT. HT. TO <br />MATCH <br />!STING <br />L <br />0 <br />p <br />• <br />STEP FT <br />a" <br />9' -0" <br />TIE TO EXISTING W/ <br />#4 BARS @8 "OC <br />HORIZ. <br />STEP FTG <br />0 <br />1 <br />13' -8" <br />C <br />T <br />�< 5' -2" � <br />1 <br />STEP FTG <br />r <br />C NCRETE RAMP UP <br />0o <br />UNEX <br />0 <br />0 <br />THICKENED CONC SLAB EDGE <br />(SLOPE W/ RAMP) <br />6" HALF HIGH CMU ON 8 "X16" CONC <br />FTG W/ 2 -#4 CONT(MATCH EXISTING <br />FTG. HT) <br />22' -1 1/2" <br />I I <br />J <br />E- 3' <br />0" - <br />—MO <br />2 -6" HALF HIGH CMU ON 4 CRS. 8" CMU <br />ON 8 "X16" CONC FTG W/ 2 -#4 CONT <br />UNEXCAVATED <br />2 -6" HALF HIGH CMU ON 2 CRS. 8" CMU <br />ON 2 CRS 12" CMU ON 8 "X20" CONC <br />FTG W/ 2 -#4 CONT <br />2 -6" HALF HIGH CMU ON 4 CRS. 8" CMU <br />ON 8 "X16" CONC FTG W/ 2 - #4 CONT <br />1_nit <br />_ 11 <br />v <br />9' -8" <br />I0 <br />Irv" <br />MO <br />9' -O" <br />>8"r <br />CL <br />MO <br />9' -0" <br />MO <br />-.2- <br />,1 ; <br />0 <br />CV <br />9' -0" <br />NOTE: FILL CORE W/ CONCRETE @ BEAM BEARING <br />4 CRS 8" CMU(MIN TO GRADE) ON 8 "X16" <br />CONCRETE FTG. W/ 2 -#4 CONT <br />1' -4" <br />� <br />,1E <br />FOUNDATION PLAN 1/4" l' 0 <br />8' -4" <br />(1.1-'R 0 9 2007 <br />._iNOL, 1, 'KEES <br />