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<br />~ <br /> <br />o <br />, <br />i'r, <br /> <br />o <br />- <br />, <br />'<:t <br /> <br />u <br /> <br /><=> <br />-' <br />on <br /><'1 <br /> <br />r.t:I <br /> <br /><'1 <br />, <br />i'r, <br />- <br /> <br />r -- <br />00 <br />r - <br /> <br />I = <br />00 <br />, <br />, M <br />L_ <br /> <br />L <br /> <br />1 <br /> <br />r <br /> <br />- -, <br />L <br /> <br />20'-0" <br /> <br /> <br />24'-0" <br /> <br />, <br />, <br />, <br />, <br />I' PI <br />I J <br /><:;> r ~ ~ - II F2 <br />;0 <br /> <br />L--__________J <br /> <br />r - -- <br />I <br />L -, r _ .J F2 <br /> <br />PI <br /> <br />N <br />, <br />i'r, <br />- <br /> <br /> <br /> <br />5t_ " <br /> <br />TW 99'-4" <br /> <br />00 <br /> <br />I <br />I <br />., I <br />1 I <br />I I Fl <br />r...l L l <br />I <br /> <br />P3 <br /> <br />o <br />- <br />, <br />'<:t <br /> <br />o <br />-' <br />M <br /> <br />l., <br />, <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />, <br />I <br />I I <br />I <br />I <br />I <br />I <br /> <br />TW 99'-4" <br /> <br /> <br />o <br />, <br />;0 <br />- <br /> <br />r--- <br />L __...J <br /> <br />2 <br /> <br />r-- --, <br />.J L <br /> <br />l <br /> <br /> <br />3 <br /> <br />4 <br /> <br />20'-0" <br /> <br />20'-0" <br /> <br />20'-0" <br /> <br />5 <br /> <br />r- --, r- --, r-- l <br /> <br />.J L---__________.J L---_________.J <br /> <br /> <br /> <br />r----------- <br /> <br /> <br />I F3P2 <br /> <br />l <br /> <br />r------------ l <br />I F3P2 <br /> <br />r-------- <br /> <br /> <br />I F3P2 <br /> <br /> <br />#5 X 8'-0" LONG <br />HAIRPIN (TYP) <br /> <br />SLAB-aN-GRAD <br /> <br />5" SLAB-aN-GRADE WI 6x6 WI.4xWl.4 <br />WWF WI 10 MIL VAPOR RETARDER <br />ON MlN 6" COMPAcCTEDGRfiJNlJLARFILL <br />TYPICAL - FINISH FLOOR ELEV = 100'-0" <br /> <br />Trench Drain <br /> <br /> <br />Trench Drain <br /> <br /> <br />12'-0" <br /> <br />4'-0" <br /> <br />4'-0" <br /> <br />12'-0" <br /> <br />24'-0" <br /> <br />o <br />, <br />'<:t <br />- <br /> <br /> <br /> <br /> <br /> <br />I F3P2 <br /> <br /> <br />L---__________J <br /> <br />l r <br />L_ _.....J <br /> <br />20'~O" <br /> <br />o Foundation Plan <br /> <br />Scaie = 1/4"=1 '-0" <br /> <br />I F3 P2 WI I <br />L---~________J <br /> <br />I F3P2 <br /> <br /> <br />L________ <br /> <br /> <br />I r <br />L_ _.....J <br /> <br />I r <br />L_ _.....J <br /> <br />20'-0" <br /> <br />20'-0" <br /> <br />20'-0" <br /> <br />80'-0" <br /> <br />---l <br /> <br />F21 <br />L_..., rJ <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />, <br />I <br /> <br />PI <br /> <br />Fl <br />P3 <br /> <br />~ <br /> <br />, <br />I <br />I <br />I <br />, <br />, <br />, <br />, <br />I <br />, <br />I <br />I <br />I <br />I <br />I <br />r.....J <br /> <br />o <br />-' <br />- <br />N <br /> <br />5'-0" <br /> <br /> <br />a:l <br />., <br /> <br />TW 99'-4" ~ <br /> <br /> <br />I <br /> <br />o <br />, <br />o <br />on <br /> <br />P3 <br />Fl <br /> <br />TW 99'-4" <br /> <br />r <br /> <br />Cl <br /> <br />L, <br />, <br />, <br />I <br />I <br />, <br /> <br />o <br />, <br />;0 <br />- <br /> <br />o <br />-' <br />(V1 <br />N <br /> <br />I <br />I <br />, <br />PI I <br />I I <br />F2 r _.....J L l_ <br />I I~ <br />-__J <br /> <br />NOTES: <br /> <br />1. ASSUMED SOIL BEARING PRESSURE = 2,000 PSF <br />2. TOP OF FOOTING ELEV = 96'-3" UNO <br />3. TOP OF WALL ELEV = 100'-0" UNO <br /> <br />EB North <br /> <br />., <br />L- _ .....J <br /> <br />-G <br /> <br />-( <br />