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<br />- <br /> <br />-- - -- --- <br /> <br />--- - <br /> <br />- - <br /> <br />-- <br /> <br />.;~' <br /> <br />I <br />. <br /> <br />I <br />I <br />. <br /> <br /> <br />~ <br /> <br />~ <br /> <br />NOTE: ACCESS DRIVEl PARKING LOT ELEVATIONS ARE <br />GIVEN AT PAVEMENT SURFACE, <br /> <br />ALL AREAS DISTURBED BY CONSTRUCTION <br />WHICH ARE NOT PAVED OR SODDED SHALL <br />BE SEEDED AND MULCHED. MULCH SHALL <br />BE STRAW APPLIED AT 2 TONS I ACRE <br />AND DISK ANCHORED. <br /> <br />201 0 I' 10 <br /> l: 10 q l\! <br />0.- l\! q m <br /> Ul l\! <br />_Co. 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TIC 904.2 1 // Office II <br />B~4BO SF / PRf TIC 9~;.7 11~I060 SF / / I <br /> <br />FINISHED FLOOR EJV. 907.01 f I <br />SUBGRADE ELEV. 2106.0:! I I <br />. /. \ \'\ <br /> <br />! . ^ \ " ~ <br />~ J \ I <br />. \ '" <br />"'.. " <br />'''l; " <br />"" \ <br /> <br />// <br /> <br />) ~ <br />al~50~NO-;5 J <br />I I /' <br />I \ / <br />) <br />/ <br />/ <br /> <br />- <br /> <br />Patio <br /> <br />! u I m <br />, <br />J ~ i i<5 <br />, <br />- ' , 0 <br />:J o. , <br />. '" I 0 <br />fi ~S. ! \D <br />o "'~I u C\J <br />~~ LJ en <br />co <br />~~I! i 0 <br />~il ailS 0 <br />~z ~ ~ z <br />8 I ~a ::i: <br />~ ::i: <br />0 <br />Cf) CJ <br /> <br /> <br /> <br />O. <br />~ <br /> <br />~ <br />o <br />.1 <br />o <br />'" <br />Q, <br /> <br />/ <br />f <br />'"', 1 x906f~11 <br />1T (I' I <br />F~~e. O'f!ce' I <br />Ex""n~an \ I <br />>,,1 <br />~ ---7--+-~ <br /> <br />~ <br />I _ <br />Ie( <br />/0- <br />/ei <br />/ <br /> <br />/ ' <br /> <br /> <br />. <br />- <br />! <br />~ <br />~ <br />. <br />· m <br />i ,&J <br />o <br />mil) <br />c: Q) <br />._ c: <br />t. c: <br /> <br />Q)o_ <br /> <br />t: Q)~ <br />o .5 .. <br />'to- m c: <br />~ Ji~ <br /> <br /> <br />0- <br />U Q) Dl <br />CD -.- <br /> <br />'to- Q) t. <br />~ Em <br />Q) E 3 <br />t: Q) Q) <br />m [[ Z <br /> <br />! <br />! <br />~ <br /> <br />/ <br /> <br />I <br /> <br /> <br />Con.,.uo.lon ' <br />pOQr , x <br />903.0 <br /> <br />TIC 902,6 <br />INY. a9a,8 <br /> <br />902.5 <br /> <br /> <br />\)' x 906.3 <br /> <br /> <br />I <br />~ <br />I <br />I <br /> <br />I <br />~ <br /> <br /> <br /> <br />\, <br /> <br />"""'- <br /> <br />~ 0 <br />Jd <br /> <br />10 <br /> <br />--- ---- ( <br />~"'-- <br />___ __~ "'""--a..... ___ _ <br />--.;...-.- ---- . -- -~:- ------ - <br />.-~. :--- - -----~ --- <br />_.-----:-~ - ~: -, ---=:: --- -._-.-:..- -~ <br />- ,---. <br /> <br />50 <br /> <br />I <br /> <br />100 <br /> <br />I <br /> <br />-- <br /> <br />-- <br /> <br />. <br /> <br /> <br />t r <br /> <br />l! <br /> <br />-. <br /> <br /> <br />------..- --- <br />---- - <br />-- <br />- <br /> <br />TEMP. BALE CHECK <br />ding and Drainage Plan <br /> <br />3 <br /> <br />I __----...---------..- <br /> <br />-- <br /> <br />, RAIL\NAV <br /> <br />- "l" - <br /> <br />LINE <br /> <br />SO~ <br /> <br />--- <br /> <br />~J" -- <br /> <br />. <br /> <br />~: I'. ,!-,.D' <br /> <br />.. - <br /> <br />- <br /> <br />- - <br /> <br />I <br /> <br />, <br />I <br /> <br />I <br />I <br />I <br />I <br />. <br />