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28 NORTH, RANGE 4 EAST, W.M. <br />A <br />TC=413.7 <br />6BC=432 <br />TC=41N0 <br />BC4. ' I TC=413.50 <br />C=413.00 <br />a TC=413.7 <br />' l I 8C=413. f <br />TC=4 3.76 <br />BC=4 3.26 <br />' \ I HP-413. 0 <br />)i <br />=41 <br />, B =41 <br />TC=4 2.96J <br />OI BC=4 2.46 <br />FIBUILDING B =N=4;;:: <br />FFE=420 = T <br />TC-412.5 B( <br />BC=411.5 <br />TC 472.89� <br />O BC= 12.39 \ <br />. <br />zM <br />TC=413. 4 <br />BC=412. <br />I <br />TC=413.74 <br />cl)Z <br />324 <br />I <br />HP=413...00 <br />[L <br />I <br />Q <br />�� <br />BC=413.4,32WTC=413.BC=413. <br />j <br />12 <br />o <br />N <br />h_ <br />111 <br />/a <br />o I <br />' <br />2.32 <br />0.00 <br />SEE SHEET C-2.1 FOR CONTINUATION <br />BUILDING C <br />FFE=414 <br />TP=410.00A <br />/ITP=410.00 <br />T TP=413.981 <br />t r1P=413.981 <br />F- <br />413- <br />413.98- <br />jai <br />TP=408.80 I 412- <br />1 <br />I TP=aos.ao <br />TP=408.80 <br />fTP=409.10 I <br />r1 <br />409 <br />x <br />x <br />m RIM-407.65 <br />HP=408.65 ' <br />TC 09.94 <br />BC 44 <br />TC=410.36 <br />TC- <br />R0a <br />J <br />!// <br />� <br />1569 19f - <br />_ <br />g <br />BC=409.86 <br />419% <br />TC-410.15 <br />BC=409.65 <br />� <br />rTP=408.80 <br />h° <br />\t/// <br />1-1\ <br />h° <br />% <br />I TP=408.80- <br />I <br />I 411410 <br />409 <br />12 I <br />II <br />TP=08.80 <br />TP=408.80 <br />413 = <br />TP=413.98 1P=08.80 <br />TP=409.52 <br />TP-413.9 <br />. - <br />TP=413.98 <br />oX <br />siwaa <br />TP=413.98 <br />TP=413.98 <br />TP=410.00 <br />TP=410.00 <br />TP=410.00 <br />TP=410.00 <br />TG=413.89- <br />BC=413.39 <br />TC=413.89- <br />BC=413.39 <br />TC=413.50 <br />BC=413.00 <br />TP=413.98, <br />TC=413.89- <br />BC-413.39 <br />412.60 <br />TW 413.16 <br />BW 404.14 I , <br />NAT,VE <br />� a MEh7 <br />TW\ 413.63 <br />r8W�8.33 <br />GRAPHIC SCALE <br />( IN reer ) <br />1 1m6 = 30 fL <br />TP=410.0 <br />TC=412.14 <br />TF-410.00 <br />BC=411.64 <br />4,3 <br />" "- - <br />--- <br />TC 411.36 <br />BC 41(. 6 <br />c <br />1412.65 <br />TC_412.7z <br />LEGEND <br />BC 41222 <br />4\2� <br />�y <br />Tr'=409.52 <br />TC 411.92 <br />402.82 <br />BC=411.42 <br />I <br />//G=411.04 <br />PROPERTY LINE <br />hn <br />11,-- <br />TP=413.98 <br />TC=411.05 <br />j <br />C- <br />PROPOSED BUILDING <br />F`t <br />BC=410.55� <br />1P=408.801 <br />TC=410.54 <br />411.36 <br />BC=410.86 <br />TP=408.8 <br />=411.42 <br />TYPE I BASIN <br />TP=08.80 r�=09.10 <br />11 -" <br />W=406.63 <br />�9 <br />® <br />TYPE II CATCH BASIN <br />`/ <br />x <br />I� <br />iC=408.94 <br />TC=4 10 <br />410 <br />CBT=W4=10.67 <br />CLEANOUT <br />RIM=407.65 <br />TC=408.94 <br />BC=9. <br />T09 <br />410.17BC=408.44 <br />KmN <br />BC=408.44 <br />BC=8.44 <br />407.65 <br />//BC <br />o <br />WYE <br />CP=4o8j65 <br />408 <br />,.TC=408.55 <br />55 <br />_ <br />® <br />SEWER/WW MANHOLE <br />156 <br />= 9.1 <br />410.98 <br />BC 08TC=409.10 <br />=40983 <br />W=4t0.0760 <br />35=700.00 <br />GROUND SPOT <br />.16 <br />TC4090 <br />8 <br />' <br />TC=409.10 <br />w <br />{CBC4o$33 <br />7rrr <br />/ <br />TC=409.10 <br />BC=8.60 BC=08.60 <br />0 <br />RIM=407.7 <br />(` <br />1ICC4089108 <br />TW=410 .29 <br />BW=4, 0.2.22 <br />TP=100.00 <br />TOP OF PAVEMENT <br />6C 08 41 <br />TCC�--408 <br />BC= 08 OS <br />I <br />f `j,/ ! i' <br />TC=100.00 <br />TOP OF CURB <br />TP=409.10� 1 <br />BC=409.31 <br />j <br />B0 TW=410, 103 <br />'37 j' <br />BOTTOM OF CURB <br />/ <br />/ Z <br />/ <br />BC=100.00 <br />(AT TOP OF PAVEMENT) <br />BC=4091 5 <br />I+ <br />1 <br />l <br />//!f, / <br />IOU' TC=410.73 <br />BC=410.23 <br />TC=410.41 <br />Ai BC=409.91 <br />O <br />�A I <br />/ <br />TW 410.62. - r tt t . <br />TW=100.00 <br />TOP OF WALL <br />aM=aizaz BC=412.13 <br />TC=413.74 TC=412.61 <br />BC=413.24 BC=412.11 <br />TC=413.00 <br />BC=41250 <br />TC=412.82 <br />BC=412.32 <br />-TC=413.76 TP=413.98 <br />BC=413.26 TC=412.66 <br />-TP=413.98 BUILDING D B°=4, 2.,6 <br />RIM=411.93 <br />TC=4, 3.74 <br />FFE-414 TC=413.88 BG=413.24 <br />-RIM=412.19 ADA STALL SHALL BE BC-413.38 TC=413.74 TC=412.66 <br />MAX. 2% IN ANY TC/BC=413.24 BC=413.24 BC=412.16 <br />TC-413.38 DIRECTION. (TYP) TC=413.88 TC=413.50 TC=413.79 <br />TP=413 98 BC-413.38 BC=413.00 <br />TC/BC=413.24 TC/BC=413.88 BC=413.38 BC=413.29 <br />rTC=413.50 TC=413.42 TC=413.88 TC=413.74 TC/BC=413.24 TC=413.74 <br />BC=413.00 BC=41292 BC=413.24 _ <br />BC- 413.38 BC=41124 TC/BC=413.88 BC=412.92 'I <br />TC=413 74 TC=413.74 TC/BC=413.24 TC/BC 413 88 <br />-BC=413.74 BC=413.24 TC/BC-413.88 rTC=413 74 TC=413.74 7p=413.98 <br />iC-413.74 J/ BC=41324 BC=413.24 1.: <br />�TC=413 74 TC=413.42� BC=413.24.. _-, . -/ , x1..-71 9:: - - '-' xlx <br />BC=413.24. 8C=412.92 0 <br />® I ® <br />ec x <br />o a <br />TC= 15.15 <br />x <br />=413.74 <br />x1 <br />C=413.74��_41350BC=414:68" <br />BC=413.24 B <br />413 <br />' <br />TC=413.42 <br />BC=412.92 <br />o <br />413 <br />BC=413.24 <br />413 <br />0 `` �_ <br />T 13.74 <br />4413.24 <br />413 <br />TC=413.42 P=412.80 <br />TC=413.30 <br />~ <br />\ <br />\. <br />TC=413.32 <br />C <br />TC=413.32 TC=413.42 <br />RIM=412.03 BC=412B2 BC=412.92 <br />BC=412.92 C 412.75 RIM <br />BC=412.25 <br />TC=413.13 3 <br />411.64 <br />TC=412.62 <br />BC=412.80 <br />+ <br />BC=412.82 <br />RIM=412.19 <br />0 <br />BC=41 3 TC=413.38 <br />BC=412.88 <br />EC=41 <br />1 412 <br />151% <br />TC 413.38.-TC=413.62 <br />413 <br />TC=413.5 <br />\ <br />N8836'33'W 1497.55' <br />' ` \ , \ / TW=418.97 <br />i/ BW=416.97 <br />'� <br />TW=421.63 <br />BW=413.32 <br />•r <br />TW=423.32 <br />BW=4,3.32 <br />c <br />TW=423.32 <br />BW=413.32 <br />TW=423.32 77WW 4pp33 <br />l�W=413.32 BW=413.32 <br />_ <br />gg2p TW=423.32 <br />! BW=413:40 T;=41 32 <br />71=423.32 <br />TW=413 <br />/ <br />1 <br />/ <br />RW=4 6 <br />BW=413.62 <br />BW=41.62 f <br />TO POSTING- 601,1(`4 (7 <br />TC=411.25 I BW 406.27 I r \ BOTTOM OF WALL BC=410.75 C=411.32 ' ! BW=100.00 (AT TOP OF PAVEMENT) <br />�C=410.82. '1.26 EG=100.00 EXISTING GROUND <br />BW 411 60 <br />\ TC-4,11.17 �` I TC=411.43 ; I f i itl ( RIM=100.00 RIM ELEVATION <br />\BC-410.67 BC=410.93 <br />TC=411.27 TC 411.47 <br />=410.77 BC=410.97 HP=100.00 HIGH POINT <br />TC-41 TW=411.80 / <br />BC BW 412.13 <br />TC 412.08 KEY NOTES: <br />71 f w �S• <br />BC 411.58 .i + )iI 1. ALL SIDEWALKS, TCCROSSWALKS, AND ADA FACILITIES SHALL <br />TC=41 .52 TC=412.31 it tj BE CONSTRUCTED WITH A CROSS SLOPE NOT TO EXCEED 2M <br />BC = 202 TC 412.11 BC-411.81 <br />.37 "/ /ii <br />tj i ( � <br />B412 <br />C-411.61 2. ALL DOOR ELEVATIONS ARE AT THE BUILDING FINISH FLOOR <br />BW 406.51 I I (I I �. ELEVATION, UNLESS OTHERWISE NOTED. <br />TC=412.40 I I 1 <br />-411.90 <br />-� /TW4,246738�'''i/��i�il�i I <br />t TC=412.84 TW 412 75 <br />,V ( BC 412.34�W 41242 / i i i7 �I ii l t i <br />413R4 <br />412.3 <br />C, 412. <br />BC=41%-1 <br />TW=413 ngHvr:,�QWFFiP �C,TI��f <br />BW=410.7 <br />=aii:az <br />/ TW=413.01 BW 412:62�1 l/ <br />BW 408.00 <br />tt �r <br />BW=41 . i <br />Q;- <br />Know what's below. <br />Call before you dig. <br />C-2.2 <br />