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EvLllnlT A <br /> 16A rl I <br /> Uo -TION LIP E A <br /> Q <br /> AUD 350 <br /> 1-0 AL01 SE <br /> FG. <br /> PGjI <br /> y <br /> 3Z <br /> By'. 1832, <br /> B <br /> N,,89'05'46" E 0 <br /> + IB Y\-.---- \-936.67'M'---- <br /> 0 ------ <br /> A V--A- <br /> E <br /> N .23' <br /> e84�O 5'4 o" I I , \ <br /> 8 M, 328.50'R <br /> 32 W <br /> W ---- <br /> me <br /> W <br /> 231150` -------- <br /> 7 77- <br /> 25+06" T- <br /> 7 <br /> I T <br /> 0- 1 T <br /> /f I T' <br /> TI <br /> (4)p <br /> c� <br /> 0 <br /> in <br /> �Trn <br /> 3: 01, <br /> M <br /> 0 pl tq <br /> 'MEMORY CARE PARIONG ]1 (71I 2 <br /> m <br /> DROP-OFF <br /> Wal S.F. <br /> FF <br /> PROPOSED 3 STORY,100 UNIT, SSNINT FF803.00 <br /> SUPPORTIVE LIVING FACILITY <br /> k (82,000 S.F.) <br /> FF 6= <br /> PROPOSED 1 STORY <br /> `MEMORY CARE FACILITY PAM <br /> (25,000 S.F.) <br /> Lo <br /> GAR c6uL-VER <br /> 24" SS i8" �.S <br /> G. 60' \1 <br /> SARA <br /> B00y, 3 • <br /> W 8" <br /> W ==7w -Z-�A, W 1 <br /> W. 218.54' <br /> 390,N' A A 4L <br /> S 89*04'14" W <br /> 608,79'M, 608.73'C <br /> LEGEND <br /> EXISTING FIRE HYDRANT M ARS RS <br /> ONY <br /> N 1*01'06" W <br /> 19.92'M, 20.25'R S. <br /> HYDRANT 24" SS <br /> V PROPOSED FIRE PG. c3C)c <br /> CB0 EXISTING CATCHBASIN Sy, 3110, —EX SANITARY <br /> S 89*53'58" W IVIANHOL� <br /> COO PROPOSED CATCHBASIN 63.94'M, 63.89'R <br /> 0 EXISTING MANHOLE <br /> ————————————— <br /> 0 PROPOSED MANHOLE <br /> -a EXISTING POWER POLE % C1,111 ...... <br /> EXIST. LLI ALD-1- DRIVE EB BOX ABOVE GROUN (0: VE <br /> UTILITY SPLICE fil 3 <br /> cn <br /> 0 EXISTING WATER VALVE 11\1 <br /> 0 t- � <br /> — EXISTING GUY ANCHOR <br /> - EXISTING STORM INLET 0� 40' <br /> PROPOSED 0 40' 80, <br /> DETENTIONAREA In 6 c3 03 <br /> - PROPOSED STORM INLET Un C\j c\I <br /> rl) <br /> ........... PAVEMENT STRIPE <br /> EXISTING <br /> 0 <br /> EXISTING FENCE LINE (3 <br /> In <br /> cli <br /> EXISTING TREE LINE <br /> TI EXISTING LIGHT POST <br /> EXISTING SIGN —10" DIAM'�, iff,, <br /> N <br /> -,ORIFICE`,Lo(:Aj ION <br /> PROPERTY LINE <br /> A STJL N,6 tASIN <br /> EXISTING AERIAL LINE I <br /> —W— EXISTING WATER LINE <br /> DESCRIPTION DATE JAPPROVED <br /> S, <br /> lw— PROPOSED WATER LINE V.No, <br /> EXISTING SANITARY SEWER N <br /> S 88*46'53" 0 PLANNED DEVELOPMENT SITE PLAN <br /> PROPOSED 8" SANITARY SEWER 260.42'M, 2EoO.65'R/ DESIGN BWC <br /> SCALE <br /> 328.73'M"" V, <br /> C" <br /> DATE 04/10 GRAND OAKS ESTATES <br /> EXISTING STORM SEWER = 40' <br /> 329.1(Yk SWC PROJECT NO. <br /> DRAW <br /> PROPOSED STORM SEWER 1, <br /> DATE 2 430 <br /> 225 SOUTH MT. ZION ROAD -0803 <br /> z z DECATUR, IL 62521 DATE <br /> EXISTING BUILDING ALE t4 CHECKED <br /> SCH /10 <br /> DATE BLANK,W E SSE L I NK,C OOK 06/18 <br /> APPROVED <br /> PROPOSED BUILDING 0 i.I rl & A S S 0 C I A T E S.I N C. <br /> S F(G, <br /> y i`4 1 <br /> DATE <br /> EXISTING CONTOUR B ARCHITECTS ENGINEERS <br /> CLIENT APPR -1A <br /> 2623 EAST PERSHING ROAD DECATUR,IL 62524 PD <br /> 670 PROPOSED CONTOUR MATCH UNE A DATE' (217)428-0973 FAX(217)428-8934 <br />