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E <br /> 3 C LI <br /> _ 1 23t <br /> LO A NE A <br /> DTA5183 <br /> gK. B <br /> N�89.05' " E <br /> 4 I ° <br /> 0 �36.67'10 <br /> - 04 - I / ® N 89°0 0 ----------- A —I <br /> o / N 8 ; w <br /> + 328. 4'M, 328.50'R <br /> W_ <br /> w �--r—_ � r-••r— <br /> I <br /> X25 00 <br /> O+dO <br /> ' I � <br /> I <br /> I <br /> I\ iij <br /> O <br /> PARKING <br /> AI <br /> 1 ! I� I I �� <br /> -------- \\ A I j e <br /> I I I I .�_ <br /> I <br /> AI I (9) c\, / / t m <br /> A I FF 8720 i M/ v o a v e v , <br /> PROPO O 3 STORY.100 I UNI T SUPPO NE LIVING FACILITY <br /> ------ <br /> COUIARD I 1 (82,000 S.F.) <br /> FF 67550 1 A I <br /> p I I <br /> GARY Co&TER m I -- / I I FuruRE PROPOSED MEDICAL <br /> 1v / I ."ADDITION OFFICE SI DING 1 <br /> SARA P G, 6 01 Q. I PROPOSED MEMORY UNIT PHASE 7 $ <br /> --67-2----- i I / I I (F 0005 Fo) ( i <br /> 1 STORY,fF .00 / / lb„ S� <br /> 8, � ( I <br /> BOOK 3098, <br /> 9 <br /> \ I w 8 8" w 8" _w I 8" <br /> t 1 I ! COUIMARU —1� w�8" -- ----------� <br /> w <br /> _____ �— --�--- <br /> 1 1 1 1 \ D I I `\ ----- ' -� -- ./ 390 .60 I <br /> v I \ III I <br /> A <br /> °04'14" W A <br /> \VV\\ I , ! 608 M, 608.73'C <br /> LEGEND ' I I F MEMORr cnaE l7NIT PHASE z F J g ANK <br /> i✓ EXISTING FIRE HYDRANT F—_1 \\- _ I / N 1°01'06" W oRY POINT No• 0Y <br /> W PROPOSED FIRE HYDRANT 11 it 1 I`��—j ' SSro 1—r � ' I 17 I 19.92'M, 20.25'R NIO UST TRUST T9B <br /> TR 0, PG° EX. SANITARY <br /> 1 I I <br /> C�' EXISTING CATCHBASIN ! it 1 j I ----- I I � S 89°53'58" W gK• 405 MANHOL <br /> ..............�, I <br /> CB0 PROPOSED CATCHBASIN263.19' / I \ 63.94'M, 63.89'R <br /> 0 EXISTING MANHOLE <br /> ! <br /> PROPOS <br /> p ED MANHOLE c O <br /> � EXISTING POWER POLE _ <br /> I <br /> IIII / i w -.. - ---- <br /> 07 E%IST. UTILITY SPLICE BOX ABOVE GROUN i I// e I! I ill M I !, ALDI DRPV- --- <br /> 0 EXISTING WATER VALVE / II III iillll/ i O _ <br /> — EXISTING GUY ANCHOR <br /> EXISTING STORM INLET / I I III = ;' NT10N' 11 I I�I 11 / In- 0 a i' L ,..,,.. 40 0 40' 80' <br /> PROPOSED STO ATER <br /> PROPOSED STORM INLET i III DETE /AREA II II111 Y / M CJ \� <br /> -------•••-••• ---- EXISTING PAVEMENT STRIPE11� <br /> - EXISTING FENCE LINE 1111' <br /> ------------ EXISTING TREE LINE N lli <br /> n EXISTING LIGHT POST I Ills l) TOP ,OF BERM / "1111 1111 1 i l <br /> EXISTING SIGN 1 ELEw. = 670.5 / �� /I i I;' 1 8" DDAM�. <br /> I!!1 s / ' ORIF C A ION II I <br /> PROPERTY LINE / \ '-- —�''—� %� 1 / 1 <br /> ---A— EXISTING AERIAL LINE i, \ --- —_563== � 10' 'k 2 PRAP OUTFALL <br /> - <br /> ---- — <br /> — <br /> j --`W�— EXISTING WATER LINE ____ __ <br /> W— PROPOSED WATER LINE E <br /> REV.NO. DESCRIPTION BY DATE APPROVED <br /> —Y —� EXISTING SANITARY SEWER S 88'46'53" W i PLANNED DEVELOPMENT SITE PLAN <br /> PROPOSED 8" SANITARY SEWER 260.42'M, 260.65' ' 1 '-� DESIGN BWC 'SCALE <br /> 328.73' j PI STA. = 26+38.36 <br /> o-- EXISTING STORM SEWER -.11 � DATE 04/X1 GRAND OAKS ESTATES r' = ao' <br /> 329.1 A = 3° 13' 31" (RT) a,A, SWC PROJECT Na <br /> ---�� PROPOSED STORM SEWER % /�/ I D = 30" 38' 22" f DATE 2225 SOUTH MT. ZION ROAD 430-0803 <br /> �\�.�(1, R = 187.00' R DECATUR, IL 62521 DATE <br /> EXISTING BUILDING T = 5.26' I I CIBC /11 <br /> PROPOSED BUILDING R LOUR ASpH • 1 / I L _ 10.53' DATE ®BLANK,W ESSELINK,COOK <br /> OS/11/11 <br /> 670--- EXISTING CONTOUR j j INI gK, 41059 f G/ I I I E _ 0.07 q I DATE APPR <br /> BS & ASS 0 C IA T E S.IN C. <br /> P E CTA - '>P�� 10 / I ARCHITECTS ENG>*ERs PD-1A <br /> --6T0-- PROPOSED CONTOUR � 2623 EAST PERSHING ROAD DECATUR,IL 62524 <br /> MATCH UNE A DATE (217)428-0973 FAX(217)428-8934 <br /> I <br />