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EXHIBIT A
<br /> CURRENT ZONING: LOT 3ADDIT ION L- - LOT 1 T ION I j o
<br /> I. R-I (SINGLE FAMILY RESIDENCE DISTRICT). 5 D 3 O.
<br /> (CITY OF DECATUR) LOT N , ALD) CON PG° 751 I ALD) Z�DPG° 350
<br /> (A) BUILDING SETBACKS.
<br /> 30ACK5. O' JDN 0017
<br /> DPG oBK° 18329 183 FROM PROPERTY
<br /> SIDE: 10',(20' IF AGGREGATE) 0 BK. 5' SIGN SETBACK
<br /> BACK: 20' O+ 1832, I N 89°05'46" E t. LINE SIGN (TYPE 1l
<br /> (81 MAXIMUM BUILDING HEIGHT IS 35'. p BK° 93 6.6 7'M
<br /> N MAX�20Q_$Q�L -J b
<br /> 2. R-1 (SINGLE FAMILY RESIDENTIAU, O N 89°05'46" E I. N 8608.2 ' E ® �' HEIGHT .
<br /> (MACON COUNTY) } 328.44'M, 328.50'R .yWY 608.23' w B Wr---- -7 q+ ,n e" w
<br /> (A) BUILDING SETBACKS. to 7--- w >F� 3--3- -r---r-->-��6.}17_ 4- --r--D-r-r-�-� r-r-X-r->$r--�--- �y--r---r--r---
<br /> FRONT: 35' (50' IF ADJOINING RESIDENTIAL) 231.50' o
<br /> SIDE: 10'
<br /> BACK; 0' d --- M
<br /> (B) MAXIMUM BUILDING HEIGHT 15 35'. I L - _ E-_ 3 _ _ - L - - - ��°:'-"- -� 19 I 7 I
<br /> PROPOSED ZONING PD -�- SIGN --� IGN (TYPE 2) z j
<br /> SETBACKS AS SHOWN I (7IYP I T I T I II
<br /> MAXIMUM BUILDING HEIGHT 40' F691
<br /> w 1 24, (TYPEN 2) •1.24PARKING (SECTION XXIV, Cl nl n) (e) m6 DIRECTIONAL SIGN i3(3)(1) FINANCIAL INSTITUTION 60' 20' ci+}�i (4) (s) 0 q
<br /> 1 SPACE/250 SO. FT. (2° 24' m 1v I LLI OII ;
<br /> 5 SPACE DRIVE THRU STORAGE I 24 a 2 55' A 1 ' S5 • 20 16 I OOII
<br /> (2)(q) SUPPORTIVE LIVING FACILITY I Y 0 3 Y' lel 9 V
<br /> I SPACE/4 BEDS (100 BEDS) I o
<br /> 1 16' o 0,)I
<br /> 1 SPACE/2 EMPLOYEES (18 EMPLOYEES) I DROP-OFF
<br /> MEMORY CARE PARKING Oi (O7 I L/)
<br /> Q
<br /> (21(q) MEMORY CARE UNIT I (26 SPACES) I N 5 cli C
<br /> I SPACE/4 BEDS (30 BEDS) 1. (Rl rn
<br /> I SPACE/2 EMPLOYEES (15 EMPLOYEES) I DROP-OFF w I (�7 �K T I I M
<br /> J,
<br /> IF cn° 5 5000 S.F. I 3
<br /> LOADING SPACE 1/10,000 SO FT OF FLOOR AREA I FF5T5.D
<br /> PROPOSED 35TORY,100 UNIT DUMPS TER �SSMNT FF 886.00
<br /> WALK D00 SUPPORTNELNINGFACILrtI' 6'-O" HIGH
<br /> SPACES REQUIRED 72 I A (TYP.I (82.000 S.F.) MASONRY WALL 16•
<br /> _ ,:,,,° TO MATCH BLDG.
<br /> 90 SPACES PROVIDED INCLUDING 7 HANDICAP SPACES I (TYP.7 - I �,� •'
<br /> 3 N PROPOSED 1 STORY DRIVE THRU a
<br /> Ln I MEMORY CARE FACILITY tv © I N
<br /> N� I (25,000 S.F.) PAMp D ATMA„ I ..•
<br /> GARY E° &
<br /> SARA J° CpULTE601 0 a i I 5'
<br /> oQ v
<br /> BOOK 3p989 PkA
<br /> G° ,
<br /> C;
<br /> Pi
<br /> I C7 ;
<br /> --------------- -- -------------------------------------
<br /> 3. FINISH FLOOR ELEVATIONS ARE APPROXIMATE I 23 I 6' ---- - 252, 25' 60' 150' 175'
<br /> AND SUBJECT TO REFINEMENT DURING FINAL 5 176'-4" _ W�� 8.. I '
<br /> DESIGN. I w e -�w�-� e r 218.54'
<br /> I w--�e.,^ J W r J B., w
<br /> 390,19' ;
<br /> WALK DOD S 89°04'14" W
<br /> LEGEND
<br /> (TYP.) 608.79'M, 608.73'C
<br /> I J '
<br /> �S EXISTING FIRE HYDRANT I N 1°01'06" w MARGIN R° ERS
<br /> Y PROPOSED FIRE HYDRANT I I 19.92'M, 20.25'R A 5, CON 9 1 '
<br /> CB0 EXISTING CA7CHBASIN v F RED3T T O, P(,, 9 0
<br /> .�
<br /> CBOPROPOSED89°53'58" W PROPOSED CATCHBASIN I 263.19' 63.94'M, 63.89'R
<br /> ® EXISTING MANHOLE I '
<br /> LEGAL DESCRIPTION
<br /> TRACT I
<br /> E) PROPOSED MANHOLE I THE NORTH 330 FEET OF THE EAST HALF OF THE SOUTH EAST QUARTER OF THE NORTH EAST QUARTER OF SECTION
<br /> i I I TWENTY-NINE (29) TOWNSHIP SIXTEEN (16) NORTH, RANGE THREE (3) EAST OF THE THIRD PRINCIPAL MERIDIAN, FIVE 40' 0 40' 80'
<br /> -a EXISTING POWER POLE I I� I ACRES MORE OR LESS.
<br /> ® EXIST. UTILITY SPLICE BOX ABOVE GROUND I I I Lu O TRACT 2
<br /> I I THE NORTH 1/2 OF THE EAST 1/2 OF THE WEST I/2 OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 29,
<br /> EXISTING WATER VALVE I o - In TOWNSHIP 16 NORTH, RANGE 3 EAST OF THE 3RD P.M. SITUATED IN MACON COUNTY, ILLINOIS. EXCEPTING THEREFROM:
<br /> jj 0 r FT COMMENCING AT THE N.E. CORNER OF THE WEST HALF (W 1/2I OF THE SOUTHEAST QUARTER (SE i/4l OF THE NORTHEAST
<br /> - EXISTING GUY ANCHOR I p i- I QUARTER (NE 1/4) OF SECTION 29; THENCE S 00 DEGREES 00 MINUTES 00 SECONDS W (ASSUMED BEARING) ALONG THE
<br /> EAST LINE OF THE SAID WEST HALF (W 1/2) OF THE SOUTHEAST QUARTER (SE 1/4) OF THE NORTHEAST QUARTER (NEI/4) OF R r
<br /> EXISTING STORM INLET j I N o uT 0 iv SECTION 29, 310.03 FEET TO THE POINT OF BEGINNING: THENCE CONTINUING ON SAID EAST LINE S 00 DEGREES 00
<br /> I O IGO r MINUTES 00 SECONDS W, 20.25 FEET; THENCE CONTINUING ON SAID EAST LINE S 00 DEGREES 09 MINUTES 58 SECONDS
<br /> I
<br /> - PROPOSED STORM INLET I PROPOSED STORMWATER �� N o w 06E, 328.72 FEET TO THE SOUTHEAST CORNER OF THE SAID NORTH HALF IN 1 /p), EAST HALF (E 1/z), WEST HALF (W 1/2), OF ALD)DRIVE
<br /> DETENTION AREA
<br /> I Ln I N N THE SOUTHEAST QUARTER (SE 1/4) OF THE NORTHEAST QUARTER (NE /4) OF SECTION 29; THENCE S 89 DEGREES 34
<br /> EXISTING PAVEMENT STRIPE I , MT I"TE''T MINUTES 12 SECONDS W ALONG THE SOUTH LINE OF THE NORTH HALF (N'/,I, EAST HALF (E 1/2). WEST HALF (W 1/2), OF
<br /> p I 11 THE SOUTHEAST QUARTER (SE 1/4) OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION 29, 68.45 FEET; THENCE N 00
<br /> - -• EXISTING FENCE LINE o I I I DEGREES 35 MINUTES 28 SECONDS E. 350.02 FEET: THENCE S 89 DEGREES 31 MINUTES 41 SECONDS E, 63.89 FEET TO _
<br /> II I THE POINT OF BEGINNING, AS PER PLAT OF SURVEY DATED NOVEMBER B. 2005 BY PHILLIP W. COCHRAN, ILLINOIS
<br /> �•• -� EXISTING TREE LINE Ln I " I I PROFESSIONAL LAND SURVEYOR NO. 2458. SITUATED IN MACON COUNTY, ILLINOIS.
<br /> Z(
<br /> N
<br /> EXISTING LIGHT POST N
<br /> EXISTING SIGN
<br /> PROPERTY LINE I I INDEX OF SHEETS SITE
<br /> LOCATION
<br /> A- EXISTING AERIAL LINE I �� � , ( NOT TO
<br /> PD-1 PLANNED DEVELOPMENT SITE PLAN E.FITZGERALD RD. SCALE
<br /> '�__________________.� I PD-IA PLANNED DEVELOPMENT SITE PLAN
<br /> w- EXISTING WATER LINE I THIS PROPERTY IS LOCATED IN FLOOD ZONE "C" PD-2 LANDSCAPING PLAN
<br /> -----____ (AREAS OF MINIMAL FLOODING) PER ILLINOIS PD-3 LIGHTING PLAN
<br /> REV.N0. DESCRIPTION 8T GATE APPROVED
<br /> w�-- PROPOSED WATER LINE --- COMMUNITY PANEL N0. 170429 0015 C EFFECTIVE
<br /> EXISTING SANITARY SEWER
<br /> W
<br /> AUGUST 1, 1979. PLANNED DEVELOPMENT SITE PLAN
<br /> S 88°46'53"
<br /> ->-->-�Y- PROPOSED 8" SANITARY SEWER 260.42'M, 260.65'R DEslcn exE SCALE
<br /> EXISTING STORM SEWER 328.73'M DATE 04/10o GRAND OAKS ESTATES 1" = E
<br /> -��
<br /> 329.10'R o n
<br /> -+--�- PROPOSED STORM SEWER �� Z/N
<br /> DRAWN SVC PROJECT N0.
<br /> FOR UNDERGROUND UTILITY 2225 SOUTH MT. ZION ROAD 430-0803
<br /> LOCATIONS CALL yp. °mss DATE DECATUR, IL 62521
<br /> EXISTING BUILDING r F° Qx N J.U.L.I.E. TOLL FREE g° CHARLES � CHECKED DATE
<br /> DALL H RMA 1-800-892-0123 IT W. E DATE 06/18/10
<br /> UE GUTHRIE.JR. • ° BLANK,WE SSELINK,000K
<br /> PROPOSED BUILDING 5 C BEF ORE STARTING 062-050644
<br /> R A K° 63 9 APPROVED . $ A 5 5 0 C I A T E E.I N C.
<br /> EXISTING CONTOUR SAND TSp PG. V CONSTRUCTION @�"o E� CHARLES W. GUTHRIE. JR.. P.E. DATE
<br /> • ARC.HiTECTS E1du)NEERS
<br /> - 670- PROPOSED CONTOUR BK° �'tiDFw5�5'A EXP, 11/30/11 �aP T 2 523(zn)4287 0973 PERSHING
<br /> FAXR(21D7)428C 93i 1L 52s24 PD-1
<br /> DATE
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