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y LEGAL DESCRIPTION
<br /> PRELIMINARY PLAT
<br /> THE NORTH 330 FEET OF THE EAST HALF OF THE SOUTH EAST QUARTER OF THE NORTH EAST BLAA�ECESSELINK.COOK AND ASSOC. GRAND OAKS ESTATES ADDITION GRAND OAKSVESTATES.L.L.C.
<br /> QUARTER OF SECTION TWENTY-NINE (29) TOWNSHIP SIXTEEN (16) NORTH. RANGE THREE (3) 2623 E.PERSHING ROAD
<br /> EAST OF THE THIRD PRINCIPAL MERIDIAN, FIVE ACRES MORE OR LESS. P.O.BBOXX.291ONOIS 62524-2910 AN ADDITION TO THE CITY OF DECATUR,
<br /> AND: (21 i)428-0973 MACON COUNTY, ILLINOIS
<br /> THE NORTH %2 OF THE EAST %2 OF THE WEST %2 OF THE SOUTHEAST 1/4 OF THE NORTHEAST
<br /> P.M. SITUATED IN
<br /> MACON COUNTOF SECTIOY, ILLINO2 . IISSEXCEPTING THEREFROM:COMMENCING ATNHIP 16 NORTH, RANGE EAST OF THER HE N.E. CORNER OF THE PART OF THE SEV4, NEV4 OF
<br /> WEST HALF (W %2) OF THE SOUTHEAST QUARTER (SE 1/4) OF THE NORTHEAST QUARTER (NE
<br /> 1/4) OF SECTION 291 THENCE S 00 DEGREES 00 MINUTES 00 SECONDS W (ASSUMED BEARING) SECTION 29,T16N,RX,3rd P.M.
<br /> ALONG THE EAST LINE OF THE SAID WEST HALF (W I/2) OF THE SOUTHEAST QUARTER ISE 1/4) TTTTT!� so
<br /> OF THE NORTHEAST QUARTER (NE1/4) OF SECTION 29, 310.03 FEET TO THE POINT OF '0 SCALu ,,1SW 100
<br /> BEGINNING; THENCE CONTINUING ON SAID EAST LINE S 00 DEGREES 00 MINUTES 00 SECONDS
<br /> W.
<br /> 20.25 FEET; THENCE CONTINUING ON SAID EAST LINE S 00 DEGREES 09 MINUTES 58 1
<br /> SECONDS E. 328.72 FEET TO THE SOUTHEAST CORNER OF THE SAID NORTH HALF IN 1/2), EAST SE COR. LOT 5 SW. COR. E l
<br /> HALF (E %2), WEST HALF (W %2), OF THE SOUTHEAST QUARTER (SE 1/4) OF THE NORTHEAST JON ADDITION NE 1/4. NE /,
<br /> QUARTER (NE 1/4) OF SECTION 29; THENCE S 89 DEGREES 34 MINUTES 12 SECONDS W ALONG SEC. 29. Tl6N, R3E
<br /> THE SOUTH LINE OF THE NORTH HALF (N%2), EAST HALF (E %2), WEST HALF (W %2), OF THE o NE. COR.
<br /> SOUTHEAST QUARTER (SE I/4) OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION 29, 68.45 LOT 3 TION LOT 1 SEC. 29, TI6N, UL
<br /> FEET; THENCE N 00 DEGREES 35 MINUTES 28 SECONDS E. 350.02 FEETI THENCE S 89 T 5 ND ADDI ADDITION FND. DISK IN VAULT
<br /> DEGREES 31 MINUTES 41 SECONDS E, 63.89 FEET TO THE POINT OF BEGINNING, AS PER JDNLO 710751 Lpl 51832, PG, TSI ALDI G. 350 1 1 1
<br /> PLAT OF SURVEY DATED NOVEMBER 8. 2005 BY PHILLIP W. COCHRAN. ILLINOIS PROFESSIONAL ADDI A gK• gK• 1g32, P
<br /> LAND SURVEYOR NO. 2458. SITUATED IN MACON COUNTY. ILLINOIS. NW COR E I/ 1832, PG* N 89°05'46" E 50' UTILITY AND INGRESS/EGRESS I I y
<br /> SW 1/4, NE tITION
<br /> gK' 936.67'M EASEMENT TO IL ROUTE 121
<br /> SEC. 19, T16N 89°05'46" E COMMON TO LOTS 1. 2. 3. & 4
<br /> L qE,. N 89°05'46" E 608.23' 50' S'
<br /> �R�• 328.44'0, 328.50'R 486.17' 0 90° 219.00'
<br /> * �'* DATE SIGNED 145.24' 9 ' 231.50' 9p°
<br /> --------------i
<br /> _ ———————— —————— ———
<br /> Ypx ------------ ----------------------
<br /> A) ROBERT M. DEAN JR. BUILDING SETBACK
<br /> LORDS.. ILLINOIS PROFESSIONAL FNI
<br /> I PUBLIC UTILITIES
<br /> ��A TUR.�v LAND SURVEYOR SW20' EASEM( T FOR
<br /> N0. 2951 JOr
<br /> EXP. 11/2010 c
<br /> N II O 1^ n
<br /> I I WO I W
<br /> II I I II 8cz
<br /> 0 HW
<br /> 40' INGR /
<br /> ASEMENT ACROSS LOT 3 20' EASEMENT FOR v�S LDT 1 I Nam ZI^
<br /> FOR ACCESS TO LOT 4 I PUBLIC UTILITIE 2
<br /> I LOT 3 LOT
<br /> J O
<br /> (V I ly I I I WZ
<br /> I
<br /> I 1
<br /> sC5 Im 125'
<br /> GENERAL NOTES: GARY E. M�
<br /> pOULTER - Q I1� 1so°29'4s" II
<br /> 1. ALL OF THE PROPERTY COVERED BY THIS PLAT IS SITUATED WITHIN THE A J• 601
<br /> CORPORATE LIMITS OF THE CITY OF DECATUR. 5 AR g8, P G' O v v I� EXC EPTION)
<br /> 2.NO PART OF THE PROPERTY COVERED BY THIS PLAT OR SUBDIVISION IS gpOK 30 Z 3s•
<br /> SITUATED WITHIN 500 FEET OF ANY SURFACE DRAIN OR WATERCOURSE IIS ___ —— ————————————— ••------JJJJI
<br /> SERVING A TRIBUTARY OF 640 ACRES OR MORE. Ia] I L 1
<br /> 3.PROPERTY IS ZONED P.D. PLANNED DEVELOPMENT BY CITY ORDINANCE I 1 218.54' 50'
<br /> xxxx-xx DATED xxx xx, xxxx.SETBACK LINES ARE BASED ON APPROVED P.D. 149°43'02" 390.19'
<br /> 1 I S 89°04'14" W
<br /> 4. THIS PROPERTY IS LOCATED IN FLOOD ZONE "C"(AREAS OF MINIMAL FLOODING) I 608.79'M. 608.73'C 20' EASEMENT FOR
<br /> PER COMMUNITY PANEL NO. 170429 0020 C. EFFECTIVE AUGUST 1. 1979. I
<br /> I II o R & PUBLIC UTILITIES
<br /> 5. ALL STREETS WITHIN THE SUBDIVISION ARE PRIVATE AND WILL BE MAINTAINED I I N 1°01'06" w MAR RS
<br /> BY THE OWNER. I O ]9,92'0• 20.25'R VIN�ONYE
<br /> 6.BASIS OF BEARINGS FOR THIS SURVEY: EAST LINE NES/4 SECTION 29. T16N• R3E. 3RD P.M. I I F RED A S. PG 909
<br /> ASSUMED
<br /> BEARING. 263.19'
<br /> 0°49'57"W. NOTE: LEGAL DESCRIPTION IS BASED ON A DIFFERENT I 1 I $ 89°53'58" W gK' 3770,
<br /> 263.19' 63.94'0. 68" W
<br /> AREA IN LOT 1 c 1.66 ACRES I I
<br /> AREA IN LOT 2 = 3.61 ACRES
<br /> AREA IN LOT 3 2.28 ACRES 1
<br /> AREA IN LOT 4 = 1.50 ACRES I1 1 SE. COR. NEI/4
<br /> TOTAL AREA 9.05 ACRES I 1 w 00 I SEC FND. j p:T16N, R3E
<br /> I _
<br /> APPROVAL
<br /> 20' EASEMENT FOR 1 I o n oN
<br /> U L C UTILITIES I O ap r REPRESENTING THE CITY OF DECATUR•WE 00 HEREBY APPROVE THE FOREGOING
<br /> 1 an o IC9 m PLAT OF GRAND OAKS ESTATE ADDITION,FOR RECORDING
<br /> n IrNi�N': DATED THIS DAY OF 2010
<br /> o II LOT 4
<br /> N I
<br /> I
<br /> DRAINAGE CERTIFICATE N I 26 GF,Q�,ON
<br /> ASSISTANT CITY MANAGER DEVELOPMENT SERVICES
<br /> WE THE UNDERSIGNED RESPECTIVELY, AN ILLINOIS PROFESSIONAL ENGINEER AND THE OWNER 26, 1 I I FOR THE CITY OF DECATUR
<br /> OR OWNERS OF THE LAND SUBDIVIDED HEREIN OR THE DULY AUTHORIZED ATTORNEY OF SUCH
<br /> OWNER OR OWNERS.CERTIFY THAT TO THE BEST OF OUR KNOWLEDGE AND BELIEF THE DRAINAGE I —
<br /> Ell BRASS PLATE IN VAULT
<br /> OF SURFACE WATERS WILL NOT BE CHANGED BY THE CONSTRUCTION OF SUCH SUBDIVISION OR 1 EGENf1
<br /> I
<br /> ANY PART THEREOF,OR, THAT IF SUCH SURFACE WATER DRAINAGE IS CHANGED. ADEQUATE I
<br /> PROVISIONS HAVE BEEN MADE FOR COLLECTION AND DIVERSION OF SURFACE WATERS INTO BUILDING_S_ET_BACK
<br /> PUBLIC AREA OR DRAINS WHICH THE SUBDIVIDER OR SUBDIVIDERS HAVE A RIGHT TO USE, AND L—————
<br /> SUCH WATERS WILL NOT BE DEPOSITED ON PROPERTY OF ADJOINING LAND OWNERS IN SUCH DIRECTOR OF PUBLIC WORKS
<br /> O IRON PIN FOUND R FOR THE CITY OF DECATUR
<br /> CONCENTRATIONS AS MAY CAUSE DAMAGE TO ADJOINING PROPERTY BECAUSE OF CONSTRUCTION TE
<br /> OF THE SUBDIVISION.
<br /> 26' S 88°46'53" W 68.310 • IRON PIN SET
<br /> 260.42'M, 260.65'R 68.45'R
<br /> 328.73'0
<br /> O HEDGE POST FOUND ALDI DRIVE
<br /> PEv.�� i%$CRS't:v^a 6Y MTE RI'Ff+�vCO
<br /> 329.10'R � STONE FOUND
<br /> HARRY M. COOK OWNER GRAND OAKS ESTATES ADDITION
<br /> ILLINOIS PROFESSIONAL ENGINEER E F & N M MEASURED DIMENSION
<br /> NO.062-30033 p AL M A - �5;,„ i ua�e
<br /> HOER R RECORDED DIMENSION PART OF THE SE 1/4 NE / AND
<br /> A%L co, SA gDRA1150, PG. 63 C CALCULATED DIMENSION — ate' MLO
<br /> SECTION 29{�.M. r=5e
<br /> R3E,3rd Y.I4. e.;wacEs ro.
<br /> g� • 803
<br /> ��•,, UTILITY EASEMENT _ N ^are 4-10 GRAND OAKS ESTATES, L.L.C. 4ae-E
<br /> r BUILDING SETBACK SITE E `sem 330 MARION AVE. 05ie6i1e
<br /> 1E4757EIE0 ——————— J
<br /> PROFESSIONX
<br /> TE +-le FORSYTH, I L. 62535
<br /> ENGINEER LOCATION
<br /> OFNOT TO ��st,xe� ennWle,,no.
<br /> <<In0\S• E.FITZGERALD RD. SCALE ra.;
<br /> ®BLANK.WESSELINK.000K
<br /> i=hT & A S S 0 C IA 7 E S.IN C. I OF 2
<br /> a=..
<br /> -;ase ARCHI7EC75 ENGINEERS
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