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LEGAL DESCRIPTION PRELIMINARY PLATH�B'T A <br /> ENGINEER / SURVEYOR GRAND OAKS ESTATES ADDITION OWNER / DEVELOPER <br /> THE NORTH 330 FEET OF THE EAST HALF OF THE SOUTH EAST QUARTER OF THE NORTH EAST BLANK, WESSELINK. COOK AND ASSOC. GRAND OAKS ESTATES. L.L.C. <br /> QUARTER OF SECTION TWENTY-NINE (29) TOWNSHIP SIXTEEN (16) NORTH, RANGE THREE (3) 2623 <br /> 3BOX E. PERSHING ROAD <br /> 2910 <br /> EAST OF THE THIRD PRINCIPAL MERIDIAN, FIVE ACRES MORE OR LESS. DECATUR. ILLINOIS 62524-2910 AN ADDITION TO THE CITY OF DECATUR, <br /> E (2171 420-0973 <br /> NORTH '/2 OF THE EAST '/2 OF THE WEST '/2 OF THE SOUTHEAST '/4 OF THE NORTHEAST <br /> THEMACON COUNTY, ILLINOIS <br /> 1/4 OF SECTION 29, TOWNSHIP 16 NORTH, RANGE 3 EAST OF THE 3RD P.M. SITUATED 1N <br /> MACON COUNTY, ILLINOIS. EXCEPTING THEREFROM: COMMENCING AT THE N.E. CORNER OF THE PART OF THE SEV4, NEV4 OF <br /> WEST HALF (W I/2) OF THE SOUTHEAST QUARTER (SE 1/4) OF THE NORTHEAST QUARTER INE <br /> '/4) OF SECTION 29; THENCE S 00 DEGREES 00 MINUTES 00 SECONDS w (ASSUMED BEARING) SECTION 29,T16N, R3E, 3rd P.M. <br /> ALONG THE EAST LINE OF THE SAID WEST HALF (W 1/2) OF THE SOUTHEAST QUARTER (SE 1/4) <br /> OF THE NORTHEAST QUARTER (NE'/4) OF SECTION 29, 310.03 FEET TO THE POINT OF <br /> scKE,r•so <br /> BEGINNING; THENCE CONTINUING ON SAID EAST LINE S 00 DEGREES 00 MINUTES 00 SECONDS <br /> W. 20.25 FEET; THENCE CONTINUING ON SAID EAST LINE S 00 DEGREES 09 MINUTES 58 SE COR. LOT 5 SW. COR. E l <br /> SECONDS E. 328.72 FEET TO THE SOUTHEAST CORNER OF THE SAID NORTH HALF IN '/2), EAST JON ADDITION NE 1/4, NE / <br /> HALF (E '/2), WEST HALF (W '/2). OF THE SOUTHEAST QUARTER (SE '/4) OF THE NORTHEAST SEC. 29, Tl6N, R3E <br /> QUARTER INE 1/4) OF SECTION 29; THENCE S 89 DEGREES 34 MINUTES 12 SECONDS W ALONG c NE. COR. <br /> THE SOUTH LINE OF THE NORTH HALF (N'/2), EAST HALF (E '/2), WEST HALF (W '/2), OF THE � LC)T 3 TION L�� 1 SEC. 29, TI6N, R3E <br /> SOUTHEAST QUARTER ISE '/4) OF THE NORTHEAST QUARTER INE 1/4) OF SECTION 29, 68.45 Appl 1T10N FND. DISK IN VAULT <br /> FEET; THENCE A 00 DEGREES 35 MINUTES 28 SECONDS E. 350.02 FEET; THENCE S 89 LOT 5 SECOND 151 2191 ADD 350 <br /> DEGREES <br /> SURVEY DATED NOVEEMBERE8, 2005 BYEPHILOLIPHW.POINT OF 000HRAN. ILLINOISG, AS PERPROFESSIONAL SUN A601 0751 AL By 1832, PG' By_ 1832, PG, <br /> LAND SURVEYOR NO. 2458. SITUATED IN MACON COUNTY, ILLINOIS. L145.24' <br /> COR E '/9 1632+ N 89105'46" E 50' UTILITY AND INGRESS/EGRESS <br /> I/4. NE T/4 BK. 936.67'M EASEMENT TO 1L ROUTE 121 j <br /> . 19, T16N, R3E N 89°05'46" E COMMON TO LOTS 1, 2, 3, & 4 50' <br /> N 89°05'46" E 608.23' <br /> µti LL DF4� 328.44'M, 328.50'R <br /> V o 90° 219.00' <br /> �� 987.93' 0 231.50' 90° 486.17' _---- w --- --------------- <br /> *: ANd '* DATE SIGNED -`� ------------ ------- BUILDING SETBACK <br /> ROBERT M. DEAN JR. <br /> LiiNDIS ILLINOIS PROFESSIONAL I <br /> PC' LAND SURVEYOR FND. 0I. 1 PUBLICSUIILIIIESR <br /> F�ATUR \�' SW. COR. LOT 5 <br /> NO. 2951 JDN ADDITION I m I <br /> EXP. 11/2010 I ` II cr Iti n N <br /> N I w0 II �W <br /> 12' L9 oL9 z' 4 <br /> EASEMENT ACROSS LOT 3 20' EASEMENT F R LD1 <br /> FOR ACCESS TO LOT 4 I PUBLIC UTILITIE D-� 2 <br /> 3 n I n P <br /> L <br /> LOT II wZ <br /> Y <br /> 1 <br /> GENERAL NOTES: GARY E•uL.�ER Q IIS 1 15029'45" <br /> 1. ALL OF THE PROPERTY COVERED BY THIS PLAT IS SITUATED WITHIN THE SARA J. CDPG. 601 0; o IL3 ll PDB 121' <br /> CORPORATE LIMITS OF THE CITY OF DECATUR. BO BK 3098, Z.: v ~ILID (EXCEPTION) 35, I <br /> 0 <br /> 2. NO PART OF THE PROPERTY COVERED BY THIS PLAT OR SUBDIVISION IS o _______ ------------- <br /> SITUATED WITHIN 500 FEET OF ANY SURFACE DRAIN OR WATERCOURSE 17 <br /> --------------- <br /> SERVING A TRIBUTARY OF 640 ACRES OR MORE. I m 1 - --- ,I <br /> 3.PROPERTY IS ZONED P.D. PLANNED DEVELOPMENT BY CITY ORDINANCE II I 218.54' S0' ' 3. <br /> 149°43'02" 390.19' <br /> xxxx-zx DATED xxz xx, xxzx. SETBACK LINES ARE BASED ON APPROVED P.D. II <br /> S 89°04'14" W <br /> 4. THIS PROPERTY 15 LOCATED IN FLOOD ZONE "C" (AREAS OF MINIMAL FLOODING) I I 608.79'M, 608.73'C 20' EASEMENT FOR <br /> PER COMMUNITY PANEL NO. 170429 0020 C.EFFECTIVE AUGUST 1. 1979. I ul & PUBLIC UTILITIES <br /> 5. ALL STREET$ WITHIN THE SUBDIVISION ARE PRIVATE AND WILL BE MAINTAINED I I (( O I N 1°01'06" W pAAR�1N R• PERS ' <br /> 6.BASISEO�BEARINGS FOR THIS SURVEY) EAST LINE NES/, SECTION 29. 716N, R3E, 3RD P.M. I I 19.92'M, 20.25'R FREDA S. coG gDg <br /> ASSUMED BEARING N 0°49'57"W. NOTE: LEGAL DESCRIPTION IS BASED ON A DIFFERENT3� <br /> O+ ' <br /> BASIS OF BEARING. I 263.19' I I S 63.944'M'M,,89'558" W B`(, <br /> I 63.89'R <br /> AREA IN LOT 1 = 1.66 ACRES <br /> AREA IN LOT 2 = 3.61 ACRES I I <br /> AREA IN LOT 3 2.28 ACRES <br /> AREA IN LOT 4 = 1.50 ACRES i i N SE. COR. NEI/4 <br /> TOTAL AREA = 9.05 ACRESSEC. 29, T16N, R3E <br /> i I FND. I.P. <br /> I I oo rel vl <br /> APPROVAL <br /> 20' EASEMENT FOR I `^ g� �¢ <br /> I "' o�n olv REPRESENTING THE CITY OF DECATUR, WE DO HEREBY APPROVE THE FOREGOING <br /> U L1 UTILITIES I I N oo IW m PLAT OF GRAND OAKS ESTATE ADDITION,, FOR RECORDING <br /> II n Inn DATED THISDAY OF , 2010 <br /> I q <br /> o I LOQ i -- <br /> I <br /> DRAINAGE CERTIFICATE I I 26 GEe `O <br /> I ASSISTANT CITY MANAGER DEVELOPMENT SERVICES <br /> WE THE UNDERSIGNED RESPECTIVELY. AN ILLINOIS PROFESSIONAL ENGINEER AND THE OWNER 26, 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 <br /> OF SURFACE WATERS WILL NOT BE CHANGED BY THE CONSTRUCTION OF SUCH SUBDIVISION OR I LEGEND <br /> ANY PART THEREOF. OR, THAT IF SUCH SURFACE WATER DRAINAGE IS CHANGED, ADEOUATE <br /> PROVISIONS HAVE BEEN MADE FOR COLLECTION AND DIVERSION OF SURFACE WATERS INTO [it <br /> BUILDING SETBACK _---_PUBLIC AREA OR DRAINSWHICH THE SUBDIVIDER OR SUBDIVIDERS HAVE A RIGHT TO USE. ANO ----- J D BRASS PLATE 1N VAULT <br /> SUCH WATERS WILL NOT BE DEPOSITED ON PROPERTY OF ADJOINING LAND OWNERS IN SUCH O IRON PIN FOUND RpUr,J FOR DIRE THE R C17YOF POFF DECAUBLIC TUR <br /> S <br /> CONCENTRATIONS AS MAY CAUSE DAMAGE TO ADJOINING PROPERTY BECAUSE OF CONSTRUCTION �� <br /> OF THE SUBDIVISION. 26, S 88°46'53" W 68.31'M • IRON PIN SET <br /> 260.42'M, 260.65, 68.45'R <br /> I------�----- ---T------i---... <br /> 328.73'M a HEDGE POST FOUND ALD DRIVE <br /> 329.10'R � STONE FOUND <br /> HARRY M. COOK OWNER M MEASURED DIMENSION GRAND OAKS ESTATES ADDITION <br /> ILLINOIS PROFESSIONAL ENGINEER DALE SG`.{DERM AN _,x <br /> scale <br /> NO.062-30033 R RECORDED DIMENSION PART OF THE SE 1/4 NE 1/4 AND 1•-50• <br /> �(, SECTION 29 Y16N, <br /> SANDRA 0 pG. 63 C CALCULATED DIMENSION MLO R3E,3rd b.M. <br /> p'C M:COOT BY`• 1�5 UTILITY EASEMENT _ N .-E 4-10 430-0803 <br /> _ GRAND OAKS ESTATES, L.L.C. <br /> BUILDING SETBACK -"F 4-IB FORSO TMAR110N 62535 05/06/10 <br /> Z�• 300]] '•P .:flMD : <br /> L. <br /> -1 <br /> ' REGISTERED ------- 517E <br /> •PROFESSIO+ . LO-ATION <br /> ENGHEER NOT TO -z_vEO <br /> OF <br /> /<C INO1+ LFIiZGERALG R0. SCALE cnl° 1=111=11BLANK,WESSELINK.CODK <br /> ` <br /> PH' P RSS OC IAT ES.IN C. S OF Z <br /> w.: G Ni TS FWAWFRS <br />