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Ordinance 2003-47 200400014774 a Filed for Record in KENDALL COUNTYr ILLINOIS STATE OF ILLINOIS ) PAUL ANDERSON 014 At f�2�46 a n. 06-02-20 ) ss ORDINANCE 38.00 COUNTY OF KENDALL ) ORDINANCE NO. 2003-%A—) ORDINANCE ANNEXING PROPERTIES TO AND ZONING REAL PROPERTY OF MENARD,INC.,A WISCONSIN CORPORATION, PURSUANT TO ANNEXATION AND PLANNED UNIT DEVELOPMENT AGREEMENT THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS DV D AtP-4C M &A bow S WHEREAS,MENARD,INC.,a Wisconsin Corporation,as Developer,and as record owner in fee simple of a tract of land contiguous to THE UNITED CITY OF YORKVILLE,have heretofore submitted a Petition for Annexation of said property; and WHEREAS, the development and annexation of said land have been considered by THE UNITED CITY OF YORKVILLE; and WHEREAS, THE UNITED CITY OF YORKVILLE deems it to be in its best interests to annex the said land described in said Petition for Annexation to THE UNITED CITY OF YORKVILLE; and WHEREAS, the Petitioner is the Owner of Record of said property and no other electors reside thereon; and WHEREAS, said property is not within any other municipality; and WHEREAS, said Petition is under oath requesting the annexation of said property to THE UNITED CITY OF YORKVILLE, Kendall County, Illinois and in all respects is presented in accordance with the provisions of Section 7-1-8 of the Illinois Municipal Code,being 65 ILCS 5/11- 15.1-1 (2002) et. seq. WHEREAS, said property is contiguous to THE UNITED CITY OF YORKVILLE and not within the corporate limits of any municipality; and WHEREAS,the statutes provide that upon affirmative vote of a majority of the City Council, contiguous property can be annexed to THE UNITED CITY OF YORKVILLE, Kendall County, Illinois. BE IT ORDAINED by the City Council of THE UNITED CITY OF YORKVILLE,Kendall County, Illinois: Section 1: That the property legally described as follows be and the same is hereby annexed to THE UNITED CITY OF YORKVILLE, Kendall County,Illinois: See Attached Legal Description incorporated herein by reference (Exhibit"A-1") Section 2: That the City Limits of THE UNITED CITY OF YORKVILLE be, and they are hereby,extended to include the territory hereby annexed to THE UNITED CITY OF YORKVILLE, Kendall County, Illinois. Section 3: That the City Clerk of THE UNITED CITY OF YORKVILLE be,and is hereby, authorized and directed to record with the Recorder of Deeds of Kendall County,Illinois,a certified copy of this Ordinance,together with an accurate map of the territory annexed,which map shall be certified as to its correctness. 2 Section 4: That the property described in Exhibit"A-1"and as depicted in the Annexation Plat which is incorporated herein as Exhibit "A-2" and the property previously annexed which is depicted in the attached Exhibit `B" (Zoning Plat) incorporated herein by reference is hereby annexed and zoned as follows: R-2 One Family Residence District which is legally described in the attached Exhibit "C-1", and R-4 General Residence District which is legally described in the attached Exhibit"C-2". Section 5: That all Ordinances or portion of Ordinances in conflict herewith be,and they are hereby repealed insofar as such conflict exists. Section 6: That this Ordinance shall take effect and be in full force and effect upon and after its final passage and signing by the mayor and the recording by the Recorder of Deeds of Kendall County, Illinois, as herein provided, thisday of ��I� , 2003. WANDA OHARE v JOSEPH BESCO VALERIE BURD PAUL JAMES LARRY KOT V} MARTY MUNNS ROSE SPEARS RICHARD STICKA APPROVED by Ime,as Mayor of the United City of Yorkville,Kendall County,Illinois,this day of Q �-k A.D. 20D . MAY R 3 PASSED by the City Council of the United City of Yorkville,Kendall County,Illinois this day of v�� , A.D. 20 . Atte CITIACLhRK Prepared by&Return to: Law Offices of Daniel J. Kramer 1107A S. Bridge St. Yorkville, IL 60560 630.553.9500 4 EXHIBIT LIST Exhibit"A-1" - Annexation legal description Exhibit"A-2" - Annexation Plat Exhibit`B" - Zoning Plat Exhibit"C-1" - R-2 One Family Residence District legal description Exhibit"C-2" - R-4 General Residence District legal description 5 EXHIBIT A_1 ANNEXATION AND ZONING PARCEL THAT PART OF THE EAST HALF OF SECTION 21 AND PART OF THE WEST HALF OF SECTION 22, TOWNSHIP 37 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT AN EXISTING IRON PIPE STAKE SAID TO BE OVER THE ORIGINAL LOCATION OF A STONE IN THE CENTER OF THE ORIGINAL BRISTOL AND OSWEGO ROAD, PREVIOUSLY DESCRIBED AS BEING 23.05 CHAINS WEST AND NORTH 35 DEGREES 30 MINUTES 00 SECONDS WEST 11.02 CHAINS FROM THE SOUTHEAST CORNER OF SAID SECTION 22; THENCE NORTHWESTERLY ALONG A LINE FORMING AN ANGLE OF 93 DEGREES 23 MINUTES 07 SECONDS WITH THE CENTER LINE OF U.S. ROUTE 34, MEASURED FROM THE NORTHEAST TO NORTHWEST, 2054.60 FEET; THENCE SOUTHWESTERLY ALONG A LINE FORMING AN ANGLE OF 87 DEGREES 07 MINUTES 00 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM, 825.40 FEET; THENCE NORTHWESTERLY ALONG A LINE FORMING AN ANGLE OF 269 DEGREES 46 MINUTES 00 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM, 508.20 FEET FOR THE POINT OF BEGINNING; THIS LINE HEREINAFTER REFERRED TO AS "LINE A"; THENCE SOUTHWESTERLY ALONG A LINE FORMING AN ANGLE OF 91 DEGREES 07 MINUTES 35 SECONDS WITH THE LAST DESCRIBED COURSE,MEASURED CLOCKWISE THEREFROM, 2657.62 FEET; THENCE NORTH ALONG A LINE FORMING AN ANGLE OF 53 DEGREES 07 MINUTES 29 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTER-CLOCKWISE THEREFROM, 2004.69 FEET TO A POINT IN THE CENTER LINE OF KENNEDY ROAD; THENCE EASTERLY ALONG SAID CENTER LINE, WHICH FORMS AN ANGLE OF 96 DEGREES 22 MINUTES 42 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 174.48 FEET; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, BEING ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 518.48 FEET, 197.57 FEET; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, TANGENT TO THE LAST DESCRIBED CURVE AT THE LAST DESCRIBED POINT, 264.42 FEET; THENCE NORTHEASTERLY ALONG SAID CENTER LINE WHICH FORMS AN ANGLE OF 180 DEGREES 31 MINUTES 15 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTER-CLOCKWISE THEREFROM, 507.14 FEET; THENCE NORTHEASTERLY ALONG SAID CENTER LINE WHICH FORMS AN ANGLE OF 180 DEGREES 52 MINUTES 04 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTER-CLOCKWISE THEREFROM, 333.07 FEET TO SAID "LINE A" EXTENDED FROM THE SOUTHEAST; THENCE SOUTHEASTERLY ALONG SAID "LINE A" EXTENDED 1295.68 FEET TO THE POINT OF BEGINNING, IN BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS. EXHIBIT C-1 R-2 ONE FAMILY RESIDENTIAL DISTRICT LEGAL DESCRIPTION THAT PART OF THE EAST HALF OF SECTION 21 AND PART OF THE WEST HALF OF SECTION 22, TOWNSHIP 37 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT AN EXISTING IRON PIPE STAKE SAID TO BE OVER THE ORIGINAL LOCATION OF A STONE IN THE CENTER OF THE ORIGINAL BRISTOL AND OSWEGO ROAD, PREVIOUSLY DESCRIBED AS BEING 23.05 CHAINS WEST AND NORTH 35 DEGREES 30 MINUTES 00 SECONDS WEST 11.02 CHAINS FROM THE SOUTHEAST CORNER OF SAID SECTION 22; THENCE NORTHWESTERLY ALONG A LINE FORMING AN ANGLE OF 93 DEGREES 23 MINUTES 07 SECONDS WITH THE CENTER LINE OF US ROUTE 34, MEASURED FROM THE NORTHEAST TO NORTHWEST, 2054.60 FEET; THENCE SOUTHWESTERLY ALONG A LINE FORMING AN ANGLE OF 87 DEGREES 07 MINUTES 00 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM, 825.40 FEET; THENCE NORTHWESTERLY ALONG A LINE FORMING AN ANGLE OF 269 DEGREES 46 MINUTES 00 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM, 508.20 FEET FOR THE POINT OF BEGINNING; THIS LINE HEREINAFTER REFERRED TO AS "LINE A"; THENCE SOUTHWESTERLY ALONG A LINE FORMING AN ANGLE OF 91 DEGREES 07 MINUTES 35 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM, 2657.62 FEET; THENCE NORTH ALONG A LINE FORMING AN ANGLE OF 53 DEGREES 07 MINUTES 29 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTER-CLOCKWISE THEREFROM, 2004.69 FEET TO A POINT IN THE CENTER LINE OF KENNEDY ROAD; THENCE EASTERLY ALONG SAID CENTER LINE, WHICH FORMS AN ANGLE OF 96 DEGREES 22 MINUTES 42 SECONDS WITH THE LAST DESCRIBED COURSE,MEASURED COUNTERCLOCKWISE THEREFROM, 174.48 FEET; THENCE NORTHEASTERLY ALONG SAID CENTER LINE,BEING ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 518.48 FEET, 197.57 FEET; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, TANGENT TO THE LAST DESCRIBED CURVE AT THE LAST DESCRIBED POINT, 264.42 FEET; THENCE NORTHEASTERLY ALONG SAID CENTER LINE WHICH FORMS AN ANGLE OF 180 DEGREES 31 MINUTES 15 SECONDS WITH THE LAST DESCRIBED COURSE,MEASURED COUNTER-CLOCKWISE THEREFROM, 507.14 FEET; THENCE NORTHEASTERLY ALONG SAID CENTER LINE WHICH FORMS AN ANGLE OF 180 DEGREES 52 MINUTES 04 SECONDS WITH THE LAST DESCRIBED COURSE,MEASURED COUNTER-CLOCKWISE THEREFROM, 333.07 FEET TO SAID "LINE A" EXTENDED FROM THE SOUTHEAST; THENCE SOUTHEASTERLY ALONG SAID "LINE A" EXTENDED 1295.68 FEET TO THE POINT OF BEGINNING, AND ALSO THAT PART OF "MENARDS COMMERCIAL COMMONS" BEING A SUBDIVISION OF PART OF SECTIONS 21, 22 AND 28, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF LOT 3 OF SAID "MENARDS COMMERCIAL COMMONS"; THENCE SOUTH 80 DEGREES 16 MINUTES 09 SECONDS WEST, ALONG THE NORTHERLY LINE OF SAID LOT 3, 274.35 FEET; THENCE SOUTHWESTERLY ALONG A TANGENTIAL CURVE TO THE LEFT, WITH A RADIUS OF 25.00 FEET, AN ARC LENGTH OF 39.57 FEET; THENCE SOUTH 9 DEGREES 02 MINUTES 17 SECONDS EAST, 119.88 FEET; THENCE SOUTHEASTERLY ALONG A TANGENTIAL CURVE TO THE LEFT, WITH A RADIUS OF 440.00 FEET, AN ARC LENGTH OF 149.11 FEET; THENCE SOUTH 28 DEGREES 27 MINUTES 17 SECONDS EAST, 270.24 FEET; THENCE SOUTHERLY ALONG A TANGENTIAL CURVE TO THE RIGHT, WITH A RADIUS OF 640.00 FEET, AN ARC LENGTH OF 489.51 FEET; THENCE SOUTH 15 DEGREES 22 MINUTES 07 SECONDS WEST, 398.75 FEET; THENCE SOUTHERLY ALONG A TANGENTIAL CURVE TO THE LEFT, WITH A RADIUS OF 1160.00 FEET, AN ARC LENGTH OF 377.61 FEET; THENCE SOUTH 3 DEGREES 16 MINUTES 56 SECONDS EAST, 376.70 FEET TO A SOUTHEASTERLY LINE OF SAID LOT 3; THENCE NORTH 49 DEGREES 50 MINUTES 06 SECONDS EAST, ALONG SAID SOUTHEASTERLY LINE, 331.31 FEET TO AN EASTERLY CORNER OF SAID LOT 3; THENCE NORTH 3 DEGREES 16 MINUTES 56 SECONDS EAST ALONG AN EASTERLY LINE OF SAID LOT 3, 1964.59 FEET TO THE POINT OF BEGINNING, IN BRISTOL TOWNSHIP, KENDALL COUNTY,ILLINOIS. EXHIBIT C-2 R-3 GENERAL RESIDENCE DISTRICT LEGAL DESCRIPTION THAT PART OF LOT 3 OF MENARDS COMMERCIAL COMMONS, BEING A SUBDIVISION OF PART OF SECTIONS 21, 22 AND 28, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID LOT 3; THENCE SOUTH 80 DEGREES 19 MINUTES 09 SECONDS WEST, ALONG THE NORTHERLY LINE OF SAID LOT 3, 1424.86 FEET FOR THE POINT OF BEGINNING; THENCE SOUTH 9 DEGREES 43 MINUTES 51 SECONDS EAST, 715.00 FEET; THENCE SOUTH 80 DEGREES 16 MINUTES 09 SECONDS WEST, 36.04 FEET; THENCE SOUTH 4 DEGREES 04 MINUTES 34 SECONDS WEST, 1115.37 FEET; THENCE SOUTH 23 DEGREES 11 MINUTES 00 SECONDS WEST, 103.22 FEET; THENCE SOUTH 10 DEGREES 02 MINUTES 21 SECONDS WEST, 91.79 FEET; THENCE SOUTH 80 DEGREES 14 MINUTES 48 SECONDS EAST 453.31 FEET; THENCE NORTH 43 DEGREES 41 MINUTES 21 SECONDS EAST, 14.46 FEET; THENCE SOUTH 80 DEGREES 14 MINUTES 48 SECONDS EAST, 596.07 FEET TO AN EASTERLY CORNER OF SAID LOT 3; THENCE NORTH 49 DEGREES 50 MINUTES 06 SECONDS EAST, ALONG AN EASTERLY LINE OF SAID LOT 3, 280.19 FEET; THENCE NORTH 3 DEGREES 16 MINUTES 56 SECONDS WEST, 436.73 FEET; THENCE NORTHEASTERLY ALONG A TANGENTIAL CURVE TO THE RIGHT WITH A RADIUS OF 1240.00 FEET, AN ARC LENGTH OF 403.65 FEET; THENCE NORTH 15 DEGREES 22 MINUTES 07 SECONDS EAST, 398.75 FEET; THENCE NORTHERLY ALONG A TANGENTIAL CURVE TO THE LEFT WITH A RADIUS OF 560.00 FEET, AN ARC LENGTH OF 428.32 FEET; THENCE NORTH 28 DEGREES 27 MINUTES 17 SECONDS WEST, 270.24 FEET; THENCE NORTHWESTERLY ALONG A TANGENTIAL CURVE TO THE RIGHT WITH A RADIUS OF 520.00 FEET, AN ARC LENGTH OF 176.22 FEET; THENCE NORTH 9 DEGREES 02 MINUTES 17 SECONDS WEST, 117.09 FEET; THENCE NORTHWESTERLY ALONG A TANGENTIAL CURVE TO THE LEFT WITH A RADIUS OF 25.00 FEET, AN ARC LENGTH OF 41.44 FEET; THENCE SOUTH 80 DEGREES 16 MINUTES 09 SECONDS WEST, 1066.00 FEET TO THE POINT OF BEGINNING, IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. Y:\Jobs\Smith\2003\030316 Menard Residential Sub division\engineering\specs\Legal Description.doc i i i Nil 111 ' 1 SMITH ENGINEERING CONSULTANTS , INC . PLA CIVIL/STRUCTURAL ENGINEERS AND SURVEYORS 759 JOHN STREET YORKVILLE, IL M01S 60560 PH: 630-553-7564 FAX: 630-553-7646 www.emitheagineering.com E-MAIL: sec6smithengineering.com m MoHENRY m HUNTLEY mYORKYILLE PART OF THE EAST HALF OF SECTION 21 AND PART OF THE NEST HALF OF SECTION 22, ILLINOIS FIOFESSIONAi. DESIGN FIRM[ 284-000208 37 NORTH RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ALL IN THE UNITED TOWNSHIP 03 Annex. dw COMP. FILE: D3 i B g CITY OF YORKVILLE, ILLINOIS, PLOT FILE: STAWARD WEW.• Sheet I I I t,nwnw :. : : : C. ♦ -p ... may ®RKVIL.L Ca. 1237, eta! I ® , ' : sY 17 3 "V Cub. • YC>RK- Wr ss o � �et iii eta/ 9M TW /0 \ dQ � :•, /199 e d 1 1 ,A6 t, , � 7.�.,� • CA/'01 ¢ PAMSpbG �a v3 r 0. CREEK SIDE - �' , SUBDI VISION i DENARDO PARCEL TRUST ,� FOUND IRON PIPE DOC, NO. 9811380 (DEED 208183) --- 254 08' SEL Y' & Jr , , . Jd. 02 � ,21 -­ 200- - 015 1 1 �. }},. . - sd g, _1.- ON LINE Y i 3:, APPARENT RIGHT-OF- WAY LINDEN � r KENNEDY ROAD AS ROBERT & (QC DEED 9812075} MONUMENTED & OCCUPIED ° P. I{ N. 02- 21 - 200- 01 ,. CA THERINE1 ENTICE �jgp75°37"2 �; � � ; ' , i . ,�+ , RICHARD J. THEIDEL THEIDEL PARCEL } PJ. N. 02- 22- 176 - 004 (DEED 876396 P1) (DEED 9907233) 174360(M -FOUND P.K. NAIL P. I. N. 02-21 -200-- 021 174. 481(D) AT CORNER R=5148' FO CORNER SPIKE L= 197.57 ' •�� C84wN69'25*1'E ► NE CORNER OF LOT 3 z v FOUND IRON i �<4 PIPE AT <fl�. CORNER LINE A w.. I N FOUND IRON PIPE w. 0, 10 LY . SE & v 0, 13' SWL Y r �- - ---- P. 01 BI FOUND IRON PIPE AT a , . CORNER � v 825. 40.(D) u r � ' 93 23 '7"( K , ti sw 7.7,0 „ F (D&M) 26944610 I 508,20'(Q) P. O, C. UtI a , CENTERLINE OF ILLINOIS ROU TE 34 y8 i e Q \ � .. DONALD J. AND % .t��`r� ` . 91 CAROL S HAMMAN , .. • ii $ P. I. N. 02- 21 - 400- 003 o I ' o ( ° - . I a I �..rllr► .+I�r� FOUND 314 * IRON PIPE GRAPHIC SCALE 200 0 100 200 400 $o0 { IN FEET 1 inch = 240 !t, STATE OF ILLINOIS ) )SS COUNTY OF KENOALL It Craig L. Duy, Illinois Professional Land ' Surveyor Number 3359 , do hereby certify that the Plot of Annexation of the Property hereon drawn was completed under my direction from previously completed surveys and official maps, plats and other documents of record. X THAT PART OF THE EAST HALF OF SECTION 2`1 AND PART OF THE WEST HALF OF SECTION 22 , TOWNSHIP 37 NORTH , RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT AN EXISTING IRON PIPE STAKE SAID TO BE OVER THE ORIGINAL LOCATION OF A STONE IN THE CENTER OF THE ORIGINAL BRISTOL AND OSWEGO ROAD, PREVIOUSLY DESCRIBED AS BEING 23. 05 CHAINS WEST AND NORTH 35 DEGREES 30 MINUTES 00 SECONDS WEST 11 . 02 CHAINS FROM THE SOUTHEAST CORNER OF SAID SECTION 22; THENCE NORTHWESTERLY ALONG A LINE FORMING AN ANGLE OF 93 DEGREES 23 MINUTES 07 SECONDS WITH THE CENTER LINE OF U . S. ROUTE 34, MEASURED FROM THE NORTHEAST TO NORTHWEST, 2054. 60 FEET; THENCE - - SOUTHWESTERLY ALONG A LINE FORMING AN ANGLE OF 87 DEGREES 07 MINUTES 00 SECONDS 400400014774 WITH THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM , 825. 40 FEET; THENCE Filed for Record in NORTHWESTERLY ALONG A LINE FORMING AN ANGLE OF 269 DEGREES 46 MINUTES 00 SECONDS KENDALL COUNTY , ILLINOIS MEASURED CLOCKWISE THEREFROM 508 20 FEET FOR THE PAUL ANDERSON WITH THE LAST DESCRIBED COURSE, � 06-02-2004 At 02 : 46 pm . POINT OF BEGINNING; THIS LINE HEREINAFTER REFERRED TO AS " LINE A"; THENCE ORDINANCE MOO SOUTHWESTERLY ALONG A LINE FORMING AN ANGLE OF 91 DEGREES 07 MINUTES 35 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM , 2657. 62 FEET; THENCE NORTH ALONG A LINE FORMING AN ANGLE OF 53 DEGREES 07 MINUTES 29 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTED -- CLOCKWISE THEREFROM , 2004. 69 FEET TO A POINT IN THE CENTER LINE OF KENNEDY ROAD; THENCE EASTERLY ALONG SAID CENTER LINE, THIS PLAT PRESENTED BY: WHICH FORMS AN ANGLE OF 96 DEGREES 22 MINUTES 42 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM , 174. 48 FEET, THENCE NORTHEASTERLY NAME: ALONG SAID CENTER LINE, BEING ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF ADDRESS: ________-� _�.__---- ------ ------ -- 518. 48 FEET, 197. 57 FEET; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, TANGENT TO THE LAST DESCRIBED CURVE AT THE LAST DESCRIBED POINT, 264.42 FEET; THENCE NORTHEASTERLY _________ __ -__ -®-- - ------------ ---__---_ ALONG SAID CENTER LINE WHICH FORMS AN ANGLE OF 180 DEGREES 31 MINUTES 15 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTER-- CLOCKWISE THEREFROM , 507. 14 FEET; -- - - -----°--- --------- _------__.._ ________ �___ THENCE NORTHEASTERLY ALONG SAID CENTER LINE WHICH FORMS AN ANGLE OF 180 DEGREES 52 MINUTES 04 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTER --CLOCKWISE THEREFROM , 33107 FEET TO SAID " LINE A" EXTENDED FROM THE SOUTHEAST, THENCE SOUTHEASTERLY ALONG SAID "LINE A" EXTENDED 1295. 68 FEET TO THE POINT OF BEGINNING, TOGETHER WITH THAT PART OF KENNEDY ROAD, LYING ADJACENT TO THE PROPERTY HEREON 1. ANNOTATION ABBREVIATIONS DESCRIBED , FnLA 7 C."01,FF A VNEXA TIOI V POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT ALL IN BRISTOL TOWNSHIP , KENDALL COUNTY, ILLINOIS 68- 54 A c. KENNED 2. THIS PROPERTY IS ADJACENT TO THE CORPORATE LIMITS OF THE CITY OF YORKVILLE. j: 518 STEEL RODS SET 0 ALL EXTERIOR CORNERS UNLESS OTHERWISE NOTED. 518 " ti° ,,,� 4 I RD4TION , tiled of Yor e, Kentlall Count III ois A.Q. 200 STEEL RODS WILL BE SET AT ALL INTERIOR CORNERS WITHIN 12 MONTHS OF RECD CF1A10 L. DEFY ' D1 : -.� ° V! t�IS DWN BY: INT. DATE. PROJECT N44 Wl NOTED, _ RE SONS 4. DIMENSIONS ALONG CURVES ARE ARC DISTANCES UNLESS OTHERWISE a , yo ; N I = iiiinois Prof sional Land veyor No. 3359 1. MRJ/'DGG 01 -- 05�-2004 MENA -- 030316- 4 ' Lic nse Expires f 30/2004 : H IZ SCALE: SHEET N0. f �Ut 0131 '` `' 2 DSN BY. INT, ,5, NO DIMENSIONS SHALL BE ASSUMED BY SCALING 1 "=2 00' 6. ALL BEARINGS AND DISTANCES ARE BASED ON A LOCAL COORDINATE SYSTEM. '���f,�,,,�;,,izt��,����»`` . . CFK BY; INT: VERT SCALE: 1 OF 7 5. DGG I I SMITH ENGINEERING CONSULTANTS , INC . CIVIL/STRUCTURAL ENGINEERS AND SURVEYORS ZONING EXHIBIT 759 JOHN STREET YORKVILLE, ILLINOIS 60560 PH: 630-553-7560 FAX: 630-553-7646 PART OF THE EAST H www.smithengineering.com E-MAIL: sec@smithen ineering.com HALF OF SECTION 21 AND PART OF THE WEST HALF OF SECTION 22, AND g II OF SECTIONS 21,T 22 AND 28O TOWNSHIP 37 NORTH, RAN®E ®EAS � OF l GTHEST�RDIPRIN O PART ILLINOIS PROFESSIONAL DESIGN FIRMr 8 000106 MERIDIAN, ALL IN THE UNITED CITY OF YORKVILLE, ILLINOIS COMP. FILE. OJO316-zoning. dwg PLOT FILE STANDARD WEW." Sheet 1 CATION MAE CREEKSIDE N` s.,• iar,al k, - ss �3 m�;F " c. SUBDIVISION Rote n;s5f'IVO, Y®RKVILI . G rzv� etal R4h / 7 c.NC _.:. f . . . R K +' !1102 YORK- DENARDO PARCEL a • M 4 �I ViL LE s : ° leek DOC. N0. 9811380 TRUST �� r wfn.wr /C l474b �' 4332 sg X98 (DEED 208183) a� F, i3i n � �tshe! efa/ sMeras kskaT . Cne . c b J 76 T¢ A u faM9� x� • " " .. m ' "+F �$ •V�+ o� 'o v2M APPARENT RIGHT- OF- WAY 5� i . �� .° . rt s• . r� KENNEDY ROAD AS onc,ld v LINDEN MONUMENTED & OCCUPIED w ; 4 n o�,. > ,� (QC DEED 9812075) !!!.� ROBERT & sr<r Y, s Danael L. s ^ CA THERINE 7a'34 N80 '15 '37"E +, y0� 1 s RICHARD J, THEIDEL THEIDEL PARCEL ea o� EN TILE u aeKQa o GaaTvtn 6 174° 36 '(M) +EJ2 �ti, ` � �,. , o, ,� (DEED 876396 P1) (DEED 9907233) 17A48 '(D) •0 °'° �� R=518. 48 4 r�� a ' ' _ $1 sle zb L = 19757' $•2� + � � " a C8=N69 "25 '1 "E �5 k k + p V C= 196. 38 ' 2 o - NE CORNER OF LOT 3 O p� 6 w2 DENNIS & L =3& 970 o JEAN SORENSEN c � Z :�u R 25. 00 °o C'dp� q ° CB -S35 '3 '56 "W 'o. LINE A G, 99, 61 C 35614 Ty E. LEXINGTON l© CyS 580 16 09 lFFil, CIRCLE ST T9.<° - 1 g45.66 � o o z. P. O. B. Fpm _ „ W ,16. 09 x . / ! ` o, � 1 ` , °� � 825440 (D) I 4•-""" -.'�' .._• N_„_..,.... . / / ''*'° �'' _ � r' " / ,f '/ 'fit;- � '` 7"* 91 e f sJ j 93 23 7 (D) °os 0000° o �o o 91 °0735 87'70 " ~°° " ,f j, / rf ,� '' / / / =p . d0 ' �" / i N oo *o (D&M) 269 446 '0 "(D) ,, ,G�$ 8, 4 4 E/ / / ��L o o °°o 508, 20 '(D) P. 0. C. lee , / �` ; ' - fi / °/ o +o o 508. 00 '(M) , .' CENTERLINE OF ILLINOIS o o goo 00 o ROUTE 34 / 41'7. , / - !lW S80 "16 09 36. 04 ' F' / / / / / / / / / , / / / / / r ; / C- r • / / ` `° °oo o ``" DONALD J. AND ee / / / / / � l� CAROL S. HAMMAN 5Dc Ar r4 40611�wf abo fl? ir, it 062 00 LOT I 4 / / / , / / / / ,. / / ,, / / ' / � � Or0 / 1((4 el el S23.11 '50 >If 103. 23 " / 510 '0221 "W / / / '' / / / � / / , / / / ,1N 6 5�1� S 91979 / / / �' � , / / / / / � , / / �, / / / , 010 GRAPHIC SCALE S8p '14 ' .. / ' ` $8 °` d` / �� ���J # RlG - OF- W Y ROAD 200 0 100 200 400 800 HT A MCHUGN 48 ` 483, 31 ' r ' r' Dc,���ti per Doc. No. 0009655 I 48 E 5`39 02 ' ( IN FEET } N43.41 '21 "E 1 inch 200 ft. 14. 46 ' t S80 .14 '48 "£ 57. 05 ' s --__ HERETOFORE DEDICA TED T 4 - ;200400014774 Filed for Record in KENDALL COUNTY ILLINOIS PAUL ANDERSON ' R-2 ONE FAMILY RESIDENTIAL DISTRICT LEGAL DESCRIPTION ��i'DINA�'�_�!_}LF At e_��= � 38000 ORDINANCE THAT PART OF THE EAST HALF OF SECTION 21 AND PART OF THE WEST HALF OF SECTION 22, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT AN EXISTING IRON PIPE STAKE SAID TO BE OVER THE ORIGINAL LOCATION OF A STONE IN THE CENTER OF THE ORIGINAL BRISTOL AND OSWEGO ROAD, PREVIOUSLY DESCRIBED AS BEING 23. 05 CHAINS WEST AND NORTH 35 DEGREES 30 MINUTES 00 SECONDS WEST 11. 02 CHAINS FROM THE SOUTHEAST CORNER OF SAID SECTION 22; THENCE NORTHWESTERLY ALONG A LINE FORMING AN ANGLE OF 93 DEGREES 23 MINUTES 07 SECONDS WITH THE CENTER LINE OF US ROUTE 34, MEASURED FROM THE NORTHEAST TO NORTHWEST, 2054. 60 FEET; THENCE SOUTHWESTERLY ALONG A LINE FORMING AN ANGLE OF 87 DEGREES 07 MINUTES 00 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM, 825. 40 FEET; THENCE NORTHWESTERLY ALONG A LINE FORMING AN ANGLE OF 269 DEGREES 46 MINUTES 00 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM, 508. 20 FEET FOR THE POINT OF BEGINNING; THIS LINE HEREINAFTER REFERRED TO AS "LINE A "; THENCE SOUTHWESTERLY ALONG A LINE FORMING AN ANGLE OF 91 DEGREES 07 MINUTES 35 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM, 265Z62 FEET, THENCE NORTH ALONG A LINE FORMING AN ANGLE OF 53 DEGREES 07 MINUTES 29 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED T�'�"{ L COUNTER-CLOCKWISE THEREFROM, 2004. 69 FEET TO A POINT IN THE CENTER LINE OF KENNEDY ROAD; THENCE EASTERLY ALONG SAID CENTER LINE, WHICH FORMS AN ANGLE OF 96 DEGREES 22 MINUTES 42 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 174. 48 FEET THENCE NORTHEASTERLY ALONG SAID CENTER LINE, BEING ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 518. 48 FEET, 19257 FEET; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, TANGENT o DENOTES ZONE R- 2 TO THE LAST DESCRIBED CURVE AT THE LAST DESCRIBED POINT, 264. 42 FEET; THENCE NORTHEASTERLY ALONG SAID CENTER LINE WHICH FORMS AN ANGLE OF 180 DEGREES 31 MINUTES 15 SECONDS KgTH--TH -LASS -DESGRIP�- COURSE;-MEASURED COUNTER- CLOCKWISE THEREFROM, 5xZ 14 FEET; THENCE- NORTHEASTE-RL-Y-ALONG _ SAID r°ENTER_ LINE_ WHICH FORMS AN ANGLE OF 180 DEGREES 52 MINUTES 04 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTER- CLOCKWISE THEREFROM, 33.3 07 FEET TO SAID ' , / DENOTES ZONE R - 3 "LINE A " EXTENDED FROM THE SOUTHEAST,• THENCE SOUTHEASTERLY ALONG SAID "LINE A " EXTENDED 1295. 68 FEET TO THE PO/NT OF BEGINNING, AND ALSO THAT PART OF "MENARDS COMMERCIAL COMMONS " BEING A SUBDIVISION OF PART OF SECTIONS 21, 22 AND 28, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF LOT 3 OF SAID "MENARDS COMMERCIAL COMMONS '; THENCE SOUTH 80 DEGREES 16 MINUTES 09 SECONDS WEST, ALONG THE NORTHERLY LINE OF SAID LOT 3, 249. 65 FEET; THENCE SOUTHWESTERLY ALONG A TANGENTIAL CURVE TO THE LEFT, WITH A RADIUS OF 25, 00 FEET, AN ARC LENGTH OF 39, 57 FEET; THENCE SOUTH 9 DEGREES 02 MINUTES 17 SECONDS EAST, 119, 88 FEET; THENCE SOUTHEASTERLY ALONG A TANGENTIAL CURVE TO THE LEFT, WITH A RADIUS OF 440. 00 FEET, AN ARC LENGTH OF 149. 11 FEET; THENCE SOUTH 28 DEGREES 27 MINUTES 17 SECONDS EAST, 270. 24 FEET THENCE SOUTHERLY ALONG A TANGENTIAL CURVE TO THE RIGHT, WITH A RADIUS OF 640. 00 FEET, AN ARC LENGTH OF 489. 51 FEET; THENCE SOUTH 15 DEGREES 22 MINUTES 07 SECONDS WEST, 398. 75 FEET, THENCE SOUTHERLY ALONG A TANGENTIAL CURVE TO THE LEFT, WITH A RADIUS OF 1160. 00 FEET, AN ARC LENGTH OF 377. 61 FEET THENCE Area Summor Y SOUTH 3 DEGREES 16 MINUTES 56 SECONDS EAST, 376. 70 FEET TO A SOUTHEASTERLY LINE OF SAID LOT 3; THENCE NORTH 49 DEGREES 50 MINUTES 06 SECONDS EAST, ALONG SAID SOUTHEASTERLY LINE, 331. 38 FEET TO AN EASTERLY CORNER OF SAID LOT 3; THENCE NORTH 3 DEGREES 16 MINUTES 56 SECONDS EAST ALONG AN EASTERLY Zone e-Z 76a80+ acres LINE OF SAID LOT 3, 1964, 59 FEET TO THE POINT OF BEGINNING, IN BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS. Zone �_3 9+ 66± CICreS i R-3 GENERAL RESIDENCE DISTRICT LEGAL DESCRIPTION THAT PART OF LOT 3 OF MENARDS COMMERCIAL COMMONS, BEING A SUBDIVISION OF PART OF SECT IONS 21, 22 AND 28, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS., COMMENCING AT THE NORTHEAST CORNER OF SAID LOT 3; THENCE SOUTH 80 DEGREES 19 MINUTES 09 SECONDS WEST, ALONG THE NORTHERLY LINE OF SAID LOT 3, 1445. 56 FEET FOR THE POINT OF BEGINNING; THENCE SOUTH 9 DEGREES 43 MINUTES 51 SECONDS EAST, 715. 00 FEET; THENCE SOUTH 80 DEGREES 16 MINUTES 09 SECONDS WEST, 36. 04 FEET; THENCE SOUTH 4 DEGREES 04 MINUTES 34 SECONDS WEST, 1115. 37 FEET THENCE SOUTH 23 DEGREES 11 MINUTES 00 SECONDS WEST, 103. 22 FEET THENCE SOUTH 10 DEGREES 02 MINUTES 21 SECONDS WEST, 91. 79 FEET; THENCE SOUTH 80 DEGREES 14 MINUTES 48 SECONDS THIS PLAT PRESENTED BY: EAST 453. 31 FEET THENCE NORTH 43 DEGREES 41 MINUTES 21 SECONDS EAST, 14. 46 FEET; THENCE SOUTH 80 DEGREES 14 MINUTES 48 SECONDS EAST, 596, 07 FEET TO NAME: AN EASTERLY CORNER OF SAID LOT 3; THENCE NORTH 49 DEGREES 50 MINUTES 06 SECONDS EAST, ALONG AN EASTERLY LINE OF SAID LOT 3, 280419 FEET; THENCE ......__..... _ NORTH 3 DEGREES 16 MINUTES 56 SECONDS WEST, 436. 73 FEET THENCE NORTHEASTERLY ALONG A TANGENTIAL CURVE TO THE RIGHT WITH A RADIUS OF 1240. 00 FEET, AN ADDRESS: ARC LENGTH OF 403. 65 FEET; THENCE NORTH 15 DEGREES 22 MINUTES 07 SECONDS EAST, 39& 75 FEET THENCE NORTHERLY ALONG A TANGENTIAL CURVE TO THE LEFT --------------------..______-___ WITH A RADIUS OF 560, 00 FEET, AN ARC LENGTH OF 428. 32 FEET; THENCE NORTH 28 DEGREES 27 MINUTES 17 SECONDS WEST 270. 24 FEET; THENCE NORTHWESTERLY ALONG A TANGENTIAL CURVE TO THE RIGHT WITH A RADIUS OF 520. 00 FEET, AN ARC LENGTH OF 176. 22 FEET,• THENCE NORTH 9 DEGREES 02 MINUTES 17 SECONDS WEST, ...__________________®_-T....... _______ 105. 09 FEET; THENCE NORTHWESTERLY ALONG A TANGENTIAL CURVE TO THE LEFT WITH A RADIUS OF 25. 00 FEET, AN ARC LENGTH OF 39. 57 FEET; THENCE SOUTH 80 _____________s_________________________ DEGREES 16 MINUTES 09 SECONDS WEST, 99. 61 FEET• THENCE SOUTH 81 DEGREES 54 MINUTES 21 SECONDS WEST, 420. 19 FEET; THENCE SOUTH 80 DEGREES 16 MINUTES 09 SECONDS WEST 546. 13 FEET TO THE POINT OF BEGINNING, IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, I I ZONING EX141BI T NOTES: P,PAG2IB M AD0WS 1, ANNOTATION ABBREVIATIONS - SUBDI VISION II,,,JN POB - POINT OF BEGINNING YO KVILLE ILLINOIS POC - POINT OF COMMENCEMENT � 2. DIMENSIONS ALONG CURVES ARE ARC DISTANCES UNLESS OTHERWISE NOTED. REVISIONS DWN BY: INT: DATE: PROJECT N©. 3. NO DIMENSIONS SHALL BE ASSUMED BY SCALING. 1. DGG 06102104 MRJ/DGG 05-28-2004 MENA - 030316- 4 2 DSN BY: INT: HORIZ SCALE: SHEET NO. 49 ALL BEARINGS AND DISTANCES ARE BASED ON A LOCAL COORDINATE SYSTEM. 3. 11P. 200 * A CHK BY: INT: VERT SCALE: 1 OF 1 5. DGG - _