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Ordinance 2008-040
200800 Filed for Record in KENDALL COUNTYP ILLINOIS STATE OF ILLINOIS RENNETTA S MICY,ELSON 07 -17 -2008 At 09:50 am. )ss. ORDINANCE 102.00 COUNTY OF KENDALL ) RHSP Surcharge 10.00 Ordinance No. 2008 - 'kO AN ORDINANCE AUTHORIZING THE EXECUTION OF AN ANNEXATION AND PLANNED UNIT DEVELOPMENT AGREEMENT (Windmill Farms) WHEREAS, it is prudent and in the best interest of the United City of Yorkville, Kendall County, Illinois, to enter into a certain Annexation and Planned Unit Development Agreement pertaining to the annexation of real estate described on Exhibit A attached thereto and made a part hereof; and, WHEREAS, said Annexation and Planned Unit Development Agreement has been reviewed, discussed and considered by the City Council; and, WHEREAS, the legal owners of record of the territory which is the subject of said Agreement are ready, willing and able to enter into said Agreement and to perform the obligations as required hereunder; and, WHEREAS, the statutory procedures as set forth in 65 ILCS 5111- 15.1 -1, pertaining to i i the approval and execution of annexation and planned unit development agreement have been fully satisfied; and, WHEREAS, the property is contiguous to the existing boundaries of the City. NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the I United City of Yorkville that the City Code of the City of Yorkville be amended as follows: Section 1. The Mayor and City Council hereby approve the Annexation and Planned Unit Development Agreement a copy of which is attached to this Ordinance (the "Annexation and Planned Unit Development Agreement"), pertaining to the real estate legally described on Exhibit ,4 also attached hereto. Section 2. The Mayor and City Clerk are herewith authorized and directed to execute, on behalf of the City, said Annexation and Planned Unit Development Agreement and the Clerk is further directed to file said Annexation and Planned Unit Development Agreement with the Kendall County Recorder's Office. Section 3. This Ordinance shall be in full force and effect immediately from and after its passage and approval according to law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois, this day of , A.D. 2008. v City Clerk ROBYN SUTCLIFF JOSEPH BESCO ARDEN JOE PLOCHER WALLY WERDERICH GARY GOLINSKI MARTY MUNNS ROSE SPEARS 2 APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this A ?7 day of Ma t4 , A.D. 2008. Mayor 3 EXHIBIT A LEGAL DESCRIPTION THAT PART OF THE WEST HALF OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SAID SECTION 3; THENCE SOUTH 00 L4'45" EAST, ALONG THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3, L284.36 FEET; THENCE SOUTH 89 0 50'00" WEST, 684.42 FEET THENCE NORTH 09 0 30'00" WEST, 592.27 FEET; THENCE SOUTH 57 °33'55" WEST, 327.57 FEET TO THE EASTERLY LINE OF WING ROAD; THENCE NORTH 21'52'29" WEST, ALONG SAID EASTERLY LINE, 705.85 FEET TO THE SOUTHERLY RIGHT -OF -WAY LINE OF ILLINOIS ROUTE 71 FOR THE POINT OF BEGINNING; THENCE SOUTH 21'52'29" EAST, ALONG SAID EASTERLY LINE, L19.0. FEET; THENCE NORTH 68 °07'31" EAST, PERPENDICULAR TO SAID EASTERLY LINE, 211.0 FEET; THENCE NORTH 21 °52'29" WEST, P ARALLEL WITH SAID EASTERLY LINE, 131.87 FEET TO SAID SOUTHERLY RIGHT -OF -WAY LINE OF ILLINOIS ROUTE 71; THENCE SOUTHWESTERLY, ALONG SAID SOUTHERLY RIGHT -OF -WAY LINE, BEING A CURVE TO THE RIGHT WITH A RADIUS OF 11509.16 FEET, AN ARC DISTANCE OF 21139 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS AND CONTAINING 0.6060 ACRE. THAT PART OF THE WEST HALF OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SAID SECTION 3; THENCE SOUTH 00 °14'45" EAST, ALONG THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3,1284.36 FEET, THENCE SOUTH 89 °50'00" WEST, 684.42 FEET; THENCE NORTH 09 °30'00" WEST, 592.27 FEET FOR THE POINT OF BEGINNING; THENCE SOUTH 57 °33'55" WEST, 32757 FEET TO THE EASTERLY LINE OF WING ROAD; THENCE NORTH 21 °52'29" WEST, ALONG SAID EASTERLY LINE, 586.85 FEET TO A POINT ON SAID EASTERLY LINE WHICH IS 119.0 FEET (MEASURED ALONG SAID EASTERLY LINE) SOUTHEASTERLY OF THE SOUTHERLY RIGHT -OF -WAY LINE OF ILLINOIS ROUTE 71; THENCE NORTH 68 1 07'31" EAST, PERPENDICULAR TO SAID EASTERLY LINE, 211.0 FEET; THENCE NORTH 21 °52'29" WEST, P ARALLEL LEL WITH SAID EASTERLY LINE, 131.87 FEET TO SAID SOUTHERLY RIGHT- OF-WAY LINE OF ILLINOIS ROUTE 71; THENCE NORTHEASTERLY, ALONG SAID SOUTHERLY RIGHT -OF- WAY LINE, BEING A CURVE TO THE LEFT WITH A RADIUS OF 11509.16 FEET, AN ARC DISTANCE OF 261.03 FEET TO A LINE DRAWN NORTH 09 °30'00° WEST FROM THE POINT OF BEGINNING; THENCE SOUTH 09 1 30'00" EAST, ALONG SAID LINE, 695.72 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS AND CONTAINING 5.6041 ACRES. THAT PART OF THE NORTH 1/2 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 3; THENCE SOUTH 0 DEGREES, 07 MINUTES, 44 SECONDS WEST ALONG THE EAST LINE OF SAID SOUTHWEST 1/4,1284.36 FEET; THENCE NORTH 89 DEGREES, 47 MINUTES, 31 SECONDS WEST, 684.42 FEET; THENCE NORTH 09 DEGREES, 32 MINUTES, 39 SECONDS WEST, 590.03 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSM BOYD BY A DEED DATED MATCH 25,1929 AND RECORDED DECEMBER 14,1938 IN DEED RECORD BOOK 88 ON PAGE 399; THENCE NORTH: 09 DEGREES, 05 MINUTES, 46 SECONDS WEST, 748.40 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE TIC. 71; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11,45920 FEET AND A RADIAL BEARING OF NORTH 26 DEGREES, 50 MINUTES, 30 SECONDS WEST AT THE LAST DESCRIBED POINT. 627.46; THENCE NORTH 60 DEGREES, 02 MINUTES, 30 SECONDS EAST ALONG SAID CENTER LINE, 332.0 FEET FOR A POINT OF BEGINNING; THENCE SOUTH 12 DEGREES, 27 MINUTES, 30 SECONDS EAST, 264.0 FEET: THENCE SOUTH 84 DEGREES, 27 MINUTES, 30 SECONDS EAST, 202.0 FEET: THENCE NORTH 0 DEGREES, 47MINUTES, 30 SECONDS WEST, 423.02 FEET TO SAID CENTER LINE: THENCE SOUTH 60 DEGREES, 02 MINUTES. 30 SECONDS WEST ALONG CENTER LINE, 291.76 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. THAT PART OF THE NORTHEAST, NORTHWEST AND SOUTHWEST QUARTERS OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER 1284.36 FEET; THENCE SOUTH 89 DEGREES 29 MINUTES 40 SECONDS WEST 680.30 FEET; THENCE NORTH 09 DEGREES 33 MINUTES 27 SECONDS WEST 10.0 FEET FOR A POINT OF BEGINNING; THENCE NORTH 09 DEGREES. 33 MINUTES 27 SECONDS WEST 579.63 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSIE BOYD BY A DEED DATED MARCH 25,1929 AND RECORDED DECEMBER 14,1938 IN DEED RECORD BOOK 88 ON PAGE 399; THENCE NORTH 09 DEGREES 05 MINUTES 24 SECONDS WEST ALONG THE EAST LINE OF SAID BOYD TRACT 748.57 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 71; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11, 45920 FEET AND A RADIAL BEARING OF NORTH 26 DEGREES 49 MINUTES 16 SECONDS WEST AT THE LAST DESCRIBED POINT 627.46 FEET, THENCE NORTH 60 DEGREES 02 MINUTES 30 SECONDS EAST ALONG SAIL) CENTER LINE 332.0 FEET; THENCE SOUTH 12 DEGREES 27 MINUTES 30 SECONDS EAST 264.0 FEET; THENCE SOUTH 84 DEGREES 27 MINUTES 30 SECONDS EAST 202.0 FEET; THENCE NORTH 00 DEGREES 42 N M TUTES 30 SECONDS WEST 423.02 FEET TO SAID CENTER LINE; THENCE NORTH 60 DEGREES 02 MINUTES 30 SECONDS EAST ALONG SAID CENTER LINE 412.69 FEET TO A LINE DRAWN NORTH 00 DEGREES 10 MINUTES 46 SECONDS EAST P ARALLEL WITH TILE WEST LINE OF SAID NORTHEAST QUARTER, FROM A POINT ON THE SOUTH LINE OF SAID NORTHEAST QUARTER WHICH IS 598.62 FEET EASTERLY OF THE SOUTHWEST CORNER OF SAID NORTHEAST QUARTER: THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG SAID P ARALLEL LINE 88056 FEEEr TO SAID SOUTH LINE; THENCE SOUTH 89 DEGREES 34 MINUTES 48 SECONDS WEST ALONG SAID SOUTH LINE 598.62 FEET TO SAID SOUTHWEST CORNER; THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG SAID EAST LINE 127536 FEET TO A LINE DRAWN SOUTH 89 DEGREES 40 MINUTES 33 SECONDS EAST FROM THE POINT OF BEGINNING; THENCE NORTH 89 DEGREES 40 MINUTES 33 SECONDS WEST 681.94 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS THAT PART OF THE SOUTHWEST 114 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: I ICI COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST 114; THENCE NORTH 0 DEGREES 08 MINUTES 09 SECONDS WEST ALONG THE WEST LINE OF SAID SOUTHWEST 1/4,798.60 FEET TO AN OLD CLAIM LINE; THENCE NORTH 57 DEGREES 59 MINUTES 05 SECONDS EAST ALONG SAID OLD CLAIM LINE 299.00 FEET FOR A POINT OF BEGINNING; THENCE SOUTH 1 DEGREE 51 MINUTES 32 SECONDS WEST, 402.10 FEET; THENCE SOUTH 59 DEGREES 55 MINUTES., 25 SECONDS EAST, 25651 FEET; THENCE NORTH 59 DEGREES 55 MINUTES 25 SECONDS EAST 355.65 FEET; THENCE NORTH 62 DEGREES 43 MINUTES 29 SECONDS EAST, 853.57 FEET; THENCE NORTH 33 DEGREES 24 MINUTES 40 SECONDS EAST,. 54227 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NUMBER 126; THENCE NORTHWESTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 2292.01 FEET AND A RADIAL BEARING OF SOUTH 29 DEGREES 23 MINUTES 51 SECONDS WEST AT THE LAST DESCRIBED POINT, 358.41 FEET TO A POINT WHICH IS 151.00 FEET, AS MEASURED ALONG SAID CENTER LINE, SOUTHEASTERLY OF THE INTERSECTION OF SAID CENTER LINE AND SAID OLD CLAIM LINE; THENCE SOUTH 45 DEGREES 05 MINUTES 49 SECONDS WEST, 265.70 FEET; THENCE SOUTH 73 DEGREES 54 MINUTES 28 SECONDS WEST, 102.86 FEET; THENCE SOUTH 84 DEGREES 11 MINUTES 54 SECONDS WEST, 280.96 FEET; THENCE NORTH 32 DEGREES 00 MINUTES 55 SECONDS WEST, 24.19 FEET TO SAID OLD CLAIM LIRE; THENCE SOUTH 87 DEGREES 59 MINUTES 05 SECONDS WEST ALONG SAID OLD CLAIM LINE 78992 FEET TO THE POINT OP BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. A PERPETUAL EASEMENT FOR THE OPERATION, MAINTENANCE AND USE OF A SEPTIC FIELD FOR THE BENEFIT OF PARCEL ONE HEREINABOVE DESCRIBED, UNDER AND UPON THE FOLLOWING DESCRIBED PARCEL OF REAL ESTATE CONTIGUOUS TO PARCEL ONE TO WIT: COMMENCING AT THE MOST NORTHERLY CORNER OF PARCEL ONE HEREINA13OVE DESCRIBED ON THE CENTER LINE OF ILLINOIS STATE ROUTE NUMBER 126; THENCE SOUTH 45 DEGREES 05 MINUTES 49 SECONDS WEST, 47.12 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF ILLINOIS STATE ROUTE NUMBER 126, FOR THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 45 DEGREES 05 MII�IUTFS 49 SECONDS WEST, 105.0 FEET; THENCE NORTH 32 DEGREES 08 MINUTES 38 SECONDS WEST, 152.18 FEET; THENCE SOUTH 76 DEGREES 09 MINUTES 49 SECONDS EAST, 528 PEEP; THENCE SOUTH 70 DEGREES 39 MINUTES 49 SECONDS EAST, 158.65 FEET, TO THE POINT OP BEGINNING IN KENDALL TOWNSHIP, ALL IN KENDALL COUNTY ILLINOIS. THAT PART OF THE SOUTHWEST 114 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST 1/4; THENCE NORTHERLY ALONG THE WEST LINE OF SAID SOUTHWEST 1/4,798-60 FEET TO AN OLD CLAIM LINE; THENCE NORTHERLY ALONG SAD WEST LINE, 111827 FEET A POINT OF BEGINNING THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 28 DEGREES 33 MINUTES 54 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 22853 FEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 178 DEGREES 11 MINUTES 35 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 112.67 FEET TO A LINE DRAWN P ARALLEL WITH AND 160.0 FEET NORMALLY DISTANT, EASTERLY OF SAID WEST LINE; THENCE SOUTHERLY ALONG SAIL) P AT I E L LINE, 717.44 FEET TO SAID CLAIM LINE; THENCE NORTHEASTERLY ALONG SAD CLAIM LINE, 941.92 FEET TO A POINT ON A LINE DRAWN SOUTHWESTERLY, PERPENDICULAR TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 126 FROM A POINT ON SAID CENTER LINE WHICH IS 1049.70 FEET, AS MEASURED ALONG SAID CENTER LINE, SOUTHEASTERLY OF THE INTERSECTION OF SAD CENTER LINE WITH THE CENTER LINE OF ILLINOIS STATE ROUTE 71; THENCE NORTHEASTERLY TO SAID POINT ON SAID CENTER LINE OF ILLINOIS ROUTE 126 AFORESAID; THENCE NORTHWESTERLY ALONG SAID ROUTE 126 CENTER LINE AND TO SAID ROUTE 71 CENTER LINE; THENCE SOUTHWESTERLY ALONG SAID ROUTE 71 CENTER LINE, 3058 FEET TO SAID WEST LINE; THENCE SOUTHERLY ALONG SAID WEST LINE, 78.83 FEET, TO THE POINT OF BEGINNING (EXCEPTING THEREFROM THAT PART OF THE SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT HE SOUTHWEST CORN R OF SAID SECTION. 3; THENCE NORTH 00 DEGREES 00 MINUTES 38 SECONDS EAST, ON A BEARING REFEREN TO AN ASSUMED NORTH, 192521 FEET ON THE WEST LINE OF SAID SOUTHWEST 1/4; THENCE SOUTH 89 DEGREES 59 MINUTES 22 SECONDS EAST 58.55 FEET TO THE EXISTING SOUTHEASTERLY RIGHT OFF WAY LINE -OF A.FA.P. ROUTE 311 (IL ROUTE 71) AND THE POINT OF BEGINNING; THENCE NORTH 72 DEGREES 34 MINUTES 00 SECONDS EAST 3528 FEET ON SAID SOUTHEASTERLY RIGHT OF WAY LINE TO THE SOUTHERLY RIGHT OF WAY LINE OF S.B I. ROUTE 66 (IL ROUTE 126); THENCE SOUTH 70 DEGREES 08 MINUTES 35 SECONDS EAST 125.66 FEET ON SAID SOUTHERLY RIGHT OF WAY LINE; THENCE NORTH 81 DEGREES 09 MINUTES 04 SECONDS WEST 51.85 FEET; THENCE NORTH 76 DEGREES 30 MINUTES 40 SECONDS WEST 103.47 FEET TO THE POINT OF BEGINNING), IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. THAT PART OF THE SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWESTIA; THENCE NORTHERLY ALONG THE WEST LINE OF SAID SOUTHWEST 1/4,798.60 FEET TO AN OLD CLAIM LINE FOR A POINT OF BEGINNING; THENCE NORTHERLY ALONG SAID WEST LINE, 111827 FEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AND ANGI E OF 28 DEGREES 33 MINUTES 54 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURE) COUNTERCLOCKWISE THEREFROM, 22853 PEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 178 DEGREES 11 MINUTES 35 SECONDS WITH TILE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 112.67 FEET TO A LINE DRAWN P ARALLEL EL WITH AN) 160.0 FEET NORMALLY DISTANT, EASTERLY OF SAID WEST LINE; THENCE SOUTHERLY ALONG SAID P ARALLEL LINE, 717.44 FEET TO SAID CLAIM LINE; THENCE SOUTHWESTERLY ALONG SAID CLAIM LINE, 188.42 FEET TO THE POINT OF BEGINNING, IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3. TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL. MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 71; THENCE NORTHEASTERLY ALONG THE SAID CENTER LINE OF ILLINOIS ROUTE 71, 1411.3 FEET TO THE CENTER LINE EXTENDED NORTHWESTERLY OF TIED PUBLIC ROAD RUNNING SOUTHEASTERLY FROM SAID ILLINOIS ROUTE 71, COMMONLY KNOWN AS WING ROAD; THENCE SOUTHEASTERLY ALONG TILE EXTENDED CENTER LINE AND THE CENTER LINE OF SAID PUBLIC ROAD, BEING ALONG A LINE THAT FORMS AN ANGLE OF 93 DEGREES 25' TO THE RIGHT WITH THE PROLONGATION NORTHEASTERLY OF THE TANGENT TO THE CENTER LINE OF SAID ILLINOIS ROUTE 71 AT THE LAST DESCRIBED POINT, 761 FEET FOR THE POINT OF BEGINNING; THENCE SOUTHWESTERLY ALONG A LINE THAT FORMS AN ANGLE OF 79 DEGREES 47' TO THE RIGHT WITH THE PROLONGATION OF THE LAST DESCRIBED LINE 265.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 126; THENCE SOUTHEASTERLY ALONG SAID CENTER LINT OF ILLINOIS ROUTE 126 TO THE CENTER LINE OF THE EASTERLY FORK OF THE PUBLIC ROAD AFORESAID WHICH RUNS SOUTHEASTERLY FROM SAID ILLINOIS ROUTE 71; THENCE NORTHWESTERLY ALONG THE CENTER LINE OF SAID PUBLIC ROAD TO THE POINT OF BEGINNING; TO THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. GRANTEE HEREBY ASSUMES AND AGREES TO PAY THE UNPAID BALANCE ON THE EXISTING MORTGAGE RECORDED IN BOOK PAGE, THE DEBT SECURED THEREBY AND ALSO HEREBY ASSUMES -THE OBLIGATIONS UNDER THE TERN OF THE INSTRUMENTS CREATING THE LOANS DOCUMENT NO. 79-1053. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE - NORTH 00 DEGREES 08 MINUTES 14 SECONDS WEST ALONG -THE WEST LINE OF SAID SOUTHWEST QUARTER, - 1,995.75 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 71; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID CENTER LINE 30A5 FEET TO THE POINT OF INTERSECTION OF SAID CENTER LINE WITH CENTER LINE OF ILLINOIS STATE ROUTE NO. 126 FOR THE POINT OF BEGINNING; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID ROUTE 71 CENTER LINE 230.67 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO -THE. LEFT HAVING A RADIUS OF 11,45920 FEET WHICH IS TANGENT TO THE LAST DESCRIBED COURSE AT THE LAST DESCRIBED POINT AT THE LAST DESCRIPTION POINT, 1,141.60 FEET TO THIN INTERSECTION WITH THE- CENTER LINE EXTENDED NORTHWESTERLY OF WING ROAD; THENCE SOUTH 21 DEGREES 30 MINUTES 13 SECONDS EAST ALONG SAID WING ROAD CENTER LINE 761.0 FEET: THENCE SOUTH 58 DEGREES 16 MINUTES 47 SECONDS WEST 26535 FEET TO SAID ROUTE 126 CENTER LINE; THENCE NORTHWESTERLY ALONG SAID ROUTE 126 CENTER LINE BEING ALONG A CURVE TO THIN LEFT AND HAVING A RADIUS OF 2,292.01 FEET WHICH IS TANGENT TO A LINE DRAWN NORTH 72 DEGREES 57 MINUTES 06 SECONDS WEST FROM THE LAST DESCRIBED POINT 147.93 FEET; THENCE NORTH 16 DEGREES 38 MINUTES 49 SECONDS WEST ALONG SAID ROUTE 126 CENTERLINE 850.98 FEET; THENCE NORTHWESTERLY ALONG SAID ROUTE 126 CENTERLINE BEING ALONG A CURVE TO THE RIGHT AND HAVING A RADIUS OF 2,148.79 FEET WHICH IS TANGENT TO THE LAST DESCRIBED COURSE AT THE LAST DESCRIBED POINT, 38353 FEET TO THIN POINT OF BEGINNING, EXCEPTING THEREFROM THAT PART DESCRIBED AS FOLLOWS: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36- NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE - SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 00 DEGREES 08 MINUTES 14 SECONDS WEST ALONG -THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.75 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE 71; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID ROUTE 71 CENTER LINE 261.12 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 15,45920 FEET WHICH IS TANGENT TO THE LAST- DESCRIBED COURSE 1141.60 FEET TO THE INTERSECTION- WITH THE CENTER LINE EXTENDED NORTHWESTERLY OF WING ROAD FOR THE POINT OF BEGINNING(THENCE SOUTH 21 DEGREES 30 MINUTES 13 SECONDS EAST ALONG SAID WING ROAD CENTER LINE 258.05 FEET; THENCE SOUTH 58 DEGREES 29 MINUTES 47 SECONDS WEST 200.0 FEET; THENCE NORTH 21 DEGREES 30 MINUTES 13 SECONDS WEST PARALLEL WITH SAID WING ROAD CENTER LINE 250.0 FEET TO SAID ROUTE 71 CENTER LINE; THENCE NORTHEASTERLY ALONG SAID ROUTE71 CENTER LINE 200.16 FEET TO THE POINT OF BEGINNING, IN THE UNITED CITY OF YO RKVIL F , KENDALL COUNTY, (ILLINOIS, AND ALSO EXCEPTING, THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3 IN TOWNSHIP 38 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, KENDALL COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS WITH BEARINGS REFERENCED TO THE ILLINOIS STATE PLANE COORDINATE SYSTEM EAST ZONE (NAD83): COMMENCING AT THIN SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 3; THENCE NORTH 01 DEGREE 35 MINUTES 30 SECONDS WEST, 1,995.04 FEET ALONG THIN WEST LINE OF SAID SOUTHWEST 1/4 TO THE CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED IL 71; THENCE NORTH 69 DEGREES 55 MINUTES 19 SECONDS EAST, 31.52 FEET ALONG SAID CENTERLINE TO THE POINT OF BEGINNING PROM THE POINT OF BEGINNING; THENCE NORTH 69 DEGREES 55 MINUTES 19 SECONDS EAST, 230.66 FEET ALONG SAID CENTERLINE; THENCE NORTHEASTERLY, 94056 FEET ALONG AN 11,479.02 FOOT RADIUS CURVE TO THE LEFT WAVING A CHORD BEARING NORTH 67 DEGREES 34 MINUTES 29 SECONDS EAST, 94031 FEET; THENCE SOUTH 22 DEGREES 56 MINUTES 31 SECONDS EAST, 60.03 FEET; THENCE SOUTHWESTERLY, 418.10 FEET ON AN 11,539.02 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING SOUTH 66 DEGREES 16 MINUTES 29 SECONDS WEST, 418,08 FEET; THENCE SOUTH 59 DEGREES 24 MINUTES 09 SECONDS WEST, 71.10 FEET; THENCE SOUTH 25 DEGREES 14 MINUTES 24 SECONDS WEST, 6052 FEINT; THENCE SOUTHEASTERLY, 570.87. FEET ON AN 675.00 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING SOUTH 55 DEGREES 22 MINUTES 46 SECONDS EAST, 560.80 FEET; THENCE SOUTH 74 DEGREES 04 MINUTES 13 SECONDS EAST. 274.41 FEINT; THENCE SOUTH 64 DEGREES 05 MINUTES 29 SECONDS EAST, 35.85 FEET; THENCE SOUTH 55 DEGREES 49 MINUTES 00- SECONDS WEST, 64.56 FEINT TO THE CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED EL 126; THENCE NORTHWESTERLY, 162.08 FEET ON SAID CENTERLINE BEING A 2,29L.64 FOOT RADIUS CURVE TO TILE LEFT HAVING A CHORD BEARING NORTH 76 DEGREES 16 MINUTES 12 SECONDS WEST, 162.05 FEET; THENCE NORTH 78 DEGREES 17 MINUTES 46 SECONDS WEST, 35737 FEET ON SAID CENTERLINE; THENCE NORTH 53 DEGREES 52 MINUTES 46 SECONDS WEST, 96.76 FEET TO THE EXISTING NORTHERLY RIGHT OF WAY LIME OF IL 126; THENCE NORTHWESTERLY, 297.03 FEET ON A 990.00 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING NORTH 45 DEGREES 17 MINUTES 03 SECONDS WEST, 295.92 FEET; THENCE NORTH 36 DEGREES 39 MINUTES 21 SECONDS WEST, 23.77 FEET; THENCE NORTH 77 DEGREES 19 MINUTES 36 SECONDS WEST, 64.74 FEET; THENCE SOUTH 69 DEGREES 03 I MINUTES 36 SECONDS WEST, 100,61 FEET; THENCE SOUTH 69 DEGREES 55 MINUTES 52 SECONDS WEST, 149.98 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF SAID IL 71; THENCE SOUTH 65 DEGREES 32 MINUTES 40 SECONDS WEST, 113.94 FEET TO THE CENTERLINE OF SAID IL 126; THENCE NORTHWESTERLY, 119.55 FEET ON SAID CENTERLINE BEING A 2,17059 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING NORTH 69 DEGREES 20 MINUTES 17 SECONDS WEST, 119.54 FEET TO THE POINT OF BEGINNING. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 07'44 "EAST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER 1236.84 FEET TO A POINT ON SAID EAST LINE WHICH IS 1284.36 FEET SOUTH OF THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 89 °47'31" WEST, 684.42 FEET; THENCE NORTH 09 °32'39" WEST, 590.03 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSIE BOYD BY DEED DATED MARCH 25, 1929 AND RECORDED DECEMBER 14, 1938 IN DEED RECORD 88 ON PAGE 399, FOR THE POINT OF BEGINNING; THENCE SOUTH 57 °58'56" WEST ALONG THE SOUTHERLY LINE OF SAID BOYD TRACT AND SAID SOUTHERLY LINE EXTENDED 352.89 FEET TO THE CENTER LINE OF WING ROAD; THENCE SOUTH 21 EAST ALONG SAID CENTERLINE 131.00 FEET; THENCE NORTH 57 °58'56" EAST P ARALLEL WITH SAID SOUTHERLY LINE 32358 FEET TO A POINT WHICH IS SOUTH 09 °32'39" EAST, 139.37 FEET FROM THE POINT OF BEGINNING; THENCE NORTH 09 92'39" WEST, 139.37 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 7L; THENCE EASTERLY ALONG SAID CENTER LINE 322 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 126; THENCE SOUTHEASTERLY ALONG SAID CENTER LINE OF ILLINOIS ROUTE 126,1049.7 FEET FOR THE POINT, OF BEGINNING; THENCE SOUTHWESTERLY AT RIGHT ANGLES TO SAID CENTER LINE, 339.9 FEET TO AN OLD CLAIM LINE; THENCE NORTHEASTERLY ALONG SAID OLD CLAIM LINE WHICH MAIDS AN ANGLE OF 44'21' (MEASURED CLOCKWISE FROM THE LAST DESCRIBED COURSE) 468.6 FEET TO THE CENTER LINE OF SAID ILLINOIS ROUTE 126; THENCE NORTHWESTERLY ALONG SAID CENTER LINE 328.1 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS.EXCEPT THEREFROM THE BELOW DESCRIBED PARCEL: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, KENDALL COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS WITH BEARINGS REFERENCED TO THE ILLINOIS STATE PLANE COORDINATE SYSTEM EAST ZONE (NAD83): COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 3; THENCE NORTH 01 DEGREE 35 MINUTES 30 SECONDS WEST, 1,995.04 FEET ALONG THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3 TO THE 'CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED IL 71; THENCE NORTH 69 DEGREES 55 MINUTES 19 SECONDS EAST, 31.52 FEET ALONG SAID CENTERLINE TO THE CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED IL 126; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE, 399.15 FEET ALONG A 2,17059 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING OF SOUTH 73 DEGREES 01 MINUTE 41 SECONDS EAST, 39858 FEET THENCE SOUTH 78 DEGREES 17 MINUTES 46 SECONDS EAST, 64936 FEET ALONG SAID CENTERLINE TO THE POINT OF BEGINNING. FROM THE POINT OF BEGINNING, THENCE SOUTH 78' DEGREES 17 MINUTES 46 SECONDS EAST, 172.16 FEET ALONG SAID CENTERLINE; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE, 162.08 FEET ALONG A 2,291,64 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING OF SOUTH 76 DEGREES 16 MINUTES 12 SECONDS EAST, 162.05 FEET; THENCE SOUTH 56 DEGREES 32 MINUTES 11 SECONDS WEST, 65.63 FEET; THENCE NORTH 74 DEGREES 04 MINUTES 13 SECONDS WEST, 5.13 FEET; THENCE NORTH 65 DEGREES 29 MINUTES 14 SECONDS WEST, 5057 FEET, TO THE SOUTHERLY RIGHT OF WAY LINE OF IL 126; THENCE NORTHWESTERLY, 61.11 FEET ON SAID RIGHT OF WAY LINE BEING ON A 2,251.64 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING OF NORTH 77 DEGREES 31 MINUTES 09 SECONDS WEST, 61.11 FEET; THENCE NORTH 78 DEGREES 17 MINUTES 46 SECONDS WEST, 17227 FEET ALONG SAID SOUTH RIGHT OF WAY LINE; THENCE NORTH 11 DEGREES 52 MINUTES 19 SECONDS EAST, 40.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.297 ACRE MORE OR LESS, OF WHICH 0.290 ACRE, MORE OR LESS, IS LYING WITHIN PUBLIC ROAD RIGHT OF WAY, SITUATED IN THE COUNTY OF KENDALL AND STATE OF ILLINOIS, HEREBY RELEASING AND WAVING ALL RIGHTS UNDER AND BY VIRTUE OF THE HOMESTEAD EXEMPTION LAWS OF THE STATE. March 14, 2008 Revised April 24, 2008 Revised April 28, 2008 Revised May 21, 2008 STATE OF ILLINOIS ) )ss. COUNTY OF KENDALL ) ANNEXATION AND PLANNED UNIT DEVELOPMENT AGREEMENT TO THE UNITED CITY OF YORKVILLE WINDMILL FARMS (Southwest and Southeast corner of the intersection of Illinois State Routes 126 and 71) (JAKE LAND GROUP) THIS AGREEMENT is made and entered into this u?7 *h day of JJ� ay , 2008 by and between THE UNITED CITY OF YORKVILLE, Yorkville, Illinois, a municipal corporation, located in Kendall County, Illinois (hereinafter referred to as "CITY "), and the JAKE LAND GROUP, LLC, of the County of Kendall, State of Illinois (hereinafter referred to as "OWNER/DEVELOPER "), which is the OWNER/DEVELOPER of the real property hereinafter referred to as the "PROPERTY ": WITNESSETH WHEREAS, OWNER/DEVELOPER is the owner of real property which is the subject matter of this Agreement comprising approximately 91.36 acres, more or less, and is more particularly described in the attached Exhibit "A ", which is incorporated herein by reference; and WHEREAS, a portion of the PROPERTY consisting of 78.145 acres and described by Exhibit "A -1" is located contiguous to the corporate boundaries of the CITY and is not located within the corporate boundaries of any other municipality; and WHEREAS, a portion of the PROPERTY consisting of 15.323 acres and described by Exhibit "A -2" has previously been annexed to the CITY and zoned B -3 Service Business District; and 1 �I WHEREAS, OWNER/DEVELOPER desires to annex into the CITY the PROPERTY described in the attached Exhibit "A -1" and depicted in the Annexation Plat which is attached hereto and incorporated herein as Exhibit `B" The CITY Plan Commission has considered the Petition to Annex and Zone and positively recommended the same and the City Council has heretofore both requested and approved the proposed land use and the zoning of the same at the request of OWNER/DEVELOPER; and WHEREAS, with certain limitations, the CITY agrees to allow the real property described in the attached Exhibit "A" to be zoned for Planned Unit Development (PUD) allowing uses permitted within the B -3 Service Business District on a maximum of thirty-five (35) acres located on the East Parcel as depicted on the Concept PUD Plan prepared by Schoppe Design Associates, Inc. and dated revision 17, May 8, 2008; and, the CITY agrees to allow uses permitted within the B -3 Service Business District for the real property described in Exhibit "C" on a maximum of twenty -one (2 1) acres located on the West Parcel; and the CITY agrees to allow uses permitted within the R -4 General Residence District for the real property described in the attached Exhibit "D" on a maximum of two (2) acres of the real property allowing an age - restricted age fifty -five and over single story townhomes; and the area located south of the B -3 and immediately east of the aforementioned age restricted area allowing a multi -story assisted living facility consisting of approximately three and one -half (3 ' /2) acres with a minim of ninety-nine (99) assisted living units allowed on the West Parcel as depicted on the Schoppe Design Associates, Inc. Concept PUD Plan (Exhibit "E "), and WHEREAS, the City's Comprehensive Plan, Design Guidelines identifies Illinois State Route 71 and Illinois State Route 126 as `Gateway Corridors'; and WHEREAS, all parties to this Agreement desire to set forth certain terms and conditions upon which the land heretofore described will be annexed to the CITY in an orderly manner; and WHEREAS, OWNER/DEVELOPER and its representatives have discussed the proposed annexation and have held a Public Hearing with the Plan Commission, and The City Council, prior to the execution hereof, duly published and held a public hearing was held to consider this Agreement in front of the City Council, as required by the statutes of the State of Illinois in such case made; and WHEREAS, in accordance with the powers granted to the CITY by the provisions of 65 ILCS 5/11- 15.1 -1 through 5/11- 15.1 -5 (2006), inclusive, relating to Annexation Agreements, the parties hereto wish to enter into a binding agreement with respect to the annexation and zoning of the subject Property and to provide for various other matters related directly or indirectly to the annexation of the Property in the future, as authorized by, the provisions of said statutes; and WHEREAS, pursuant to due notice and publication in the manner provided by law, the appropriate zoning authorities of the CITY have taken all further action required by the provisions of 65 ILCS 5/11- 15.1.3 (2006) and the ordinances of the CITY relating to the 2 procedure for the authorization, approval and execution of this Annexation/Planned Unit Development Agreement by the CITY. NOW THEREFORE, for and in consideration of the mutual promises and covenants herein contained, the parties agree, under the terms and authority provided in 65 ILCS 5/11- 15.1-1 through 65 ILCS 5/11- 15.1 -5 (2006), as follows: 1. ANNEXATION AND ZONING. A. The CITY shall adopt an ordinance annexing to the City all of the real property described herein in the attached Exhibit "A -1' ; furthermore, the City shall adopt an ordinance zoning the real property designated in the attached Exhibit "A" to PUD subject to all of the terms of this Agreement and as follows: i. The real property described in Exhibit "C" is allowed uses permitted within the B -3 Service Business Zoning District subject to the alterations described by Exhibit "C -1 ". Said alterations include the removal of several uses as well as the allowance for one (1) bank, one (1) daycare and one (1) gasoline filling station/gas station as depicted on the Concept PUD Plan (Exhibit "E "). ii. The real property described in Exhibit "D" is allowed uses permitted within the R -4 General Residence Zoning District. 2. SITE DEVELOPMENT A. OWNER/DEVELOPER shall develop the subject property including the preservation of open space, protection of the existing evergreen tree line on the west ! boundary of the West Parcel, and installation of a trail system, stormwater management facilities and roadway access points in general conformity with the Planned Unit Development Concept Plan dated May 8, 2008, prepared by Schoppe Design Associates, Inc. and which is attached hereto and incorporated by reference as Exhibit "E ". B. OWNER/DEVELOPER shall be responsible for providing landscaping, in conformance with CITY standards along all perimeter boundaries of the subject property. C. OWNER/DEVELOPER shall establish the landscape buffer along Illinois State Route 71 and Illinois State Route 126 outside of the proposed Right -of -Way expansion line of the Illinois Department of Transportation. Said buffer shall be a minimum of 25 feet in width. D. OWNER/DEVELOPER shall incorporate and apply all `Site Planning Principles' as defined by the CITY's "Comprehensive Land Use Plan Update Southern Study Area" Design Guidelines a copy of which sections are attached in Exhibit "F" hereto and made —3— i a part hereof E. OWNER/DEVELOPER shall relocate the existing overhead utility lines along the Illinois State Route 71 and Illinois State Route 126 frontage of the Subject Real Property prior to issuance of any building permit for the property. Said relocation shall include obtaining any and all necessary permits and approvals for the utility relocation and OWNER/DEVELOPER shall be responsible for all costs associated with said relocation. F. OWNER/DEVELOPER agrees to provide a cross - access easement allowing all adjacent properties to access to and across the commercial portions of subject PROPERTY as described by Exhibit "C" at the time of Final Plat of Subdivision. G. OWNER/DEVELOPER agrees to construct and fund the trail depicted on the Concept PUD Plan (Exhibit "E") at time of Final Plat of Subdivision. H. OWNEWDEVELOPER agrees that in all respects, the subject PROPERTY shall be developed in conformance with the terms and conditions of the Yorkville Zoning Ordinance, Subdivision Control Ordinance, Stormwater, and all other applicable Ordinances. I. OWNER/DEVELOPER, and successors, heirs, and assigns hereby agree that prior to development taking place on the PROPERTY, a site development plan shall be submitted along with approval of Preliminary Plat of Subdivision and Preliminary Engineering as well as Final Plats of Subdivision and Final Engineering prior to OWNER/DEVELOPER commencing construction on said PROPERTY. i J. The OWNER shall construct off -site right -of -way improvements within the Raintree Village subdivision to provide connection to infrastructure on Hampton Lane. The location of the said infrastructure shall be consistent with the location and typical pavement section depicted on Exhibit "G" of this Agreement. K. OWNER agrees within 45 days of a written request from the CITY, which includes legal descriptions and exhibits as necessary, the OWNER/DEVELOPER shall grant permanent and temporary construction easements as necessary for the construction of extension of City utilities and appurtenances and/or other utilities to serve the subject property and other properties within the City of Yorkville. L. Owner agrees within 45 days of a written request from the United City of Yorkville, which includes legal descriptions and exhibits as necessary, the OWNER/ DEVELOPER shall convey by Warranty Deed, fee simple title of future highway or road right of way to the State of Illinois, Kendall County or the United City of Yorkville as necessary, regardless of whether or not these right of way needs have been previously identified in this agreement. Such request for conveyance of right of way shall have no impact on any previously entitled land development density. —4— 3. CITY'S AGREEMENTS. A. (i) The CITY agrees that as to any of the non - residential use and zoning classification parcels, OWNER/DEVELOPER has no obligation to pay School Transition Fees or School -Park Land -Cash Fees. (ii) The OWNER/DEVELOPER shall pay Land -Cash Fees for schools and parks at the time of Building Permit Application. For each dwelling unit all fees listed on attached Exhibit "H" shall be charged and paid likewise at the time of application for each respective building permit. The amounts listed in Exhibit "H" will remain for a period of 5 years commencing on the date of this Agreement. Following said five (5) year period, the OWNER/DEVELOPER shall be responsible to pay said fees at a rate currently required by the CITY. B. OWNER/DEVELOPER shall be required by THE UNITED CITY OF YORKVILLE to hook -on to the City Water at the time of improving the subject property, and shall be responsible for the cost of main extensions to the PROPERTY if said mains do not touch the PROPERTY. C. Upon annexation to the CITY, the OWNER/DEVELOPER will receive police protection, 911 service, , and all services as provided by CITY to its property owners and residents. D. The CITY will require the OWNER/DEVELOPER to annex to Yorkville Bristol Sanitary District prior to the time of applying for a building permit seeking to hook up to the Sanitary District and the CITY Sanitary Sewer System. The OWNER/DEVELOPER shall be responsible for the cost of utility extensions to the PROPERTY if said utilities do not touch the PROPERTY. E. CITY will use its best efforts to support issuance of a highway access permit by IDOT to the CITY and OWNER/DEVELOPER permitting access cuts onto Illinois State Routes 126 and 71 at the approximate locations shown on the Preliminary PUD Conceptual Plan as prepared by Shoppe Design Associates, Inc. and dated January 30, 2008. 4. RIGHTS AND OBLIGATIONS OF SUCCESSORS AND ASSIGNS. It is specifically understood and agreed that OWNER/DEVELOPER and its successors and assigns shall have the right to sell transfer, mortgage and assign all or any part of the —5— subject property and the improvements thereon to other persons, trusts, partnerships, firms, or corporations, for investment, building, financing, developing and all such purposes, and that said persons, trusts, partnerships, firms, or corporations shall be entitled to the same rights and privileges and shall have the same obligations as OWNER/DEVELOPER under this Agreement and upon such transfer, the obligations pertaining to the property transferred or sold shall be the sole obligations of the transferee, except for any performance bonds or guaranties posted by OWNER/DEVELOPER on any subdivided or unimproved property for which an acceptable substitute performance bond or letter of credit has not been submitted to the CITY. 5. DORMANT SPECIAL SERVICE AREA and PROPERTY OWNER ASSOCIATION Owner/Developer agrees to incorporate covenants into the final subdivision plat that provide for the formulation of a Property Owners Association to be responsible to maintain all common facilities, including, but not limited to, private common areas, detention ponds, perimeter landscaping features and entrance signage within the Subject Realty. Owner/Developer agrees to the City enacting at the time of final plat approval, or anytime thereafter, a Dormant Special Service Area (DSSA) to act as a back up in the event that the Property Owners' Association fails to maintain the Common Facilities, including, but not limited to, private common areas, detention ponds, perimeter landscaping features and entrance signage within the Subject Realty. Owner /Developer agrees to execute any and all documentation necessary or proper to create the Dormant Special Service Area and pay any and all fees, including legal expenses, for the preparation and approval of said documentation. 6. TIME OF THE ESSENCE. It is understood and agreed by the parties hereto that time is of the essence of this Agreement and that all of the parties will make every reasonable effort, to expedite the subject matter hereof. It is further understood and agreed by the parties that the successful consummation of this Agreement requires their continued cooperation. 7. COVENANTS AND AGREEMENTS. The covenants and agreements contained in this Agreement shall be deemed to be covenants running with the land during the term of this Agreement shall inure to the benefit of and be binding upon the heirs, successors and assigns of the parties hereto, including the CITY, its corporate authorities and their successors in office, and is enforceable by order of the court pursuant to its provisions and the applicable statutes of the State of Illinois. —6— 8. BINDING EFFECT AND TERM. This Annexation Agreement shall be binding upon and inure to the benefit of the parties hereto, and their successors and owners of record of land which is the subject of this Agreement, assignee, lessees, and upon any successor municipal authorities of said city, so long as development is commenced within a period of twenty years from the date of execution of this Agreement by the CITY. 9. NOTICE. Any notices required hereunder shall be in writing and shall be served upon any other parry in writing and shall be delivered personally or sent by registered or certified mail, return receipt requested, postage prepaid, addressed as follows: If to the CITY: City Clerk 800 Game Farm Road Yorkville, IL 60560 With a copy to: Kathleen Field Orr 800 Game Farm Road Yorkville, IL 60560 To OWNER/DEVELOPER: Jake Land Group, LLC c/o 25615 Plantation Road Plainfield, IL 60544 With a copy to: Tony Perino 608 Lookery Ln. Joliet, IL 60431 And with a copy to: Law Offices of Daniel J. Kramer 1107A S. Bridge St. Yorkville, IL 60560 or to such other addresses as any party way from time to time designate in a written notice to the other parties. 10. ENFORCEABILITY. This Agreement shall be enforceable in any court of competent jurisdiction by any of the parties hereto by an appropriate action of law or in equity to secure the performance of the covenants herein contained. —7— In the event any portion of said agreement becomes unenforceable due to any change in Illinois Compiled Statutes or court decisions, said unenforceable portion of this Agreement shall be excised here from and the remaining portions thereof shall remain in full force and effect. 11. ENACTMENT OF ORDINANCES. The CITY agrees to adopt any ordinances which are required to give legal effect to the matters contained in this Agreement or to correct any technical defects which may arise after the execution of this Agreement. IN WITNESS WHEREOF, the undersigned have hereunto set their hands and seals this 1 ! 7 of Ql/ , 2008. I UNITE C TY OF YOR By: Valerie Burd, Mayor Attest: 1 City erk —8— O JAKE LAND GROUP, LLC By: _ 1SbtA@,�tZ Attest: Wbn I Prepared by and Return to: Law Offices of Daniel J. Kramer 1107A S. Bridge Street Yorkville, Illinois 60560 630.553.9500 -9- EXHIBIT LIST Exhibit "A" Legal Description— Subject Property Exhibit "A -1" Unincorporated Portion of Subject Property — Legal Description Exhibit "A -2" City of Yorkville Portion of Subject Property — Legal Description Exhibit "B" Annexation Plat Exhibit "C" B -3 Service Business District — Legal Description Exhibit "C -1" B -3 Service Business District Allowable Uses Exhibit "D" R -4 General Residence District — Legal Description Exhibit "E" Concept PUD Plan - Schoppe Design Associates Plan dated May 8, 2008 Exhibit "F" Design Guidelines of the Comprehensive Land Use Plan Update Southern Study Area Exhibit "G" Offsite Infrastructure Improvements — Raintree Village /Hampton Lane Connection Exhibit "H" Fee Schedule —10— i EXHIBIT A LEGAL DESCRIPTION THAT PART OF THE WEST HALF OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SAID SECTION 3; THENCE SOUTH 00 L4'45" EAST, ALONG THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3, L284.36 FEET; THENCE SOUTH 89 °50'00" WEST, 684.42 FEET THENCE NORTH 09 °30'00" WEST, 592.27 FEET; THENCE SOUTH 57 °33'55" WEST, 327.57 FEET TO THE EASTERLY LINE OF WING ROAD; THENCE NORTH 21 °52'29" WEST, ALONG SAID EASTERLY LINE, 705.85 FEET TO THE SOUTHERLY RIGHT -OF -WAY LINE OF ILLINOIS ROUTE 71 FOR THE POINT OF BEGINNING; THENCE SOUTH 21 °52'29" EAST, ALONG SAID EASTERLY LINE, L 19.0. FEET; THENCE NORTH 68 °07'31" EAST, PERPENDICULAR TO SAID EASTERLY LINE, 211.0 FEET; THENCE NORTH 21 °52'29" WEST, PARALLEL WITH SAID EASTERLY LINE, 131.87 FEET TO SAID SOUTHERLY RIGHT -OF -WAY LINE OF ILLINOIS ROUTE 71; THENCE SOUTHWESTERLY, ALONG SAID SOUTHERLY RIGHT -OF -WAY LINE, BEING A CURVE TO THE RIGHT WITH A RADIUS OF 11509.16 FEET, AN ARC DISTANCE OF 211.39 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS AND CONTAINING 0.6060 ACRE. THAT PART OF THE WEST HALF OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SAID SECTION 3; THENCE SOUTH 00 °14'45" EAST, ALONG THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3, 1284.36 FEET, THENCE SOUTH 89 °50'00" WEST, 684.42 FEET; THENCE NORTH 09 °30'00" WEST, 592.27 FEET FOR THE POINT OF BEGINNING; THENCE SOUTH 57 °3355" WEST, 327.57 FEET TO THE EASTERLY LINE OF WING ROAD; THENCE NORTH 21 °52'29" WEST, ALONG SAID EASTERLY LINE, 586.85 FEET TO A POINT ON SAID EASTERLY LINE WHICH IS 119.0 FEET (MEASURED ALONG SAID EASTERLY LINE) SOUTHEASTERLY OF THE SOUTHERLY RIGHT -OF -WAY LINE OF ILLINOIS ROUTE 71; THENCE NORTH 68 °07'31" EAST, PERPENDICULAR TO SAID EASTERLY LINE, 211.0 FEET; THENCE NORTH 21 °52'29" WEST, PARALLEL WITH SAID EASTERLY LINE, 131.87 FEET TO SAID SOUTHERLY RIGHT -OF -WAY LINE OF ILLINOIS ROUTE 71; THENCE NORTHEASTERLY, ALONG SAID SOUTHERLY RIGHT -OF- WAY LINE, BEING A CURVE TO THE LEFT WITH A RADIUS OF 11509.16 FEET, AN ARC DISTANCE OF 261.03 FEET TO A LINE DRAWN NORTH 09 °30'00" WEST FROM THE POINT OF BEGINNING; THENCE SOUTH 09 °30'00" EAST, ALONG SAID LINE, 695.72 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS AND CONTAINING 5.6041 ACRES. THAT PART OF THE NORTH 1/2 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 3; THENCE SOUTH 0 DEGREES, 07 MINUTES, 44 SECONDS WEST ALONG THE EAST LINE OF SAID SOUTHWEST 1/4,1284.36 FEET; THENCE NORTH 89 DEGREES, 47 MINUTES, 31 SECONDS WEST, 684.42 FEET; THENCE NORTH 09 DEGREES, 32 MINUTES, 39 SECONDS WEST, 590.03 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSIE BOYD BY A DEED DATED MATCH 25, 1929 AND RECORDED DECEMBER 14, 1938 IN DEED RECORD BOOK 88 ON PAGE 399; THENCE NORTH 09 DEGREES, 05 MINUTES, 46 SECONDS WEST, 748.40 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE TIC. 71; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11,459.20 FEET AND A RADIAL BEARING OF NORTH 26 DEGREES, 50 MINUTES, 30 SECONDS WEST AT THE LAST DESCRIBED POINT. 627.46; THENCE NORTH 60 DEGREES, 02 MINUTES, 30 SECONDS EAST ALONG SAID CENTER LINE, 332.0 FEET FOR A POINT OF BEGINNING; THENCE SOUTH 12 DEGREES, 27 MINUTES, 30 SECONDS EAST, 264.0 FEET: THENCE SOUTH 84 DEGREES, 27 MINUTES, 30 SECONDS EAST, 202.0 FEET: THENCE NORTH 0 DEGREES, 47MINUTES, 30 SECONDS WEST, 423.02 FEET TO SAID CENTER LINE: THENCE SOUTH 60 DEGREES, 02 MINUTES, 30 SECONDS WEST ALONG CENTER LINE, 291.76 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. THAT PART OF THE NORTHEAST, NORTHWEST AND SOUTHWEST QUARTERS OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER 1284.36 FEET; THENCE SOUTH 89 DEGREES 29 MINUTES 40 SECONDS WEST 680.30 FEET; THENCE NORTH 09 DEGREES 33 MINUTES 27 SECONDS WEST 10.0 FEET FOR A POINT OF BEGINNING; THENCE NORTH 09 DEGREES. 33 MINUTES 27 SECONDS WEST 579.63 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSIE BOYD BY A DEED DATED MARCH 25, 1929 AND RECORDED DECEMBER 14, 1938 IN DEED RECORD BOOK 88 ON PAGE 399; THENCE NORTH 09 DEGREES 05 MINUTES 24 SECONDS WEST ALONG THE EAST LINE OF SAID BOYD TRACT 748.57 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 71; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11, 459.20 FEET AND A RADIAL BEARING OF NORTH 26 DEGREES 49 MINUTES 16 SECONDS WEST AT THE LAST DESCRIBED POINT 627.46 FEET; THENCE NORTH 60 DEGREES 02 MINUTES 30 SECONDS EAST ALONG SAIL) CENTER LINE 332.0 FEET; THENCE SOUTH 12 DEGREES 27 MINUTES 30 SECONDS EAST 264.0 FEET; THENCE SOUTH 84 DEGREES 27 MINUTES 30 SECONDS EAST 202.0 FEET; THENCE NORTH 00 DEGREES 42 MINUTES 30 SECONDS WEST 423.02 FEET TO SAID CENTER LINE; THENCE NORTH 60 DEGREES 02 MINUTES 30 SECONDS EAST ALONG SAID CENTER LINE 412.69 FEET TO A LINE DRAWN NORTH 00 DEGREES 10 MINUTES 46 SECONDS EAST PARALLEL WITH TILE WEST LINE OF SAID NORTHEAST QUARTER, FROM A POINT ON THE SOUTH LINE OF SAID NORTHEAST QUARTER WHICH IS 598.62 FEET EASTERLY OF THE SOUTHWEST CORNER OF SAID NORTHEAST QUARTER: THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG SAID PARALLEL LINE 880.56 FEET TO SAID SOUTH LINE; THENCE SOUTH 89 DEGREES 34 MINUTES 48 SECONDS WEST ALONG SAID SOUTH LINE 598.62 FEET TO SAID SOUTHWEST CORNER; THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG SAID EAST LINE 1275.36 FEET TO A LINE DRAWN SOUTH 89 DEGREES 40 MINUTES 33 SECONDS EAST FROM THE POINT OF BEGINNING; THENCE NORTH 89 DEGREES 40 MINUTES 33 SECONDS WEST 681.94 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS THAT PART OF THE SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST 1/4; THENCE NORTH 0 DEGREES 08 MINUTES 09 SECONDS WEST ALONG THE WEST LINE OF SAID SOUTHWEST 1/4,798.60 FEET TO AN OLD CLAIM LINE; THENCE NORTH 57 DEGREES 59 MINUTES 05 SECONDS EAST ALONG SAID OLD CLAIM LINE 299.00 FEET FOR A POINT OF BEGINNING; THENCE SOUTH 1 DEGREE 51 MINUTES 32 SECONDS WEST, 402.10 FEET; THENCE SOUTH 59 DEGREES 55 MINUTES., 25 SECONDS EAST, 256.51 FEET; THENCE NORTH 59 DEGREES 55 MINUTES 25 SECONDS EAST 355.65 FEET; THENCE NORTH 62 DEGREES 43 MINUTES 29 SECONDS EAST, 853.57 FEET; THENCE NORTH 33 DEGREES 24 MINUTES 40 SECONDS EAST,. 542.27 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NUMBER 126; THENCE NORTHWESTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 2292.01 FEET AND A RADIAL BEARING OF SOUTH 29 DEGREES 23 MINUTES 51 SECONDS WEST AT THE LAST DESCRIBED POINT, 358.41 FEET TO A POINT WHICH IS 151.00 FEET, AS MEASURED ALONG SAID CENTER LINE, SOUTHEASTERLY OF THE INTERSECTION OF SAID CENTER LINE AND SAID OLD CLAIM LINE; THENCE SOUTH 45 DEGREES 05 MINUTES 49 SECONDS WEST, 265.70 FEET; THENCE SOUTH 73 DEGREES 54 MINUTES 28 SECONDS WEST, 102.86 FEET; THENCE SOUTH 84 DEGREES 11 MINUTES 54 SECONDS WEST, 280.96 FEET; THENCE NORTH 32 DEGREES 00 MINUTES 55 SECONDS WEST, 24.19 FEET TO SAID OLD CLAIM LIRE; THENCE SOUTH 87 DEGREES 59 MINUTES 05 SECONDS WEST ALONG SAID OLD CLAIM LINE 789.92 FEET TO THE POINT OP BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. A PERPETUAL EASEMENT FOR THE OPERATION, MAINTENANCE AND USE OF A SEPTIC FIELD FOR THE BENEFIT OF PARCEL ONE HEREINABOVE DESCRIBED, UNDER AND UPON THE FOLLOWING DESCRIBED PARCEL OF REAL ESTATE CONTIGUOUS TO PARCEL ONE TO WIT: COMMENCING AT THE MOST NORTHERLY CORNER OF PARCEL ONE HEREINABOVE DESCRIBED ON THE CENTER LINE OF ILLINOIS STATE ROUTE NUMBER 126; THENCE SOUTH 45 DEGREES 05 MINUTES 49 SECONDS WEST, 47.12 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF ILLINOIS STATE ROUTE NUMBER 126, FOR THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 45 DEGREES 05 MINUTES 49 SECONDS WEST, 105.0 FEET; THENCE NORTH 32 DEGREES 08 MINUTES 38 SECONDS WEST, 152.18 FEET; THENCE SOUTH 76 DEGREES 09 MINUTES 49 SECONDS EAST, 5.28 PEEP; THENCE SOUTH 70 DEGREES 39 MINUTES 49 SECONDS EAST, 158.65 FEET, TO THE POINT OP BEGINNING IN KENDALL TOWNSHIP, ALL IN KENDALL COUNTY ILLINOIS. THAT PART OF THE SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST 1/4; THENCE NORTHERLY ALONG THE WEST LINE OF SAID SOUTHWEST 1/4,798.60 FEET TO AN OLD CLAIM LINE; THENCE NORTHERLY ALONG SAD WEST LINE, 1118.27 FEET A POINT OF BEGINNING THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 28 DEGREES 33 MINUTES 54 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 228.53 FEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 178 DEGREES 11 MINUTES 35 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 112.67 FEET TO A LINE DRAWN PARALLEL WITH AND 160.0 FEET NORMALLY DISTANT, EASTERLY OF SAID WEST LINE; THENCE SOUTHERLY ALONG SAIL) PARALLEL LINE, 717.44 FEET TO SAID CLAIM LINE; THENCE NORTHEASTERLY ALONG SAD CLAIM LINE, 941.92 FEET TO A POINT ON A LINE DRAWN SOUTHWESTERLY, PERPENDICULAR TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 126 FROM A POINT ON SAID CENTER LINE WHICH IS 1049.70 FEET, AS MEASURED ALONG SAID CENTER LINE, SOUTHEASTERLY OF THE INTERSECTION OF SAD CENTER LINE WITH THE CENTER LINE OF ILLINOIS STATE ROUTE 71; THENCE NORTHEASTERLY TO SAID POINT ON SAID CENTER LINE OF ILLINOIS ROUTE 126 AFORESAID; THENCE NORTHWESTERLY ALONG SAID ROUTE 126 CENTER LINE AND TO SAID ROUTE 71 CENTER LINE; THENCE SOUTHWESTERLY ALONG SAID ROUTE 71 CENTER LINE, 30.58 FEET TO SAID WEST LINE; THENCE SOUTHERLY ALONG SAID WEST LINE, 78.83 FEET, TO THE POINT OF BEGINNING (EXCEPTING THEREFROM THAT PART OF THE SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT HE SOUTHWEST CORN R OF SAID SECTION. 3; THENCE NORTH 00 DEGREES 00 MINUTES 38 SECONDS EAST, ON A BEARING REFERENCED TO AN ASSUMED NORTH, 1925.21 FEET ON THE WEST LINE OF SAID SOUTHWEST 1/4; THENCE SOUTH 89 DEGREES 59 MINUTES 22 SECONDS EAST 58.55 FEET TO THE EXISTING SOUTHEASTERLY RIGHT OF WAY LINE -OF A.F.A.P. ROUTE 311 (IL ROUTE 71) AND THE POINT OF BEGINNING; THENCE NORTH 72 DEGREES 34 MINUTES 00 SECONDS EAST 35.28 FEET ON SAID SOUTHEASTERLY RIGHT OF WAY LINE TO THE SOUTHERLY RIGHT OF WAY LINE OF S.B.I. ROUTE 66 (IL ROUTE 126); THENCE SOUTH 70 DEGREES 08 MINUTES 35 SECONDS EAST 125.66 FEET ON SAID SOUTHERLY RIGHT OF WAY LINE; THENCE NORTH 81 DEGREES 09 MINUTES 04 SECONDS WEST 51.85 FEET; THENCE NORTH 76 DEGREES 30 MINUTES 40 SECONDS WEST 103.47 FEET TO THE POINT OF BEGINNING), IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. THAT PART OF THE SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST) /4; THENCE NORTHERLY ALONG THE WEST LINE OF SAID SOUTHWEST 1/4,798.60 FEET TO AN OLD CLAIM LINE FOR A POINT OF BEGINNING; THENCE NORTHERLY ALONG SAID WEST LINE, 1118.27 FEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AND ANGLE OF 28 DEGREES 33 MINUTES 54 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURE) COUNTERCLOCKWISE THEREFROM, 228.53 FEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 178 DEGREES 11 MINUTES 35 SECONDS WITH TILE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 112.67 FEET TO A LINE DRAWN PARALLEL WITH AN) 160.0 FEET NORMALLY DISTANT, EASTERLY OF SAID WEST LINE; THENCE SOUTHERLY ALONG SAID PARALLEL LINE, 717.44 FEET TO SAID CLAIM LINE; THENCE SOUTHWESTERLY ALONG SAID CLAIM LINE, 188.42 FEET TO THE POINT OF BEGINNING, IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL. MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 71; THENCE NORTHEASTERLY ALONG THE SAID CENTER LINE OF ILLINOIS ROUTE 71, 1411.3 FEET TO THE CENTER LINE EXTENDED NORTHWESTERLY OF THE PUBLIC ROAD RUNNING SOUTHEASTERLY FROM SAID ILLINOIS ROUTE 71, COMMONLY KNOWN AS WING ROAD; THENCE SOUTHEASTERLY ALONG TILE EXTENDED CENTER LINE AND THE CENTER LINE OF SAID PUBLIC ROAD, BEING ALONG A LINE THAT FORMS AN ANGLE OF 93 DEGREES 25' TO THE RIGHT WITH THE PROLONGATION NORTHEASTERLY OF THE TANGENT TO THE CENTER LINE OF SAID ILLINOIS ROUTE 71 AT THE LAST DESCRIBED POINT, 761 FEET FOR THE POINT OF BEGINNING; THENCE SOUTHWESTERLY ALONG A LINE THAT FORMS AN ANGLE OF 79 DEGREES 47' TO THE RIGHT WITH THE PROLONGATION OF THE LAST DESCRIBED LINE 265.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 126; THENCE SOUTHEASTERLY ALONG SAID CENTER LINT OF ILLINOIS ROUTE 126 TO THE CENTER LINE OF THE EASTERLY FORK OF THE PUBLIC ROAD AFORESAID WHICH RUNS SOUTHEASTERLY FROM SAID ILLINOIS ROUTE 71; THENCE NORTHWESTERLY ALONG THE CENTER LINE OF SAID PUBLIC ROAD TO THE POINT OF BEGINNING; TO THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. GRANTEE HEREBY ASSUMES AND AGREES TO PAY THE UNPAID BALANCE ON THE EXISTING MORTGAGE RECORDED IN BOOK PAGE, THE DEBT SECURED THEREBY AND ALSO HEREBY ASSUMES -THE OBLIGATIONS UNDER THE TERN OF THE INSTRUMENTS CREATING THE LOANS DOCUMENT NO. 79 -1053. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE - NORTH 00 DEGREES 08 MINUTES 14 SECONDS WEST ALONG -THE WEST LINE OF SAID SOUTHWEST QUARTER, - 1,995.75 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 71; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID CENTER LINE 30.45 FEET TO THE POINT OF INTERSECTION OF SAID CENTER LINE WITH CENTER LINE OF ILLINOIS STATE ROUTE NO. 126 FOR THE POINT OF BEGINNING; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID ROUTE 71 CENTER LINE 230.67 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO -THE. LEFT HAVING A RADIUS OF 11,459.20 FEET WHICH IS TANGENT TO THE LAST DESCRIBED COURSE AT THE LAST DESCRIBED POINT AT THE LAST DESCRIPTION POINT, 1,141.60 FEET TO THE INTERSECTION WITH THE- CENTER LINE EXTENDED NORTHWESTERLY OF WING ROAD; THENCE SOUTH 21 DEGREES 30 MINUTES 13 SECONDS EAST ALONG SAID WING ROAD CENTER LINE 761.0 FEET: THENCE SOUTH 58 DEGREES 16 MINUTES 47 SECONDS WEST 265.35 FEET TO SAID ROUTE 126 CENTER LINE; THENCE NORTHWESTERLY ALONG SAID ROUTE 126 CENTER LINE BEING ALONG A CURVE TO THE LEFT AND HAVING A RADIUS OF 2,292.01 FEET WHICH IS TANGENT TO A LINE DRAWN NORTH 72 DEGREES 57 MINUTES 06 SECONDS WEST FROM THE LAST DESCRIBED POINT 147.93 FEET; THENCE NORTH 16 DEGREES 38 MINUTES 49 SECONDS WEST ALONG SAID ROUTE 126 CENTERLINE 850.98 FEET; THENCE NORTHWESTERLY ALONG SAID ROUTE 126 CENTERLINE BEING ALONG A CURVE TO THE RIGHT AND HAVING A RADIUS OF 2,148.79 FEET WHICH IS TANGENT TO THE LAST DESCRIBED COURSE AT THE LAST DESCRIBED POINT, 383.53 FEET TO THE POINT OF BEGINNING, EXCEPTING THEREFROM THAT PART DESCRIBED AS FOLLOWS: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36- NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE - SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 00 DEGREES 08 MINUTES 14 SECONDS WEST ALONG -THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.75 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE 71; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID ROUTE 71 CENTER LINE 261.12 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 15,459.20 FEET WHICH IS TANGENT TO THE LAST - DESCRIBED COURSE 1141.60 FEET TO THE INTERSECTION -WITH THE CENTER LINE EXTENDED NORTHWESTERLY OF WING ROAD FOR THE POINT OF BEGINNING(THENCE SOUTH 21 DEGREES 30 MINUTES 13 SECONDS EAST ALONG SAID WING ROAD CENTER LINE 258.05 FEET; THENCE SOUTH 58 DEGREES 29 MINUTES 47 SECONDS WEST 200.0 FEET; THENCE NORTH 21 DEGREES 30 MINUTES 13 SECONDS WEST PARALLEL WITH SAID WING ROAD CENTER LINE 250.0 FEET TO SAID ROUTE 71 CENTER LINE; THENCE NORTHEASTERLY ALONG SAID ROUTE71 CENTER LINE 200.16 FEET TO THE POINT OF BEGINNING, IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, (ILLINOIS, AND ALSO EXCEPTING, THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3 IN TOWNSHIP 38 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, KENDALL COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS WITH BEARINGS REFERENCED TO THE ILLINOIS STATE PLANE COORDINATE SYSTEM EAST ZONE (NAD83): COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 3; THENCE NORTH 01 DEGREE 35 MINUTES 30 SECONDS WEST, 1,995.04 FEET ALONG THE WEST LINE OF SAID SOUTHWEST 1/4 TO THE CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED IL 71; THENCE NORTH 69 DEGREES 55 MINUTES 19 SECONDS EAST, 31.52 FEET ALONG SAID CENTERLINE TO THE POINT OF BEGINNINGYROM THE POINT OF BEGINNING; THENCE NORTH 69 DEGREES 55 MINUTES 19 SECONDS EAST, 230.66 FEET ALONG SAID CENTERLINE; THENCE NORTHEASTERLY, 940.56 FEET ALONG AN 11,479.02 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING NORTH 67 DEGREES 34 MINUTES 29 SECONDS EAST, 940.31 FEET; THENCE SOUTH 22 DEGREES 56 MINUTES 31 SECONDS EAST, 60.03 FEET; THENCE SOUTHWESTERLY, 418.10 FEET ON AN 11,539.02 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING SOUTH 66 DEGREES 16 MINUTES 29 SECONDS WEST, 418,08 FEET; THENCE SOUTH 59 DEGREES 24 MINUTES 09 SECONDS WEST, 7 1. 10 FEET; THENCE SOUTH 25 DEGREES 14 MINUTES 24 SECONDS WEST, 60.52 FEET; THENCE SOUTHEASTERLY, 570.87. FEET ON AN 675.00 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING SOUTH 55 DEGREES 22 MINUTES 46 SECONDS EAST, 560.80 FEET; THENCE SOUTH 74 DEGREES 04 MINUTES 13 SECONDS EAST. 274.41 FEET; THENCE SOUTH 64 DEGREES 05 MINUTES 29 SECONDS EAST, 35.85 FEET; THENCE SOUTH 55 DEGREES 49 MINUTES 00- SECONDS WEST, 64.56 FEET TO THE CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED IL 126; THENCE NORTHWESTERLY, 162.08 FEET ON SAID CENTERLINE BEING A 2,29L.64 FOOT RADIUS CURVE TO TILE LEFT HAVING A CHORD BEARING NORTH 76 DEGREES 16 MINUTES 12 SECONDS WEST, 162.05 FEET; THENCE NORTH 78 DEGREES 17 MINUTES 46 SECONDS WEST, 357.37 FEET ON SAID CENTERLINE; THENCE NORTH 53 DEGREES 52 MINUTES 46 SECONDS WEST, 96.76 FEET TO THE EXISTING NORTHERLY RIGHT OF WAY LINE OF IL 126; THENCE NORTHWESTERLY, 297.03 FEET ON A 990.00 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING NORTH 45 DEGREES 17 MINUTES 03 SECONDS WEST, 295.92 FEET; THENCE NORTH 36 DEGREES 39 MINUTES 21 SECONDS WEST, 23.77 FEET; THENCE NORTH 77 DEGREES 19 MINUTES 36 SECONDS WEST, 64.74 FEET; THENCE SOUTH 69 DEGREES 03 i MINUTES 36 SECONDS WEST, 100,61 FEET; THENCE SOUTH 69 DEGREES 55 MINUTES 52 SECONDS WEST, 149.98 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF SAID IL 71; THENCE SOUTH 65 DEGREES 32 MINUTES 40 SECONDS WEST, 113.94 FEET TO THE CENTERLINE OF SAID IL 126; THENCE NORTHWESTERLY, 119.55 FEET ON SAID CENTERLINE BEING A 2,170.59 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING NORTH 69 DEGREES 20 MINUTES 17 SECONDS WEST, 119.54 FEET TO THE POINT OF BEGINNING. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 07'44 "EAST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER 1236.84 FEET TO A POINT ON SAID EAST LINE WHICH IS 1284.36 FEET SOUTH OF THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 89 °47'31" WEST, 684.42 FEET; THENCE NORTH 09 °32'39" WEST, 590.03 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSIE BOYD BY DEED DATED MARCH 25, 1929 AND RECORDED DECEMBER 14, 1938 IN DEED RECORD 88 ON PAGE 399, FOR THE POINT OF BEGINNING; THENCE SOUTH 57 °58'56" WEST ALONG THE SOUTHERLY LINE OF SAID BOYD TRACTAND SAID SOUTHERLY LINE EXTENDED 352.89 FEET TO THE CENTER LINE OF WING ROAD; THENCE SOUTH 21 °28'35" EAST ALONG SAID CENTERLINE 131.00 FEET; THENCE NORTH 57 °5856" EAST PARALLEL WITH SAID SOUTHERLY LINE 323.58 FEET TO A POINT WHICH IS SOUTH 09 °32'39" EAST, 139.37 FEET FROM THE POINT OF BEGINNING; THENCE NORTH 09 °32'39" WEST, 139.37 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 71,; T14ENCE EASTERLY ALONG SAID CENTER LINE 32.2 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 126; THENCE SOUTHEASTERLY ALONG SAID CENTER LINE OF ILLINOIS ROUTE 126, 1049.7 FEET FOR THE POINT, OF BEGINNING; THENCE SOUTHWESTERLY AT RIGHT ANGLES TO SAID CENTER LINE, 339.9 FEET TO AN OLD CLAIM LINE; THENCE NORTHEASTERLY ALONG SAID OLD CLAIM LINE WHICH MAKES AN ANGLE OF 44'21' (MEASURED CLOCKWISE FROM THE LAST DESCRIBED COURSE) 468.6 FEET TO THE CENTER LINE OF SAID ILLINOIS ROUTE 126; THENCE NORTHWESTERLY ALONG SAID CENTER LINE 328.1 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. EXCEPT THEREFROM THE BELOW DESCRIBED PARCEL: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, KENDALL COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS WITH BEARINGS REFERENCED TO THE ILLINOIS STATE PLANE COORDINATE SYSTEM EAST ZONE (NAD83): COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 3; THENCE NORTH O1 DEGREE 35 MINUTES 30 SECONDS WEST, 1,995.04 FEET ALONG THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3 TO THE `CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED IL 71; THENCE NORTH 69 DEGREES 55 MINUTES 19 SECONDS EAST, 31.52 FEET ALONG SAID CENTERLINE TO THE CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED IL 126; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE, 399.15 FEET ALONG A 2,170.59 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING OF SOUTH 73 DEGREES O1 MINUTE 41 SECONDS EAST, 398.58 FEET THENCE SOUTH 78 DEGREES 17 MINUTES 46 SECONDS EAST, 649.36 FEET ALONG SAID CENTERLINE TO THE POINT OF BEGINNING. FROM THE POINT OF BEGINNING, THENCE SOUTH 78' DEGREES 17 MINUTES 46 SECONDS EAST, 172.16 FEET ALONG SAID CENTERLINE; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE, 162.08 FEET ALONG A 2,291,64 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING OF SOUTH 76 DEGREES 16 MINUTES 12 SECONDS EAST, 162.05 FEET; THENCE SOUTH 56 DEGREES 32 MINUTES 11 SECONDS WEST, 65.63 FEET; THENCE NORTH 74 DEGREES 04 MINUTES 13 SECONDS WEST, 5.13 FEET; THENCE NORTH 65 DEGREES 29 MINUTES 14 SECONDS WEST, 50.57 FEET, TO THE SOUTHERLY RIGHT OF WAY LINE OF IL 126; THENCE NORTHWESTERLY, 61.11 FEET ON SAID RIGHT OF WAY LINE BEING ON A 2,251.64 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING OF NORTH 77 DEGREES 31 MINUTES 09 SECONDS WEST, 61.11 FEET; THENCE NORTH 78 DEGREES 17 MINUTES 46 SECONDS WEST, 172.27 FEET ALONG SAID SOUTH RIGHT OF WAY LINE; THENCE NORTH 1 I DEGREES 52 MINUTES 19 SECONDS EAST, 40.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.297 ACRE MORE OR LESS, OF WHICH 0.290 ACRE, MORE OR LESS, IS LYING WITHIN PUBLIC ROAD RIGHT OF WAY, SITUATED IN THE COUNTY OF KENDALL AND STATE OF ILLINOIS, HEREBY RELEASING AND WAVING ALL RIGHTS UNDER AND BY VIRTUE OF THE HOMESTEAD EXEMPTION LAWS OF THE STATE. i EXHIBIT A -1 PARCEL "B" DESCRIPTION THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 0 DEGREES 7 MINUTES 44 SECONDS EAST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER 1,236.84 FEET TO A POINT ON SAID EAST LINE WHICH IS 1284.36 FEET SOUTH OF THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 89 DEGREES 47 MINUTES 31 SECONDS WEST, 684.42 FEET; THENCE NORTH 09 DEGREES 32 MINUTES 39 SECONDS WEST, 590.03 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSIE BOYD BY DEED DATED MARCH 25, 1929 AND RECORDED DECEMBER 14, 1938 IN DEED RECORD 88 ON PAGE 399 FOR THE POINT OF BEGINNING; THENCE SOUTH 57 DEGREES 58 MINUTES 56 SECONDS WEST ALONG THE SOUTHERLY LINE OF SAID BOYD TRACT AND SAID SOUTHERLY LINE EXTENDED 352.89 FEET TO THE CENTER LINE OF WING ROAD; THENCE SOUTH 21 DEGREES 28 MINUTES 35 SECONDS EAST ALONG SAID CENTER LINE 131.0 FEET; THENCE NORTH 57 DEGREES 58 MINUTES 56 SECONDS EAST PARALLEL WITH SAID SOUTHERLY LINE 323.58 FEET TO A POINT WHICH IS SOUTH 09 DEGREES 32 MINUTES 39 SECONDS EAST, 139.37 FEET FROM THE POINT OF BEGINNING; THENCE NORTH 09 DEGREES 32 MINUTES 39 SECONDS WEST, 139.37 FEET TO THE POINT OF BEGINNING; IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. PARCEL "D" DESCRIPTION THAT PART OF THE NORTHEAST, NORTHWEST AND SOUTHWEST QUARTERS OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER, 1,284.36 FEET; THENCE SOUTH 89 DEGREES 29 MINUTES 40 SECONDS WEST, 680.30 FEET; THENCE NORTH 09 DEGREES 33 MINUTES 27 SECONDS WEST, 10.0 FEET FOR A POINT OF BEGINNING; THENCE NORTH 09 DEGREES 33 MINUTES 27 SECONDS WEST, 579.53 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSIE BOYD BY A DEED DATED MARCH 25, 1929 AND RECORDED DECEMBER 14, 1938 IN DEED RECORD BOOK 88 ON PAGE 399; THENCE NORTH 09 DEGREES 05 MINUTES 24 SECONDS WEST ALONG THE EAST LINE OF SAID BOYD TRACT, 748.57 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 71; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11,459.20 FEET AND A RADIAL BEARING OF NORTH 26 DEGREES 49 MINUTES 16 SECONDS WEST AT THE LAST DESCRIBED POINT, 627.46 FEET; THENCE NORTH 60 DEGREES 02 MINUTES 30 SECONDS EAST ALONG SAID CENTER LINE, 332.0 FEET; THENCE SOUTH 12 DEGREES 27 MINUTES 30 SECONDS EAST, 264.0 FEET; THENCE SOUTH 84 DEGREES 27 MINUTES 30 SECONDS EAST, 202.0 FEET; THENCE NORTH 00 DEGREES 42 MINUTES 30 SECONDS WEST, 423.02 1 I EXHIBIT A -1 FEET TO SAID CENTER LINE; THENCE NORTH 60 DEGREES 02 MINUTES 30 SECONDS EAST ALONG SAID CENTER LINE, 472.59 FEET TO A LINE DRAWN NORTH 00 DEGREES 10 MINUTES 48 SECONDS EAST PARALLEL WITH THE WEST LINE OF SAID NORTHEAST QUARTER, FROM A POINT ON THE SOUTH LINE OF SAID NORTHEAST QUARTER WHICH IS 598.62 FEET EASTERLY OF THE SOUTHWEST CORNER OF SAID NORTHEAST QUARTER; THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG SAID PARALLEL LINE, 880.56 FEET TO SAID SOUTH LINE; THENCE SOUTH 89 DEGREES 34 MINUTES 48 SECONDS WEST ALONG SAID SOUTH LINE, 598.62 FEET TO SAID SOUTHWEST CORNER; THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG SAID EAST LINE, 1275.36 FEET TO A LINE DRAWN SOUTH 89 DEGREES 40 MINUTES 33 SECONDS EAST FROM THE POINT OF BEGINNING; THENCE NORTH 89 DEGREES 40 MINUTES 33 SECONDS WEST, 681.94 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. I PARCEL " E " DESCRIPTION THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 0 DEGREES 08 MINUTES 09 SECONDS WEST ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER, 798.60 FEET TO AN OLD CLAIM LINE; THENCE NORTH 57 DEGREES 59 MINUTES 05 SECONDS EAST ALONG SAID OLD CLAIM LINE, 299.00 FEET FOR A POINT OF BEGINNING; THENCE SOUTH 1 DEGREE 51 MINUTES 32 SECONDS WEST, 402.10 FEET; THENCE SOUTH 59 DEGREES 25 MINUTES 54 SECONDS EAST, 256.51 FEET; THENCE NORTH 59 DEGREES 55 MINUTES 25 SECONDS EAST, 355.65 FEET; THENCE NORTH 62 DEGREES 43 MINUTES 29 SECONDS EAST, 853.57 FEET; THENCE NORTH 33 DEGREES 24 MINUTES 40 SECONDS EAST, 542.27 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NUMBER 126; THENCE NORTHWESTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A j RADIUS OF 2,292.01 FEET AND A RADIAL BEARING OF SOUTH 29 DEGREES 23 MINUTES 51 SECONDS WEST AT THE LAST DESCRIBED POINT, 358.41 FEET TO A POINT WHICH IS 151.00 FEET, AS MEASURED ALONG SAID CENTER LINE, SOUTHEASTERLY OF THE INTERSECTION OF SAID CENTER LINE AND SAID OLD CLAIM LINE; THENCE SOUTH 45 DEGREES 05 MINUTE 49 SECONDS WEST, 265.70 FEET; THENCE SOUTH 73 DEGREES 54 MINUTES 28 SECONDS WEST, 102.86 FEET; THENCE SOUTH 84 DEGREES 11 MINUTES 54 SECONDS WEST, 280.96 FEET; THENCE NORTH 32 DEGREES 00 MINUTES 55 SECONDS WEST, 24.19 FEET TO SAID OLD CLAIM LINE; THENCE SOUTH 87 DEGREES 59 MINUTES 05 SECONDS WEST ALONG SAID OLD CLAIM LINE, 789.92 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. 2 EXHIBIT A -1 PARCEL "F" DESCRIPTION THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; j THENCE NORTHERLY ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER, 798.60 FEET TO AN OLD CLAIM LINE; THENCE NORTHERLY ALONG SAID WEST LINE, 1118.27 FEET FOR A POINT OF BEGINNING; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 28 DEGREES 33 MINUTES 54 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 228.53 FEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 178 DEGREES 11 MINUTES 35 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 112.67 FEET TO A LINE DRAWN PARALLEL WITH AND 160.0 FEET NORMALLY DISTANT, EASTERLY OF SAID WEST LINE; THENCE SOUTHERLY ALONG SAID PARALLEL LINE, 717.44 FEET TO SAID CLAIM LINE; THENCE NORTHEASTERLY ALONG SAID CLAIM LINE, 941.92 FEET TO A POINT ON A LINE DRAWN SOUTHWESTERLY, PERPENDICULAR TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 126 FROM A POINT ON SAID CENTER LINE WHICH IS 1,049.70 FEET, AS MEASURED ALONG SAID CENTER LINE, SOUTHEASTERLY OF THE INTERSECTION OF SAID CENTER LINE WITH THE CENTER LINE OF ILLINOIS STATE ROUTE 71, THENCE NORTHEASTERLY TO SAID POINT ON SAID CENTER LINE OF ILLINOIS ROUTE 126 AFORESAID; THENCE NORTHWESTERLY ALONG SAID ROUTE 126 CENTER LINE AND TO SAID ROUTE 71 CENTER LINE; THENCE SOUTHWESTERLY ALONG SAID ROUTE 71 CENTER LINE, 30.58 FEET TO SAID WEST LINE; THENCE SOUTHERLY ALONG SAID WEST LINE, 78.83 FEET, TO THE POINT OF BEGINNING (EXCEPTING THEREFROM THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 3; THENCE NORTH 00 DEGREES 00 MINUTES 38 SECONDS EAST, ON A BEARING REFERENCED TO AN ASSUMED NORTH, 1,925.21 FEET ON THE WEST LINE OF SAID SOUTHWEST QUARTER; THENCE SOUTH 89 DEGREES 59 MINUTES 22 SECONDS EAST, 58.55 FEET TO THE EXISTING SOUTHEASTERLY RIGHT OF WAY LINE OF A F.A.P. ROUTE 311 (IL ROUTE 71) AND THE POINT OF BEGINNING; THENCE NORTH 72 DEGREES 34 MINUTES 00 SECONDS EAST, 35.28 FEET ON SAID SOUTHEASTERLY RIGHT OF WAY LINE TO THE SOUTHERLY RIGHT OF WAY LINE OF S.B.I. ROUTE 66 (IL ROUTE 126); THENCE SOUTH 70 DEGREES 08 MINUTES 35 SECONDS EAST, 125.66 FEET ON SAID SOUTHERLY RIGHT OF WAY LINE; THENCE NORTH 81 DEGREES 09 MINUTES 04 SECONDS WEST, 51.85 FEET; THENCE NORTH 76 DEGREES 30 MINUTES 40 SECONDS WEST, 103.47 FEET TO THE POINT OF BEGINNING, IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. PARCEL "G" DESCRIPTION THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: 3 EXHIBIT A -1 COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTHERLY ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER, 798.60 FEET TO AN OLD CLAIM LINE FOR A POINT OF BEGINNING; THENCE NORTHERLY ALONG SAID WEST LINE, 1,118.27 FEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 28 DEGREES 33 MINUTES 54 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 228.53 FEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 178 DEGREES 11 MINUTES 35 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 112.67 FEET TO A LINE DRAWN PARALLEL WITH AND 160.0 FEET NORMALLY DISTANT, EASTERLY OF SAID WEST LINE; THENCE SOUTHERLY ALONG SAID PARALLEL LINE, 717.44 FEET TO SAID CLAIM LINE; THENCE SOUTHWESTERLY ALONG SAID CLAIM LINE, 188.42 FEET TO THE POINT OF BEGINNING, IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. PARCEL "J" DESCRIPTION THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 71; THENCE NORTHEASTERLY ALONG THE SAID CENTER LINE OF ILLINOIS ROUTE 71, A DISTANCE OF 1411.3 FEET TO THE CENTER LINE EXTENDED NORTHWESTERLY OF THE PUBLIC ROAD RUNNING SOUTHEASTERLY FROM SAID ILLINOIS ROUTE 71, COMMONLY KNOWN AS WING ROAD; THENCE SOUTHEASTERLY ALONG THE EXTENDED CENTER LINE AND THE CENTER LINE OF SAID PUBLIC ROAD, BEING ALONG A LINE THAT FORMS AN ANGLE OF 93 DEGREES 25 MINUTES TO THE RIGHT WITH THE PROLONGATION NORTHEASTERLY OF THE TANGENT TO THE CENTER LINE OF SAID ILLINOIS ROUTE 71 AT THE LAST DESCRIBED POINT, 761 FEET FOR THE POINT OF BEGINNING; THENCE SOUTHWESTERLY ALONG A LINE THAT FORMS AN ANGLE OF 79 DEGREES 47 MINUTES TO THE RIGHT WITH THE PROLONGATION OF THE LAST DESCRIBED LINE, 265.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 126; THENCE SOUTHEASTERLY ALONG SAID CENTER LINE OF ILLINOIS ROUTE 126 TO THE CENTER LINE OF THE EASTERLY FORK OF THE PUBLIC ROAD AFORESAID WHICH RUNS SOUTHEASTERLY FROM SAID ILLINOIS ROUTE 71; THENCE NORTHWESTERLY ALONG THE CENTER LINE OF SAID PUBLIC ROAD TO THE POINT OF BEGINNING; IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. PARCEL "K" DESCRIPTION THAT PART OF THE NORTH HALF OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: 4 EXHIBIT A -1 COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 3; THENCE SOUTH 0 DEGREES 07 MINUTES 44 SECONDS WEST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER, 1284.36 FEET; THENCE NORTH 89 DEGREES 47 MINUTES 31 SECONDS WEST, 684.42 FEET; THENCE NORTH 09 DEGREES 32 MINUTES 39 SECONDS WEST, 590.03 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSIE BOYD BY A DEED DATED MARCH 25, 1929 AND RECORDED DECEMBER 14, 1938 IN DEED RECORD BOOK 88 ON PAGE 399; THENCE NORTH 09 DEGREES 05 MINUTES 46 SECONDS WEST, 748.40 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 71; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11,459.20 FEET AND A RADIAL BEARING OF NORTH 26 DEGREES 50 MINUTES 30 SECONDS WEST AT THE LAST DESCRIBED POINT, 627.46 FEET; THENCE NORTH 60 DEGREES 02 MINUTES 30 SECONDS EAST ALONG SAID CENTER LINE, 332.0 FEET FOR A POINT OF BEGINNING; THENCE SOUTH 12 DEGREES 27 MINUTES 30 SECONDS EAST, 264.0 FEET; THENCE SOUTH 84 DEGREES 27 MINUTES 30 SECONDS EAST, 202.0 FEET; THENCE NORTH 0 DEGREES 42 MINUTES 30 SECONDS WEST, 432.02 FEET TO SAID CENTER LINE; THENCE SOUTH 60 DEGREES 02 MINUTES 30 SECONDS WEST, ALONG CENTER LINE, 291.76 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. PARCEL "L" DESCRIPTION THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 71; THENCE EASTERLY ALONG SAID CENTER LINE 32.2 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 126; THENCE SOUTHEASTERLY ALONG SAID CENTER LINE OF ILLINOIS ROUTE 126, 1049.7 FEET FOR THE POINT OF BEGINNING; THENCE SOUTHWESTERLY AT RIGHT ANGLES TO SAID CENTER LINE, 339.9 FEET TO AN OLD CLAIM LINE; THENCE NORTHEASTERLY ALONG SAID OLD CLAIM LINE WHICH MAKES AN ANGLE OF 44 DEGREES 21 MINUTES (MEASURED CLOCKWISE FROM THE LAST DESCRIBED COURSE) 468.6 FEET TO THE CENTER LINE OF SAID ILLINOIS ROUTE 126; THENCE NORTHWESTERLY ALONG SAID CENTER LINE 328.1 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS, EXCEPT THAT PREVIOUSLY ANNEXED. (PARCELS CONTAIN 78.145 ACRES MORE OR LESS.) 5 EXHIBIT A -2 PARCEL "A" DESCRIPTION THAT PART OF THE WEST HALF OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SAID SECTION 3; THENCE SOUTH 00 DEGREES 14 MINUTES 45 SECONDS EAST ALONG THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3, 1,284.36 FEET; THENCE SOUTH 89 DEGREES 50 MINUTES 00 SECONDS WEST, 684.42 FEET; THENCE NORTH 09 DEGREES 30 MINUTES 00 SECONDS WEST, 592.27 FEET FOR THE POINT j OF BEGINNING; THENCE SOUTH 57 DEGREES 33 MINUTES 55 SECONDS WEST, 327.57 FEET TO THE EASTERLY LINE OF WING ROAD; THENCE NORTH 21 DEGREES 52 MINUTES 29 SECONDS WEST ALONG SAID EASTERLY LINE 705.85 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF ILLINOIS ROUTE 71; THENCE NORTHEASTERLY ALONG SAID SOUTHERLY LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11,509.16 FEET; A DISTANCE OF 472.39 FEET TO A LINE DRAWN NORTH 09 DEGREES 30 MINUTES 00 SECONDS WEST FROM THE POINT OF BEGINNING; THENCE SOUTH 09 DEGREES 30 MINUTES 00 SECONDS EAST ALONG SAID LINE, 695.72 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. PARCEL "H" DESCRIPTION THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 00 DEGREES 08 MINUTES 14 SECONDS WEST ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER, 1,995.75 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 71; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID CENTER LINE, 30.45 FEET TO THE POINT OF INTERSECTION OF SAID CENTER LINE WITH CENTER LINE OF ILLINOIS STATE ROUTE NO. 126 FOR THE POINT OF BEGINNING; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID ROUTE 71 CENTER LINE, 230.67 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11,459.20 FEET WHICH IS TANGENT TO THE LAST DESCRIBED COURSE AT THE LAST DESCRIBED POINT AT THE LAST DESCRIPTION POINT, 1,141.60 FEET TO THE INTERSECTION WITH THE CENTER LINE EXTENDED NORTHWESTERLY OF WING ROAD; THENCE SOUTH 21 DEGREES 30 MINUTES 13 SECONDS EAST ALONG SAID WING ROAD CENTER LINE, 761.0 FEET; THENCE SOUTH 58 DEGREES 16 MINUTES 47 SECONDS WEST, 265.38 FEET TO SAID ROUTE 126 CENTER LINE; THENCE NORTHWESTERLY ALONG SAID ROUTE 126 CENTER LINE, BEING ALONG A CURVE TO THE LEFT AND HAVING A RADIUS OF 2,292.01 FEET WHICH IS TANGENT TO A LINE DRAWN NORTH 72 DEGREE 1 I EXHIBIT A -2 57 MINUTES 06 SECONDS WEST FROM THE LAST DESCRIBED POINT, 147.83 FEET; THENCE NORTH 76 DEGREES 38 MINUTES 49 SECONDS WEST ALONG SAID ROUTE 126 CENTER LINE, 850.98 FEET; THENCE NORTHWESTERLY ALONG SAID ROUTE 126 CENTER LINE, BEING ALONG A CURVE TO THE RIGHT AND HAVING A RADIUS OF 2,148.79 FEET WHICH IS TANGENT TO THE LAST DESCRIBED COURSE AT THE LAST DESCRIBED POINT, 383.53 FEET TO THE POINT OF BEGINNING, EXCEPTING THEREFROM THAT PART DESCRIBED AS FOLLOWS: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 00 DEGREES 08 MINUTES 14 SECONDS WEST ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER, 1,995.75 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE 71; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID ROUTE 71 CENTER LINE, 261.12 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11,459.20 FEET WHICH IS TANGENT TO THE LAST DESCRIBED COURSE, 1,141.60 FEET TO THE INTERSECTION WITH THE CENTER LINE EXTENDED NORTHWESTERLY OF WING ROAD FOR THE POINT OF BEGINNING; THENCE SOUTH 21 DEGREES 30 MINUTES 13 SECONDS EAST ALONG SAID WING ROAD CENTER LINE, 258.05 FEET; THENCE SOUTH 68 DEGREES 29 MINUTES 47 SECONDS WEST, 200.0 FEET; THENCE NORTH 21 DEGREES 30 MINUTES 13 SECONDS WEST, PARALLEL WITH SAID WING ROAD CENTER LINE, 250.0 FEET TO SAID ROUTE 71 CENTER LINE; THENCE NORTHEASTERLY ALONG SAID ROUTE 71 CENTER LINE, 200.16 FEET TO THE POINT OF BEGINNING, IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, AND ALSO EXCEPTING, THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3 IN TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, KENDALL COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS WITH BEARINGS REFERENCED TO THE ILLINOIS STATE PLANE COORDINATE SYSTEM EAST ZONE (NAD83). COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 3; THENCE NORTH O1 DEGREE 35 MINUTES 30 SECONDS WEST, 1,995.04 FEET ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER TO THE CENTER LINE OF A PUBLIC HIGHWAY DESIGNATED IL 71; THENCE NORTH 69 DEGREES 55 MINUTES 19 SECONDS EAST, 31.52 FEET ALONG SAID CENTER LINE TO THE POINT OF BEGINNING; THENCE NORTH 69 DEGREES 55 MINUTES 19 SECONDS EAST, 230.66 FEET ALONG SAID CENTER LINE; THENCE NORTHEASTERLY, 940.58 FEET ALONG AN 11,479.02 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING NORTH 67 DEGREES 34 MINUTES 29 SECONDS EAST, 940.31 FEET; THENCE SOUTH 22 DEGREES 56 MINUTES 31 SECONDS EAST, 60.03 FEET; THENCE SOUTHWESTERLY, 418.10 FEET ON AN 11,539.02 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING SOUTH 66 DEGREES 16 MINUTES 29 SECONDS WEST, 418.08 FEET; THENCE SOUTH I 2 EXHIBIT A -2 59 DEGREES 24 MINUTES 09 SECONDS WEST, 71.10 FEET; THENCE SOUTH 25 DEGREES 14 MINUTES 24 SECONDS WEST, 60.52 FEET; THENCE SOUTHEASTERLY, 570.87 FEET ON AN 875.00 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING SOUTH 55 DEGREES 22 MINUTES 46 SECONDS EAST, 560.80 FEET; THENCE SOUTH 74 DEGREES 04 MINUTES 13 SECONDS EAST, 274.41 FEET; THENCE SOUTH 64 DEGREES 05 MINUTES 29 SECONDS EAST, 35.85 FEET; THENCE SOUTH 56 DEGREES 49 MINUTES 00 SECONDS WEST, 64.56 FEET TO THE CENTER LINE OF A PUBLIC HIGHWAY DESIGNATED IL 126; THENCE NORTHWESTERLY, 162.08 FEET ON SAID CENTER LINE BEING A 2,291.64 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING NORTH 76 DEGREES 16 MINUTES 12 SECONDS WEST, 162.05 FEET; THENCE NORTH 78 DEGREES 17 MINUTES 46 SECONDS WEST, 357.37 FEET ON SAID CENTER LINE; THENCE NORTH 53 DEGREES 52 MINUTES 46 SECONDS WEST, 96.76 FEET TO THE EXISTING NORTHERLY RIGHT OF WAY LINE OF IL 126; THENCE NORTHWESTERLY, 297.03 FEET ON A 990.00 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING NORTH 45 DEGREES 17 MINUTES 03 SECONDS WEST, 295.92 FEET; j THENCE NORTH 36 DEGREES 39 MINUTES 21 SECONDS WEST, 23.77 FEET; THENCE NORTH 77 DEGREES 19 MINUTES 38 SECONDS WEST, 84.74 FEET; THENCE SOUTH 69 DEGREES 03 MINUTES 36 SECONDS WEST, 100.61 FEET; THENCE SOUTH 69 DEGREES 55 MINUTES 52 SECONDS WEST, 149.98 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF SAID IL 71; THENCE SOUTH 65 DEGREES 32 MINUTES 40 SECONDS WEST, 113.94 FEET TO THE CENTER LINE OF SAID IL 126; THENCE NORTHWESTERLY, 119.55 FEET ON SAID CENTER LINE BEING A 2,170.59 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING NORTH 69 DEGREES 20 MINUTES 17 SECONDS WEST, 119.54 FEET TO THE POINT OF BEGINNING. (PARCELS CONTAIN 15.323 ACRES MORE OR LESS.) i I, �I I 3 i I ,. v . 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AiOl.LYJ07 aw eo aan L a¢xw Nu"x n elNexx°a t 3. m .17711171(1 a10 "J (THJ �L11 n � la..x ulml ° °na NOIldIa0S30 " .9. 130aVd uxt »awwotullar. ..x.ru .Iw 5No I LdI 8OS39 NOI .LV72JFl6 JH, vs A10UMINAW,10 1"d i i EXHIBIT "C" B -3 SERVICE BUSINESS DISTRICT THAT PART OF THE WEST HALF OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPALMERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SAID SECTION 3; THENCE SOUTH 00 L4'45" EAST, ALONG THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3, L284,36 FEET; THENCE SOUTH 89 °50'00" WEST, 684.42 FEET THENCE NORTH 09°30'00" WEST, 592.27 FEET; THENCE SOUTH 57 °33'55" WEST, 327,57 FEET TO THE EASTERLY LINE OF WING ROAD; THENCE NORTH 21 WEST, ALONG SAID EASTERLY LINE, 705.85 FEET TO THE SOUTHERLY RIGHT -OF -WAY LINE OF ILLINOIS ROUTE 71 FOR THE POINT OF BEGINNING; THENCE SOUTH 21 0 52 1 29" EAST, ALONG SAID EASTERLY LINE, L19.0. FEET; THENCE NORTH 68 °07'31" EAST, PERPENDICULAR TO SAID EASTERLY LINE, 211 .0 FEET; THENCE NORTH 21 °52'29" WEST, PARALLEL WITH SAID EASTERLY LINE, 131,87 FEET TO SAID SOUTHERLY RIGHT -OF -WAY LINE OF ILLINOIS ROUTE 71; THENCE SOUTHWESTERLY, ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, BEING A CURVE TO THE RIGHT WITH A RADIUS OF 11509.16 FEET, AN ARC DISTANCE OF 211.39 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS AND CONTAINING 0.6060 ACRE. THAT PART OF THE WEST HALF OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SAID SECTION 3; THENCE SOUTH 00 °14'45 "BAST, ALONG THE BAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3,1284.36 FEET, THENCE SOUTH 89-50 00" WEST, 684.42 FEET; THENCE NORTH 09 °30 WEST, 592.27 FEET FOR THE POINT OF BEGINNING; THENCE SOUTH S7 °33 SS" WEST, 32757 FEET TO THE EASTERLY LINE OF WING ROAD; THENCE NORTH 21 °5229" WEST, ALONG SAID EASTERLY LINE, 586.85 FEET TO A POINTON SAID EASTERLY LINE WHICH IS 119.0 FEET (MEASURED ALONG SAID EASTERLY LINE) SOUTHBASTERLY OF THE SOUTHERLY RIGHT -OF -WAY LINE OF ILLINOIS ROUTE 71; THENCE NORTH 68 °07 EAST, PERPENDICULAR TO SAID EASTERLY LINE, 211.0 FEET; THENCE NORTH 21 °52'29" WEST, PARALLEL WITH SAID EASTERLY LINE, 131.87 FEET TO SAID SOUTHERLY RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 71; THENCE NORTHEASTERLY, ALONG SAID SOUTHERLY RIGHT -OF- WAY LINE, BEING A CURVE TO THE LEFT WITH A RADIUS OF 11509.16 FEET, AN ARC DISTANCE OF 261,03 FEET TO A LINE DRAWN NORTH 09 °30'00" WEST FROM THE POINT OF BEGINNING; THENCE SOUTH 09 °30'00" EAST, ALONG SAID LINE, 695.72 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS AND CONTAINING 5.6041 ACRES. THAT PART OF THE NORTH 1/2 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 3; THENCE SOUTH 0 DEGREES, 07 MINUTES, 44 SECONDS WEST ALONG THE EAST LINE OF SAID SOUTHWEST 1/4,1284.36 FEET; THENCE NORTH 89 DEGREES, 47 MINUTES, 31 SECONDS WEST, 684.42 FEET; THENCE NORTH 09 DEGREES, 32 MINUTES, 39 SECONDS WEST, 590.03 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSIE BOYD BY A DEED DATED MATCH 25,1929 AND RECORDED DECEMBER 14,1938 IN DEED RECORD BOOK 88 ON PAGE 399; THENCE NORTH 09 DEGREES, 05 MINUTES, 46 SECONDS WEST, 748.40 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE TIC. 71; THENCE NORTHEASTERLY-ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11,459.20 FEET AND A RADIAL BEARING OF NORTH 26 DEGREES, 50 MINUTES, 30 SECONDS WEST AT THE LAST DESCRIBED POINT. 627.46; THENCE NORTH 60 DEGREES, 02 MINUTES, 30 SECONDS EAST ALONG SAID CENTER LINE, 332.0 FEET FOR A POINT OF i BEGINNING; THENCE SOUTH 12 DEGREES, 27'MINUTES, 30 SECONDS EAST, 264.0 FEET: THENCE SOUTH 84 DEGREES, 27 MINUTES, 30 SECONDS EAST, 202.0 FEET: THENCE NORTH 0 DEGREES, 47MINUTBS, 30 SECONDS WEST, 423.02 FEET TO SAID CENTERLINE: THENCE SOUTH 60 DEGREES, 02 MINUTES, 30 SECONDS WESTALONG CENTER LINE, 291.76 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. THAT PART OF THENORTHEAST, NORTHWEST AND SOUTHWEST QUARTERS OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: • COMMENCING AT THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER 1284.36 FEET; THENCE SOUTH 89 DEGREES 29 MINUTES 40 SECONDS WEST 680.30 FEET; THENCE NORTH 09 DEGREES 33 MINUTES 27 SECONDS WEST 10.0 FEET FOR A POINT OF BEGINNING; THENCENORTH 09 DEGREES. 33 MINUTES 27 SECONDS WEST 579.63 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSIE BOYD BY A DEED DATED MARCH 25,1929 AND RECORDED DECEMBER 14,1938 IN DEED RECORD BOOK 88 ON PAGE 399; THENCE NORTH 09 DEGREES 05 MINUTES 24 SECONDS WESTALONG THE EAST LINE OF SAID BOYD TRACT 748.57 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 71; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11, 459.20 FEET AND A RADIAL 13BARING OF NORTH 26 DEGREES 49 MINUTES 16 SECONDS WEST AT THE LAST DESCRIBED POINT 627.46 FEET; THENCE NORTH 60 DEGREES 02 MINUTES 30 SECONDS EAST ALONG SAIL) CENTER LINE 332.0 FEET, THENCE SOUTH 12 DEGREES 27 MINUTES 30 SECONDS EAST 264.0 FEET; THENCE SOUTH 84 DEGR13ES 27 MINUTES 30 SECONDS BAST 202.0 FEET; THENCE NORTH 00 DEGREES 42 MINUTES 30 SECONDS WEST 423.02 FEET TO SAID CENTER LINE; THENCE NORTH 60 DEGREES 02 MINUTES 30 SECONDS BAST ALONG SAID CENTER LINE 412.69 FEET TO A LINE DRAWN NORTH 00 DEGREES 10 MINUTES 46 SECONDS EAST PARALLEL WITH TILE WEST LINE OF SAID NORTHEAST QUARTER, FROM A POINT ON THE SOUTH LINB OF SAID NORTHEAST QUARTER WHICH IS 598.62 FEET EASTERLY OF THE SOUTHWEST CORNER OF SAID NORTHEAST QUARTER: THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG SAID PARALLEL LINE 880.56 FEET TO SAID SOUTH LINE; THENCE SOUTH 89 DEGREES 34 MINUTES 48 SECONDS WEST ALONG SAID SOUTH LINE 598.62 FEET TO SAID SOUTHWEST CORNER; THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG SAID BAST LINE 1275.36 FEET TO A LINE DRAWN SOUTH 89 DEGREES 40 MINUTES 33 SECONDS EAST FROM THE POINT OF BEGINNING; THENCE NORTH 89 DEGREES 40 MINUTES 33 SECONDS WEST 681.94 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS A PERPETUAL EASEMENT FOR THE OPERATION, MAINTENANCE AND USE OF A SEPTIC FIELD FOR THE BENEFIT OF PARCEL ONE HERF,INABOVE DESCRIBED, UNDER AND UPON THE FOLLOWING DESCRIBED PARCEL OF REAL ESTATE CONTIGTJOUS TO PARCEL ONE TO WIT: COMMENCING AT THE MOST NORTHERLY CORNER OF PARCEL ONE HEREINABOVE DESCRIBED ON THE CENTER LINE OF ILLINOIS STATEROUTE NUMBER 126; THENCE SOUTH 45 DEGREES 05 MINUTES 49 SECONDS WEST, 47.12 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF ILLINOIS STATE ROUTE NUMBER 126, FOR THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 45 DEGREES 05 MINUTES 49 SECONDS WEST, 105.0 FEET; THENCE NORTH 32 DEGREES 08 MINUTES 38 SECONDS WEST, 152.18 FEET; THENCE SOUTH 76 DEGREES 09 MINUTES 49 SECONDS EAST, 5.28 PEEP; THENCE SOUTH 70 DEGREES 39 MINUTES 49 SECONDS EAST, 158,6S FEET, TO THE POINT OP BEGINNING IN KENDALL TOWNSHIP, ALL IN KENDALL COUNTY ILLINOIS. THAT PART OF THE SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST 1/4; THENCE NORTHERLY ALONG THE WEST LINE OF SAID SOUTHWEST 1/4,798.60 FEET TO AN OLD CLAIM LINE; THENCE NORTHERLY ALONG SAD WEST LINE, 1118.27 FEET A POINT OF BEGINNING THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 28 DEGREES 33 MINUTES 54 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 228.53 PEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 178 DEGREES 11 MINUTES 35 SECONDS WITH THE LASTDESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 112.67 FEET TO A LIME DRAWN PARALLEL WITH AND 160.0 FEET NORMALLY DISTANT, EASTERLY OF SAID WEST LINE, THENCE SOUTHERLY ALONG SAIL) PARALLEL LINE, 717.44 FEET TO SAID CLAIM LINE; THENCE NORTHEASTERLY ALONG SAD CLAIM LINE, 941.92 FEET TO A POINT ON A LINE DRAWN SOUTHWESTERLY, PERPENDICULAR TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 126 PROM A POINT ON SAID CENTER LINE WHICH IS 1049.70 FEET, AS MEASURED ALONG SAID CENTER LINE, SOUTHEASTERLY OF THE INTERSECTION OF SAD CENTER LINE WITH THE CENTER LINE OF ILLINOIS STATE ROUTE 71; THENCE NORTHEASTERLY TO SAID POINT ON SAID CENTER LINE OF ILLINOIS ROUTE 126 AFORESAID; THENCE NORTHWESTERLY ALONG SAID ROUTE 126 CENTER LINB AND TO SAID ROUTE 71 CENTER LINE; THENCE SOUTHWESTERLY ALONG SAID ROUTE 71 CENTER LINE, 30.58 FEET TO SAID WEST LINE; THENCE SOUTHERLY ALONG SAID WEST LINE, 78.83 FEET, TO THE POINT OF BEGINNING (EXCEPTING THEREFROM THAT PART OF THE SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT HE SOUTHWEST CORN R OF SAID SECTION, 3; THENCE NORTH 00 DEGREES 00 MINUTES 38 SECONDS EAST, ON A BEARING REFERENCED TO AN ASSUMED NORTH, 1925.21 FEET ON THE WEST LINE OF SAID SOUTHWEST 1/4; THENCE SOUTH 89 DEGREES 59 MINUTES 22 SECONDS BAST 58.5S FEET TO THE EXISTING SOUTHEASTERLY RIGHT OF.WAY LINE-OF A.F.A.P. ROUTE 311(ILROUTE 71) AND THE POINT OF BEGINNING; THENCE NORTH 72 DEGREES 34 MINUTES 00 SECONDS EAST 35.28 FEET ON SAID SOUTHEASTERLY RIGHT OF WAY LINE TO THE SOUTHERLY RIGHT OF WAY LINE OF S.B.I. ROUTE 66 (1L ROUTE 126); THENCE SOUTH 70 DEGREES 08 MINUTES 35 SECONDS BAST 125.66FEET ON SAID SOUTHERLY RIGHT OF WAY LINE; THENCE NORTH 81 DEGREES 09 MINUTES 04 SECONDS WEST 51.85 FEET; THENCE NORTH 76 DEGREES 30 MINUTES 40 SECONDS WEST 103.47 FEET TO THE POINT OF BEGINNING), IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. THAT PART OF THE SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWESTI /4; THENCE NORTHERLY ALONG THE WEST LINE OF SAID SOUTHWEST 1/4,798.60 FEET TO AN OLD CLAIM LINE FORA POINT OF BEGINNING; THENCE NORTHERLY ALONG SAID WEST LINE, 1118.27 FEET; THENCE SOUTHBASTERLY ALONG A LINE WHICH FORMS AND ANGLE OF 28 DEGREES 33 MINUTES 54 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURE) COUNTERCLOCKWISE THEREFROM, 228.53 FEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 178 DEGREES 11 MINUTES 35 SECONDS WITH TILE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 112.67 FEET TO A LINE DRAWN PARALLEL WITH AN) 160.0 FEET NORMALLY DISTANT, EASTERLY OF SAID WEST LINE, THENCE SOUTHERLY ALONG SAID PARALLEL LINE, 717.44 FEET TO SAID CLAIM LINE, THENCE SOUTHWESTERLY ALONG SAID CLAIM LINE, 188.42 FEET TO THE POINT OF BEGINNING, IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL. MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 71; THENCE NORTHEASTERLY ALONG THE SAID CENTER LINE OF ILLINOIS ROUTE 71,1411.3 FEET TO THE CENTER LINE EXTENDED NORTHWESTERLY OF THE PUBLIC ROAD RUNNING SOUTHEASTERLY FROM SAID ILLINOIS ROUTE 71, COMMONLY KNOWN AS WING ROAD; THENCE SOUTHEASTERLY ALONG TILE EXTENDED CENTER LINE AND THE CENTER LINE OF SAID PUBLIC ROAD, BEING ALONG A LINE THAT FORMS AN ANGLE OF 93 DEGREES 25' TO THE RIGHT WITH THE PROLONGATION NORTHEASTERLY OF THE TANGENT TO THE CENTER LINE OF SAID ILLINOIS ROUTE 71 AT THE LAST DESCRIBED POINT, 761 FEET FOR THE POINT OF BEGINNING; THENCE SOUTHWESTERLY ALONG A LINE THAT FORMS AN ANGLE OF 79 DEGREES 47 TO THE RIGHT WITH THE PROLONGATION OF THE LAST DESCRIBED LINE 265.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 126; THENCE SOUTHEASTERLY ALONG SAID CENTER LINT OF ILLINOIS ROUTE 126 TO THE CENTER LINE OF THE EASTERLY FORK OF THE PUBLIC ROAD AFORESAID WHICH RUNS SOUTHEASTERLY FROM SAID ILLINOIS ROUTE 71; THENCE NORTHWESTERLY ALONG THE CENTER LINE OF SAID PUBLIC ROAD TO THE POINT OF BEGINNING; TO THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. GRANTEE HEREBY ASSUMES AND AGREES TO PAY THE UNPAID BALANCE ON THE EXISTING MORTGAGE RECORDED IN BOOK PAGE , THE DEBT SECURED THEREBY AND ALSO HEREBY ASSUMES -THE OBLIGATIONS UNDER THE TERN OF THE INSTRUMENTS CREATING THE LOANS DOCUMENT NO.79�- -1053. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AI' THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE - NORTH 00 DEGREES 08 MINUTES 14 SECONDS WEST ALONG -THE WEST LINE OF SAID SOUTHWEST QUARTER, - 1,995.75 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 71; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID CENTER LINE 30.45 FEET TO THE POINT OF INTERSECTION OF SAID CENTER LINE WITH CENTER LINE OF ILLINOIS STATE ROUTE NO. 126 FOR THE POINT OF BEGINNING; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID ROUTE 71 CENTERLINE 230.67 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO -THE. LEFT HAVING A RADIUS OF 11,459.20 FEET WHICH IS TANGENT TO THE LAST DESCRIBED COURSE AT THE LAST DESCRIBED POINT AT THE LAST DESCRIPTION POINT, 1,141.60 FEET TO THE INTERSECTION WITH THE- CENTER LINE EXTENDED NORTHWESTERLY OF WING ROAD; THENCE SOUTH 21 DEGREES 30 MINUTES 13 SECONDS EAST ALONG SAID WING ROAD CENTERLINE 761.0 FEET: THENCE SOUTH 58 DEGREES 16 MINUTES 47 SECONDS WEST 265.35 FEET TO SAID ROUTE 126 CENTER LINE; THENCE NORTHWEST13RLYALONG SAID ROUTE 126 CENTER LINE BEING ALONG A CURVE TO THE LEFT AND HAVING A RADIUS OF 2,292.01 FEET WHICH IS TANGENT TO A LINE DRAWN NORTH 72 DEGREES 57 MINUTES 06 SECONDS WEST FROM THE LAST DESCRIBED POINT 147.93 FEET; THENCE NORTH 16 DEGREES 38 MINUTES 49 SECONDS WEST ALONG SAID ROUTE 126 CENTERLINE 850.98 FEET; THENCE NORTIPMTBRLY ALONG SAID ROUTB 126 CBNTERLINE BEING ALONG A CURVE TO THE RIGHT AND HAVING A RADIUS .OF 2,148.79 FEET WHICH IS TANGENT TO THE LAST DESCRIBED COURSE AT THE LAST DESCRIBED POINT, 383.53 FEET TO THE POINT OF BEGINNING, EXCEPTING THEREFROM THAT PART DESCRIBED AS FOLLOWS: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36- NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THUSOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 00 DEGREES 0$ MINUTES 14 SECONDS WEST ALONG -THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.75 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE 71; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID ROUTE 71 CENTER LINE 261.12 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 15,459.20 FEET WHICH IS TANGENT TO THE LAST- DESCRIBED COURSE 1141.60 FEET TO THE INTERSECTION -WITH THE CENTERLINE EXTENDED NORTHWESTERLY OF WING ROAD FOR THE POINT OF 13EGINNINGMMNCE SOUTH 21 DEGREES 30 MINUTES 13 SECONDS EAST ALONG SAID WING ROAD CENTER LINE 258.05 FEET; THENCE SOUTH 58 DEGREES 29 MINUTES 47 SECONDS WEST 200.0 FEET; THENCE NORTH 21 DEGREES 30 MINUTES 13 SECONDS WEST PARALLEL WITH SAID WING ROAD CENTER LINE 250.0 FEET TO SAID ROUTE 71 CENTER LINE; THENCE NORTHEASTERLY ALONG SAID ROUTE71 CENTER LINE 200.16 FEET TO THE POINT OF BEGINNING, IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, (ILLINOIS, AND ALSO EXCEPTING, THAT PART OF THE AS SOUTH WEST QUARTER OF SECTION 3 IN TOWNSHIP 38 NORTH, RANGE 7 ET OF THE THIRD PRINCIPAL MERIDIAN, UTHWE COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS WITH BEARINGS REFERENCED TO THE ILLINOIS STATE PLANE COORDINATE SYSTEM EAST ZONE (NAD83): COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHWEST 114 OF SAID SECTION 3; THENCE NORTH 01 DEGREE 35 MINUTES 30 SECONDS WEST, 1,995.04 FEET ALONG THE WEST LINE OF SAID SOUTHWEST 1/4 TO THE CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED IL 71; THENCE NORTH 69 DEGREES 55 MINUTES 19 SECONDS EAST, 31.52 FEET ALONG SAID CENTERLINE TO THE POINT OF BEGINNING-FROM THE POINT OF BEGINNING; THENCE NORTH 69 DEGREES 55 MINUTES 19 SECONDS EAST, 230.66 FEETALONG SAID CENTERLINE; THENCE NORTHEASTERLY, 940.56 FEETALONG AN 11,479.02 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING NORTH 67 DEGREES 34 MINUTES 29 SECONDS EAST, 940.31 FEET; THENCE SOUTH 22 DEGREES 56 MINUTES 31 SECONDS EAST, 60.03 FEET; THENCE SOUTHWESTERLY, 418.10 FEET ON AN 11,539.02 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING SOUTH 66 DEGREES 16 MINUTES 29 SECONDS WEST, 418,08 FEET; THENCE SOUTH 59. DEGREES 24 MINUTES 09 SECONDS WEST, 7 1. 10 FEET; THENCE SOUTH 25 DEGREES 14 MINUTES 24 SECONDS WEST, 60.52 FEET; THENCE SOUTHEASTERLY, 570.87. FEET ON AN 675.00 FOOT RADIUS CURVE TO THE LEFT HAVING A.CHORD BEARING SOUTH 55 DEGREES 22 MINUTES 46 SECONDS EAST, 560.90 FEET; THENCE SOUTH 74 DEGREES 04 MINUTES 13 SECONDS EAST. 274.41 FEET; THENCE SOUTH 64 DEGREES 05 MINUTES 29 SECONDS EAST, 35.85 FEET; THENCE SOUTH 55 DEGREES 49 MINUTES 00- SECONDS WEST, 64.56 FEET TO THE CENTERLINE OF &PUBLIC 'HIGHWAY DESIGNATED IL 126; THENCE NORTHWESTERLY, 162.08 FEET ONSAID CENTERLINE BEING 2,29L.64 FOOT RADIUS CURVE TO TILE LEFT HAVING A CHORD BEARING NORTH 76 DEGREES 16 MINUTES 12 SECONDS WEST, 162.05 FEET, THENCE NORTH 78 DEGREES 17 MINUTES 46 SECONDS WEST, 357.37 FEET ON SAID CENTERLINE; THENCE NORTH 53 DEGREES 52 MINUTES 46 SECONDS WEST, 96.76 FEET TO THE EXISTING NORTHERLY RIGHT OF WAY LINE OF IL 126; THENCE NORTHWESTERLY, 297.03 FEET ON A 990.00 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING NORTH45 DEGREES 17 MINUTES 03 SECONDS WEST, 295.92 FEET; THENCE NORTH 36 DEGREES 39 MINUTES 21 SECONDS WEST, 23.77 FEET; THENCENORTH77 DEGREES 19 MINUTES 36 SECONDS WEST, 64.74 FEET; THENCE SOUTH 69 DEGREES 03 MINUTES 36 SECONDS WEST, 100,61 FEET; THENCE SOUTH 69 DEGREES 55 MINUTES 52 SECONDS WEST, 149.98 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF SAID IL 71; THENCE SOUTH 65 DEGREES 32 MINUTES 40 SECONDS WEST, 113.94 FEET TO THE CENTERLINE OF SAID IL 126; THENCE NORTHWESTERLY, 119.55 FEET ON SAID CENTERLINE BBINGA 2,170.59 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING NORTH 69 DEGREES 20 MINUTES 17 SECONDS WEST, 119.54 FEET TO THE POINT OF BEGINNING. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 07'44 "BAST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER 1236.84 FEET TO A POINT ON SAID EAST LINE WHICH IS 1284.36 FEET SOUTH OF TIM NORTHEAST CORNER OF SAID SOUTHWEST QUARTER, THENCE NORTH 89 °47'31" WEST, 684.42 FEET; THENCE NORTH 09 0 32'39" WEST, 590.03 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSIE BOYD BY DEED DATED MARCH 25, 1929 AND RECORDED DECEMBER 14, 1938 IN DEED RECORD 88 ON PAGE 399, FOR THE POINT OF BEGINNING; THENCE SOUTH 57 °58 56" WEST ALONG THE SOUTHERLY LINE OF SAID BOYD TRACT AND SAID SOUTHERLY LINE EXTENDED 352.89 FEET TO THE CENTER LINE OF WING ROAD; THENCE SOUTH 21 °28'35" EAST ALONG SAID CENTERLINE 1 31.00 FEET; THENCE NORTH 57 °5856" EAST PARALLEI. WITH SAID SOUTHERLY LINE 323.58 FEET A POINT WHICH IS SOUTH 09 °32'39" EAST, 139.37 FEET FROM THE POINT OF BEGINNING; THENCE NORTH 09 °32'39" WEST, 139.37 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 7L; THENCE EASTERLY ALONG SAID CENTER LINE 32.2 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 126; THENCE SOUTHEASTERLY ALONG SAID CENTER LINE OF ILLINOIS ROUTE 126,1049.7 FEET FOR THE POINT, OF BEGINNING; THENCE SOUTHWESTERLY AT RIGHT ANGLES TO SAID CENTER LINE, 339.9 FEET TO AN OLD CLAIM LINE; THENCE NORTHEASTERLY ALONG SAID OLD CLAIM LINE WHICH MAKES AN ANGLE OF 44'21' (MEASURED CLOCKWISE FROM THE LAST DESCRIBED COURSE) 468.6 FEET TO THE CENTER LINE OF SAID ILLINOIS ROUTE 126; THENCE NORTHWESTERLY ALONG SAID CENTER LINE 328.1 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. EXCEPT THEREFROM THE BELOW DESCRIBED PARCEL: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPALMERIDIAN, KENDALL COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS WITH BEARINGS REFERENCED TO THE ILLINOIS STATE PLANE COORDINATE SYSTEM EAST ZONE (NAD83): COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 3; THENCE NORTH 01 DEGREE 35 MINUTES 30 SECONDS WEST, 1,995.04 FEET ALONG THE WEST LINE OF THE SOUTHWEST QUARTEROF SAID SECTION 3 TO THE `CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED IL 71; THENCE NORTH 69 DEGREES 55 MINUTES 19 SECONDS EAST, 31.52 FBETALONG SAID CENTERLINE TO THE CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED IL 126; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE, 399.15 FEET ALONG A 2,170.59 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING OF SOUTH 73 DEGREES 01 MINUTE 41 SECONDS EAST, 398.58 FEET THENCB SOUTH 78 DEGREES 17 MINUTES 46 SECONDS EAST, 649.36 FEET ALONG SAID CENTERLINE TO THE POINT OF BEGINNING, FROM THE POINT OF BEGINNING, THENCE SOUTH 78' DEGREES 17 MINUTES 46 SECONDS EAST, 172.16 FEET ALONG SAID CENTERLINE; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE, 162.08 FEET ALONG A 2,291,64 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING OF SOUTH 76 DEGREES 16 MINUTES 12 SECONDS EAST, 162.05 FEET; THENCE SOUTH 56 DEGREES 32 MINUTES 11 SECONDS WEST 65.63 FEET; THENCE NORTH 74 DEGREES 04 MINUTES 13 SECONDS WEST, 5.13 FEET; THENCE NORTH 65 DEGREES 29 MINUTES 14 SECONDS WEST, $0.57 FBET TO THE SOUTHERLY RIGHT OF WAY LINE OF IL 126; THENCE NORTHWESTERLY, 61.11 FEET ON SAID RIGHT OF WAY LINE BEING ON A 2,251.64 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING OF NORTH 77 DEGREES 31 MINUTES 09 SECONDS WEST, 61.11 FEET; THENCE NORTH 78 DEGREES 17 MINUTES 46 SECONDS WEST, 172.27 FEET ALONG SAID SOUTH RIGHT OF WAY LINE; THENCE NORTH 11 DEGREES 52 MINUTES 19 SECONDS BAST, 40.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.297 ACRE MORE OR LESS, OF WHICH 0.290 ACRE, MORE OR LESS, IS LYING WITHIN PUBLIC ROAD RIGHT OF WAY, SITUATED IN THE COUNTY OF KENDALL AND STATE OF ILLINOIS, HEREBY RELEASING AND WAVING ALL RIGHTS UNDERAND BY VIRTUE OF THE HOMESTEAD EXEMPTION LAWS OF THE STATE. I EXHIBIT "C -1" Windmill Farms - B -3 Service Business Permitted Uses This exhibit lists all permitted uses within the B -3 Service Business District as they exist in the current Zoning Ordinance. Uses excluded and not permitted by this Agreement are crossed out as follows: (no permitted °° ) OFFICE DISTRICT (0) Advertising agency. Bank (allowable by provisions of Windmill Agreement) Barber shop. Beauty shop. Bookkeeping service. Oral; priv e . Coffee shop. College, university or junior college. Commercial school, trade school - offering training in classroom study. Detective agency. Employment office. Engineering office. Government office. Income tax service. Insurance office. Library. Manufacturing agent's office. Medical clinic. Park. Professional offices. Public accountant. Real estate office. Stenographic service. Stock broker. Telegraph office. Ti „ff e Title company. Travel agency. Utility office. (Ord. 1973 -56A, 3- 28 -74) Special Uses R- 401 igposa? _.W (Ord. 1973 56A, , 3 28 1974; „„„f Or 1995 20, 8 10 499-5) LIMITED BUSINESS DISTRICT (B -1) All uses permitted in the O district. Antique sales. A pa rt men t s, gle family l to in Nusin building Bakery - retail. it Barbershop. Beauty shop. Bookstore. Cafeteria (diner). Camera shop. Church or other place of worship. Cigar-, eigarette and tabaeee store. Clothes - pressing and repair. Coal; private C--!ub pri mte -user. Community center. Dressmaker - seamstress. Drugstore. Florist sales. Fruit and vegetable market - retail. Gift shop. Grocery store - supermarket. Gymnasium. Health food store. Hobby shop. Hospital (general). Hospital or treatment center. Household furnishing shop. Ice cream shop. Jewelry - retail. Laundry, cleaning and dyeing - retail. Library. Magazine and newsstand-. Meat market. Medical clinic. Mortuary - funeral home. Park. Photography studio. Playground. Post office. Professional building. Recreation center. Restaurant. Shoe and hat repair. Su bstation. Swimming pool - indoor. Tennis club - private or daily fee. g len (Ord. 973 36r, 3 28 1974; . , md. 1994 Code;- Ord. 1 -O99 ' " 24 1991; Ord 2043 41 7 77 2003) GENERAL BUSINESS DISTRICT (B -2) All uses permitted in the O and B -I Districts. Appliances - sales. Army/Navy surplus sales. Art gallery - art studio sales. Art supply store. Auditor-itim. Automatic food service. Automobile accessory store. Automobile rental. Bicycle shop. Billiard parlor. Blueprint and photostat shop. Bowling .,lla.. Carry -out food service. I Catalog sales office. Clothing store - all types. Danee hall. Department store. Discount store. Drygoods store - retail. Floor covering sales. Furniture sales - new /used. Hardware store. Health club or gymnasium. Hotel. Interior decorating studio. Junior department store. Leather goods. Locksmith. Motel. Music, instrument and record store. Newspaper publishing. Office equipment and supply sales. Paint/wallpaper store. Pawnshop. Personal loan agency. Pet store. j Picture frame store. Radio and television studios. R e d ue i ng long masseur a nd s team bath. Sporting goods. Stationery. Taxidermist. Theater. Toy store. Typewriter - sales and repair. �I i Variety store. Watch and clock sales and repair. Weaving and mending - custom. (Ord. 1973 -56A, 3 -28 -1974; amd. 1994 Code) SERVICE BUSINESS DISTRICT (B -31 All uses permitted in the B -2 district. Agricultural implement sales and service. Appliance - service only. Automotive sales and service. Be at sales. Building material sales. Business machine repair. Car wash without mechanical repair on the premises. Catering service. Daycare (allowable by provisions of Windmill Agreement) Drive -in restaurant. Electrical equipment sales. Feed and grain sales. Frozen food locker. j Furniture repair and refinishing. Gasoline Filling Station (allowable by provisions of Windmill Agreement) Golf driving range. Greenhouse. tel: Miniature golf. Motorcycle sales and service. Nursery. Orchard. Park - commercial recreation. Plumbing supplies and fixture sales. Pump sales. Recreational vehicle sales and service. clerk, Sports T. a b g • I Tennis court - indoor. Traile r-e T « ,, zraek r ucr. T-r-tiek sales and sevvire. Upholstery shop. Veterinary clinic. (Ord. 1973 -56A, 3 -28 -1974; amd. Ord. 1986 -1, 1 -9 -1986; Ord. 1988 -7, 4 -14 -1988; Ord. 1995 -19, 8 -10 -1995; Ord. 1998 -21, 6 -25 -1998; Ord. 2005 -58, 7 -12- 2005) EXHIBIT "D" R -4 GENERAL RESIDENCE DISTRICT THAT PART OF THE SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST 1/4; THENCE NORTH 0 DEGREES 08 MINUTES 09 SECONDS WEST ALONG THE WEST LINE OF SAID SOUTHWEST 1/4,798.60 FEET TO AN OLD CLAIM LINE, THENCE NORTH 57 DEGREES 59 MINUTES 05 SECONDS EAST ALONG SAID OLD CLAIM LINE 299.00 FEET FOR A POINT OF BEGINNING; THENCE SOUTH 1 DEGREE 51 MINUTES 32 SECONDS WEST, 402.10 FEET; THENCE SOUTH 59 DEGREES 55 MINUTES., 25 SECONDS EAST, 256.51 FEET; THENCE NORTH 59 DEGREES 55 MINUTES 25 SECONDS EAST 355.65 FEET; THENCE NORTH 62 DEGREES MINUTES 29 SECONDS EAST, 853.57 FEET; THENCE NORTH 33 DEGREES 24 MINUTES 40 SECONDS EAST,. 542.27 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NUMBER 126; THENCE NORTHWESTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 2292.01 FEET AND A RADIAL BEARING OF SOUTH 29 DEGREES 23 MINUTES 51 SECONDS WEST AT THE LAST DESCRIBED POINT, 358.41 FEET TO A POINT WHICH IS 151.00 FEET, AS MEASURED ALONG SAID CENTER LINE, SOUTHEASTERLY OF THE INTERSECTION OF SAID CENTER LINE AND SAID OLD CLAIM LINE; THENCE SOUTH 45 DEGREES 05 MINUTES 49 SECONDS WEST, 265.70 FEET; THENCE SOUTH 73 DEGREES 54 MINUTES 28 SECONDS WEST, 102.86 FEET; THENCE SOUTH 84 DEGREES 11 MINUTES 54 SECONDS WEST, 280.96 FEET; THENCE NORTH 32 DEGREES 00 MINUTES 55 SECONDS WEST, 24.19 FEET TO SAID OLD CLAIM LIRE; THENCE SOUTH 87 DEGREES 59 MINUTES 05 SECONDS WEST ALONG SAID OLD CLAIM LINE 78992 FEET TO THE POINT OP BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. i i I i W L6CATWN N AP EXHIBIT r PD T Yorkville, Illinois 4 SP. LOTS 405 Ac: '- 13,050S.P. 19R STh1L5 Px6VI[LEtT 1`.. �'' (t - h I �- l.S7A.0. LOT- 83 STALLS PROVIOR) - ER,50aS.F LOTS 1.4281 69 srnLLS exowoED UOO S- F. 74 STALLS PROViDFD LOT MC KENNA 66 A< i A -i r wose 6 � 65srACISPCmvmEn 1J7 A0 LOT 78STALLSPROVU)0D t I L &DBOK'MAN 1 - ,sp9sS. 148 i, TRUST Ac: 61 STALLS PROVIDED _.. ¢ `, - A -i LOTS 'v 35A�.� SITE DATA LOT' 9 94 STALLS PROVU)m PENNMAN LID lisu!s.f�. ' 'd`$ !° eem3o Preresea .neuse.ea,P< EDWARD 40 t.46 Ac ,�;,). uw�a rm,ls roae., s,wac ,1111 on9c HEALTHCAR> SsxALLSPnovmRD \ P LOTIO EAST PARCEL ',- {i'`�+' ` . „f' " zt,oc0 se, sat AstSs �,:f' f.64 Tld Pm $1528 50.0 }% PUD iAi A5 \` ' ALES PROVIDED 1.7t AC \1��%' _ ( } Real3<•,AFem nRC, t.tSA. t20b AT MUM LOT 13 k' � / LOT i6 ,a b,d048F l f ff \ x- Q'f v.`,`- 6'0 Misc oaeA Spew oltA:. a24x R.69Ar 40 S.F. 1 _ a.z, A. SJ SIA4LS PROYLDEU •^~ y'�� %R'N /l. f - j' -Y 3s sT.v.E.S FxovmED I OT A7 G l / j ^ `1 4 X A } } WEST PARCEL ,. Tad Area 38.11A. 4119% I II AA. [T t3TAL7 l µ ` 4 ,} _ GEORGE E. ',. 4ossrAl:iszorAL BLOCK A -1 cm�mmns. R , aazs% A9 ftecR a 1 h t.IS Aa i ozA new —,Imdtmg 1411- 3.M ,2 SA It STAi I,p PA49Y:F4D �� �° �, � 1 .'� `1•�f l Gl _ _ ,4 ec�nemw i.�re +ts turns FUTlIMATi1R I OtN �' 'NOT N 0 .Per Ac. 2 ^33,Mpc X41 I#J f1AA1. DWYER :NrExtecriaN PROPERTY 3 C1 y Iii I I I' '00 01 01 4316 462 STALLS a6T LOT 17 523009.P. ' •r �t r , j "—� LOT 12 I w u..P.o. 11 971 A9, (TOTAL) 402 (T D)AL) $- - ,t r 395AC . ) � `� l2,SO0 S.F. ne.wr E I LOT 17 g sosTnLLSrnovmED Ls3At. 51 STALLS PROVIDE? �, .a r 571 Ac.lxOL'AL) LOT25 a.�..r..e.. ..n.w 49'.. 6TALtti (9OT F,� '6� ' p7� \ 4 ..' 3 „ -,680 SF. a m ���""� mmw•��w•b OT 24 9.15 Ac ' I J ti511Ae.� 42STAI.CSPR(VRIRD o-�ramaw..r. 11,95 45 STALLS I.M AO. r _ / - �f � of •m+ 28 STALLS pwV1i3LAS" "±. ( C ON C E PTU AL �/��\ FlT NeV Ca1c• t "c t8200Y LO1'23 II ON E PT U1 SL COUNTRY ° .� ' ' j 1 I � ,2,opos,P. �5../ HILLS LOT28 ?° -,� '' 1.a AC PUD fl f 1E'Ff Ji - � + � �L 'G ;11 R "2 097m e, f - x LOT2£ 333T•1LLSPROVIWff) �L YJ' + N STALLS PROV nED 49 UNITS RAINTREE .1L�' 3.40 Ac. LOT 2I �j�,. �Ir 126 STALLS PROVIDED SUBDiVI.SIQN PREPARED eY - Iu,0903.F, °R - R -Z PUD „ 1.88 As. _ AGERESTRICTED 1 ENOLNEERM: DEVELOPER, 3b STALLS PROVIDES S�✓ �� TOWN AOAIFS SAKE LAND GRtJE.JP � ,26 MYn 5U,et 3.75 A. U O—,., A. 0541 b7USTMOTRhE,9 )as A6. CEMCON, Ltd. p: 610 S -� ,« 23118 san 6 G— Schappe DuLgLlAssaeiates, Irtc 1: 6)0 551•)639 i PAaintie[d, � 665k4 u c :xc < ouA.c P:cxnettuse ahnppMeaynn t ) EXHIBIT F I)e-Sign CAWClelineS Si+e- planning wineiples Site Planninq Principles The Site Planning Principles address issues that affect the way that individual sites should be j developed in order to blend in with the existing character of the City. PRINCIPLE 4: Incorporate existing site conditions into development plans PRINCIPLE 5: Provide a sense of architectural interest and unique identity throughout the City PRINCIPLE 5: Enhance pedestrian experience and establish sense of place through careful design and location of open spaces PRINCIPLE 7: Thoughtful consideration of vehicular and pedestrian circulation within individual developments PRINCIPLE 8: Appropriate design of parking lots, utilities, service areas and detention areas to reduce the negative impact of typically unattractive site components ■ Desirable Elements: The following elements shall be incorporated into development within the City: • Richness of building surface and texture i • Articulated mass and bulk • Clear visibility of entrances • Well organized commercial signage • Landscaped and screened parking f • Special paving identifying - intersections and crosswalks IN Pedestrian friendly streetscapes - - =° and open spaces" • Thoughtful consideration of � circulation • Screening of mechanical equipment, service areas, parking Richness of building materials creates visual interest lots and any undesirable elements • Step -down of building scale along pedestrian; routes and building entrances Recognition of building hierarchy Formal entry plazas and courtyards • Detention used as an amenity • Existing trees incorporated into # development • Multi'- p8aned, pitched roofs • Roof overhangs and arcades • Provide defined entrance roads into devetopments and provide adequate vehicle storage gays at egress drives Landscaping softens the view of parking Uvtifed Gift' of Yc ekvi f le ov, pv4e[ ensir e Lcxncl Mse. ?tan Upd fe. 9 EXHIBIT F Design Guidelines Site Planning Principles I a Undesirable Elements: The following elements are discouraged in developments r _ within the City. • Concrete detention basins • Large, blank, unarticulated wall surfaces • Visible outdoor storage, loading, equipment and mechanical areas Avoid large expanses d parking lots • Disjointed parking areas and confusing circulation patterns • Large expanses of parking /asphalt a ■ Service areas near major entries and /or that are easily visible from roadway • Poorly defined site access points t • Large "boxlike" Structures Avoid large blank wall surfaces PRINCIPLE 4: Incoraorate existina site conditions into development plans New development shall protect the existing environmental features throughout the City and minimize the impact of the development on the site and the surrounding land. • Drainage Patterns` Proposed site plans shall incorporate existing drainage patterns on site in an effort to avoid significantly altering the manner in which drainage flows offsite. At the time of site plan submittal to the City, a drainage and detention plan must be submitted. The location and type of drainage - facilities must be shown. Drainage swale utilizes natural drainage patterns • Topography and Soils • Minimize cut and fill on site to reduce effects upon the natural drainage pattern and natural character of the site. • Minimize disturbance in areas of significant existing vegetation. (f necessary for site development, consider using tree wells and retaining walls to preserve existing trees where: possible, Work with existing topography to avoid large cut and fill Chn i-ed Crify of ot-6 01 Cc mpp-eke— kisiva Lctncl Use Pfcm LApcletfe. lc� EXHIBIT F De-sign 041tide-hhes SH - e- vicinning Pi-ivlciples • Development on unsuitable soils is prohibited. Incorporate unsuitable soils into an open space component of the site plan. * Stockpile top soil for later use in landscape areas. Vegetation • Preserve existing trees Every effort should be made in the planning process to incorporate quality, existing trees - ----------- into the site plan design. Any quality, existing tree that occurs within the specific buffer yard as required per PRINCIPLE 9 shall remain undisturbed and be protected as part of the landscape buffer. Preservation of existing vegetation as buffer PRINCIPLE S.- Provide a sense of architectural interest and unique identity throughout the Citv The Architectural standards are provided to preserve and guide the character of architecture throughout the City while allowing for individual architectural interpretation. All architectural proposals must be compatible with the vernacular of the northern Illinois region. In order to ensure compliance with the following architectural guidelines, the City requires that building elevations, plans, materials samples, color samples and illustrations be submitted for review and approval prior to the commencement of building construction. • Buildings Building orientation creates central open Orientation space on axis with the main entry drive Building orientation should take advantage of the building to site relationship. The orientation and location of buildings defines open spaces and circulation corridors. • Align focal architectural elements along major view or circulation axis,, W. ■ Define pedestrian spaces and streetscapes with building orientation. Orient primary buildings on axis and use as focal points Uplife-d Ofy Of Yot-lkvilte- Land Use ?I'cin Updctfe- EXHMT F Design Gtuidelines Si+e 1�[anv�ing Ps<inciples • Create view corridors between buildings, plazas, EONS OER OPPOR XJtt FOR VIEWS OFF SIfE courtyards and adjacent buildings. ; nn�. _1. It FORPA➢6PORNNIiY • Create pedestrian spaces I I LOCATE BI/II.dNG TD I ?+ttd PRESERVE VEGECgT10N and plazas by varying y building facades. • � PORCH ENCOURAGES Cluster buildings whenever i PRONfYPA °"`" "n possible, creating 1 opportunities for plazas and Residential building orientation creates pedestrian malls. Prevent private, intimate backyard space long, linear facades from dominating the view. • Buildings adjacent to Routes 47, 71 and 126 must face the primary �t roadway. No service access storage etc is iL . .ErC allowed to face Routes 47, 71 and 126. cs FLNN4BA Develop sites in a MZON noraup comprehensive and t ', coordinated manner to provide order and # compatibility (especially in the case of large sites Building orientation can deline main activity areas which will be developed. in phases). The exterior character and orientation of all buildings and the spaces they define should encourage and enhance pedestrian activity. T Attention should be given to the duality and usability of the outdoor spaces formed by the exterior of a dwelling, and adjacent dwellings,. Avoid locating the private area of one dwelling adjacent to the public area of an adjacent -- dwelling.. Rear and side facades should incorporate architectural design elements PVtlJr~evkeCh yi c✓c Land LA5e. Vfcai 4Apd o&e 12 EXHIBIT F Desi citAidedirte-S Site ?tinnin ■ In multi-family residential developments, buildings should be oriented to create functional outdoor spaces. ■ In residential neighborhoods, consideration should also be given to the views from adjacent dwellings and public spaces. ■ Facades Building facades should achieve a high level of visual interest when viewed from automobile and pedestrian vantage points. ■ In residential developments, front yards and porches should be used to create a sense of place and community. Natural stone and masonry materials are to be used on the lower portions of buildings to create a visual anchor to the ground and provide interest at the pedestrian level. Vary the planes of exterior walls in depth and/or direction. Awnings along facade ■ Wall planes shall not run in a continuous direction more than 65 feet without an offset of at least 3 feet. Wall planes of more than 20 feet high are rF prohibited without Incorporating meaningful techniques, such as awnings or a change in building material, to break up the perceived building mass. ■ Awnings are encouraged along facades to provide color, shade and architectural interest. Where awnings are used along a row of contiguous buildings, a consistent form, material, color, location and mounting arrangement must be used. ■ Awnings should be located to provide a consistent minimum 8 feet vertical clearance, with a maximum generally not to exceed 12 i feet. ■ Colors of awnings must complement the Awn' ngs provide pedestuan scale element buildings. LA-mife-cf Gift' of Yo;�-6dle_ LcwiA L4 Plavi Updafe 13 EXHIBIT F Design Gkidelines Side "O'nnine PAnciples • Incorporate the awnings along with any signage to provide a uniformly designed building facade. • Signs on awnings are permitted. • Internally illuminated awnings are prohibited. Garage doors oriented to side • Awnings and canopies may be made of sheet metal or canvas membrane. Plastic or vinyl awnings are not permitted. • In new residential neighborhoods, houses shall not repeat the same elevations without two lots of separation. Houses across the street from each other and back -to -back corner lots shall not be of the same elevation, • In residential areas, garages should not dominate the street view. Rather, provide parking and garages to the side or rear of lots or set the garage face back from the primary facade of the house. Avoid allowing the garage to become the primary architectural feature. ■ Roof Treatment Rooftops should be considered important design elements as viewed from a variety of vantage points such as at ground level, from other buildings and from adjacent perimeter, roadways. A welt- composed - - "roofscape achieves an interesting ' y skytine without becoming overly busy or contrived. Roof forms should serve as natural transitions from the ground level to intermediate masses to the e. tallest masses and back to the Variation in root" treatments creates an interesting 'roofscape` ground. Form should also be interesting when seen; from above in adjacent buildings. ■ Materials & Colors `visual continuity in major building materials and colors is desired throughout the City. Specific criteria include the following: ■ Material samples of all proposed buildings must be provided for review and be approved by the City. ■ Materials should be consistent waft the Community Character principles outlined in these guidelines.. tArxi+e-d C—i cy f ol , 6 11& Comp- eke-vsive- .Lcwxd Use— Plan UpcicL e 14 ���U����� ~~~^ ^~~~^ ^ ^ IJae|S^C*idLah"an • VVa| materials that are muted, earth tone in color and have texture are tobeused. • Reserve the use of strongly contrasting materials and colors for accents, such aabuilding entreno*a, railinga � and trim. Avoid an excessive variety of fagode r8U� - `~ - materials. ww�� • Avoid using highly reflective materials and surfaces, such as polished metal, that generate glare, particularly at the pedestrian level. • Materials which may be incorporated include: native � stone, brick, stucco and textured concrete. Alternative materials that achieve similar looks and are of high quality and low maintenance may baconsidered. • Common materials shall be located on all sides of the building with the exception of service areas not visible from a public street, Vagingmofflne breaks up mvQ expanse of building facade • Coordinating materials within a development can Um � together buildings of different sizes, uses and forms. • In new residential neighborhoods at the time of initial building per/nit, houses shall not | be the same color unless there are at least two lots of separation. Houses across the � street from each other are not permitted 0zbe the same color. • Use contrasting but compatible building materials and textures to unify exterior building elements and to create depth, proportion and scale. • In residential developments, buildings should complement each other by using materials and colors within the aame"fannih". • Building colons should be derived from, and related to the finishes of primary building materials. ° Height The overall appearance of development shall be low and hohzonta|, with building, heights throughout the community generally low to medium eom|e. Building heights are expected (and desired) 10 vary to ensure visual interest. • Consider the use of taller buildings and/or elements to highlight significant intersections and pedestriammodea. • Building heights shall be determined in ammenner � which enhances an overall residential qua6ity' Taller bu h elp of EXHMT F Design Guidelines ,Site I PIcxnr%iviO Principles • Maintain compatible relationships with adjacent dwellings and street frontages. • Building heights shall be responsive to heights of homes located on slopes above and below the dwelling. • Sight lines to greenbelts, open areas, q Pe M water features and scenic horizon views are to be optimized and maintained to the r fullest extent possible by minimizing the building height and obstruction. Front porch provides one -story element • Scenic view compatibility shall be considered in determining building height. • Within a neighborhood, a combination of one, one and a half and two story - -- dwellings is encouraged to add diversity to the streetscape. Entire neighborhoods 17 _ or blocks of continuous two story dwellings are discouraged.. • For multilevel dwellings on corner lots, locate a one - story element of the dwelling Front porch roof provides uman scale element at the street corner to help reduce the feeling of enclosure in the neighborhood. • A two -story dwelling can best relate to a neighboring one story if it contains a one -story element. ■ Scale Buildings should appear to be of a "pedestrian" or "human" scale. When components in the built environment are designed in such a way that people feel comfortable, then human scale has been - achieved. In general, this means that the size, patterns, textures, forms, and overall three - dimensional composition can be appreciated at the pedestrian level. ■ Mary the height of buildings,. and /or Varied building scale provides distinction between masses building elements where feasible,, so they appear to be divided into distinct elements or masses. LAKi+ed C-i of oAtwitle Conn ve tev�sove Lc rd [Ase Pf c n pc:6f-e 16 i EXHIBIT F Design Guidelines • Site �lcznning �vinciples Avoid large -scale buildings that are - y "box -like" and typically dominate a site. i • Use building mass j appropriate to the site. Place buildings with larger footprints, height and massing in core I mo; activity areas or in the heart of the f development near -' 1 %l similar densities. By doing so, the impact On adjacent land Pedestrian scale elements located along building facade uses will be reduced. ■ In residential areas, the relationship between the lot size, street width and building scale are important to creating a human scale. Elements such as trees, pedestrian path lighting and porches can aid in achieving human scale.,, ■ Hierarchy It is important to recognize that future projects will be developed using a variety of - buildings with various uses. Vehicular and pedestrian traffic should be able to avoid box like'building scale recognize the hierarchy of buildings and be able to decipher primary buildings from secondary buildings. ■ Primary Buildings' Primary buildings - , such as major anchors, public buildings or major attractions, shall be located at prominent locations, anchoring a major view axis and serving as focal points in the community. ■ Gateway Buildings ■ Buildings at major entrances, comers, intersections or along significant roads should use special, , architectural elements to help identify that location as a "gateway'. These elements also begin to define the sense of place for the community. Primary buildings located on axis and create focal paint E.._.05•YY{pi e1'!F,evisive: Lct.41d Se: Ptctn LApGl'c,+e. 1 EXHIBIT F Desicen G Nicdelin es Site planning peinciplas • Special architectural features may include corner towers, cupolas, clock towers, balconies, colonnades or spires. • The use of vertical elements helps to frame the entrance and guide people into and through the development. iOINERS HELP IDDIIrY CORNER Or BUILDING PS A D O NAY DEVELOPMENT THE ENT DE4L'�PA�IE!`I7 J �, q�,i�ilg 7 I If BALCONIES HELP BREAK BREAKUP HEIGHT tar TOWER Gateway buildings ■ Entrances ■ Primary entrances should be easily identifiable and relate to both human scale as well as the scale of the building(s) they serve. ■ Wherever possible, entrances should be inviting without becoming dark. ~` w .. ■ Main building entrances should be designed to be clearly i - identifiable from primary driveways and drop -offs. Additionally, they should be visible from parking areas. _ ■ Retaining walls"° =- a� ■ All retaining: walls must be faced (veneered) with masonry Main entrytostore (stone, brick, stucco or approved equal). clearly identiflabte ■ Retaining galls adjacent to or visible from any street shalt not exceed 4 feet in height. Grade changes that require retaining walls exceeding 4 feet must be terraced with a minimum of 4 feet clear separation between each wall. Exceptions may be reviewed and approved by the City in order to preserve existing tree stands. / nife_,A C —i+y of o� .v y C-. ampY`e.F'ti "s €ate. Lan,4 Use Plavx Up'cfate_ Fly i EXHIBIT F Ve -sign E.t�nidel Si+e Plcanning Pwinciples ■ Walls should be designed as an integral part of the dwelling design. Stone sizes should be consistent and laid in a horizontal course. Masonry materials shalt match or complement the facade of surrounding buildings. ■ Walls at intersections must not interfere with safe sight distances. PRINCIPLE 6. Enhance Pedestrian experience and establish sense of place through careful, design and location of open spaces The creation of open space throughout the City is an essential technique used to break up building facades. The use of such pockets of interest creates views into the various developments. A wide range of open spaces such as public gathering plazas, open "greens ", common play areas, neighborhood parks and natural preserves can be incorporated into development plans. ■ View Corridors ■ Open space is considered a valuable amenity, therefore A •'., careful consideration of vistas into open spaces from residential lots, streets and drives is required.. ■ Maintain view corridors to provide vistas of amenities, _ natural features, open spaces and other significant elements. • Create focal points at main entries, on axis with major circulation route and pedestrian corridors to establish a community Park strong identity and structure for the project. i a�a s sasciai Fr�rrs � � 1 11.- I - - - - -- — -- f AT TERMINGS OF DIVES r VEGETATION FRAMES VtON AND CREKIES CORRIDOR Vier ofarrerrity feature is framed by use of vegetation and road alignment, creating a signature element tAtt'E +e-cl C-ify of Yc pkiewille- Co pr�� t r si e Lctrvcl We Ptc to Upc6fe 19 EXHIBIT F Dusiqn0A«ideJ\vxem sife- ParksondTrails • In residential ereaa, parka should be located within o 5 minute walk (approximately 1.00Ofeet) from each home. • Tnd| linkages should bu provided from proposed neighborhoods � to the City's comprehensive trail system, forest preserve trails and adjacent developments. m Courtyards and Plazas ---------- m � om �m��m� Courbarde, plazas and terraces should be designed at a human scale and incorporated as public amenities around non-residential buildings. Interrupting building facades to create "outdoor rooms" as well as varying the width of walkways will help onya1e pedestrian spaces. These pedestrian spaces will create opportunities for comfortable outdoor experiences and are critical in defining plazas and courtyards. • Orient p|ezua and courtyards to vie me of site amenities such aa open space, water features, ecu|ptony| elements or : landscaped areas. • Consider opportunities to orient plazas and courtyards toward views of ' | significant buildings or down long / corridors. • Wherever possible, create a sense of enclosure for outdoor seating an*mm. Such areas should be light and airy wh providing a sense of safety from Landscaping and special paving give the the elements. s a a se =e • Add elements such as trees, water features, a variety of seating areas and landscape color to give the public spaces an inviting appearance and visual interest. • Incorporate pedestrian scaled fighting for safety and to promote use in the evening. • Incorporate pavers and paving patterns to add interest and enhance the aes quality of the spaces. • Allow for outdoor tables and seating to promote use of the space. By doing so, an energy [a created along the structure. __A^^AW^ OF SEAMG. MARS, TO ENCOUMSE UM Pfazas and courtyards offer spaces for outdoor cafes LA |fe Cify .I��~^�~ iDe . i EXHIBIT F Design Guidelines Si+e ?tanning Pwinciples PRINCIPLE 7. Thouqhtful consideration of vehicular and pedestrian circulation within individual developments The purpose of the circulation standards is to minimize hazards and conflicts and establish logical circulation patterns. The appropriate integration of vehicular and pedestrian circulation is intended to provide safe and convenient access to all sites while being attractive, efficient and functional. ■ Vehicular Circulation ■ Primary Site Entrances Each entrance to a parcel, individual building site or residential neighborhood from a primary roadway should be designed as a "gateway" to the area it serves. Design elements should be visually interesting and consistent with other streetscape materials used throughout the City. Primary residential entrance highlighted with signage, When designing entries into landscaping and water elements residential and non - residential tracts, developers shall: ■ Coordinate with adjacent properties to consolidate entries and minimize access points along major roadways ■ Minimize pedestrian and vehicle conflicts by reducing the quantity of crosswalks. ■ Clearly identify site entries and provide a clear entry /arrival sequence. H Provide "secondary" entries to parking lots and smaller residential neighborhoods from adjacent perpendicular minor roadways to major roadways. Paving material, plants, signs and lighting should match primary entrance treatments, although landscaping intensity and signage may be reduced in scale, ■ Provide at least one "primary' entry to parking lots or residential communities. The use of medians and /or special paving or landscaping to identify primary entries is required. DEMGN PAR%M WMA - EOGt W, M� UZING MRSECUM AKtCOFfr '@.a2 CtS CROSSWAIWOEMFIED ffHPA'APMS ,h 0, 'RKW4AYENW10 du 'PAWJNG LOT VENORM I C I i_ BY[ANDSCARWAM MFl M SECCH7ARCENI MCCNSSIEM WRH!RRIr,WtHM C43ENAY _ I Single primary entrance reduces access points along Corridor Compt-e-6-nsive .LHtn€l lase- Pfctn rUpc6fe: 21 EXHIBIT F DesgmC Sife-Piu"niw8�;+Acip1ea ° Internal Drives All internal driven should visually lead drivers to building entries, site amenities or focal elements. • Design drives and parking areas to fit the natural contours of the site in order to minimize out and hU and maintain natural drainage. N�^ • Align streets and drives to -- views ofn�nxa�namh/�o������e offer views k» significant architectural features and site amenities and to direct drivers. • Internal streets shall be separated from parking iodn by landscape islands and walkways. " Dmp'OffAreas Drop-off areas for vehicle passengers shall be incorporated into development plans and should � provide safe' convenient eooeoa to building Landscaped island separates entries, pedestrian plazas and public open pa��y�tkom^~drive spaces. Drop-off areas must conform tos&k/\DA regulations and standards. • Emphasize drop-off areas with special paving material. • Design drop-off lanes so they do not obstruct traff �c flow when vehicles are stopped. • Install bollards at drop-offs to provide protection for buildings and pedestrian walkways. � | �������-- � � �uu � .— | L---7���DSTOCREArESPAC�A�D | nROmCT PEnmnmw mRIMvmUP-o*ARaMMu�WL PAVM ���AREAm�wO'mSTRUz M4 Drop-off area doesn't conflict with regular traft and is identifled with paving and bollards Coxn iva LoLviJ [AeeMcwx LApc1c&s 2 _P EXHIBIT F Des8^C^ide]|yie-s Site- MowM|n0'R-;V%cPle-5 " Service Areas Service vehicle circulation throughout the City shall be designed to provide safe and efficient delivery routes for all anticipated service and delivery vehicles. The design of individual pamo|e to accommodate truck access shall meet all regulatory requirements for turning movements without sacrificing other important design objectives. • Locate service areas away from major streets and building entrances. � • A noise barrier is required in situations where e area screened with landscaping service en*ao are adjacent toaresidential land use. • Minimize pedestrian and service vehicle conflicts. • Hide/screen views into service areas. Screening can be prov with landscaping or screen walls. Screen walls shall repeat materials and elements oy the primary building. • Adjoining uses should share service drives where possible. • Design o*nvioa drives to accommodate the traffic intended to use them including all entrance roads and access aisles that will beused to access the service areas. m Pedestrian Circulation i / The purpose of pedestrian circulation standards is to establish guidelines for creating a | pedestrian circulation system that iosafe and efficient. Good walking environments include: continuous routes between aites, clearly defined a000se from parking areas, a variety of connected destinations and a feeling of safety and security. In essence, omaadmg a sense of comfort. � Sidewalks Sidewalks must be constructed to � provide pedestrian ecoeae to adjacent MW development and connections to the r~~ pedestrian trails throughout the City. Within specific developments, sidewalks oheJ| provide access to and from parking lots, ne[ghborhoods, schools, parks and open spaces. = Create distinct pedes corridors, which funnel pedestrians to logical Qodewxmya, plazas or other dest Path provides access 0 park and adjacen neig UnJfad ^ of ^- _ _ /'onm Land We- P[col 2S EXHIBIT F Design 64dde-lines Sire Plcknning PNinciple's • Place special emphasis on pedestrian connections that link schools, recreation areas and other major activity kl areas. • Neighborhoods should have access to open space and pocket parks by way of sidewalks and trails. T • In residential areas, sidewalks should be located on both sides of the street. • Pavers or other changes in material should be used for walks adjacent to buildings and at street intersections to Pavers next to building Identify and enhance pedestrian routes. enhance appearance ■ Crosswalks Crosswalks are required at all intersections and key pedestrian crossings. Crosswalks must be identified by a change in color, - height, width, texture, or materials. Refer to ADA regulations and standards for any specific criteria regarding crosswalks and K ,i 4Y.�� ramps. Enhanced paving delineates crosswalk Pedestrian Circulation in Parking Lots Walkways that lead pedestrians from parking areas to buildings or plazas should be designed to facilitate easy movement and minimize crossing conflicts with vehicles. Pedestrians should feel comfortable about their walkways to buildings and pedestrian corridors should be clearly identified. - ■ Pedestrians should not be required to cross service drives to reach major entrances from primary parking lots. ■ Where major pedestrian routes within parking lots cross Landscaped median with sidewalk roadways and drives., use textured or colored paving materials to distinguish the route. ��W,MM�. ff [Medians with sidewalks allow for sae �MAy� circulation and reduce circulation conflicts. � ■ Wherever feasible orient parking aisles perpendicular to building entrances. l �tmla sacnswcextx� PPfYPoNSi 1. � DIgfCE PHk9FYW 1fiR i CE t CSC a 1 i ,•'4`. ",. 1l.. LO €l PdOYtCE5fi1flY.P[H3i G1EiX4i(4iCIFi #lw£1R&x Median with sidewalk allows sate access to building entry Crosswalk delineated with paving and bollards Comp - e- kensive l c md, @.else Plan (: pdcx"fe- 24 EXHIBIT F Design G uidelines Site Manning , pl- inciples ■ Accessibility Owners and developers are expected to meet or exceed all requirements of the Americans with Disabilities Act (ADA), 1992, and all amendments thereto in the design and development of individual parcels, sites, buildings, and facilities. To the greatest extent possible, provide equal access in a manner that integrates ADA accessibility with ordinary accessibility, rather than separately. s PRINCIPLE 8. Appropriate design of parking lots, utilities, service areas and detention areas to reduce the negative impact of tvpicaliv unattractive site components This section provides standards for the siting and layout of parking lots, service and loading areas, utilities, trash, storage and detention facilities. Specific landscaping criteria for these areas are included in the Landscape Principles section. Site plans specifying parking and circulation designs, utility and detention requirements shall be submitted to the City for review. ■ Parking ■ Parking ratios and quantity of spaces shall comply with the criteria set forth in the United City of Yorkville Zoning Ordinance. ■ Parking areas should be designed and located soars they provide safe and efficient vehicular and - _ r pedestrian circulation within a site. • Minimize negative visual impacts from adjacent roadways. • Break large expanses of pavement with landscape Minimize negative visual impacts of medians and islands. parking from roadways • Divide parking areas which accommodate a large number of vehicles into a series of smaller, connected lots. • Avoid situations where parking spaces directly abut structures. • Separate parking aisles from interior collectors and entry drives whenever possible. - GPUStar 6witd "tngis tco eeewa open spaces te % courtyards _. Walkways to to vildings or E plazas should be designed to facilitate easy movement and m inimi'e oross mg ca[C llic:le rm¢CAS, J Mth vehicles Arrange parking atslets perpena[!ecc tar to huffd9 ng Pr—Ede pede.t'ian entrances access to adjacecat deve lap -e.t. Land ,se "an LApda+e- �J [XrMiOff F De-signGuideline-s Si+e. PlanninO Principle-s • Shared Parking Where opportunities exist for shared parking between uses with staggered peak parking demands, consider reducing the total number of parking spaces within each site or parcel. Parking should be shared between complementary uses such churches and office buildings. • Store Front & Street Parking Requirements All store front parking areas shall use angled parking or parallel parking. Areas shall be provided for sidewalks and landscaping between the store front and the edge of parking stall. • Bicycle To encourage and accommodate alternative transportation modes, provide bicycle parking within each building site. Locate bicycle parking areas so they are visible from building entrances and convenient for riders. Parking areas shall be landscaped in a manner consistent with pedestrian plazas. Also, bike racks should be of a style consistent with other site elements. • Substations/Water/Wastewater Stations Proposed electric substations, water pump stations and wastewater lift stations shall be screened from public views by a means of a 6 foot masonry wall on all sides with the exception of the area for gate access to the facility combined with landscaping. Service access shall be considered and incorporated into the screening program. • Detention • Drainage facilities should be used as an amenity to a development. If the existing topography allows, the location can be incorporated into an entry feature or can be the foundation for a park with trails and open space. • Natural and /or vegetated drainage swales provide open space connections, filter runoff and improve t . 4tq the aesthetic appearance of development. fake serves as main entry feature • Detention facilities should not be designed as to require chain link fencing or concrete walls. It such designs are required due to engineering requirements, consider using decorative modular: stone to give the appearance of a retaining wall. • Detention ponds located in the front yard building setback shall be designed as a curvilinear, Naturalistic drainage channel provides contoured shape. opportunities for trail connection Unife- C ify of I n cx L F cst � wi ll� r� yx vt Gmpr- e�ri ese- iv cmcl We— [ cxigr pcictfe- 26 EXrMi MT F Dasion Ctuide -line-s Si+e PlornninO principles ■ Location of Utilities Visual and sound impacts of utilities, mechanical equipment, data transmission dishes, towers and other equipment should be minimized in all development plans. • Design and install all permanent utility service lines underground. • During construction and maintenance, minimize disruptions to other sites and businesses within the City. • Temporary overhead distribution power and telephone lines are permitted during construction but shall be removed immediately upon completion of site and building construction. • Wherever possible, mount data transmission and receiving telecommunication devices at ground level to the rear of structures and screen views from adjacent roadways, pedestrian paths and building sites. • Screen all electrical transformers, gas meters and other utility cabinets from view. • Structures are prohibited from being located in utility easements. Avoid locating signs, special landscape features, etc. in utility easements. • Air conditioning units, vent systems and other mechanical systems that must be located on building roofs shall be screened from sight at the ground plane, • In residential communities: • Items requiring screening should be located on the rear or side yards when possible and should be integrated into the unit design. • Air conditioning units must be located behind a screen wall or planting hedge. • Utility meters must be located on side or rear elevations of the dwelling. ■ Location of Service /Delivery/Trash /Storage Areas The visual impacts of service, delivery, trash and outdoor equipment or storage areas should be minimized, particularly relative to views from public roadways and pedestrian corridors. Thoughtful placement and integration into the architecture and site design is a priority for all sites. • Orient service entrances, loading docks, waste disposal areas and other similar uses toward service roads and away from major streets and primary building entrances. • Locate loading, service, trash and delivery areas so they do not encroach on any setbacks. feen dumpsters wdPh waffs and materials that match architecture of primary buffidk7g LAIl ife.d Gift'' of o;-k aw�p extensive Land LAse ?tcvvN Update 27 EXHIBIT F Design C-A"i e'llnes Sire Plcxnninc Pt- inciples • Avoid locating service areas where they -� are visible from adjacent buildings or where they may impact view corridors._ - Such facilities are more appropriate at the '".`" rear of buildings or sites. - • Trash enclosures must be located away from residential property lines: t , • Wherever possible, coordinate the locations of service areas between adjacent users or developments, so that Screen dumpsters with walls and materials that service drives can be shared. match architecture of primary building • Locate parking areas for outdoor equipment, trucks, trailers, service vehicles, etc. away from public parking lots and major pedestrian circulation routes. Unless totally out of view, screen these areas architecturally and with landscaping. • All proposed durnpsters, trash receptacles, refuse storage containers, outdoor storage, and ground mounted equipment should be located within an enclosure providing screening along with landscaping along the perimeter. Such enclosures shall repeat materials and elements on the primary building. L k�Avxi+e - Gift' of Yavkvi e- Compv-e6Ksive- I ctnd We Plcxn Vpcic�fe- 28 The Data is provided without warranty or any representation of accuracy, timeliness, or completeness. his the responsibility of the "Requester' to determine accuracy, timeliness, completeness, and appropriateness of its use. The United City of Yorkville makes no warranties, expressed or implied, to the use of the Data. -Parcel Data provided by Kendall County GIS �4 c" Generrai Location of Mite Improvements,,-:' �i f . + 0 25 50 100 150 200 N Windmiff Farms I � - iiiiiW!!T!!!!!!1 {, h 3 w � Exhibit �l I hch equals 100 feet s Exhibit "G" Page 2 of 2 66' ROW CL 33' 33' 18.0' _ 15.6' 15.0' 18.0' - i 12' 12' 5' ti TC — s CL 0.15 �� FIL CL -0.35 CL-0 2% idiN 2% EP — CL -0.27 2.0% FAIN. ..... STRUCT 1. 5 4.40 0.60 G .5 .33 = I 2 x0 0,83 �--1 104.10 = 1.00 2.A3 J J TYPICAL PAVEMENT SECTION - 66' R.C.W. I I N.TS. {� 1.5" BITUMINOUS CONCRETE SURFACE COURSE, CL 1, TY. 2, MIX. D �@} 2.5" 64TUMINOUS CONCRETE BENDER COURSE, CL I, TY. 2 (C 4.5" BITUMINOUS CONCRETE HINDER COURSE, CL I. TY. 2 (2 LIFTS) Q) 10" CRUSHED AGGREGATE SUB —BASE, TY. B. (E) 12" CRUSHED AGGREGATE SUB —BASE, TY. B. (E) COMPACTED SUBGRADE WITH GEC}— TEXTILE FABRIC, AMOCO 4551 OR APPROVED EQUAL © 5" PCC SIDEWALK WITH W /4" CRUSHED AGG. SUB —BASE (B) COMB. CONC. CURB AND GUTTER, TYPE 9-6.12 (I 6" TOP SOIL AND SEEDING Joint filling with hot-poured rubberized asphalt cement EXHIBIT H - WINDMILL FARMS ANNEXATION - RESIDENTIAL FEE SCHEDULE Name of Fee Amount Time of Pavment 1 School District Transition Fee $3,000 per unit Paid to School District Office prior to issuance for building permit At time of building permit, paid at City Hall with separate check made out to 2 Yorkville Bristol Sanitary District Connection Fee $1,400 per unit YBSD 1 3 Yorkville Bristol Sanitary District Annexation Fee 3806 per acre Paid for entire development, at time of annexation to sanitary district I Yorkville Bristol Sanitary District Infrastructure 4 Fee 3806 per acre Paid for entire development, at time of annexation to sanitary district $650 + $.0.20 per 1 5 Residential Building Permit Fee square foot Building Permit I 6 Residential Water Connection Fee $3,700 per unit Building Permit 7 Water Meter Cost (not applicable to fee lock) $390 per unit for SF Building Permit 8 Residential City Sewer Connection Fee $2,000 per unit Building Permit 9 Water and Sewer Inspection Fee $25 per unit Building Permit 10 Public Walks and Driveway Inspection Fee $35 per unit Building Permit 11a Public Works (Development Impact Fee) $700 per unit Building Permit 11b Police (Development Impact Fee) $300 per unit Building Permit Municipal Building Impact Fee is set up as $5,509 per unit if paid at time of permit, or $3,288 per unit if paid at time of final plat for all units in the 11 c Municipal Building (Development Impact Fee) see "time of payment" entirety of the annexed development. 11d Library (Development Impact Fee) $500 per unit Building Permit 11 a Parks and Rec (Development Impact Fee) $50 per unit Building Permit 11f Engineering (Development Impact Fee) $100 per unit Building Permit Bristol Kendall Fire District (Development Impact 11g Fee) $1,000 per unit Building Permit Calculated by ordinance, $101,000 Building Permit or Final Plat, depending on annexation /development 12 Parks Land Cash Fee per acre agreement and land /cash donations negotiated Calculated by ordinance, $101,000 Building Permit or Final Plat, depending on annexation /development 13 School Land Cash Fee per acre agreement and land /cash donations negotiated l 14 Road Contribution Fund $2,000 per unit Building Permit $1,707 per unit, escalating each calendar year at a rate Building Permit determined by 15 County Road Fee ordinance 16 Weather Warning Siren $75 per acre Final Plat 1.75% of Approved Engineer's Estimate of Cost of Land 17 Administration Review Fee Improvements Final Plat 1.25% of Approved Engineer's Estimate of Cost of Land 18 Engineering Review Fee Improvements Final Plat 0.35% of Approved Engineer's Estimate of Cost of Land 19 Engineering Coordination Fee Improvements Final Plat I i EXHIBIT H - COMMERCIAL PERMIT FEES A 0 CIr o United City of Yorkville O ;f .c► County Seat of Kendall County 800 Game Farm Road EST. , = 1838 Yorkville, Illinois, 605`60 Telephone: 630- 553 -4350 �� G] Fax: 630 - 553 -7575 Website: www.yorkville.il.us <CE 1V COMMERCIAL PERMIT FEES Permit/Plan Review Building Permit $750.00 plus $0,20 per square foot Plan Review Based on building size (See Attached) Contributions Development Fee $3000.00* - See Attached Ordinance 2004 -55 (Increase in Bristol Kendall Fire Protection District Fee) Water /Sewer Sewer Tap See Attached Ordinance #96 -11 Water Tap Water Meter Size Water Connection Fee 1" $ 3,700 1 1/2" $ 4,000 2" $ 5,000 3" $ 8,000 4 $15,000 6" and larger TBD Water Meter Water Meter Size Water Meter Price 1 $ 485.00 1 ' /z" $ 790.00 2" $2800.00 3" $3550.00 4" $5420.00 6 $8875.00 Engineering Inspections $60.00 River Crossing Fee $25.00 per drain unit. See attached Ordinance 97 -11 * *Engineering and Landscaping review fees will be billed separately. * ** Please call the Yorkville Bristol Sanitary District for sanitary permit fees (630) 553 -7657 EXHIBIT H - MULTI - FAMILY PERMIT FEES A, New Construction Per Unit 5350.00 plus $0.15 per s,f. B. Remodeling Per Unit $175.00 plus $0.10 per 51 C. Detached Garage Per Unit without Electrical $50.00 D. Detached Garage Per Unit with Electrical $100.00 E. Temporary to Start Construction 25% of Rill permit fee, not to be applied to the full permit fee F. Temporary Certificate of Occupancy when Requested by $50 per unit (non - refundable) Lhe Builder when Circumstances Do Not Warrant ALL OTHER USE GROUPS A. New Construction $750.00 plus $0.20 per square foot B. Additions $500.00 plus $0.20 per square.foot C. Remodeling $350.00 plus $0.10 per square foot D. Temporary to Start Construction 25% of full permit fee, not to be applied to the full permit fee E. Temporary Certificate of Occupancy when Requested by $200.00 (non - refundable) the Builder when Circumstances Do Not Warrant NOTE: Building permit fee does not include the plan review fee for the "multiple- family residential use group" and "other use group" categories. The plan review fee will be based on the schedule following the permit fees, Plan review fees to the inspection firm will be paid at the same time as the building permit fee. EXHIBIT H PLANREJ17EW FEES (Mav vary due to outside consuliant'sfee schedules.) BUILDING CODE Building Size Fee 1 to 60,000 cubic feet $355.00 60,001 to 80,000 cubic feet $400.00 80,001 to 100,000 cubic feet $475.00 100,001 to 150,000 cubic feet $550.00 150,001 to 200,000 cubic feet $650.00 over 200,000 cubic feet $650.00 + $ 6.50 per 10,000 cubic feet over 200,000 REMODELmTG PLAN REVIFW 1/2 of Plan Review Fee Listed Above ELECTRICAL, MECHANICAL, OR PLUMBING PLAN REVIEW ONLY 1/4 of Plan Review Fee Listed Above FIRE DE'T'ECTION /ALARM SYSTEMS $115.00 per.10,000 square feet of floor area FIRE SPRINKLER SYSTEMS Number of Sprinklers Pipe Schedule .Hydraulic Calculated Up to 200 $250.00 $500.00 201 -300 $300.00 $575.00 301 -500 $400.00 $775.00 Over 500 $450.00 $850.00 PLUS, for each Sprinkler over 500: $0.60 /each $0.95 /each ALTERNATE FIRE SUPPRESSION SYSTEMS Standpipe $175.00 per Standpipe Riser (No charge with Sprinkler Review) Specialized Extinguisher Agent (Dry or Other Chemical Agent) $125,00 per 50 pounds Hood & Duct Cooking Extinguisher Agent $150.00 flat rate per system. NOTE: if any plan has to be sent to an outside consultant other than the inspection firm, the outside consultant's fee(s) will be charged and that fee paid directly to the outside consultant. I