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Ordinance 2005-025 200500014962 Filed for Record in KENDALL COUNTYP ILLINOIS STATE OF ILLINOIS ) PAUL ANDERSON ss 06- 01 - 2j 05 At 10 :21 am. COUNTY OF KENDALL ORDINANCE 140.00 ORDINANCE NO. 2005- S AN ORDINANCE AUTHORIZING THE EXECUTION OF AN ANNEXATION AGREEMENT AND PLANNED UNIT DEVELOPMENT AGREEMENT FOR AUTUMN CREEK I WHEREAS, it is prudent and in the best interest of the UNITED CITY OF YORKVILLE, Kendall County, Illinois, that a certain Annexation Agreement and i Planned Unit Development Agreement pertaining to the annexation of real estate described on the Exhibit "A" attached hereto and made a part hereof entered into by the UNITED CITY OF YORKVILLE; and I WHEREAS, said Annexation and Planned Unit Development Agreement has been drafted and has been considered by the City Council; and WHEREAS, the legal owners of record of the territory which is the subject of said I Agreement are ready, willing and able to enter into said Agreement and to perform the obligations as required hereunder; and WHEREAS, the statutory procedures provided in 65 ILCS 5/11 - 15.1 -1, as amended, I for the execution of said Annexation and Planned Unit Development Agreement has been fully complied with; and WHEREAS, the property is presently contiguous to the City; I I NOW THEREFORE, BE IT ORDAINED BY THE MAYOR AND THE CITY COUNCIL OF THE UNITED CITY OF YORKVILE, KENDALL COUNTY, ILLINOIS, AS FOLLOWS; Section 1: The Mayor and the City Clerk are herewith authorized and directed to A and Planned Unit Development execute, on behalf of the City, an Annexation Agreement concerning the annexation of fnd Planned Unit Development the real estate described therein, a copy of which Annexatioft Agreement is attached hereto and made a part hereof. Section 2: This ordinance shall be in full force and effect from and after its passage and approval as provided by law. WANDA OHARE JOSEPH BESCO VALERIE BURR � PAUL JAMES LARRY KOT Y' MARTY MUNNS ROSE SPEARS Y Y' RICHARD STICKA Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this Day of /J f , A.D. 2005. MAYOR Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this tD l" day of A.D. 2005. ATTEST: CITY CLERK Prepared by: John Justin Wyeth City Attorney United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 I I i I I, EXHIBIT "A" TO AN ORDINANCE AUTHORIZING THE EXECUTION OF AN ANNEXATION AGREEMENT AND PLANNED DEVELOPMENT AGREEMENT FOR AUTUMN CREEK PARCEL 1: THAT PART OF THE WEST HALF OF SECTION 22, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT AN EXISTING IRON PIPE STAKE SAID TO BE OVER THE ORIGINAL LOCATION OF A STONE IN THE CENTER LINE OF THE BRISTOL AND OSWEGO ROAD, PREVIOUSLY DESCRIBED AS BEING 23.05 CHAINS WEST AND NORTH 35 DEGREES 30 MINUTES WEST 11.02 CHAINS FROM THE SOUTHEAST CORNER OF SAID SECTION 22; THENCE NORTH 34 DEGREES 59 MINUTES 00 SECONDS WEST, ALONG A LINE FORMING AN ANGLE OF 93 DEGREES 23 MINUTES 07 SECONDS WITH THE CENTERLINE OF U.S. ROUTE 34, MEASURED FROM NORTHEAST TO NORTHWEST, 2,054.60 FEET FOR POINT OF BEGINNING; THENCE SOUTH 52 DEGREES 08 MINUTES 00 SECONDS WEST, 825.40 FEET; THENCE NORTH 38 DEGREES 06 MINUTES 00 SECONDS WEST, 1,803.88 FEET TO THE CENTER LINE OF KENNEDY ROAD; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, 1,581.49 FEET TO A POINT WHICH IS 350.0 FEET SOUTHWESTERLY OF, AS MEASURED ALONG SAID CENTER LINE, THE MOST EASTERLY CORNER OF BRISTOL LAKE SUBDIVISION; THENCE SOUTH 38 DEGREES 15 MINUTES 40 SECONDS EAST, 1,639.93 FEET TO A LINE DRAWN NORTH 52 DEGREES 45 MINUTES 17 SECONDS EAST FROM THE POINT OF BEGINNING; THENCE SOUTH 52 DEGREES 45 MINUTES 17 SECONDS WEST, 750.69 FEET TO THE POINT OF BEGINNING, IN BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS. PARCEL 2: THAT PART OF THE SOUTH HALF OF SECTION 15 AND THAT PART OF THE NORTH HALF OF SECTION 22, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEASTERLY CORNER OF BRISTOL LAKE SUBDIVISION, AS PER THE PLAT THEREOF FILED FOR RECORD AS DOCUMENT 137733 IN PLAT BOOK 10 AT PAGE 58 ON MAY 10, 1962; THENCE NORTHWESTERLY ALONG THE NORTHEASTERLY LINE OF SAID SUBDIVISION 1988.0 FEET TO THE NORTHEASTERLY CORNER OF SAID SUBDIVISION; THENCE NORTHWESTERLY ALONG A LINE MAKING AN ANGLE OF 180 DEGREES 13 MINUTES 25 SECONDS MEASURED COUNTER- CLOCKWISE FROM THE LAST DESCRIBED COURSE, A DISTANCE OF 895.02 FEET TO AN EXISTING IRON PIPE STAKE; THENCE EASTERLY ALONG AN OLD FENCE LINE FORMING AN INTERIOR ANGLE OF 58 DEGREES 15 MINUTES 28 SECONDS WITH THE LAST DESCRIBED COURSE, A DISTANCE OF 1298.88 FEET (19.68 CHAINS) TO AN IRON PIPE STAKE HEREWITH PLACED; THENCE SOUTHEASTERLY ALONG AN OLD ESTABLISHED LINE OF OCCUPATION FORMING AN INTERIOR ANGLE OF 124 DEGREES 23 MINUTES 38 SECONDS WITH THE LAST DESCRIBED COURSE A DISTANCE OF 2185.47 FEET TO AN EXISTING IRON PIPE STAKE ON THE CENTER LINE OF KENNEDY ROAD WHICH IS 1213.59 FEET NORTHEASTERLY FROM THE POINT OF BEGINNING, AS MEASURED ALONG SAID CENTER LINE; THENCE SOUTHWESTERLY ALONG SAID CENTER LINE 1213.59 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. PARCEL 3: THAT PART OF THE NORTH HALF OF SECTION 22, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEASTERLY CORNER OF BRISTOL LAKE SUBDIVISION AS PER THE PLAT THEREOF FILED FOR RECORD AS DOCUMENT 137733 IN PLAT BOOK 10 AT PAGE 58 ON MAY 10, 1962; THENCE NORTHEASTERLY ALONG THE CENTER LINE OF KENNEDY ROAD, WHICH MAKES AN ANGLE OF 88 DEGREES 58 MINUTES 47 SECONDS WITH THE NORTHEASTERLY LINE OF SAID SUBDIVISION, MEASURED CLOCKWISE THEREFROM, A DISTANCE OF 1213.59 FEET; THENCE SOUTHERLY ALONG AN OLD EXISTING LINE OF OCCUPATION FORMING AN INTERIOR ANGLE OF 94 DEGREES 54 MINUTES 43 SECONDS WITH THE LAST DESCRIBED COURSE, A DISTANCE OF 1228.39 FEET; THENCE SOUTHWESTERLY PARALLEL WITH THE AFORESAID CENTER LINE OF KENNEDY ROAD, 1348.57 FEET; THENCE NORTHWESTERLY ALONG A LINE FORMING AN INTERIOR ANGLE OF 88 DEGREES 37 MINUTES 37 SECONDS WITH THE LAST DESCRIBED COURSE A DISTANCE OF 1224.23 FEET TO A POINT ON THE SOUTHEASTERLY LINE OF SAID BRISTOL LAKE SUBDIVISION WHICH IS 0.46 FEET SOUTHWESTERLY FROM THE POINT OF BEGINNING; THENCE NORTHEASTERLY ALONG SAID SOUTHEASTERLY LINE 0.46 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS (EXCEPTING THEREFROM THAT LAND CONVEYED TO KENNETH D. DOTY, JR., IN DEED RECORDED AS DOCUMENT NUMBER R85 -5973, DESCRIBED AS FOLLOWS: THAT PART OF THE NORTHWEST QUARTER OF SECTION 22, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: i BEGINNING AT THE SOUTHEASTERLY CORNER OF BRISTOL LAKE SUBDIVISION; THENCE NORTHEASTERLY ALONG THE CENTER LINE OF KENNEDY ROAD, 299.54 FEET; THENCE SOUTHEASTERLY AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, 287.11 FEET; THENCE SOUTHWESTERLY, AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, 306.88 FEET TO THE EASTERLY LINE OF A TRACT OF LAND CONVEYED TO HERBERT L. RUCKS BY A WARRANTY DEED RECORDED AUGUST 1, 1966 IN BOOK 149 ON PAGE 303; THENCE NORTHWESTERLY ALONG SAID EASTERLY LINE TO A POINT ON SAID CENTER LINE WHICH IS 0.46 FEET SOUTHWESTERLY OF THE POINT OF BEGINNING; THENCE NORTHEASTERLY i ALONG SAID CENTER LINE, 0.46 FEET TO THE POINT OF BEGINNING, IN BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS) PARCEL 4: THAT PART OF SECTION 22, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEASTERLY CORNER OF BRISTOL LAKE SUBDIVISION AS PER THE PLAT THEREOF FILED FOR RECORD AS DOCUMENT 137733 IN PLAT BOOK 10 AT PAGE 58 ON MAY 10, 1962; THENCE NORTHEASTERLY ALONG THE CENTER LINE OF KENNEDY ROAD WHICH MAKES AN ANGLE OF 88 DEGREES 58 MINUTES 47 SECONDS WITH THE NORTHEASTERLY LINE OF SAID SUBDIVISION, MEASURED CLOCKWISE THEREFROM, A DISTANCE OF 1213.59 FEET; THENCE SOUTHERLY ALONG AN OLD EXISTING LINE OF OCCUPATION FORMING AN INTERIOR ANGLE OF 94 DEGREES 54 MINUTES 43 SECONDS WITH THE LAST DESCRIBED COURSE, A DISTANCE OF 1228.39 FEET; THENCE SOUTHWESTERLY PARALLEL WITH THE AFORESAID CENTER LINE OF KENNEDY ROAD, 1364.57 FEET FOR THE POINT OF BEGINNING; THENCE NORTHEASTERLY ALONG THE LAST DESCRIBED COURSE 1348.57 FEET TO THE PENULTIMATE DESCRIBED POINT; THENCE SOUTHEASTERLY ALONG A LINE FORMING AN INTERIOR ANGLE OF 94 DEGREES 54 MINUTES 43 SECONDS WITH THE LAST DESCRIBED COURSE, A DISTANCE OF 1402.38 FEET; THENCE SOUTHWESTERLY ALONG A LINE FORMING AN INTERIOR ANGLE OF 84 DEGREES 52 MINUTES 28 SECONDS WITH THE LAST DESCRIBED COURSE (BEING A LINE DRAWN PARALLEL WITH THE CENTER LINE OF U.S. HIGHWAY ROUTE 34) A DISTANCE OF 2301.24 FEET; THENCE NORTHWESTERLY ALONG A LINE DRAWN NORTH 35 DEGREES 30 MINUTES WEST FROM A POINT ON THE SOUTHERLY LINE OF SAID SECTION 22 WHICH IS 23.03 CHAINS WEST OF THE SOUTHEAST CORNER OF SAID SECTION 22 (SAID LINE FORMING AN INTERIOR ANGLE OF 93 DEGREES 23 MINUTES 07 SECONDS WITH THE LAST DESCRIBED COURSE) A DISTANCE OF 914.67 FEET; THENCE NORTHEASTERLY ALONG A LINE FORMING AN INTERIOR ANGLE OF 92 DEGREES 15 MINUTES 44 SECONDS WITH THE LAST DESCRIBED COURSE 877.73 FEET; THENCE NORTHWESTERLY ALONG A LINE FORMING AN INTERIOR ANGLE OF 263 DEGREES 11 MINUTES 34 SECONDS WITH THE LAST DESCRIBED COURSE, A DISTANCE OF 392.38 TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. PARCEL 5: THAT PART OF SECTION 22, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEASTERLY CORNER OF BRISTOL LAKE SUBDIVISION AS PER THE PLAT THEREOF FILED FOR RECORD AS DOCUMENT 137733 IN PLAT BOOK 10, PAGE 58 ON MAY 10, 1962; THENCE NORTHEASTERLY ALONG THE CENTER LINE OF KENNEDY ROAD FORMING AN ANGLE OF 88 DEGREES 58 MINUTES 47 SECONDS WITH THE NORTHEASTERLY LINE OF SAID SUBDIVISION, MEASURED CLOCKWISE THEREFROM, A DISTANCE OF 1213.59 FEET; THENCE SOUTHERLY ALONG AN OLD EXISTING LINE OF OCCUPATION FORMING AN INTERIOR ANGLE OF 94 DEGREES 54 MINUTES 43 SECONDS WITH THE LAST DESCRIBED COURSE, 2630.77 FEET FOR THE POINT OF BEGINNING; THENCE SOUTHEASTERLY ALONG THE PROLONGATION OF THE LAST DESCRIBED COURSE 1142.51 FEET TO THE CENTER LINE OF U.S. HIGHWAY ROUTE 34; THENCE SOUTHWESTERLY ALONG SAID CENTER LINE FORMING AN INTERIOR ANGLE WITH THE LAST DESCRIBED COURSE OF 84 DEGREES 52 MINUTES 28 SECONDS, 2336.0 FEET TO Ali EXISTING IRON PIPE STAKE SAID TO BE OVER THE ORIGINAL LOCATION OF A STONE IN THE CENTER LINE OF THE ORIGINAL BRISTOL AND OSWEGO ROAD PREVIOUSLY DESCRIBED AS BEING 23.05 CHAINS WEST AND THENCE NORTH 35 DEGREES 30 MINUTES WEST 11.02 CHAINS FROM THE SOUTHEAST CORNER OF SAID SECTION 22; THENCE NORTH 35 DEGREES 30 MINUTES WEST ALONG A LINE FORMING AN INTERIOR ANGLE OF 93 DEGREES 23 MINUTES 07 SECONDS WITH THE LAST DESCRIBED COURSE 1139.93 FEET TO A LINE DRAWN SOUTHWESTERLY PARALLEL WITH SAID CENTER LINE OF SAID ROUTE NO. 34 FROM THE POINT OF BEGINNING; THENCE NORTHEASTERLY ALONG SAID PARALLEL LINE FORMING AN INTERIOR ANGLE OF 86 DEGREES 36 MINUTES 53 SECONDS WITH THE LAST DESCRIBED COURSE 2301.24 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. CHOI/ 12426210.1 1 ' REV. - CLB - 5/19/05 ANNEXATION AGREEMENT AND PLANNED DEVELOPMENT AGREEMENT (Autumn Creek Subdivision) THIS ANNEXATION AGREEMENT AND PLANNED DEVELOPMENT AGREEMENT ( "Agreement "), is made and entered as of the l?/ day of April, 2005 by and between RICHARD J. THEIDEL and LASALLE BANK NATIONAL ASSOCIATION, as Successor Trustee under Trust Agreement dated February 15, 1977 and known as Trust No. 4198 (collectively, "OWNERS "), PULTE HOME CORPORATION, a Michigan corporation ( "DEVELOPER") and the UNITED CITY OF YORKVILLE, a municipal corporation organized and existing under and by virtue of the laws of the State of Illinois (hereinafter I referred to as "CITY ") by and through its Mayor and Aldermen ( "Corporate Authorities "). OWNERS and DEVELOPER and the CITY are sometimes hereinafter referred to individually as a "Party" and collectively as the "Parties ". CH01/ 1 3902 5 .1 RECITALS: A. OWNERS and DEVELOPER are the owners of record of certain parcels of real estate legally described and shown on the Plat of Annexation, attached hereto as Exhibit "A" (hereinafter referred to as "SUBJECT PROPERTY "). B. OWNERS and DEVELOPER desire to annex the SUBJECT PROPERTY to the CITY for the purposes of developing (i) a residential planned development (PUD) known as Autumn Creek as to a part and (ii) a commercial planned development as to a part. The SUBJECT PROPERTY is currently contiguous with the existing corporate limits of the CITY and is not within the boundary of any other city. i C. OWNERS and DEVELOPER desire to proceed with the development thereof for residential and commercial use in accordance with the terms and provisions of this Agreement. D. OWNERS and DEVELOPER propose that the SUBJECT PROPERTY be rezoned as (i) R -2 and R -3 Single - Family Residence Districts under the City Zoning Ordinance ( "Zoning Ordinance ") with a Special Use for a Planned Development, to be developed with attached and detached single - family residences within the residential portion of the SUBJECT PROPERTY consisting of approximately two hundred sixty -five (265) acres, legally described in Exhibit `B" attached hereto and referred to as the "Residential Parcel" (with the R -2 portion being legally described on Exhibit B -1 and the R -3 portion being legally described on Exhibit B -2) and (ii) a B -3 Business District with the uses listed as Permitted Uses in the B -3 Business District, (including banks with drive - through service and including dry cleaning facilities) with a Special Use for a Planned Development within the commercial portion of the SUBJECT PROPERTY consisting of approximately twenty -one and five hundredths (21.05) acres, legally described in Exhibit "C" attached hereto and referred to as the "Commercial C 12390295.13 2 Parcel ", all as depicted on the Preliminary PUD Plan attached hereto and incorporated herein as Exhibit "D ". E. OWNERS intend to sell the Commercial Parcel to a developer of commercial properties (the "COMMERCIAL DEVELOPER ") who will develop the Commercial Parcel and perform the obligations of the COMMERCIAL DEVELOPER set forth herein. F. All public hearings, as required by law, have been duly held by the appropriate hearing bodies of the CITY upon the matters covered by this Agreement. The Plan Commission conducted a public hearing regarding the requested zoning and the Preliminary PUD Plan on October 13, 2004. City Council conducted the public hearing on the annexation agreement on i November 9, 2004. G. The CITY and OWNERS and DEVELOPER have given all appropriate notices due to be given pursuant to applicable provisions of the Illinois Compiled Statutes and the City Code. H. The Corporate Authorities, after due and careful consideration, have concluded that the Execution of this Annexation Agreement and Planned Development Agreement and the rezoning, subdivision and development of the SUBJECT PROPERTY as provided for herein, will inure to the benefit and improvement of the CITY in that it will increase the taxable value of the real property within its corporate limits, promote the sound planning and development of the CITY and will otherwise enhance and promote the general welfare of the people of the CITY. I. (i) Each party agrees that it is in the best interests of the OWNERS and DEVELOPER and the CITY to annex and develop the SUBJECT PROPERTY described in the attached Exhibit "A" as a Planned Development establishing a unique character through the provision of a C 01/ 2390295.13 3 mix of residential uses in conformance with the United City of Yorkville Comprehensive Plan within a master planned community including neighborhoods, open spaces totaling over approximately 92.33 acres interspersed throughout the Residential Parcel and a carefully integrated commercial use within the Commercial Parcel and through the provision of orderly flow of traffic within the development and to adjoining real property. (ii) Each party agrees that it is in the best interest of the local governmental bodies affected and the OWNERS and DEVELOPER to provide for performance standards in the development of the SUBJECT PROPERTY. (iii) Each party agrees that a substantial impact will be placed on the services of the United City of Yorkville and other governmental agencies by development of said SUBJECT PROPERTY. (iv) The SUBJECT PROPERTY is contiguous to the corporate boundaries of the CITY. J. It is the desire of the CITY, the OWNERS and DEVELOPER that the development and use of the SUBJECT PROPERTY proceed as conveniently as may be, in accordance with the terms and provisions of this Agreement, and be subject to the applicable ordinances, codes and regulations of the CITY now in force and effect, except as otherwise provided in this Agreement. K. The OWNERS and DEVELOPER and their representatives have discussed the proposed annexation and have had public hearings with the Plan Commission and the City Council, and prior to the execution hereof, notice was duly published and a public hearing was G�- CHOU 2390295.13 4 held to consider this Agreement, as required by the statutes of the State of Illinois in such case made and provided. NOW, THEREFORE, in consideration of the foregoing preambles and mutual covenants and agreements contained herein, the Parties hereto agree to enter into this Agreement and to supplement the Petition for Zoning and Annexation and drawings submitted therewith, including the Preliminary PUD Plan, attached hereto as Exhibit "D" and agree that the annexation, zoning and plan for the SUBJECT PROPERY shall be approved by the City Council upon the following terms and conditions and in consideration of the various agreements made between the parties: 1. LEGAL CONFORMANCE WITH LAW. This Agreement is made pursuant to and in accordance with the provisions of the CITY ordinances, as amended from time to time, and applicable provisions of the Illinois Compiled Statutes and the i Illinois Constitution. 2. ANNEXATION AND ZONING. As soon as reasonably practicable following the execution of this Agreement, the Corporate Authorities shall adopt such ordinances as may be necessary and appropriate to annex and rezone the SUBJECT PROPERTY (i) under the R -2 and R -3 Single - Family Residence District provisions of the City Zoning Ordinance ( "Zoning Ordinance ") with a Special Use for a Planned Development with 575 residences (317 single - family residences and 258 townhome residences) as to the Residential Parcel and (ii) under the B -3 Business District provisions of the Zoning Ordinance, with a special use as a Planned Development as to the Commercial Parcel, all as shown on the Preliminary PUD Plan attached hereto as Exhibit "D ", provided that interim use of all or any portion of the SUBJECT PROPERTY as agricultural and CHO1/ 2390295.13 5 nursery uses shall be permitted as legal non - conforming uses of the SUBJECT PROPERTY until such portions are actually developed. OWNERS and DEVELOPER agree that the SUBJECT PROPERTY shall be developed in accordance with the ordinances of the CITY, as approved or subsequently amended, unless otherwise provided for herein, and agree to follow all of the policies and procedures of the CITY in connection with such development except as modified in this Agreement and the Preliminary PUD Plan (Exhibit "D "). The CITY agrees to consider future applications for a special use for portions of the Commercial Parcel, including applications for uses that are designated special uses within the B- 3 zoning classification as of the date of this Agreement. At such time as the locations of any of such uses are determined, OWNER shall apply for special uses therefor and the CITY shall conduct any necessary public hearings therefor. 3. VARIATIONS FROM LOCAL CODES. The specific modifications and deviations from the CITY's ordinances, rules, and codes as set forth in Exhibit "E" attached hereto have been requested, approved and are permitted with respect to the development, construction, and use of the SUBJECT PROPERTY ( "Permitted Variations "). 4. UTILITIES, EASEMENTS AND PUBLIC IMPROVEMENTS. OWNERS I and DEVELOPER agree that any extension and /or construction of the utilities and public improvements shall be performed in accordance with existing CITY subdivision regulations as varied by this Agreement. Any on -site work and the cost thereof shall be the responsibility of OWNERS and DEVELOPER within their respective parcels as outlined in Exhibit "E1" (Utilities and Public Improvements) except as otherwise provided in this Agreement. The CITY shall have the sole responsibility of obtaining any off -site easements for water distribution along CHO I/ 12390295.13 6 US Route 34 and responsibility for off -site street related improvements as outlined in Exhibit "ET'. In the event the CITY cannot obtain the necessary off -site easements for the extension of the watermains, OWNERS and DEVELOPER shall be allowed to extend water mains from other locations to their respective parcels on the SUBJECT PROPERTY within existing easements or rights -of -way. In addition, the CITY agrees that, at DEVELOPER's request, the CITY shall exercise reasonable and best efforts to acquire off -site easements. All reasonable costs related to or associated with condemnation of property as well as the cost of acquisition of the real property approved in advance by DEVELOPER for easement purposes only, and not as to acquisition of fee title, shall be the responsibility of DEVELOPER. The CITY shall not incur any acquisition cost not approved by DEVELOPER. 5. POTABLE WATER SUPPLY, SANITARY SEWER, RECAPTURE, AND FUNDING MECHANISMS. A. The CITY represents to OWNERS and DEVELOPER that the CITY owns potable water, fire flow and water storage facilities and that such facilities will have sufficient capacity to adequately serve the needs of the OWNERS, DEVELOPER and occupants of the SUBJECT PROPERTY as developed pursuant to the terms of this Agreement. B. With the respect to sanitary sewer treatment capacity, the CITY shall assist and cooperate with OWNERS and DEVELOPER in their efforts to acquire adequate sanitary sewer treatment capacity from the Yorkville Bristol Sanitary District for use within their respective parcels in the SUBJECT PROPERTY as developed pursuant to this Agreement. Additionally, the CITY shall also assist and cooperate with OWNERS and DEVELOPER in their efforts to obtain adequate means of delivery of such sanitary sewer capacity to the SUBJECT PROPERTY CHOq1390295.13 7 or, in the alternative, shall provide such means of delivery, subject, however, to the requirements of the Yorkville Bristol Sanitary District where appropriate. The CITY shall seek to obtain such governmental approvals and permits, but in the event that its best efforts are not successful, the CITY shall not be liable for any failure to provide adequate means of delivery of the sanitary sewer treatment capacity contemplated under this Subsection S.B. arising from its inability to obtain such approvals and permits; and the CITY undertakes no duty to pay for the extension of sanitary sewer extensions to the SUBJECT PROPERTY. C. If at the time OWNERS and /or DEVELOPER propose to develop the first Phase of the SUBJECT PROPERTY, either the Yorkville Bristol Sanitary District does not have sufficient capacity or facilities to handle the waste water treatment of that portion or Phase of the SUBJECT PROPERTY being developed or the CITY does not have adequate means of delivery of the aforementioned waste water to the treatment plant including, but not limited to the CITY not having obtained an easement from the owner of the property immediately west of the SUBJECT PROPERTY along Route 34, known as Hamman property (the "Hamman Easement ") for the purpose of constructing a sanitary sewer line from the Countryside lift station through the Hamman property to the westerly boundary of the SUBJECT PROPERTY for the benefit of the SUBJECT PROPERTY (the "Hamman Sewer Alternative "), it is agreed that DEVELOPER shall have the right to obtain sanitary sewer service for the Residential Parcel using a lift station constructed by DEVELOPER for the purpose of connecting the Residential Parcel to the sanitary sewer system within an existing residential development northwest of the SUBJECT PROPERTY, known as the Menard's property (the " Menard's Sewer Alternative "). In the event the CITY obtains the Hamman Easement prior to the time DEVELOPER commences the installation of the sanitary sewer for the SUBJECT PROPERTY, DEVELOPER CHO1/ 12390295.13 8 shall design and install the Hamman Sewer Alternative. In the event the CITY does not obtain the Hamman Easement prior to such time, DEVELOPER shall install the Menard's Sewer Alternative. Any installation performed by DEVELOPER (whether the Hamman Sewer Alternative or the Menard's Sewer Alternative) shall be entitled to a recapture for DEVELOPER pursuant to Sections 18 and 22.A. hereof. In the event the DEVELOPER installs the Menard's Sewer Alternative, the CITY shall assume the obligation to pay and maintain the lift station and thereafter, when the CITY later obtains the Hamman Easement and installs the Hamman Sewer Alternative, DEVELOPER may connect any future Phases of the SUBJECT PROPERTY to the i Hamman Sewer Alternative without contribution or payment of a recapture fee for the costs i thereof. If DEVELOPER installs the Hamman Sewer Alternative and for any reason the CITY agrees with the owner of the Hamman property not to collect a recapture of the costs of the Hamman Sewer Alternative designed and installed by DEVELOPER attributable to the Hamman property, then the CITY shall credit DEVELOPER with the amounts that are attributable to the Hamman property against sanitary sewer tap -on fees otherwise payable by DEVELOPER. D. The CITY represents to OWNERS and DEVELOPER that neither OWNERS nor DEVELOPER shall become liable to the CITY or any other party for recapture upon the annexation and /or development of the SUBJECT PROPERTY for any existing sewer or water lines or storm water lines and/or storage facilities that may serve the SUBJECT PROPERTY, except for a recapture which may become due to MPI Development, owner of the property to the east of the SUBJECT PROPERTY for any improvements installed by MPI, which benefit the SUBJECT PROPERTY; provided, however, subject to the terms of this Agreement, DEVELOPER shall be responsible to pay sewer and water connection fees for the Residential 0�— CHO1/ 12390295.13 9 Parcel and OWNERS shall be responsible to pay such fees for the Commercial Parcel subject to the terms of this Agreement. E. The parties acknowledge that the CITY is currently preparing plans for the design and construction of improvements to Kennedy Road, which bisects the SUBJECT PROPERTY. The CITY shall construct the improvements to Kennedy Road, which shall include underground crossings where lines and mains for sanitary sewer, water, storm sewer and other utilities may be extended across Kennedy Road in the future. In order to enable the CITY to pay for the cost of such improvements, DEVELOPER shall prepay the Perimeter Road Fee due for the Residential Parcel in the amount of One Million One Hundred Fifty Thousand and no /100 Dollars ($1,150,000.00), being the sum of Two Thousand Dollars ($2,000.00) multiplied by the number of dwelling units contained in the Preliminary PUD Plan. The prepayment shall be paid in i increments, with each increment being due and payable within thirty (30) days after each draw request is made under the contract or contracts let by the CITY for the design and construction of the road, with DEVELOPER's total payment not to exceed One Million One Hundred Fifty Thousand and no /100 Dollars ($1,150,000.00). The CITY shall not withhold permits or approvals for any portion of the SUBJECT PROPERTY if the Kennedy Road improvements are not completed by the CITY. 6. SECURITY INSTRUMENTS. A. Postins Security. Each of OWNER and DEVELOPER shall deposit, or cause to be deposited, with the CITY such irrevocable letters of credit or surety bonds in the forms prescribed by the ordinances of the CITY ( "Security Instruments ") to guarantee completion and maintenance of the public improvements to be constructed as a part of the development of each Phase of Development within their respective parcels as are required by applicable ordinances of the CITY. The DEVELOPER or OWNER shall have the sole discretion, subject -'�K CH011 2390295.13 10 to compliance with Illinois law, as to whether an irrevocable letter of credit or surety bond will be used as the security instruments. The amount and duration of each Security Instrument shall be as required by applicable ordinances of the CITY. The City Council upon recommendation by the City Engineer, may from time to time approve a reduction or reductions in the Security Instruments by an amount not in excess of eighty -five percent (85 %) of the value certified by the City Engineer of the completed work, so long as the balance remaining in the Security Instruments is at least equal to one hundred ten percent (110 %) of the cost to complete the remaining public improvements for the applicable Phase of Development. If the DEVELOPER j chooses to use a Special Service Area as a primary funding mechanism for the installation of i public improvements, per United City of Yorkville's Resolution No. 2002 -04, the OWNERS and DEVELOPER shall not be required to post any irrevocable letters of credit or surety bonds to i guarantee the installation of those public improvements. Any public improvements installed by the OWNERS and DEVELOPER on their respective parcels as part of a special service area j shall require OWNERS and DEVELOPER to post a one -year maintenance bond after acceptance by the CITY of said public improvements in an amount equal to 10% of the approved engineering's estimate of the costs. Except for Kennedy Road, any perimeter roadways and onsite improvements may be dedicated, constructed, and /or bonded as independent phases of development at the sole discretion of the DEVELOPER, and upon approval by the CITY. B. Inclusion of Route 34 Entry Road and Route 34 Detention Area in DEVELOPER's Phases. DEVELOPER agrees to include the construction of the east -west entry road between the Commercial Parcel and the Residential Parcel from Route 34 (the "Route 34 Entry Road ") and Detention Lot A on the Residential Parcel along Route 34 (the "Route 34 CHOU 12390295.13 11 Detention Area ") in one of the phases for the Residential Parcel, to post Security Instruments with the CITY therefor, if required, and to design and build such improvements so that they may serve both the Residential Parcel and the Commercial Parcel. C. Acceptance of Underground Improvements and Streets. Upon completion and inspection of underground improvements, streets, and/or related improvements in each Phase of Development on the Residential Parcel and the Commercial Parcel, respectively, and acceptance by the City Council upon recommendation by the City Engineer, OWNERS and DEVELOPER shall be entitled to a release or appropriate reduction of any applicable Security Instrument, subject to a maintenance Security Instrument remaining in place for a one year period from the date of acceptance by the CITY, in conformance with the City Subdivision Control Ordinance. The CITY shall exercise good faith and due diligence in accepting said public improvements following OWNERS' and DEVELOPER's completion thereof for each Phase of Development in compliance with the requirements of said ordinance, and shall adopt the resolution accepting said public improvements not later than thirty (30) days following the approval of the as -built plans. D. Transfer and Substitution. Upon the sale or transfer of any portion of their respective parcels within the SUBJECT PROPERTY, OWNERS and DEVELOPER shall be released from the obligations for such portion secured by its Security Instruments for public improvements upon the submittal and acceptance by the CITY of a substitute Security Instrument approved by the CITY, securing the costs of the improvements set forth therein. 7. PROCEDURE FOR ACCEPTANCE OF OTHER PUBLIC IMPROVEMENTS. Upon completion of other public improvements not constructed specific to any individual neighborhood (i.e. park areas, offsite water main, sewer mains, homeowners CHOI/ )390295.13 12 association open space areas) in each Phase of Development within their respective parcels, and acceptance thereof by the City Council upon recommendation by the City Engineer, OWNERS and DEVELOPER shall be entitled to a release or appropriate reduction of any applicable Security Instrument, subject to a maintenance Security Instrument remaining in place for a one year period from the date of acceptance by the CITY, in conformance with the City Subdivision Control Ordinance. 8. AMENDMENTS TO ORDINANCES. All ordinances, regulations, and codes of the CITY, including, without limitation those pertaining to subdivision controls, zoning, storm water management and drainage, comprehensive land use plan, and related restrictions, as they presently exist, except as amended, varied, or modified by the terms of this Agreement, shall apply to the SUBJECT PROPERTY and its development for a period of five (5) years from the date of this Agreement. Any amendments, repeal, or additional regulations, which are subsequently enacted by the CITY, shall not be applied to the development of the SUBJECT PROPERTY except upon the written consent of OWNERS and DEVELOPER during said five (5) year period. After said five (5) year period, the SUBJECT PROPERTY and its development will be subject to all ordinances, regulations, and codes of the CITY in existence on or adopted after the expiration of said five (5) year period, provided, however, that the application of any such ordinance, regulation or code shall not result in a reduction in the number of residential j building lots herein approved for the Residential Parcel, alter or eliminate any of the ordinance i variations provided for herein, nor result in any subdivided lot or structure constructed within the SUBJECT PROPERTY being classified as non - conforming under any ordinance of the CITY. The CITY shall give the OWNERS and DEVELOPER a six (6) month grace period from the date they are notified of any changes to the ordinances, regulations, and codes of the CITY in 1� a� CH01/ 2390295.13 13 order to comply with the new regulations. The foregoing to the contrary notwithstanding, in the event the CITY is required to modify, amend or enact any ordinance or regulation and to apply the same to the SUBJECT PROPERTY pursuant to the express and specific mandate of any superior governmental authority, such ordinance or regulation shall apply to the SUBJECT PROPERTY and be complied with by DEVELOPER, provided, however, that any so- called "grandfather" provision contained in such superior governmental mandate which would serve to exempt or delay implementation against the SUBJECT PROPERTY shall be given full force and effect. If, during the term of this Agreement, any existing, amended, modified or new ordinances, codes or regulations affecting the zoning, subdivision, development, construction of any improvements, buildings, appurtenances, or any other development of any kind or character upon the SUBJECT PROPERTY, other than those upon which site plan approval may be based, are amended or modified to impose less restrictive requirements on development or construction upon properties situated within the CITY's boundaries, then the benefit of such less restrictive requirements shall inure to the benefit of the OWNERS and DEVELOPER, and anything to the contrary contained herein notwithstanding, the OWNERS and DEVELOPER may proceed with development or construction upon the SUBJECT PROPERTY pursuant to the less restrictive amendment or modification applicable generally to all properties within the CITY. 9. BUILDING CODE, BUILDING PERMITS. A. The building codes for the CITY in effect as of the date of this Agreement and the dates of the latest revisions thereto are listed in Exhibit "F ". These regulations as they presently exist, except as amended, varied, or modified by the terms of this Agreement, shall apply to the SUBJECT PROPERTY and its development for a period of five (5) years from the date of this CHO1 .13 14 Agreement. Any amendments, repeal, or additional regulations, which are subsequently enacted by the CITY, shall not be applied to the development of the SUBJECT PROPERTY except upon the written consent of OWNERS and DEVELOPER during said five (5) year period. After said five (5) year period, the SUBJECT PROPERTY and its development will be subject to all ordinances, regulations, and codes of the CITY in existence on or adopted after the expiration of said five (5) year period. The CITY shall give the OWNERS and DEVELOPER a six (6) month grace period from the date they are notified of any changes to the building codes in order to comply with the new regulations. If, during the term of this Agreement, any existing, amended, modified or new ordinances, codes or regulations affecting the development and /or construction of any improvements, buildings, appurtenances upon the SUBJECT PROPERTY are amended or modified to impose less restrictive requirements on development or construction upon properties situated within the CITY'S boundaries, then the benefit of such less restrictive requirements shall inure to the benefit of the OWNERS and DEVELOPER, and anything to the contrary contained herein notwithstanding, the OWNERS and DEVELOPER may proceed with development or construction upon the SUBJECT PROPERTY pursuant to the less restrictive amendment or modification applicable generally to all properties within the CITY. Notwithstanding the provisions of this Agreement, all national amendments, deletions, or additions to the building codes of the CITY pertaining to life /safety considerations adopted after the date of this Agreement which affects all land within the CITY, shall be applicable to the SUBJECT PROPERTY upon the expiration of the twelfth (12` month following the effective date of such amendments, deletion, or addition, whether during the five (5) years next following CH01 390295.13 15 the date of this Agreement, or any time thereafter, except as to those items expressly provided for in Exhibit "F" attached hereto. B. The CITY shall act upon each application for a building permit for which OWNERS and/or DEVELOPER, or their duly authorized representatives, shall apply, within fourteen (14) calendar days of the date of application therefor or within fourteen (14) calendar days of receipt of the last of the documents and information required to support such application, whichever is later, provided the applicable improvements for which the building permit applies will be constructed and installed in accordance with the applicable requirements of the CITY. If the application is disapproved, the CITY shall provide the applicant with a statement in writing specifying the reasons for denial of the application including a specification of the requirements of law that the applicant and supporting documents fail to meet. The CITY agrees to issue such building permits upon the compliance with those legal and documentary requirements so specified by the CITY. C. Subject to any other necessary governmental regulatory approval, the CITY shall permit OWNERS and /or DEVELOPER, and their duly authorized representatives, to install temporary waste water holding tanks and temporary water facilities to serve sales offices or similar temporary structures, and model buildings constructed on the SUBJECT PROPERTY or any Parcel or Phase thereof, provided that each such temporary tank and temporary water facility shall be removed and disconnected within ten (10) days after said structures shall be connected to the sewer or other permitted waste disposal systems, and water mains, at OWNERS' and/or DEVELOPER's sole cost, subject to force majeure. The use of such temporary facilities shall be subject to all health and safety codes of the CITY and CITY shall inspect such facilities on a periodic basis. CHO1112 .13 16 I D. Subject to the provisions of Section 11 hereof, no permit fees, plan review fees or inspection fees which are not generally and uniformly applicable throughout the CITY shall be imposed by the CITY against the SUBJECT PROPERTY. 10. FUTURE FINAL PLATS AND FINAL ENGINEERING. The CITY recognizes the development of the SUBJECT PROPERTY may occur in stages or units (sometimes referred to herein as "Phases ") over a period of time. Accordingly, the CITY grants permission to OWNERS and DEVELOPER to stage the development on their respective parcels over a period of twenty (20) years in length and to submit separate final plats and final engineering for approval for each Phase. The CITY shall act upon any final plat and final engineering submitted to it for approval within a reasonable time of its receipt of such final plat, final engineering and all necessary supporting documentation and information. The plat review and consideration by the CITY shall not exceed the limitations set out in 65 ILCS 5/11 -12 -8 (2002). The CITY shall not require engineering to be submitted for any Phase of the SUBJECT PROPERTY that is not within the particular Final Plat for a Parcel, Phase or Unit being submitted for approval by OWNERS and/or DEVELOPER, provided, however, the CITY can require engineering for sewer, water, storm water lines and utilities that cross undeveloped Parcels and/or Phases. 11. FEES AND CHARGES. A. During the first five (5) years following the date of this Agreement, the CITY shall impose upon and collect from the OWNERS and /or DEVELOPER, and their respective contractors and suppliers, only those permit, license, tap -on and connection fees and charges, and impact fees and in such amount or at such rate, as are in effect on the date of this Agreement and as are generally applied throughout the CITY, except as otherwise expressly provided for in this CHOI/ 1 390295.13 17 agreement on the Fee Schedule attached hereto and made a part hereof as Exhibit "G ". At the expiration of this five (5) year term, the CITY shall give the OWNERS and DEVELOPER a one (1) year grace period from the date they are notified of any changes to the permit, license, tap on and connection fees and charges in order to comply with the new regulations, but no increased impact fees or new impact fees shall apply to the SUBJECT PROPERTY. B. To the extent that any fees charged by the CITY or other governmental agency by reason of this Agreement or City Ordinance are not frozen by the specific terms contained in this Agreement, such fees may be prepaid as follows: (i) If the CITY increases any fees that are not prohibited from being increased by the terms of this Agreement and are applicable to the SUBJECT PROPERTY, the CITY will provide OWNERS and DEVELOPER with notice thereof and OWNERS and /or DEVELOPER will be permitted the right to prepay the fees as they existed prior to such increase at any time within thirty (30) days after receipt of the notice of the increase of the fees from the CITY. (ii) OWNERS' and DEVELOPER's right to prepay will apply to all fees or only certain fees applicable to their respective pP p parcels within the SUBJECT PROPERTY as selected by OWNERS and/or DEVELOPER and prepayment of a particular fee will prevent the increase in such fee from being applicable to that portion of the SUBJECT PROPERTY for which such fee was prepaid. For fees charged on a per residential unit basis, DEVELOPER may estimate the number of residential units and pay such fees based on such estimated number of units or may prepay for only a certain number (determined by DEVELOPER) of units. CH01/ 1 390295.13 18 Once the calculation is made, no refund of any portion of any prepayment made will be allowed. C. The CITY represents and warrants to OWNERS and DEVELOPER that no part of the SUBJECT PROPERTY is currently subject to nor is there pending any request to subject any part of the SUBJECT PROPERTY to any special service area or special assessment district that will result in any special taxes or assessments for any portion of the SUBJECT PROPERTY, other than charges to existing drainage districts of record, if any. 12. CONTRIBUTIONS. The CITY shall not require the OWNERS and DEVELOPER to donate any land or money to the CITY, or any other governmental body, except as otherwise expressly provided in this Agreement. 13. SCHOOL AND PARK DONATIONS. DEVELOPER shall be responsible for making the contributions outlined in Exhibit "H" and Exhibit "I" to the Yorkville Community School District #115 ( "School District "), the City of Yorkville Park Department ( "Park Department') and the CITY for the estimated impact and donation that is projected to be experienced by said entities as a result of the development of the Residential Parcel in the manner provided for under this Agreement. There shall be no other school and park contributions required for the Residential Parcel and there shall be no school or park contributions required or made for the Commercial Parcel. 14. PROJECT SIGNS. Following the date of this Agreement and through the date of the issuance of the final occupancy permit for the Residential Parcel, DEVELOPER shall be entitled to construct, maintain and utilize offsite subdivision identification, marketing and location signs at not more than three (3) locations at any time within the corporate limits of the CITY as DEVELOPER may designate (individually an " Offsite Sign' and collectively the CHO1/ 2390295.13 19 " Offsite Signs ") subject to sign permit review and issuance by the CITY. Offsite Signs will not be located on public right -of -way. DEVELOPER shall be responsible, at its expense, for obtaining all necessary and appropriate legal rights for the construction and use of each of the Offsite Signs. Each Offsite Sign may be illuminated subject to approval by the CITY. In addition to the Offsite Signs, DEVELOPER shall be permitted to construct, maintain and utilize signage upon the Residential Parcel as identified in Exhibit "J" attached hereto. 15. MODEL HOMES, PRODUCTION UNITS AND SALES TRAILERS. During the development and build out period of the Residential Parcel (subsequent to final plat approval), OWNERS and DEVELOPER, and such other persons or entities as OWNERS and DEVELOPER may authorize, may construct, operate and maintain model homes and sales trailers within the Residential Parcel staffed with OWNERS' and DEVELOPER'S, or such other person's or entity's, sales and construction staff, and may be utilized for sales offices for Autumn I Creek. The number of such model homes and sales trailers and the locations thereof shall be as from time to time determined or authorized by DEVELOPER. Off - street parking shall be required for model homes when more than five (5) model homes are constructed on consecutive lots in a model home row. Three (3) off - street spaces will be required for each model home in a model home row, with combined required parking not to exceed thirty (30) off - street spaces. A site plan showing the location of the parking areas and walks will be submitted for review and approval by the CITY. No off - street parking shall be required for individual model homes or sales trailers that are not part of a model home row other than the driveway for such model home /sales trailer capable of parking two (2) cars outside of the adjacent road right -of -way. Building permits for model homes, sales trailers and for up to fifteen 0 5) production dwelling units for each C�- CHO1/ 12390295.13 20 neighborhood, which may be hereinafter designated by DEVELOPER as a separate neighborhood at the time a final plat for all or any part of that neighborhood is submitted by DEVELOPER to the CITY, shall be issued by the CITY upon proper application thereof prior to the installation of public improvements (provided a gravel access road is provided for emergency vehicles and upon submission of a temporary hold harmless letter to the CITY and the Bristol - Kendall Fire Protection District.) A final inspection shall be conducted prior to the use of a model home and water service shall be made available within 300' of the model home. There shall be no occupation or use of any model homes or production dwelling units until the binder course of asphalt is on the street, and no occupation or use of any production dwelling units until the water system and sanitary sewer system needed to service such dwelling unit are installed and operational or until temporary service is available, whichever is earlier. Use of models as a model unit only shall not be deemed to be "occupancy" thereof and may be made prior to connection to a sanitary sewer or water system, so long as temporary waste water holding tanks and temporary water facilities are installed to serve them. DEVELOPER may locate temporary sales and construction trailers upon the Residential Parcel during the development and build out of said property, provided any such sales trailer shall be removed within two (2) weeks following issuance of building permits for all units within gp the Residential Parcel. A building permit will be required by the CITY for any trailer that will be utilized as office space. Prior to construction of the sales trailer the DEVELOPER shall submit an exhibit of the model trailer site with landscaping and elevations for the CITY's approval. DEVELOPER hereby agrees to indemnify, defend and hold harmless the CITY and the Corporate Authorities (collectively "Indemnities ") from all claims, liabilities, costs and CHOU 2390295.13 21 expenses incurred by or brought against all or any of the Indemnities as a direct and proximate result of the construction of any model homes or production dwelling units prior to the installation of the public street and water improvements required to service such dwelling unit and shall execute and deliver to the CITY a hold harmless and indemnification agreement in form and content reasonably satisfactory to the CITY, so providing, prior to the commencement of construction of any model homes. DEVELOPER shall be permitted to obtain building permits in the same manner for additional model homes and for initial production dwelling units in each neighborhood as the Final Plat and Final Engineering for each such neighborhood is i approved by the CITY. The foregoing indemnification provision shall, in such case, apply for j the benefit of Indemnities for each neighborhood. 16. CONTRACTORS' TRAILERS. The CITY agrees that from and after the date of execution of this Agreement, contractor's and subcontractor's supply storage trailers may be ' I placed upon such part or parts of the SUBJECT PROPERTY as required and approved by OWNERS and DEVELOPER for development purposes. Said trailers shall be removed from each of the Residential Parcel and the Commercial Parcel, respectively, within thirty (30) days after issuance of the last occupancy permit for each such parcel, subject to force majeure. A building permit will be required by the CITY for any trailer that will be utilized as office space. All contractor's trailers and supply trailers shall be kept in good working order and the area will be kept clean and free of debris. No contractor's trailers or supply trailers will be located within dedicated right -of -way. 17. CERTIFICATES OF OCCUPANCY. A. The CITY shall issue certificates of occupancy for buildings and dwelling units constructed on the SUBJECT PROPERTY or any parcel or phase thereof within five (5) working days after proper application therefor or within five (5) working days after the receipt of the last (— cH01/ 12390295.13 22 of the documents or information required to support such application, whichever is later. If the application is disapproved, the CITY shall provide the applicant within five (5) working days after receipt of the application and all documentation or information required to support such application, with a statement in writing of the reasons for denial of the application including specification of the requirements of law which the application and supporting documents fail to meet. The CITY agrees to issue such certificates of occupancy upon the applicant's compliance with those requirements of law so specified by the CITY. The CITY, at its expense, shall retain the services of such consultants and /or hire such employees as may be necessary to ensure that the CITY is able to fulfill its obligations under this Subsection. The foregoing, however, shall not negate the obligation of OWNERS and/or DEVELOPER to pay all fees otherwise payable for services rendered in connection with the issuance of certificates of occupancy under applicable CITY ordinances. B. Notwithstanding the foregoing, certificates of occupancy shall be issued by the CITY for buildings and dwelling units whose driveway and/or sidewalk paving and grading improvements have not been completely finished due to adverse weather conditions subject to the following understandings: (i) if a certificate of occupancy is issued for such a building or dwelling unit and a party fails to complete the driveway and /or sidewalk paving or grading improvements for such building or dwelling unit as soon as weather permits but in any event by the following summer, the CITY shall have the right to withhold the issuance of further building permits to such party until such exterior work has been completed; (ii) with respect to the last phase of development on the SUBJECT PROPERTY, for any building or dwelling unit for which a certificate of occupancy has been issued with incomplete exterior conditions, adequate security, which may be by a bulk surety in the form of a letter of credit or surety bond, shall be CHO1/ 1 390295.13 23 posted with the CITY to ensure the completion of such work; and (iii) the CITY is hereby granted rights of access to the applicable phase of the SUBJECT PROPERTY so that, if necessary, the CITY can complete such work. Notwithstanding the foregoing, if the provisions of (i) above apply but if the party that failed to complete the driveway and /or sidewalk paving or grading improvements posts Security with the CITY in the amount of one hundred ten percent (110 %) of the amount estimated by OWNERS and /or DEVELOPER and approved by the CITY to be needed to complete such improvements or to effect such corrections, the CITY shall not withhold the issuance of such building permits or certificates of occupancy. Under no circumstances shall the failure of Commonwealth Edison or another utility company to energize street lights installed by OWNERS and /or DEVELOPER within a given Phase of development j I on the SUBJECT PROPERTY constitute a basis for the CITY denying the issuance of building I permits or a certificate of occupancy for buildings and dwelling units constructed or to be constructed within such Phase of the SUBJECT PROPERTY. 18. IMPROVEMENTS BENEFITING OTHER PROPERTIES. In the event oversizing and/or deepening of public improvements is hereafter requested and properly authorized by the CITY for the purpose of serving property other than the SUBJECT PROPERTY, or in the event any public improvements installed by DEVELOPER or OWNERS benefit property other than this SUBJECT PROPERTY, even if not oversized or deepened, the CITY shall enter into a Recapture Agreement, as defined in Section 22(A) hereof, with OWNERS and DEVELOPER providing for the payment of the cost of such oversizing or the prorata portion of the costs of any improvements benefiting the properties by the owners of properties benefited by the same. The improvements which qualify as oversized or as benefiting other properties and the identity of the benefited properties (by location map and /or permanent G� CHOI/ 2390295.13 24 index number) shall be identified at the time of approval of Final Engineering for each phase of development. A phase may include more than one neighborhood. In addition, if DEVELOPER designs and installs the Hamman Sewer Alternative described in Section S.C. hereof, the Recapture Agreement shall provide that one hundred percent (100 %) of the costs expended by DEVELOPER in designing and installing the Hamman Sewer Alternative shall be recovered from the other properties benefiting therefrom with each paying its prorata portion of the one hundred percent (100 %). 19. LIMITATIONS. In no event, including, without limitation, the exercise of the I authority granted in Chapter 65, Section 5/11 -12 -8 of the Illinois Compiled Statutes, (2002) ed., shall the CITY require that any part of the SUBJECT PROPERTY be dedicated for public purposes, except as otherwise provided in this Agreement or identified on the Preliminary PUD Plan. 20. ESTABLISHMENT OF SPECIAL SERVICE AREA AS PRIMARY, FUNDING MECHANISM FOR INSTALLATION OF PUBLIC IMPROVEMENTS. At the OWNERS' and /or DEVELOPER's request, the CITY shall establish a special service area ( "SSA ") to be utilized as a primary funding mechanism for installation of on -site and off -site public improvements, including, without limitation, potable water, fire flow and /or water storage facilities, roads, storm water facilities (i.e., storm water sewers, collection and conveyance improvements, detention ponds if they benefit off -site properties), sanitary sewer facilities and other public improvements. The CITY, OWNERS and /or DEVELOPER shall cooperate in good faith to identify and agree on an appropriate structure for the financing, which the CITY and DEVELOPER currently believe will consist of an SSA pursuant to 35 ILCS 200/27 -5 et se ., but which may be authorized and implemented under other legal frameworks acceptable to the CHOI/ 1 390295.13 25 CITY, OWNERS and/or DEVELOPER. The burden of the assessment is limited to Sixteen Million Dollars ($16,000,000) and shall be paid by only those future property owners within the SUBJECT PROPERTY, except for the Commercial Parcel. 21. BANK QUALIFIED DEBT. The parties recognize that the CITY is eligible to issue Ten Million Dollars ($10,000,000.00) per year in bank qualified debt. The CITY wants to preserve the right to issue debt in excess of this amount. The parties understand that if the CITY issues debt in an amount greater than $10,000,000 ( "Non -Bank Debt ") in a given year including special assessment bonds, then the Non -Bank Debt will be subject to a general market interest rate as opposed to a bank qualified interest rate. The parties further understand that the general market interest rate may be higher than the bank qualified interest rate. DEVELOPER agrees that in the event that the Bonds are issued in any calendar year and the CITY in that same calendar year determines in its sole discretion that it must issue Non -Bank Debt because of the issuance of the Bonds, then DEVELOPER shall pay any additional costs associated with the CITY's Non -Bank Debt that results from the issuance of the Bonds, including but not limited to additional financing costs. If in the same calendar year the CITY issues special assessment bonds for another developer, DEVELOPER shall pay its pro -rata share of the additional costs incurred by the CITY to issue Non -Bank Debt based on the amount of its bond issue in proportion to the total amount of special assessment bonds issued in that calendar year. This pro -rata share shall be determined at the end of the calendar year in which the Non -Bank Debt is issued by the CITY. Payment of the share shall be a one time payment and shall be equal to the present value of the additional cost incurred by the CITY calculated by using the true interest rate on the CITY's Non -Bank Bonds. For purposes of calculating the additional cost incurred by the CITY, the general market interest rate and bank qualified interest /W//0 U " v / 0>__ CHOI/ 12390295.13 26 rate shall be as reported by Griffin, Kubik, Stephens & Thompson, Inc. ( "GKST "), 300 Sears Tower, 233 South Wacker Drive, Chicago, IL 60606, or as otherwise agreed by the parties. These rates shall be determined as of the date that the Non -Bank Debt is issued by the CITY. As of the date of this Agreement, GKST reports the current general market interest rates and bank qualified interest rates on its web site located at www.gkst.com under the section entitled "Market Card." 22. RECAPTURE AGREEMENTS. A. Benefiting the SUBJECT PROPERTY.. The CITY agrees that in accordance with Chapter 65, Section 5/9 -5 -1 et.seq. of the Illinois Compiled Statutes, 2002 Edition, the CITY shall enter into recapture agreements with the OWNERS and DEVELOPER for a portion of the costs of certain public improvements constructed by OWNERS and DEVELOPER which the CITY has determined may be used for the benefit of property ( "Benefited Properties ") not located within the SUBJECT PROPERTY which will connect to and /or utilize said public improvements. In addition, if DEVELOPER designs and installs the Hamman Sewer Alternative described in Section S.C. hereof, the Recapture Agreement shall provide that one hundred percent (100 %) of the costs expended by DEVELOPER in designing and installing the Harriman Sewer Alternative shall be recovered from the other properties benefiting therefrom with each paying its prorata portion of the one hundred percent (100 %). Each Recapture Agreement shall be substantially in the form as attached hereto and incorporated herein as Exhibit "K ". B. Encumbering the SUBJECT PROPERTY. Except for a recapture which may become due to MPI Development, owner of the property to the east of the SUBJECT PROPERTY for improvements installed by MPI which benefit the SUBJECT PROPERTY, there are currently no recapture agreements or recapture ordinances affecting public utilities which CHO1/ 12390295.13 27 will be utilized to service the SUBJECT PROPERTY which the CITY has any knowledge of or under which the CITY is or will be required to collect recapture amounts from OWNERS and DEVELOPER, or their successors, upon connection of the SUBJECT PROPERTY to any of such public utilities, nor does the CITY have any knowledge of a pending or contemplated request for approval of any such recapture agreement or ordinance which will affect the SUBJECT PROPERTY. 23. COMMENCEMENT OF IMPROVEMENTS. A. The CITY shall issue permits to OWNERS and/or DEVELOPER to authorize the commencement of construction of utility improvements on their respective parcels on the SUBJECT PROPERTY or any Parcel or Phase thereof at the sole risk and cost of OWNERS and /or DEVELOPER prior to: (i) approval of a final plat of subdivision; or (ii) construction of I the CITY utility improvements, provided: (1) such construction is undertaken at the risk of the party seeking to undertake such work; (2) approved engineering plans for such improvements have been approved by the CITY that are sufficient in detail for the CITY to determine the nature and scope of the improvements being constructed; (3) the preliminary subdivision plat for the Phase upon which the improvements are being constructed has been approved by the CITY; (4) the IEPA and the sanitary district that will serve their respective parcels of the SUBJECT PROPERTY, as and if applicable, have issued permits for the construction of sanitary sewer and water lines for the Phase on which the improvements are being constructed. The CITY agrees to review and, where appropriate, execute IEPA sewer and water permit applications separate and apart from the review of final engineering plans so that the IEPA will be in a position to issue such permits prior to CITY approval of final engineering plans; and (5) the construction complies with the CITY'S then existing soil erosion ordinances. OWNERS and DEVELOPER CHO1/ 1 390295.13 28 shall indemnify the CITY against any claims, actions or losses the CITY may suffer, sustain or incur because another governmental agency takes action against the CITY after OWNERS and /or DEVELOPER undertake development activities on either of their respective parcels pursuant to the provisions of this Subsection 23(A). B. The CITY shall issue permits to OWNERS and /or DEVELOPER to authorize the commencement of mass earthwork and grading on their respective parcels of the SUBJECT PROPERTY or any Parcel or Phase thereof prior to acceptance of a final plat of subdivision and final engineering by the CITY, provided, that OWNERS and/or DEVELOPER has submitted mass grading and erosion control plans to the CITY at least thirty (30) days prior to the commencement of such mass earthwork and grading and complies with the erosion control ordinance of the CITY. C. The CITY shall issue permits to OWNERS and /or DEVELOPER to authorize the commencement of construction and installation of building foundations on the Residential Parcel prior to acceptance of a final plat of subdivision and final engineering by the CITY, provided, that DEVELOPER have provided for all- weather access to such Lots on which building foundations are being constructed and installed, in the form of aggregate driveways. Any such installation of foundations prior to acceptance of a final plat of subdivision and final engineering by the CITY shall be at DEVELOPER'S sole risk. Issuance of building permits by the CITY pursuant to this Section shall not be deemed to guaranty the approval by the CITY of any final plat or engineering for the SUBJECT PROPERTY then under review. D. Notwithstanding the foregoing, the SUBJECT PROPERTY or any portion thereof may continue to be used for agricultural and nursery uses as interim uses until the relevant CHO1/ 2390295.13 29 portion of the SUBJECT PROPERTY is actually developed. Such uses shall constitute legal, non - conforming uses of the SUBJECT PROPERTY. 24. COVENANTS. In lieu of any architectural control ordinances adopted by the CITY, the DEVELOPER agrees to impose covenants, conditions and restrictions relating to facade materials, accessory structures and other building restrictions at the time of final plat submittal for each unit of the Residential Parcel. Further, DEVELOPER agrees to follow the i anti - monotony policy of DEVELOPER for single - family detached homes attached hereto as Exhibit N regarding the exterior elevations of the buildings. i DEVELOPER shall include provisions in the covenants to provide that the Homeowners I Association shall be responsible for the maintenance of landscaping within the perimeter landscaping easements, signage provided on the Residential Parcel, and other obligations as I i determined at the time of final platting and as referenced in this Agreement. 25. HOMEOWNERS ASSOCIATION AND DORMANT SPECIAL SERVICE, AREA (DSSA). A. Homeowners Association.. DEVELOPER shall establish through a declaration of covenants, conditions and restrictions, a Homeowners Association ( "Association ") of all lot owners within the Residential Parcel and a mandatory membership of all lot owners in the Association within the Residential Parcel. The Association shall have the primary responsibility and duty to carry out and pay for the maintenance of Common Facilities (defined below) through assessments levied against all dwelling units within the Residential Parcel. A maintenance easement shall be established over all of the Common Facilities located on the final plat for each Phase of Development for the Association that undertakes responsibility for the Common Facilities Maintenance. The Association will be responsible for the regular care, maintenance, i CHO1/ 12 0295.13 30 i renewal and replacement of the Common Facilities including stormwater detention areas and other open spaces within the Residential Parcel and for the yards and buildings on the private lots on which townhomes are constructed. The maintenance described herein shall include, without limitation, the mowing and fertilizing of grass, pruning and trimming of trees and bushes, removal and replacement of diseased or dead landscape materials, and the repair and replacement of fences and monument signs, so as to keep the same in a clean, sightly and first class condition, and for the maintenance and repair of townhomes on the townhome lots and shall utilize the Association to provide sufficient funds to defray the costs of such maintenance and to establish i reserve funds for future repairs and replacements and shall otherwise comply with the CITY's Property Maintenance Standards and Landscape Ordinance. The Common Facilities are depicted on Exhibit "L" attached hereto. DEVELOPER may covenant with the OWNERS for the sharing of the costs of maintenance of any storm water management facilities on the Residential Parcel that benefit the Commercial Parcel. B. Dormant Special Service Area,. DEVELOPER agrees to the CITY enacting at the time of final plat approvals a Dormant Special Service Area (DSSA) to act as a back up in the event that the Homeowner's Association fails to maintain the private common areas, detention ponds, perimeter landscaping features, and entrance signage within the Residential Parcel. 26. ONSITE EASEMENTS AND IMPROVEMENTS. In the event that during the development of the SUBJECT PROPERTY, OWNERS or DEVELOPER determine that any existing utility easements and/or underground lines require relocation to facilitate the completion of their obligation for their respective parcels of the SUBJECT PROPERTY in accordance with the Preliminary PUD Plan, the CITY shall fully cooperate with OWNERS and DEVELOPER in causing the vacation and relocation of such existing easements and/or utilities, however, all costs CH01/ 1 390295.13 31 incurred in furtherance thereof shall be borne by the OWNERS and DEVELOPER. If any easement granted to the CITY as a part of the development of the SUBJECT PROPERTY is subsequently determined to be in error or located in a manner inconsistent with the intended development of the SUBJECT PROPERTY as reflected on the Preliminary PUD Plan and in this Agreement, the CITY shall fully cooperate with OWNERS and DEVELOPER in vacating and relocating such easement and utility facilities located therein, which costs shall be borne by OWNERS or DEVELOPER, as the case may be. Notwithstanding the foregoing, and as a condition precedent to any vacation of easement, OWNERS and DEVELOPER shall pay for the i cost of design and relocation of any such easement and the public utilities located on their respective parcels unless the relocation involves overhead utilities. If any existing overhead utilities are required to be relocated or buried on perimeter roads that are the responsibility of the OWNERS and /or DEVELOPER as stated in Exhibit "M ", the CITY agrees to be the lead agency in the relocation of those utilities. Upon OWNERS and /or DEVELOPER's request, the CITY I will make the request to have overhead utilities relocated. In the event there is a cost to the OWNERS and /or DEVELOPER associated with burying what had been overhead utility lines, the OWNERS and/or DEVELOPER shall have the right to make the determination as to whether the utility lines will be buried or re- located overhead. The costs of burying any existing overhead utility lines which are on the Residential Parcel or the Commercial Parcel shall be paid by OWNERS and /or DEVELOPER, as the case may be. The costs of burying any other existing overhead utility lines shall be paid by the CITY. 27. WETLANDS AND STORMWATER DETENTION,. The Residential Parcel contains two wetland areas, one being an area within the Blackberry Creek corridor which is under the jurisdiction of the Army Corps of Engineers and the other being an area located south CH q113 0295.13 32 of Kennedy Road which is not under the jurisdiction of the Army Corps of Engineers nor under the jurisdiction of the NRCS (the "Wetland Areas "), as such areas are identified on Exhibit "D" attached hereto. DEVELOPER's plan for the development of the Residential Parcel will not adversely impact the Wetland Areas within the Blackberry Creek corridor. A portion of the Wetland Area located south of Kennedy Road will be incorporated into the site stormwater management plan with a large stormwater management facility constructed immediately east of the existing wetland and shall be owned and maintained by the homeowner's association established by DEVELOPER for the Residential Parcel. The Blackberry Creek corridor will not be adversely impacted and will undergo vegetative and habitat enhancements, and title to the area within the Blackberry Creek corridor will be conveyed to the CITY upon completion of work herein described. The parties acknowledge that the enhancements to the Wetland Areas, including, but not limited to the wet bottom detention facilities, infiltration swales and a comprehensive erosion control plan, and additional applicable best management practices, shall adequately mitigate for any activities of DEVELOPER associated with the implementation of the proposed stormwater management plan for the SUBJECT PROPERTY. The outfall release of stormwater to Blackberry Creek shall be allowed pursuant to the Utilities and Public Improvement Plans attached as Exhibit E -1. 28. ROUTE 34 CURB CUTS. The CITY agrees to cooperate with OWNERS in an effort to procure and execute permits from the appropriate governmental agencies with jurisdiction to allow the construction of a minimum of two (2) curb cuts and street access on Route 34 to the Commercial Parcel. The location of the curb cuts will be determined by OWNERS and /or DEVELOPER, subject to the approval of the CITY and any other governmental agencies with jurisdiction. OWNERS acknowledge that IDOT, and not the CITY, CHO1/ 12390295.13 33 shall have ultimate approval of the number and location of the curb cuts designed on Route 34 for the Commercial Parcel. 29. DISCONNECTION. OWNERS and DEVELOPER shall develop the SUBJECT PROPERTY as a development to be commonly known as Autumn Creek in accordance with the final plat and final engineering approved by the CITY in accordance with the terms hereof, and shall not, as either the OWNERS or DEVELOPER of said property, petition to disconnect any portion or all of said property from the CITY or from any service provided by the CITY. 30. CONFLICT IN REGULATIONS. The provisions of this Agreement shall supersede the provisions of any ordinance, code, or regulation of the CITY which may be in conflict with the provisions of this Agreement. 31. ECONOMIC INCENTIVE AGREEMENT. It is the intention of OWNER/DEVELOPER, that to the greatest extent possible, the costs of the installation of on- site and off -site public improvements for the Subject Property be funded by a Special Service Area comprised of the Residential Parcel, but which excludes the Commercial Parcel, as produced in Section 20 of the Annexation Agreement. At the request of OWNER and /or DEVELOPER, CITY shall enter into an Economic Incentive Agreement pursuant to 65 ILCS 5/8/11/20 and shall enter at all ordinances and execute all other agreements in connection therewith which may be necessary to reimburse OWNER/DEVELOPER or its assigns for the design and installation of those public improvements (the "Commercial Project Improvements ") within or abutting the Commercial Parcel which (i) are directly attributable to the Commercial Parcel and (ii) do not qualify to be funded by the special service area established for the Residential Parcel under the provisions of paragraph 20 of this Annexation Agreement. The terms of the Economic Incentive Agreement shall contain the following provisions: CHO1/ 12390295.13 34 1. The costs of the Commercial Project Improvements (the "Project Improvement Costs ") for which OWNER/DEVELOPER or its assigns shall be reimbursed shall include costs of design and engineering, land dedication, construction interest paid during construction, permit fees, inspection fees, insurance premiums and bonds and amounts paid to contractors, subcontractors and suppliers for labor, material, and equipment used in constructing and installing the Commercial Project Improvements which shall not exceed $577,000.00. 2. The amount for which OWNER/DEVELOPER and their assigns may be reimbursed (the "Reimbursement Amount ") shall consist of the Project Improvement Costs plus interest at the rate of 5% per annum from the date any Project Improvement Cost is expended (as evidenced by contractor's sworn statements and waivers) to the date of reimbursement. 3. The commencement date for reimbursement shall be the date of issuance of a certificate of occupancy for the operation of the first retail store operating on the Commercial Property. The termination date after which time the CITY shall no longer be required to make any reimbursement payments to OWNER/DEVELOPER or its assigns shall be 15 years after the date of this Annexation Agreement provided that OWNER/DEVELOPER or its assigns must start construction (i.e. obtaining development permits and grading the Commercial Site) /3 35 35 within two years after the date of this Annexation Agreement. If event construction does not start within said two year period, the termination date shall be accelerated by one day for each day the commencement date is delayed after such two year period. 4. During the reimbursement period the CITY shall pay to OWNER/DEVELOPER or its assigns one -half of any taxes imposed i by the State of Illinois as a retailer's occupation tax or a retailer's service occupation tax or any other sales tax or successor tax which may be enacted by the State of Illinois as replacement thereto that are i generated by the operation of any retail stores operating on the Commercial Parcel and are distributed to the CITY by the Illinois i Department of Revenue. Such payments shall be made until the first to occur of the following: (i) OWNER/DEVELOPER has been fully reimbursed for the Reimbursement Amount (including interest); (ii) the termination date of the Economic Incentive Agreement. Thereafter the CITY shall have no further obligation to make any payments under this Agreement to OWNER/DEVELOPER or their assigns. 32. CITY ASSISTANCE. The CITY agrees to cooperate and provide any reasonable assistance requested by OWNERS and DEVELOPER in applying for and obtaining any and all approvals or permits necessary for the development of the SUBJECT PROPERTY, including, but not limited to those required from the Illinois Environmental Protection Agency, the Army Corps of Engineers, the Federal Emergency Management Agency, the United States C ! 2390295.13 36 Environmental Protection Agency, IDOT, the Illinois Department of Natural Resources, Bristol Township, the United City of Yorkville Park Board and Yorkville Community Unit School District 115. The CITY further agrees to reasonably cooperate with OWNERS and /or DEVELOPER in obtaining all permits and approvals required by the applicable sanitary district, the County of Kendall and all other governmental units in connection with the contemplated development of the SUBJECT PROPERTY or any Phase thereof. DEVELOPER may proceed with grading and installation of public improvements after CITY's approval of final engineering or other documentation called for hereunder and with the construction of homes prior to the issuance of access permits or other permits required for the development by Illinois Department of Transportation ( "IDOT "), so long as such access permits have been applied for, and the CITY shall not delay the processing or approval of such engineering or documentation or the issuance of building permits for the reason that IDOT permit(s) have not yet been issued. 33. ADDRESSES. Within fourteen (14) days after the final plat of subdivision for any phase of the Residential Parcel is approved, CITY will provide DEVELOPER with the addresses of all lots within that phase for the purpose of expediting the process of obtaining utility installations by the applicable utility company or companies. 34. SUBSEOUENT AMENDMENTS It is understood and agreed that subsequent amendments of this Agreement, may be obtained solely by the owner of any portion or Phase of the SUBJECT PROPERTY and the CITY as to such portion or Phase without any action or approval of the owners of other portions of the SUBJECT PROPERTY if such amendments do not affect the rights, duties or obligations of the owners of the balance of the SUBJECT PROPERTY not included in the aforedescribed amendments without any action or approval of CHOU 2390295.13 37 the owners of other portions of the SUBJECT PROPERTY. Rezoning or an amendment of the Planned Development may be applied for and processed by the CITY without requiring an amendment of this Agreement. 35. "RIGHT TO FARM" LANGUAGE The OWNERS and /or DEVELOPER of the property acknowledges that Kendall County has a long, rich tradition in agriculture and respects the role that farming continues to play in shaping the economic viability of the county (zoning indicator A -1 or Ag Special Use), normal agricultural practices may result in occasional smells, dust, sights, noise and unique hours of operation that are not typical in other zoning areas. The OWNERS and/or DEVELOPER of the property agree to incorporate the "Right to Farm" language on the Final Plat of Subdivision and incorporate similar language within such other documents governing the subdivision if any property adjacent thereto is used or operated as a farm. 36. RESPONSIBILITIES OF OWNER AND DEVELOPER,. The OWNERS shall not be required to perform any of the obligations under this Agreement so long as OWNERS are passive title holders in the SUBJECT PROPERTY and do not act as a developer. Upon the transfer of OWNER's rights, title or interest in the Residential Parcel or any portion thereof to DEVELOPER, the covenants and obligations of OWNERS and DEVELOPER hereunder as to such portion shall be performed by DEVELOPER. Upon the transfer of OWNERS' rights, title and interest in the Commercial Parcel or any portion thereof to the COMMERCIAL DEVELOPER, then the obligations of OWNERS hereunder as to such portion shall be performed by the COMMERCIAL DEVELOPER. Until such time as any portion of the Residential Parcel or the Commercial Parcel is transferred to DEVELOPER or the COMMERCIAL DEVELOPER, the obligations hereunder as to such portion shall not be CHOI/ 12390295.13 38 required to be performed by DEVELOPER or COMMERCIAL DEVELOPER, as the case may be. The CITY agrees that the OWNERS and DEVELOPER are exculpated from any personal liability or obligation to perform the commitments and obligations set forth herein as to any phase of the SUBJECT PROPERTY for which they do not act as developer and that the CITY will look solely to the party who develops such phase for such performance. 37. OWNER'S CONTINUED OPERATIONS. OWNER shall be permitted to continue the operation of a nursery upon all or any part of the SUBJECT PROPERTY as a nursery each such part is developed pursuant to this Agreement. CITY agrees that during the pendency of any such operations, (i) no municipal sales tax shall be sought or collected by CITY I from OWNER for any sales of nursery stock from or upon the SUBJECT PROPERTY and (ii) OWNER may extend and use a temporary water line from the potable water main to be I located within Route 34 for purposes of watering the nursery stock of OWNER, and shall not be i i charged for water use. I 38. GENERAL PROVISIONS. A. Enforcement. This Agreement shall be enforceable in the Circuit Court of Kendall County by any of the parties or their successors or assigns by an appropriate action at law or in equity to secure the performance of the covenants and agreements contained herein, including the specific performance of this Agreement. This Agreement shall be governed by the laws of the State of Illinois. B. Successors and Assians. This Agreement shall inure to the benefit of and be binding upon the OWNERS, DEVELOPER and their successors in title and interest, and upon the CITY, and any successor municipalities of the CITY. It is understood and agreed that this Agreement shall run with the land and as such, shall be assignable to and binding upon each and every subsequent grantee and successor in interest of the OWNERS and DEVELOPER, and the " I'w CHOI/ 2390295.13 39 CITY. The obligations of OWNERS hereunder with respect to the Commercial Parcel shall be binding on and inure to the benefit of any COMMERCIAL DEVELOPER of the Commercial Parcel. The foregoing to the contrary notwithstanding, the obligations and duties of OWNERS and DEVELOPER hereunder shall not be deemed transferred to or assumed by any purchaser of a empty lot or a lot improved with a dwelling unit in the Residential Parcel who acquires the same for residential occupation, unless otherwise expressly agreed in writing by such purchaser. C. All Terms and Conditions Contained Herein. This Agreement contains all the terms and conditions agreed upon by the parties hereto and no other prior agreement, regarding the subject matter hereof shall be deemed to exist to bind the parties. The parties acknowledge and agree that the terms and conditions of this Agreement, including the payment of any fees, have been reached through a process of good faith negotiation, both by principals and through counsel, and represent terms and conditions that are deemed by the parties to be fair, reasonable, acceptable and contractually binding upon each of them. I D. Notices. Notices or other materials which any party is required to, or may wish to, serve upon any other party in connection with this Agreement shall be in writing and shall be deemed effectively given on the date of confirmed telefacsimile transmission, on the date delivered personally or on the second business day following the date sent by certified or registered mail, return receipt requested, postage prepaid, addressed as follows: (I) If to OWNERS: Richard J. Theidel, Common Owner Hinsdale Nurseries 7200 South Madison Willowbrook, Illinois 60527 Fax: (630) 323 -0918 'V'U Ia9"7— CH01/ 2390295.13 40 with copies to: Jostock & Jostock 20 North Wacker Drive Suite 3800 Chicago, Illinois 60606 Attention: Eric H. Jostock, Esq. Tele: (312) 236 -8822 Fax: (312) 782 -9890 (II) If to DEVELOPER: Pulte Home Corporation 2250 Point Boulevard Suite 401 Elgin, Illinois 60123 Attention: Brian Brunhofer Tele: (847) 841 -3500 Fax: (847) 783 -0892 with a copy to: Gardner Carton & Douglas 191 North Wacker Drive Suite 3700 Chicago, Illinois 60606 Attention: Charles L. Byrum Tele: (312) 569 -1222 Fax: (312) 569 -3222 (III) If to CITY: United City of Yorkville Attn: City Clerk 800 Game Farm Road Yorkville, IL 60560 Tele: (630) 553 -4350 Fax: (630) 553 -7575 with a copy to: United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Attn: John Wyeth, Esq. Attorney for United City of Yorkville Tele: (630) 553 -4350 Fax: (630) 553 -8330 or to such other persons and /or addresses as any party may from time to time designate in a written notice to the other parties. L<t 21/1 390295.13 41 E. Severabilitv. This Agreement is entered into pursuant to the provisions of Chapter 65, Sec. 5111- 15.1 -1, et seq., Illinois Compiled Statutes (2002 ed.). In the event any part or portion of this Agreement, or any provision, clause, word, or designation of this Agreement is held to be invalid by any court of competent jurisdiction, said part, portion, clause, word or designation of this Agreement shall be deemed to be excised from this Agreement and the invalidity thereof shall not effect such portion or portions of this Agreement as remain. In addition, the CITY and OWNERS and DEVELOPER shall take all action necessary or required to fulfill the intent of this Agreement as to the use and development of the SUBJECT PROPERTY. i F. Agreement. This Agreement, and any Exhibits or attachments hereto, may be amended from time to time in writing with the consent of the parties, pursuant to applicable i provisions of the City Code and Illinois Compiled Statutes. This Agreement may be amended by j i i the CITY and the owner of record of a portion of the SUBJECT PROPERTY as to provisions applying exclusively thereto, without the consent of the owner of other portions of the SUBJECT I ' PROPERTY not effected by such Agreement. G. Conveyances. Nothing contained in this Agreement shall be construed to restrict or limit the right of the OWNERS and DEVELOPER to sell or convey all or any portion of the SUBJECT PROPERTY, whether improved or unimproved. H. Necessary Ordinances and Resolutions. The CITY shall pass all ordinances and resolutions necessary to permit the OWNERS and DEVELOPER, and their successors or assigns, to develop the SUBJECT PROPERTY in accordance with the provisions of this Agreement, provided said ordinances or resolutions are not contrary to law. The CITY agrees to t 390295.13 42 authorize the Mayor and City Clerk to execute this Agreement or to correct any technical defects which may arise after the execution of this Agreement. I. Term of Agreement. The term of this Agreement shall be twenty (20) years from the date of execution of this Agreement. In the event construction is commenced within said twenty -year period all of the terms of this Agreement shall remain enforceable despite said time limitation, unless modified by written agreement of the CITY and DEVELOPER/OWNERS. J. Captions and Paragraph Headings,. The captions and paragraph headings used herein are for convenience only and shall not be used in construing any term or provision of this Agreement. K. Recording. This Agreement shall be recorded in the Office of the Recorder of Deeds, Kendall County, Illinois, at DEVELOPER' s expense. L. Recitals and Exhibits,. The recitals set forth at the beginning of this Agreement, and. the exhibits attached hereto, are incorporated herein by this reference and shall constitute substantive provisions of this Agreement. i M. Counterparts. This Agreement may be executed in counterparts, each of which shall be deemed an original, but all of which together shall constitute one and the same document. N. No Moratorium. The CITY shall not limit the number of building or other permits that may be applied for within any approved phase due to any CITY imposed moratorium and shall in no event unreasonably withhold approval of said permits or approval for the final plat of any Phase of the subdivision. Nothing contained herein shall affect any limitations imposed as to sanitary sewer or water main extensions by the Illinois Environmental CH01 2390295.13 43 Protection Agency, Yorkville - Bristol Sanitary District, or Fox Metro Water Reclamation District or any other governmental agency that preempts the authority of the United City of Yorkville. O. Time is of the Essence. Time is of the essence of this Agreement and all documents, agreements, and contracts pursuant hereto as well as all covenants contained in this Agreement shall be performed in a timely manner by all parties hereto. P. Legal Challenl;es. If for any reason and at any time, the annexation of the SUBJECT PROPERTY to the CITY is legally challenged by any person or entity by an action at law or in equity, the CITY shall: (i) cooperate with OWNERS and /or DEVELOPERS in the vigorous defense of such action through all proceedings, including any appeals; and (ii) take such other actions as may then or thereafter be possible pursuant to the Illinois Municipal Code to annex the SUBJECT PROPERTY and /or other properties to the CITY so that the annexation of the SUBJECT PROPERTY to the CITY can be sustained and /or effected. Q. Maior and Minor Modifications. Any modification to any approved preliminary or final plats of subdivision and engineering plans, which are deemed to be minor modifications, may be approved by the CITY Administrator (following review and approval by the CITY Engineer) without requiring a public hearing and without formal amendment to the Planned Development approved for the SUBJECT PROPERTY or this AGREEMENT. Modifications I necessary to solve engineering, layout and /or design problems shall be deemed to be minor modifications so long as such modifications do not change the essential character of the preliminary or final plats of subdivision or engineering plans or increase the total number of dwelling units allowed on the SUBJECT PROPERTY. Any revisions to a preliminary or final plat of subdivision or engineering plan, which if determined by the CITY to be major modifications, shall require review by the CITY's Planning Commission and approval by the CH01/ 12 90295.13 44 CITY Council. In no event shall such major modification require an amendment to this AGREEMENT. R. Exculpation. It is agreed that the CITY is not liable or responsible for any restrictions on the CITY's obligations under this Agreement that may be required or imposed by any other governmental bodies or agencies having jurisdiction over the SUBJECT PROPERTY, the CITY, the DEVELOPER and OWNERS, including, but not limited to, county, state or federal regulatory bodies. S. Effectiveness. This Agreement shall be subject to and shall take effect after the consummation of the transaction between OWNERS and DEVELOPER for the sale of any portion of the Residential Parcel by OWNERS to DEVELOPER. {SIGNATURE PAGE TO FOLLOW} CHO1/ 2390295.13 45 i i IN WITNESS WHEREOF, the parties hereto have set their hands and seals to this Agreement as of the day and year first above written. OWNERS: CITY: RI HARD J. THEIDEL Tft0 &** OMMAM ~ w4 m a off. LASALLE BANK NATIONAL UNITED CITY OF YORKVILLE, ASSOCIATION, AS SUCCESSOR an Illinois municipal corporation TRUSTEE UNDER TRUST AGREEMENT DATED FEBRUARY NO14198 A N D KNOWN OWN �� UST By By: �- ' Title: Mayor Name: A(ATNLEEN 1 Si jE1 C),p Its • xZU4tr Officer A Title: ity C DEVELOPER: PULTE HOME CORPORATION By: Name: Too Its: VP 6�O 4:`AZ7 , And B Y• Nami����� Its: ✓n � /vr�� I ('HOl/ 2390293 46 LASALLE BANK NATIONAL ASSOCIATION LAND TRUST DEPARTMENT RIDER - GENERAL EXCULPATORY RIDER This instrument is executed by LaSalle Bank National Association, not personally, but solely as Trustee, as aforesaid, in the exercise of the power and authority conferred upon and vested in it as such Trustee. All terms, provisions, stipulations, covenants and conditions to be performed by LaSalle Bank National Association are undertaken by it solely as Trustee, as aforesaid, and not individually and all statements herein are made on information and belief and are to be construed accordingly, and no personal liability shall be asserted or be enforceable against LaSalle Bank National Association by reason of any of the terms, provisions, stipulations, covenants, indemnifications, warranties and/or statements contained in this instrument. i LIST OF EXHIBITS EXHIBIT "A ": Legal Descriptions and Plat of Annexation of SUBJECT PROPERTY EXHIBIT `B ": Depiction and Legal Description of Residential Parcel EXHIBIT `B I": Depiction and Legal Description of R -2 Residential Parcel EXHIBIT `132 ": Depiction and Legal Description of R -3 Residential Parcel EXHIBIT "C ": Depiction and Legal Description of B -3 Commercial Parcel EXHIBIT "D ": Preliminary PUD Plan EXHIBIT "E ": List of Variations EXHIBIT `B1 ": Utilities and Public Improvements EXHIBIT `B2 ":. Off -Site Streets and Improvements EXHIBIT "F ": List of Current City Building Codes EXHIBIT "G ": Fee Schedule EXHIBIT "H": School Contribution EXHIBIT "I ": Park Contribution EXHIBIT "J ": Signage EXHIBIT "K": Form Recapture Agreement EXHIBIT "L ": Common Facilities EXHIBIT "M ": Perimeter Roads for which Developer has responsibility EXHIBIT "N" Pulte Anti- Monotony Policy �j CHO1/ 12390295.13 47 EXHIBIT "A" LEGAL DESCRIPTIONS AND PLAT OF ANNEXATION OF SUBJECT PROPERTY I I CHO1/ 12390295.13 48 VICINITY MAP a° " / IINU�emulnNUnNUImNnNNmunnllall/ (YORKVILLE, IL) of Y Itme v.rsn 3, xs 31 v„.,w,e,>rw, fq� `�• ! dam / SITE IT wo soo "'( 4 ^•o+ R"Ji N �ir� // / W&E P . 300 FEET ® \V • ��O / s.e Q �.� ®�. �v xE er. v ro..r,s .,A .... '^.. 0 ° a'z'rs VI _ r fir ., v�,Gso- i • p Q�, �. ' N55 •� °� 0 3'k olc. ,y PAF7CEL 3 a •6 �" HEREBY ` ANNEXED '!� \i`�. ..1E �g EXCEPTK7N T tAACEL 3 c �� N .�� • s9 p� .d' �. + , � ,5��. a_ v � .v v�oae �� •v s. ? � o � vus ox::xiis.mi x,uc O v\ \ •br *4 N � ° : A,pS tftsv rs�, �l�' • l b �"b" m� / //� ^ 069 G � `�' G �Pe� � • ' oo ff$ GENERAL NOTES: a `.d 1. AIL C x>E P..r ua .Ex .x rEE, x �e..� >,� u �EO oE*an oiss.uvrciES ie ,.r 5A�0. Q e11, ��, y �, /> ar p. , aP+'` air / rwa e+o- PLAN REFERENCE: x r rr erx �.� rK ErrE wrt ar rorE,z+ x. um x " '1 e cd' ` ,« e aEx x eQ a x s d S i,ff� V ''• 2 'J��`\ - -- e p pr PARCEL AREAS: Ews ,u, • x.nr. us. es. sa n. us. n. ,ce[v �� c -,n 0 , % / /f dp noso °irc r--- - -- -- -- - -- - -- -- -,> -- 3 4 64 Y • wowraRp ®aiw ^ i�w.oac Zr— =23 ZF „ t m o 11111 IIIT 1* A 1=1 a s Chu so evieeo naaT PULTE HOME CORPORATION s>o.l� �o...r I �• osul. »eevvow ITiiLC, —c' ,n. ...vv�ssSS�, �� (ILLINOIS DIVIS 2250 POINT BOULEVARD, cxso. oxs I PLAT OF AFNNEIfATION sxEE. s a 1 v. am SUIiE 401 1 s S...OS K PEn 131.1— coeacnTS .,e , e ,ui i ° rm e. I O E .I— OE PEVISIOr CwtO., scuE, 1° • ]OD FEET I IeEIOEI P,1 Ua4.ixG H0. p ....... ...... ELG N, IL 60123 �nEE I .amvulE.uE xuis 1 3655 POA.PLN P,TE, OS.OS /30D5 EXHIBIT "B" DEPICTION AND LEGAL DESCRIPTION OF RESIDENTIAL PARCEL i i I CHOI/ 12390295.13 49 I N87' 32'28 °E 1 298. 70' \ EXHIBIT B y� � �pc JOD GOD 1I ��S SCKE- I' ]00 FEET 0 10 fo T O 11 aa�10'`� 1 � NO' i 3 5 5 y3 ��&j �\ 002` ' � •6 tJ62� . yam, s�oR i i 6cT•. 5a � � p�b `• 534 ° 46'42 "E� � 65.00' — 527 °32'48"E - 2J8.32' i � 1 I :. L a ,'a P LEGAL DESCRIPTION MAT PMT OF TIE INATH NLLF OF SESIION Is.Aro vMIT n sfcllax 2z.lORxsxv Sr NON RA1AS T,f•sT or rAK MIAD PRIAKIPU WRIDIAR OESUIBD. As rafORS� eECIrAING AT M swuE•s! CoN1ER OF LOT 21. W BNISTOL E— SLBOIYISI -MCUD. IK 70 IK KAI KAEW REM D•cuExi urr» M MA1 s0a T .' vu se - Y11 10. T.F. INTAKE —1. JJ oEFUES se uuulES 11 scows .EST 19ss op fFyI AS uEP51ATEO KONG TXC EAST LTE M S S O STBOIYISIAR THCNCE IIUM JI OEM S 5[ IwlFS ]i Sf[0w5 REST B93.J6 FffIN 11EM NORTX el OEUttS J2 YIMITES 2B 50615 EA51 21N.TD f[ETN INTAKE SOUN ]6 OEUEES SO WHITES SB SECONDS EAST 21e$.N) FLEE 10 rNi CEWFMIM V REMEDY POAA INTAKE SWI" ]9 OCUEFS VA WX- DIES 215E1 -1 EAST ),112.98 FEET 10 TIE NUIICMI RIU1 Of RAI LIIE Df A5. RWIE 31 PCR GIUNI DATED APRIL 1].192] AND RECUpET APRR IB, 192] Ix BOO{ If. PAQ 02, AAA) By (AY1 DAZED APRIL T. 192) ANT RFCOMED APRIL IB, 1921 IN O[[0 MCA6C0 IN BOON lE PAU A TMME SATIN 55 DEUCES 12 YNITES SR SECOwS REST 2,)J5.09 fFEi AS NNC,LSMED KONG 5.10 "'I K RAY lIMN1MM[ N6RIN )B OfUECS 09 "'T 11 ',C—' REST 2.021.[0 iFEI IKNI£ SATIN y I S 55 WwlE3 Se SECtlD3 REST 'i5.q F[ETN 1TEMC XORIN 11 O�AEES Il YINITES —S REST LBOl.65 KIWIS CU EMNE OF 5•ID 4[MRDr wW� TMUC[ N OIT IS D 10 YIMIIFS )I S[COwS [AST 95).62 FCFT a5 IE•SUED KONG SAID CEWFM 1-1 NAIIX K DEFACES IJ ulMilfS 21 S[COwS FIST EiI.iJ FEET AS YCASWFD A`— S F' I-ITS Sl SLENEE CAST IYETI IN 9 ES ]I YIw15 1I "CONES EAST 'I.- ITEI. 1ENEE —IN S] DET W WTES JS SCCOxDS REST I2Al2 !FEIN —E — Ix 55 DEIAEES DO YINGIE EAST )05.91 i[EIN 1MxR rME0i S.IN TS DITN ES DO INIIESItIF5CC0 C iAA OTSI R l' fFET i5 �EASUIFO LL ET S' IO M E P. MIw llExcE wRM JJ DEAEES SO YINxES I1 SEON ES REST ]100 FfEI 0 1AK POIHI OF B_MN.. E. U XE.-L COVIIF. RLIWIS. EXCEPTING F—ME T 1NE FOLLORING DES RED PAMELN f OF TM SWTN -1 Of SECTION H. TOMTRV ]I wRIµ RYME 1, EP51 0! 1M IRO P...". LERNTIYI, DLSCRMEO AS FOLlOBS, COWEMING AT TM SMNEAST Co. N K LOT 27, IN UI57M LATE SNNSDIYISIAL l[COwOL 10 I1E RAl IMFMOi pfCUDCD AS DOAANExT I)ll]] IN MAr BOOA 10. AT PAOC SR U Y•t I 196211MAKE SATIN J] DEUCES SO YJ.1ES 11 SECOgS EASE J),pp F[E1 10 ' O CUICR IM M 0EpI p ' !TEAK! xUlx 95 OfAEES 00 ANNUTES 21 SEM EAST 299.51 FEET S N[ISIAfT I T SAID CUIULIMN I1EAKE SQ11N 11 OE S ES 59 u1wTE5 J9 SECOwS FIST tei.11 Fttl'N IMMCE �A11x 55 DEAEES 00 YIMIILS 215ECOIOS REST ]OR.9i lEEIN TIEME SOUIN J] DCD9[FS J1 [ASI TIE POIXT I SARx�]I pEl �G YIHII[ 5[COwS C•SI 65.00 ttI' xEMC SOIIM 3T OCfAC13 )I YDUTES IB 5[COwS F•ST 2]I.lt FEET. TMME SW IN ]A - IS 16 IS A2 5[CAUS EA51 SBB.]5 FCET 10 TK NOR1N- f RIArt OF RA' ANE OF U.S. RAIL[ ll PEN DRUM OIIU APRIL I]. 192J YRI w[ORCCO Il 10.192] IX BOON TO. PAGE 82. Ax0 U DRAHI DAT LD APRIL T. 192] AND MCMOEp APRIL - IB. 19 2] IN DEED IECURD IN BOO[ TR. PACE ]q II(H2 5011TH SS -_IS I2 YIwIES SO SECOxDS RFSI iC[I AS ufA51UE0 KON1O 5A10 RIA11 Tf RAT LTS�TIEME wYIN ]e ]i SSECENAES FISf110B0'. FEE; TO 41 W M Fm L CQNIY IClIN015. CUTAINIMn 11.50, }29.911 SO.fl. N"S_A ACRFSI % Thomson 6�veylo$Lld. nIExTN PULTE NOME COpPORATION 1 DsAN._ - JnnE' Ro.Ec' No. — >srs va .SR ILLINOIS DIVISION I I I — DNA. , I I Iv 31155 2250 POINT BOULEVARD, s192os rER [ETU ofscRlPrlws BAST ox EXHIBIT B SUITE 401 1 REVISED ODIRIT. I OF IS A" I Dus 11—T I OF I O ±x Tn"N �' ° "i v >. TPO1 ELOIN, IL 60123 INRT. Dare 1 xATInF DF RfYlslax Ic,R,p I scuE� 1 1^ , 1 IEI IFILE HA L w Tr ON All H0, VE In.eawTSnMrAOm.[wUTwem -ew. JW fELi 1 D•rE� . o521DPtoos - I r0uv I 3855EX — B,PLN EXHIBIT "B -1" DEPICTION AND LEGAL DESCRIPTION OF R -2 RESIDENTIAL PARCEL I I i i I i I I CHO1/ 12390295.13 50 - I Naze 32'28 "E 1.298. EXHIBIT B 1 \ I IeIISER BEA'✓•N' LEHCIH 1 I I 5]9'51 "E 10.65' 1 I 2 550.05'46 "1 150.00• I 2 1 3 5J9.54 '14'E 501.00' 17 + uF I 4 550.05' 16 "11 20.00' �e C W TNRE I 5 518.19']0 "1 01. /]' _ I Nl1E3fR Tt Q CHORD NE- CHORD I LENGTH I - 1 6 51!•18' "1 90.66' 1 I ' • . " ' tl 1.211.00 515]151 11 96.91 1 96.91• I LS` I i SJI.1 90.66' 1 1 C2 515.00' 56x'0]'28 "E 112.01' 190.10'1 I 8 51)•0]'11 ' x 90. fib' I pr I C] 555.2 511•12'S6••E 141.9 *I 112.]]' I 1 9 521.55'x5 '1 90.66' 1 E i\ I C4 25.00' 519.59]1 "E 35.36• 39.21.1 1 10 522.11']9•'8 90.66' 1 D4 n, a 1 11 551'09'09 "1 5).11' 1 12 X12.08'11'•1 1 149.91. 1 I] 1 511.11'29 "E I 1}1.01 1 L_ 14 I SI6•24'01'•1 1 12.05' 1 / 1 IS 1 508.09'02"1 I 86.11' I V O y I 16 1 505 19••11 I 15.11' I I 11 1 505 I ]1].99' 1 i r1 �pTI f r0 T QT' I IB 1 589.20'1] "E I IJ. 86' I y` !• I 19 1 5]1.16'12 "E I Ies. IT 1 211 1 M11.56'S1 ^E I 196.01• I - r�� 21 I ze9•2EV 3-E I 121.91. 1 22 1 N06•36'29 "E 1 494.16' I o ]00 600 ^ T ° Z�`/ /� o Lz] 1 S11'26'ST•E I 1411. os• f i I zt X49.34 "E 1x1.05' SCN.EI 1• ]00 FEET �' _ _ Y`9 1 25 1 1155-00' 21"E 1 3".92' 26 1 N34 "111 241.05' q���- s.0 Jr d�s�A• a0a• I 2i I N55.00' 29 "E + 211.11' p9 . ]rt pl 5a I 211 511.59' 31 "E + S. OO- 3o sST•ss•"c i l io.o o o• ]I i 531.56'26 "E i 81.60• �& I 12 1 519•IJ'1 "E I 95.60' ]! 1 Sfi2•l19'S 95. "E I 60' 1 34 I STI.36'21"E I 95.60' �.a ° ' ° '� I 35 i se 1-02•SJ••E1 95.60' •E 5 f o•x. I 36 f X81.28.19 "E 1 72. 11- 1 ]T I N89 1 65.28' 1 a'. I 31 154 @2.09 "E 1 61.21• I 39 1 Sli•16'o "E I 65.21• I �5 02 g I 40 1 511 "E 61.211.1 555 59 'y 9 A ° °Li f - I n 1 s64vr o' I 61.28• 42 1 551.24' 16"E I i6. 4x' I 43 1 519.10' ]4••E I 16.1x' I 1 . 44 I SII I 16.42' 1 45 I X51.51' S9 "E I 150. ]6' 1 iI` 1 r ,. Ed` '% I o C ,n 534'46'42 "f' $ 65.00' LFG DESCRIPTION Z f ,\ S27- J2'46 "E a ,K xpRlx xJli PER T1,? a uo PARi r xCE 22, TIVISAI `�; �S' 256.32' NNNCS 1 I M IMO m1MPIZ YAIDIyyrr,, OE S CxIMD Y pL N SFLI_ K �SWT 6 S I i COWEN W L01 ]r. Ix 6X1510. uE SYBOItt511J.�iCI00 llE Ml KJEa Mx SR . ES ulNRrll W RAI WYl 10 II , TALE 3 _.q \ r K E Luc a suo sueWsVi`wullfKf 0° x s X W -00 mE[z o � 1 Sr 5 0. 9 X 1 B � ycaos rt 1]1X FFFn TKlaf 14nM n D[Drt[s ]} uuln[s 5[ .}]1.10 F[FT, TxxCE SPllx X tt& % YDUlES % SM S E 9�, ,F xuso F[E 10 � S, l + lu„ rc �E .xu "a"� I KGRI S 1uW- � ' Id ' •� �•� p l� car' MN[ } 1C GF9 dMl DS j R I I%I YO FVIL 11.19}3 Ix 600aiF, Pra W x, u0 BT OuXt MI N1R 11 IS NO IECORKO .RR IA 192) W OE M(01IXD 4P' 8008 IL ]q IKME t_ 55 NFYEES I} YD S'A YCb05 KSI x.))sA9 I' 00]g li'� Kfl U �SW[0 ONO I IWi 61U 1D4114[E -a X OE , M .1-IS SwC0101 MKI 2 U OEx1EZ X SIT S1 5[ .EST 1 r a M OEtl1l1 1 . 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STI IEfJ _ •pySLLr�aL,vS�CUCFKpI� -}•,1 M sOYI " [ MG 51 0' 0 Y ' WII[S S Ii T fE EJSl 33. 10 1K UMIFIDE --I xW 11 % OEWFFS 00 uYYI[5 }I X[006 11 21 2'1].51 rFEI U Y43u4E0 LLOIG 5.10 CEFI E IK„KIICE SMx 31 DEMES 59 VNIFTES 39 XE0105 451 21T.I1 rEr - E TV _E5 5 1 IW fill M SW 1FEET. T ES 2F ­1 33 16 Y 1ECOIO .11 1S II 1 [� -1. 21 OEGE [S S U Y2ES DEGREE 1 S-S G51 ES 12 I . , SEAUTTV 34 [TIMES 16 IPTAES 12 SETC - HCOROFD Ix A A °1� 11 Sd IL J Sl r O - li + - F�S AESTIL � SE-I Ell%45.91 FTF, U_o 4WD SW 11W1 X I•' I... 1. --1xX .-S IS u WITEZ % 3[[005 TEST 191!5 ![[r,+IUO[ x01M SS DIMES U uYUlFS I- [aPTYFT IJM0. %FEET TO IK 10WT OF KGY LLL Ix IT-- CO•xr. ITSIMIS. i10p PWK K XTI" AySSL�f¢' C�WEK W OF CYaCA Tf 5! uIWTES i[ _ [ �]JI p IO IKW�nEJLIxFW�MITK�CO S NF IN JI F TI [ f S M KGVEE5 00 ­TES 2121 -T 11. 66xro T��s S 39 DE-ES 5, TIME AZ? i16 TD M Las+ usulMD cansc+T iK roWT W XOYMIF IKK[ SAllx N XOCFS SI uNNES T4 YCO105 [851 40A] i[Ei, 11[5[1 [tl US i EESI TTFx SOIm F[[f�ll(NL4 Ix U0,17 CS05 (II([ ,xCf Nx 1 4 KF ES 11S Nx V 55pp X[005 XSI 1I WhT Spllx[i] K 5T K uDU1C5 U XLOws rt 190.66 r[ ES 0 SUUIx U MWCS 10 If51 10.55 FEET IKi¢ SNxix [ uWIES 3015 TI 0 1 I 1HK[ YO EC F S WF fS05 T 1[51 ILl1 ffEI IFF SMN 51 OS uI wT1 S q S[C ' M � 4 /4+I IxFME IIORM ll % T �1¢[5 a uYUI[z II s[COroS [[zT 1 Clwtt. suo CINtt MYx COCAYE SOWKaSTEKr KYUO a RaDNR Ur� a al •lo • c.w lxn BCUES saulx Is aaEls 31 Wxrtts s1 X[005 MX D15I.ME 1r[EI SOIMtt51F AIOxt IK •M W 5.10 CU1VL96. i1E1 S I S OF S 1R I S 1 1i YNU1E5 }9 X[005 [•S, salx Is aED x11 rt a ruEDFME SAT OS O[ S 9 00' 45 [ L4[lz Rf lil li[[IE En � I.I. O3 DEpF[S 41 .-IS IS SECONDS .11 111% FFEII IKME SWM 09 D[0[f5 ro .1.11S 11 CtlOS E111 I. IIII 10 11-1 K -.1. CVVtt MIM 1-1. _ ,V• a R•0.5 W NSAO f1 Ir0 MS SODIx 69 KMES YxE d FE 11 }A11[IN I- SOi A$1IRT X.010 M SPIIx1[SIFAS m. FF[I SWIx )1 OfWFS 46 1uu1E5 4l sELV•LS E15T IT1 %iE[l } i UCE SMx SS -El I] uYUT[5 X 5[[tlf}S I[5T I % FE I. IT—` MRI. X DLf%ES W .-ES 41 XCOr05 rt5i 1.1]109 E[[I, LKKE IaIiN U ol"E"' % ..,IS %X[04505 EUl 1 %.M }[EI f0 A TOWF Y COT4. SAW CLTtt T EIxO -A. I. "1 lWIVEITITE�s 11 1K TEST 5L 55C S�Si DI51•iCE CE 91 TSf1 IKIx:E F•SIETRi,4WLV r ENV 0 V% &EE s'" YW TES M 5<_ [ S - 11 S -1 41 R1., xul5 SI _S 451 14105 -1 IOxlx 49 DE-IS 11 WTJI[z 11 XC005 IES EAI 1 l 1 xT X S KFF -. I S 5 21 ._ -IS 31 ., ES ]S X0045)5 . [UI ]01 I[[I1IC[ -1. ST 0[- KC IS 59 YS'ulES 19 11CObS 1f51 2UA5 FEET, 1- IORIN % DE HIES 00 10 1 11 EIS7 EVEtS 0 • '_ W MR SIID flPrt XIK f�MaYy SOJIKl0.r K lu5 S 25!0 FEET u0 • a 1x•1 -1 5Wn111 EE-ES5 u-11 I1 XC- O 1151 • OlflYxf X XJ6 iKME E•S,FK+. X00 TK •K K SAb CUItt.l9.}1 FIE 'E"I'S 59 uIINFS 31 ­S 451 1. 11.117- 1.TN 55 X- 'a- 1 - F(E111­ ES 1x]1 M SI DS �i FEET 09 YWITES XWDS 9S.g E 50NiI i4 ¢�[f X MM16[S iT -IS [•5[ X 5 145 MULES 228F�i0W5 ES 59 F I i S xUttxOR f OEG[[S 5 510005 E•ST 65.}1111, TYNE SOY1N 11 O[xELS 22 STI ES 09 XCOMS fU1 T oEW ES 46 -ES 01 XCTIO 1- 6 1 FEET. IKKE SONx I 1 u"I S a [•sT MOW rKMC -1 31 EIIUrtS a SICO EASI 6121 FEET, ITTE $L41TN 51 OEOF[S 14 uI 11 16 SEEMS 451 11 [LET, TS FAST 11111[[11KME S 1 _FES 4 EI]11U.]6 EK bIMFN }NLIipI S4 SEC at W CgllTi.-S. 49 DECTIES 40 UMFES CWIIWIM 9.100A515fI 50.1[.x01... S-11 TLo RIEM, I DSOx. llTlf+ IPRO.EC, 5155 lluoo Sorvrylog Lid. PULTE HOME CORPORATION ILLINOIS O EXHIBIT Bt DIVISION I 11 .11•.11.,. AY om I IA1 2250 POINT BOULEVARD, I wo ous I a IsKIT 1 a 1 SUITE 401 1 W. EST' xalxRE W REVISTOx CxaD. I SE.. I" :300 FEET MI L PRn[RTY p1A11xG ND. © +x 45]81 a1.rnM9. L+D.1K1 ELGIN, IL 60123. IFRE H•uE Txr sx I I DaTE1 osnoimos awA r- 1.1NOI5 13B55E1(�1.PLN i EXHIBIT "B -2" DEPICTION AND LEGAL DESCRIPTION OF R -3 RESIDENTIAL PARCEL i i i I CHO1/ 1390295.13 51 M E ?6 EXHIBIT B2 Lx6 TFBE I ?R lSER ME LENGTH 1 I 1 539.51.14 "E 10.6]' 1 I 2 550.05 150.00' I I 3 539.54'14 "E 501.00' 1 I 1 550 20.00' I WIVE TN E I 5 S4:• IS w 1 16.83• I 4 I CI l N1A, 21x7.. CO. 1 515'3 CHORD BEIAMC CHORD I 1 ! p � 1 6 54]•18'1) "11 90.66' I 1,21.51.91 96.91' LENOIH 6.91' 9 I 1 i 5]D•10'Si••11 90.66' 1 a 1 C2 515.00' 562.0]'28 "E 112.01'1190. 10'1 1 B 51]•0]'il "1 I 90. fiG' 1 I C35.00' SD1.1z'56 "E 141. BI 112.]]'1 I 9 1 521 "1 I 90.66' I JO I CI S 5 25.00' s79 - E 15.36' I ]9.2]' 1 I 10 1 522.41.39 "1 1 90.66' I JO T I 11 1 551 "11 57.14• 1 X12.01' 1 1.71 149.91• I I] 1 511 "E 1 IT:.07• I 1 \ / I 11 1 515.24' 01 "1 I 12.05' I ! 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USD11R0 EOIAS[. 10 M POIW RL 56 Ub[F YIWIFS 6 XtO i[Si I S I[[ C iHK S ]9 51 FEET. s [ISr IOIiO f41 INM[ 5011Ix b UGUS Po uW1[5 Ii 3[ RSA C ]Om ![Fl�i ll SOU "if SEx[� 5 IS uuulES ]0 Y[bDS R5l e6e] 1H][[ Sp1 l0R6 iEU,1MILE Sprx x a I A tolos u i[s si .959 mcc r¢r1I1eN sanx )] RYYES o] RYn(s xE31 90.Li IUl,1KNC[ SNtx 2T 55� Y411[5 K YtnDS R 190.66 fUl, rlfxn i SW1N [S x 4I F 3E�C E 0i95 11 rts 1 l t' i lLE1 1 SOY�Y54 r 0[�5 N �i�5'OfS�[ R51 5r UL4E[5 Po RwI[5 115ECOO5 R5I I il[I l tx01p 1 p[u SWM IS K�[f ]�ul�iall[5 54 YCO�D 1[� 4 X91IE[I, 7x[xS SOUIMESIELlr 511c 5K fxt KFSIIO [EEU x.H I! OIL .L5 4 u1,NL5 Rsi U.OS IlCr1 IIEME sW1 w QG(L$ Po YIMII[S 0] SE-1 SOUIx ¢ Ff ya ' RES IS Y�OS i[s Ifil. 5 M YIx71[5 I] YtnOf [451 IM4 IU1 10 . P0011 M CVIY[.540 EIIIrC Rlxc C[IV[ SW IxR51[ni, W)IIG A a1oH15 OT 516001UT Yv11 OfiN TWI Yu5 SWIx R 61 UgE[5 M7'[5 11 MK 4fO.W IFFi OIS IFI[(SW N 5 R 11[f IL S E�f51 SE OE F[[1HRE EH S� M x E S SOFg I) ulII151E E I)SO![L,bUO,S �E51 1 1�xN p iH i! 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SONG IS IS IT55�SCf Wiul f5>I SE - [ 5 "Ell11[ SpllN 55 OE- ' Xt 1Ig0p f,f [ESI ESO.W 1�1 I Y G HWM3 1 1J0 ) iUl, 1- ,S(Sll t <OWS F Ei51 95.WEfE[I YWNS EISI 15.40 q[[; X YIxrt[5 ]I YWD [151 FEET. 11U1CL Spllx el UM[Ef 02 _ _ES I __S [1ST 9640 r[EI, TIEMC ES.e SECOWf EST 7x.11 ITS` __ -Tx e! __ES q Y1x- - S]! fUN IRxS SRIIN e1 YYEES 2x 41w1[5 Po SEE00S EIS' i33l i I1Ext[ SouIM 1r FEE", 16 ITS Po s[CRDS 43r 6621 r[EI, TMJIX SMx uCPOS i5 fE 1� iM SWIx si OEtPfFS iNUWIILi N S[ OOS lfSi liix FEET. S .S , f YLOOS "FEEN111I E1 , m F. S� atlI uiwlis si iic 451 TO ,¢ Pnx1 Y R611rY4 rl Ix tF]D4L CO.M7 RlIw15. wxwxxc z44xsI6al sp n.IS6.mI 7tus1 T6o113wn M. 6a Ltd nlE"I' PULTE HOME CORPORATION 1 I osm lunE' o1CT w. �xPa"'. s*NL a ILLINOIS DIVISION 1 ro L IE [ � V'IY'Eaa ' _E•Lra• EXHIBIT 32 IPa 3155 2250 POINT BOULEVARD, GIRD : + ous I a I-ET I of 1 SUITE 401 I II E rc E91SI c1Rn. _ E• 1•• = 300 FEET I xElpF L PxoPLRTr x6 ELGIN, IL 60123. 1rl F11 waYx.1 DUE. osnoFloos 1 1 wuxl 3855ER -02.PLN © ixovaox auar[Inc. LTO..xPo3 iORYILIE, ILLYg15 EXHIBIT "C" DEPICTION AND LEGAL DESCRIPTION OF B -3 COMMERCIAL PARCEL i I � CHOU 2390295.13 52 EXHIBIT C I 0 ' m AM G00 A -1 n QP'� MALE e 1' 200 FEET +p q l. \ alp�,1 0` f` � \6, \es \t ? \�1 J I I I I \ \ \ \ \I \ mss \G \ \ \ PMT OF BECM'NYC \\ S34 °46'42 "E 56 65.00' S27 °32'48 "E E 238.32' y so b o T E . j4r s 0 9� Ea: wro-✓1v +a ! cT . I I ] LEGA I. DESCRIPTION ° 0 ° i]'u8 rIx Er m.' a.u . ' an H UOnES Yx ssEV E° ss liuiam �reEi xx uEw�os 1; `€ °c o ` 50 Yu nos ewi u ILI G"`�cL'� 32 J - A - ] rifi SM 6�Ila ]Qib4�IOE�].x.ylE i(5 C 0 +fl9N[ IEGI xn O 4o I. ]uP wM n ttt� Y Y 1 ]' °f bEE51] WI ] tixeil W 9 Ff 1A+5�6]iiIPIASMro'Elsril P ui W ULLl O°ailx. RlnpE. CLIEM� I 0I- TITLE, - PPOJECI ry� 7'h umwn keying Llsl PULTE HOME CORPORATION I I `''t1C7�)Sld ILLINOIS DIVISION I I o•w ua I MIT C less i 2250 POINT BOULEVARD, I 1 s,,,o. ous I n 1—T I o= SUITE X01 sc.LE� IEI PR ox.nRC EXm. ELGIN, IL 60123. � F ILE x.ui uYeeevTlYE OF e�P i LATE. 05 10 /2005 fEEf TTOmv°ftL B5 uLlxols MIT EXHIBIT "D" PRELIMINARY PUD PLAN I i I i i i loll' CHOI/ 12390295.13 53 --- ------------- — - — ------ ------ SMITH ENGINEERING CONSULTANTS, INC: CIVIL/STRUCTURAL ENGINEERS AND SURVEYORS PRELIMINARY P.U.D. PLAT & PLAN YORT 5o; 1WE pi, 630-55a-75 0 FIX' 830-563-7646 R2SY Yo L" AUTUMN CREEK SUBDIVISION ILIINOIS PROFESSIONAL DESIGN FIRM f 184-000108 COUP. FILE. 040024- re-ploLdq A PLANNED UNIT DEVELOPMENT PLO T FILE. STANDARD P VIEW" 040024-01- (PROPOSED ZONING - R-2 AND R-3 P.U.D. AND B-3) LEGAL DESCRIPTION, THAT PART OF THE SOU774 HALF OF SECTION 15 AND THAT PART OF SECTION 22, TOWNSHIP J7 NORTH. RANGE 7. EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS.. BEGINNING AT THE LOLATICW MAP SOUTHEASTERLY CORNER OF BRISTOL LAKE SUBDIVISION, AS PER THE PLAT THEREOF FILED FOR RECORD AS DOCUMENT 137733 IN PLAT BOOK 10 AT PAGE 58 ON MAY 10, 7962, THENCE NORTH Ji DEGREES 58 MINUTE'S 14 SECONDS "EST. ALONG THE NORTHEASTERLY LINE OF SAID SUIRD114SION, 19S80 FEET TO THE NORTHEASTERLY CORNER OF SAID SUBDIVISION; THENCE NORTHWESTERLY ALONG A LINE MAKING AN oji 50 DECREE ANGLE OF I 'S 13 MINUTES 23 SECONDS MEASURED COUNTER - CLOCKWISE FROM THE LAST DESCRIBED COURSE, A DISTANCE OF 89136 FEET TO AN EXISTING IRON PIPE STAKE, THENCE EASTERLY ALONG • AN OLD FENCE LINE FORMING AN INTERIOR ANGLE OF 58 DEGREES 16 MINUTES 55 SECONDS WITH THE LAST DESCRIBED COURSE A DISTANCE OF T298.70 FEET 68 CHAINS) 70 AN EVS77NG IRON PIPE STAKE, YOR a 1 6 • 124 DEG ENCE SOUTHEASTERLY ALONG AN OLD ESTABLISHED UNE OF OCCUPATION FORUING AN INTERIOR ANGLE OF TH REES 23 MINUTES 24 SECONDS INTH THE LAST DESCRIBED COURSE A DISTANCE OF 2785.63 17"' FEET To AN EXISTING IRON STAKE IN THE CENTER LINE OF KENNEDY ROAD WHICH IS 121364 FEET NORTHEASTERLY FROM THE POIN OF BEGINNING, AS MEASURED ALONG SAID CENTER UNE, THENCE CON77NUING • SOUTHEASTERLY ALONG N AN OLD EXIS77NG UNE OF OCCUPATION AT AN ANGLE OF 176 DEGREES 56 MINUTES J5 SECONDS MEASURED CLOCKWISE FROM THE LAST DE SCRIBED To THE CE NTER LINE OF JIBED COURSE, A DISTANCE OF 3773.10 FEET ". I ROUTE 34; THENCE SOUTHWESTERLY ALONG SAND CENTER LINE FORMING AN INTERIOR' ANGLE WITH THE LAST DESCRIBED COURSE OF 84 DEGREES 52 MINUTES 41 SECONDS, 2JJ6.0 ' FEET TO A POINT AT THE ORIGINAL LOCATION OF A STONE IN THE CENTER LINE OF THE ORIGINAL BRISTOL AND OSWEGO ROAD PREVIOUSLY DESCRIBED AS BEING 23.05 CHAINS VEST AND THENCE NORTH 35 DEGREES JO MINUTES WEST 11.02 CHAINS FROM THE SOUTHEAST CORNER OF SAID SFC7701V 2Z THENCE NORTH 35 DEGREES JO MINUTES WEST (DEED) NORTH is DEGREES 09 MINUTES 48 SECONDS WEST (CALC) ALONG A LINE FORMING AN INTERIOR ANGLE OF 93 DEGREES 22 MINUTES 46 SECONDS WTH THE LAST DESCRIBED COURSE 2054-65 FEET TO A SOUTHERLY LINE OF LANDS DESCRIBED IN DOCUMENT 863467, BOOK 26 PAGES 281 AND 282. THENCE SOUTH 52 DEGREES 08 MINUTES 00 SECONDS WEST (DEED) SOUTH 48 DEGREES 56 MINUTES 58 SECONDS WEST SOUTHWESTERLY LANDS� THENCE NORTH 38 DEGREES 06 MINUTES 00 SECONDS WEST (DEED) NORTH 41 SZERLY CORNER OF DECREES 17 MINUTES IO (CALC) ALONG SAID SOUTHERLY LINE, $25.40 FEET TO THE ECONDS VEST (CALC), ALONG THE WESTERLY LINE OF SAID SITE LANDS A NSTANCE OF 1.803. S 65 FEET TO THE CENTER LINE OF KENNEDY ROAD. THENCE NORTH 65 DEGREES 10 MINUTES JI SECONDS EAST ALONG SAID CENTER LINE 95162 FEET TO A BEND IN SAID CENTER J21 .,4 LINE. THENCE NORTH 55 DEGREES IJ MINUTES 24 SECONDS EAST ALONG SAID CENTER LINE. 62 7.73 FEET TO A POINT WHICH IS J50.0 FEET SOU774KESTERL Y OF; AS MEASURED ALONG SAID MOST EASTERL CORNER OF SAID BRISTOL LAKE SU9DlWSFOAf, THENCE SOUTH 38 DEGREES 15 MINUTES 40 SECONDS EAST (DEED), SOUTH 41 DEGREES 26 MINUTES 57 SECONDS EAS (CALC) A DISTANCE OF 1,639.89 FEET TO THE MOST EASTERLY CORNER OF LANDS DESCRIBED IN DOCUMENT NUMBER 863467, • THENCE NORTH 49 DEGREES 34 MINUTES 41 SECONDS CAST TO A POINT THAT IS 170106 TANCE OF 1329.42 FEET TO THE SOUTHWEST MOST CORNER OF THE LAND CONVEYED TO KENNETH D. SOUTHWEST MOST CORNIER OF SAID LANDS, THENCE NORTH 33 DEGREES 37 MINUTES 35 SECONDS WEST A DIS FEET FROM THE DOTY, JR IN DEED RECORDED DOCUMENT NUMBER R85-5971 ALSO BEING AN POINT ON THE EASTERLY LINE OF A TRACT TO LAND CONVEYED TO HERBERT L. RUCKS BY A WARRANTY DEED RECORDED AUGUST 1, 1966 IN BOOK 149 ON PAGE J03, THENCE NORTHEASTERLY ON THE SOUTHERY LINE OF SAID LAND CONVEYED TO KENNETH D. DOTY. W. A DISTANCE OF 306.92 FEET TO THE SOUTHEAST CORNER OF SAID DOTY LANDS. THENCE NORTHWESTERLY, AT RIGHT ANGLES TO THE UST DESCRIBED COURSE. ALONG THE EASTERLY UNE OF SAID DOTY LANDS, 287.11 FEET TO THE CENTER LINE QF KENNEDY ROAD; THENCE SOUTH 55 DEGREES 00 MINUTES 21 SECONDS WEST ALONG SAID CENTER LINE, A DISTANCE OF 299.54 FEET TO A BEND IN SAID CENTER LINE.' THENCE SOUTH 55 DEGREES 13 MINUTES 24 SECONDS WEST ALONG SAID CENTER LINE, 0.53 FEET TO THE POINT OF BEGINNING, IN BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS PLAT PREPARED FOR: PULTE HOME CORPORATION OWNER: ,. MO ER ENTERPRISES INC. FOUND )Rav PIPE FOUND IRON PIP, P. N.: 02-15-451-001 A T CORNER 22SO POINT BOULEVARD, SUITE 401, AT CORNER N87'J2'28 1298.70' ELGIN, ILLINOIS 60123 A eEA zw MAR,Rw(� Lm L �• OWNER: HOWAR WYMAN SDUT EDW I.I.N.: 02-15-351-001 -A MEEK OF AE71AMIS R-2 P.U.D. ZONING (YORKVILLE) PROJECT CONTACT: MR. MATTHEW CUDNEY PHONE: (847) 84'I -3S83 BUFFER w a`, OWN ER : MOSER - 0E5 INC. P.I.N.: 02-15-451-001 FAx• (847) 783-0875 LOTN (REMMnoiv AREA 274 773 J 298 2 , 7 276 ;t" "q LOT R 27, MAR NVO 270 761 300 295 289 267 20 94 2 250 265 259 R-3 ZONING � - I -,' I (COUNTY) i�� JIM , ' 2" SET CONCRETE 278 250 MONUMENT 30, 1 280 -11 1 to 20 J055 Na FOUND IRON ROD AT CORNER R REC ED 1--AjCZ 2" 2W 253 do-'o Osr 2W.I 247 DOC SLIS Jo 0 "S 13 286 2 16"'796 .Q" ... 41 24 GRAPHIC SCALE -r 2 MO 2M 23S d O N 101 C Is / ill 237 234 X 2.2 t O M1G �v 313 2W 230 210 2jq 2M q qL' I; v 4, '05" Q LOT J Nil 210 .�W/774 ffA1G1AEB,1W, rQV/�T, PETER J HUINKER P.E., GENERAL MANAGER p 119 l .8 ff- OF LAND DEVELOPMENT -8 kw 'p ( a, 630) 553-7560 1 e;q. < DAVID W. SCHULTZ P.E., PROJECT MANAGER T DOTY. JR. 9 �O W.N K. DOTY w ' =6 (00) 553-7560 ER YN IA R-3 ZONING �A "4 PK 251-003 N', 225 (COUNTY) -"� I � ATCORN I ERS, i GEORGE E. KECK E.L, PROJECT ENGINEER L To ZM (630) 553-7560 1, -'-1 (RE7EN 0 - A-,�_ u] Jp - e 4 CRAIG L. DUY P.L.S., SENIOR STAFF SURVEYOR • % 2 A (00) 553 -7560 MO 14 OWNER: MPI-2 YORKVILLE SOUTH LLC A PJ.N.: 02-22-276-001 S ET PK MAIL . z J27 $,5 n" 7 R-2 P.U.D. ZONING A LOT C (YORKVILLE) (XVIONDOW MCA) 366 99 FOUND PK MAIL 6 V 0.06' NEXT 68 0.12'MYLY 60 ' .TI TO I 12S LEE= - - — - — - — - — - - CENTERUNE 7 141 f 48 MY ]n III (PAW BOUNDARY LINE (PAW) 148 Io RIGHT OF WAY LINE J9 LO 0 20 z➢e MENARDS, INC., D 00 107 1 140 • 204 OWNE LOT LINE P.LN 2-22-300- Ice 110 1 11137 14 1% l"J SO � \ � J � i `� ,0y I 153 BUILDING SETBACK LINE ----------------- EASEMENT LINE R-2 P.U.D. ZONING (SCHOOL Sir) 201 PROPOSED DRIVEWAY (YORKVILLE) Igo LOT ENTRANCE (RE73DYUCIV 0 AREA) j" 353 1 187 195 Lad J57 j5r\ 171J " I SITE aENQkW 196 ms LOCAL BENCHMARK: FEMA BENCHMARK RM17 6 CHSELED SQUARE SET IN TOP OF NORTH EAST WINGWALL OF J49 ILLINOIS STATE ROUTE 47 BRIDGE OVER BLACKBERRY CREEK. =9 3,8 6 6 BENCHMARK IS LOCATED APPROXIMATELY 1300 FT. NORTH OF J+o INTERSECTION OF ILLINOIS ROUTE 47 WITH KENNEDY Nlo ROAD IN SECTION 21, TOWNSHIP 37N, RANGE 7E J46 5 Ter EVEV, 629.20 (NGVD 29) J45 SITE BENCHMARK: A NAIL IN NORTH SIDE OF POWER POLE AT THE SOUTHEAST 2 N2 CO RNER OF BRISTOL LAKE SUBDIVISION, APPROX. 20 FEET FOUND IROW PIPE NO RTHERLY OF THE CENTER LINE OF KENNEDY ROAD. A T CORNER OWNER: DONALD J. AND CAROL S. HAMMAN . BEN CHMARK ELEVATION - 648.53'. P.I.N.: 02-22-300-002 E . . . . . . . . < J70 6 6 ob SITE BENCHMARK: A RAILROAD SPIKE IN 1ST POWER POLE SOUTHWEST OF SITE _J) ALONG U.S. ROUTE NO. 34. APPROX. 77 FEET FROM THE R-2 ZONING S THWEST MOST CORNER OF SITE AND APPROX. 27 FEET (YORKVILLE) : NOUTH OF THE CENTER LINE OF U.S. ROUTE NO. 34. 56 K �p BENCHMARK ELEVATION 645.69', 1A 0. NOTES MONUMENT 1. ANNOTATION ABBREVIATIONS R-3 ZONING OWNER: KRSTEN A. KORIDEK BSL =BUILDING SETBACK LINE P.I.N.: 02-22-400-011 (COUNTY) D = DRAINAGE EASEMENT EXISTING A-1 ZONING UE - PUBLIC U77LITY EASEMENT FOUND 'RON PIPE POB POINT OF BEGINNING B-3 ZONING AT CORNER POC = POINT OF COMMENCEMENT 0& U.E. = DRAINAGE AND UTILITY EASEMENT (YORKVILLE) Project Surnmary S. W. E. = SIDE WALK EASEMENT S.W.M. STORM WATER MANAGEMENT 317 Single Family Lots S.E. = SCREENING EASEMENT 258 Multi Units TR.E. TEMPORARY ROADWAY EASEMENT L. E. = LANDSCAPE EASEMENT 575 Total Residential Units 2 THIS PROPERTY 15 PROPOSED TO BE WITHIN THE CORPORATE LIMITS OF THE CITY OF YORKVlLL,-. 5751287.65 - 200 - DU /Acres (Gross) J. 515" STEEL RODS SET 0 ALL EXTERIOR CORNERS UNLESS OTHERWISE NOTED. 518 STEEL RODS WILL BE SET A T ALL INTERIOR CORNERS WITHIN 12 MONTHS OF RECORDA Average lot size ($.F.) 13,895 S.F. 4. DIMENSIONS ALONG CURVES ARE ARC DISTANCES UNLESS 07HERMSE NOTED. Average lot size (M.F.) 21,731 S.F 5. NO DIMENSIONS SHALL BE ASSUMED BY SCALING. 6. ALL BEARINGS AND DISTANCES ARE BASED ON A LOCAL COORDINATE SYSTEM. Z EXISTING ZONING IS A-1 (COUNTY) Area Summary PRELIMINARY P.U.D. PLAT E PLAN 8 PART OF THE DEVELOPMENT IS LOCATED W77WAI A SPECIAL FLOOD HAZARD AREA AS IDEN77FIED BY FEMA BASED ON THE FLOOD BOUNDARY AND FLOODWA Y MAP 170341 0020 DATED Single Family Lots (1 101.12± acres AUTUMN CREEK SUBDIVISION JULY 19, 1982. HOWEVER, ALL FLOODPLAIN AREA ARE LOCATED IN LOT L, A PROPOSED NATURAL YORKVILLE ILLINOIS AREA TO BE PRESERVED. Mulfi Lots (318 25.94t acres 9. WETLAND STUDY TO BE REVIEWED BY CITY PRIOR TO FINAL ENGINEERING. Non Residential Lot Parcels (A 92.22± acres 10. CROSS ACCESS EASEMENTS SHALL BE PROWDED ON LOT 377 TO ADJACENT COMMERCIAL TO Commercial Area (Lot 370) 20.01± acres THE KEST. Right 46.75± acres REVISIONS DVIN BY: INT. DATE.* PROJECT NO. 1 11. OPEN SPACE (LOTS A-M) TO BE OWNED AND MAINTAINED BY HOMEOWNERS ASSOCIATION. Less: Previous Dedicated R.O.W. (US RT 34) L61± acres 9128104 JIGS 8110104 040024 12. OWNERSHIP OF TOWNHOMES WILL BE INDIVIDUAL CONDOMINIUMS AND CONDO ASSOCIATION. 21 i f 2/28105 DSN BY' INT: HORiZ SCALE: SHEET NO. 13. NORTH OF KENNEDY ROAD PROWDE TEMPORARY SECONDARY ACCESS UNTIL CONNECTION FROM Total Area 28765± acres J. I DIIS 41101. OWS 1'-300' EAST IS PROVIDED (FOR FIRE PROTECTION). 4. CHK BY. INT* VERT SCALE: 5. PJH SMITH ENGINEERING CONSULTANTS, INC. PRELIMINARY P U D PLAT &PLAN CIVD /S3RUC3 ENGINEERS AND SURVEYORS 168 JOHN STREEO • • • 8H: 6]0 -75 0 1 �FIX 030 -659 -7840 - ,rerw.am Uunpina°rinLnam • HU E -MAIL aee•amtth •.NRY NTfEY .ILIB AUTUMN CREEK SUBDIVISION ILLINOIS PROFESSIONAL DESIGN FIRM / 184- 000108 COMP. FlLE,' 040024 - pro- p /6L.dwg PLOT FlLE: STANDARD VI£H! 040014 -02 SUE LOCATION MAP N87'32'28 E 1298.70' \N OTL 1I 124 CQ� NATURAL � m� Jaa, aaea RAL AREA 83q $� t1 N63� LS` 34 , E D S � 6 r ? E O. N 70R 5' t . rys FJ• 3 67 f 19.9 ; s i r, E eow (n v °-• 16 2 N LOT ']c� 1]4 I LOT3TJ N ! LOT °' 0 ' � S' Y. a�y O '� aae •c . .c � 1 Jy' qt A b ±� �• � N a v. 5ry,6 lS 2 $ S89 *42 '46'W 761, {46 75�� A�'67 C{i• 5 95 N 275 b 3• ; i.._.._,; �. -0 5 .73 69.09' siy. $5- v� V1 %° � �• X56 96 $9 O ,; � ?• W efi .p0 ' Lo iaii 5 LOT21 •.� �„ r y q ^< 65 ° '. �n o.0 ,c' IT zvT 'i' 20 ! 1 . Y 6 • y. " 0 ZY30 g. 5 �$�•ia, N �i' 7 �Q fi tP LOT 277 78• � Dry o � t 1 1 ,� ?•T1L71• L L� 1 `AM1 Bp' LOT 208 y �J " i.__ ,� A t � 3 ,ane v 5 ; 56 50 'B.l• PROPOSE ] T3T1 D m_ ji' . .' ${ 15.5 am 5 q'1 t A5• 'L'a PEOES7RIAN PATH �.' �� a✓ ,' s$- 'yti be t q 1 5q' L � i�v O LOT R � ,� � .1• _ �s,•(P b N66D0;T2'W LOTZTB `x`03 .{ IOTZat� y�wi.,e' m / \ ,,/� 3 D° s LoT Zap $.'•S.'• , N� ° i , ; Lo �z�s 11 0 , %$2• .A f 00 $ 3 LorZez LoT700 an- \ w\ 1g -; � \'`� _ 5� .✓ w .3•'w ac' 6 9 � ' . � q 4..: °-n BC M1 jti'' °, '�•o. ]555 200 LOT LO 282 ga �•. /,' 6 ,'��1� 2 T Zea$�'• `& ,;• /' �'/'�. '• gr, 0 55 \ t , t n m $ a. w: y' M1q 1 £ N wr2IQ $• �^ 3 ' �a' -' 5 2• '`C: � ,r o O !; .'H5 /\ kV Sr ,e,aaa .c 10\ � uia w: 9 ,/"' ✓`.�- A� ikT9apvt 01 Lrzp7 L ga. ° 4•, '� • n t `L. $2% orzaT s•. $ '• ]a - `G a 4ti o • `qy `� o4a K' 6 ✓' ,'�6C \ \ .,� 5M1• $3 N O t?� `V `O ".:• .(1 / ,J ' " / ✓" ,,d / ✓ / \ °ta\ °" 3, 'C t 204 .° 3/%' �•iv LOTZao 0 x5$75$04 LOT". . ��d �4 %u,KZ. ,,• \ta :0 4c $q, r' �i/11 \ $ 0 Lorzas TYPCIAL CLL -D--SAC OCTAL aN -0,4ti6 �� \ti i O9 � " /J$5�, 7r\ \� tp2 > c j� a$ r y LOT- S. 4ma+Op$2 S. X 5 6 0 8:� • 1 ✓ r $2• EASEMENT DIMENSIONS ARE TYPICAL UNLESS 07HER $• \ $t'•. \ RISf JNDIG7E0 LOT SBa 1� � \�� / �,.✓ /l � a .0 .e � "' �y • GSEMENT E7BACK DIMENSIONS a u. ` 0'',..✓' /` J / •\ K 3 " �� l A °�• 3 LOT278 w $' \'. �` ". /` r ;/ oU y yy y SEE PLAT FOR' o na' ;4ti �, ` ' 1�' rr`S�iu ,�'' 2•� '..`b• a i ,' ✓' .$ Lo ° 4y RlnS•.P00' be \ L 14 ? 2�1 2q E \ .� ` f , . $ $0 Z 10T251 4 Z woe n ee ` w •o i \ °' E , 55"0° O° LOT-I \. G7.' / `� $9 3� v v. "a \ ,� -0 4ti 2a $2• , y1. R50.00 V; 6- ° -,\ S $ 1 LOT 1 s 1 :\,.�" \i .� 1 Z n ; ° ':c . •E 'OP sr, 3 0 ate, \ \'&.., P 31• s a • r s� 5� !)D `& ` 1 `� 5 O° 2 Lorzst as 2 E (TIP) C3 041'E l / °r ° 5 $ ,� x 8 1 S� t1, 376 1 -07 4 \�^` a^\ Lowzau \ / �$.." � 'o � zat 4a.". " •--^-•.. 7 46 LOT 'u; o RJD.DO' �� .a 56.0 05 ��\ � ,a. � 160 `T. N 55'o° oo '& ',,• a 4 \ � �� ; p'4.,ar 1° I ^, . , Y.v66'a I, m ° m c - P 7 60• \Z a•�, LOT20B v PROPERTY LOTZ� `\ \ y °K 1 ' 6 �F7' ' E N Lo>jz�z 1 y , • Y \, 2.`"� T• L}rz57$- i r .y'� �/� s) 1 = LINE NOT 70 SCALE �� E �` � 1 42 `L ai..c f. �, \'1,�.�`\ \ Wr . mu a 990/� z�..•w.,' y'Sr(' 156Jt 'gym • O ow ozo -0� °aY? \ `���'�_ •,7156 -0204 -0o2q• .4, ai°u sv. O. .•+ 0 .o T t 1b °J5 OD `b.\ m. / LoTZS4 ga, ;,`•' 3• LOTN7 - d 1 '$• d 3• 2 46.59 LOT2�B 76 Sp, m,ar. ,,• ,n .».•�' 1�.� EFAML LoT Y L0 a u] SAASL p. a 4�a K E Lo �Za7 i• , \ \ "$ a / 2 . a .(; / SEffiAGYC AM E4SBN9JT DETAL l ',.•'W'�','% 6 Zba �' °m 2 4 `� \� -0 6 M1 1. ,::. / 1 .! � .'r 13 6 `Pa .$1 $ '1S. 1x 3 �a - iD' 0 1 �,,,�• - 1 '''E •o. o.ie ic' 5• 9 / ALL LOTS $ ALL HAVE IQO FOOT -a .561 0 '�, "y \ 1 6 , 1. 55 3 1 9 ' Lar zbs�'1�' `� 55 ivavr, laO FOOT REAR AAD 5 F007' LiOiiisi `• ebscr. w • "' 3, ,1m] 2 •o .:'VE LRLTY f APANAGE EASSLSVi::L $ 27 `,fix �Y61 •'H //� '�' a -°°i $2 N / / I,JIL.ESS O7)43IWLSE MOTEU OlOR'S 1'a...L d 50 0 1a ; `, ° o_ $5' d• �{ ,I /M S•°ze .c $2 y3 � I. EASEMENT DIMENSIONS ARE TYPICAL UNLESS 07NERH15E INDICATED 75 � `� � 7 ° S �'' a / / , J°"" ' f� �o `D• rt5 55 ?. WERE L]7Y STORM SEVERS SANITARY SEVERS OR WATER LOT3DO ` MAINS ARE RUN ALON � �•E. � LO Tzv G SIDE LOT LINES A MINIMUM 10 FOOT WDE • LOT2B �. 9 B $. •' /` y (IO FEET EACH SIDE) UTILITY AND DRAINAGE EASEMENT SHALL BE aaa 4 25 " ' '',.m )a,aK. L�OT PRONOEO. -01 gP \\ �nm r10' D. &U.E. e a t 77 56 p 05 .o� \ - v 6 6 LOT31i 0 1 1 b 21 5 rf0' D.BUE. . � �'t i fi r' / `l' 1 1 \�:,- \` / t l a 5'D. &Uf 05 R \,'`p „� „•.. -�' 0 Lorav v \�o• 1 to �II SSEIRAOK i Nrt �LOT 77t � S 10' MIN. SIDE, I I tow u. E ''' y� Q,,. -•"',. ,. 1 6 o av .c ♦ \ 'Y �, I i N: +a I R65' � 1 � L L...... L 1' LoT7�e ga i� �• \ , SE7BAfX y ip -0 1 F• i u 4 ° y1 `^� M1, 1 �, / / SEE PUNS PREPARED BY EEI FOR w 5 1 9 u 6 J ° 0 Q i J LI�TOTALT 10' $ 7581 ' "\, ' m am ec' 7 \ IMPROLEMfN7SDY ROAD S' D. &U,f 7t� �.`..'. -x ., 1, o 6 b Z,A Lors�; . .c tit y ,< $1• �n B2' r10' D. &UE. �\ 66J' t�° 5 .00 LOT ", J JO' fRON7 - LL �4tia z -­ SE L 7t7 TBAL]Y 3 OW`7\`7` 5 UNf , a STET dm ,c PROPERTY a - 7 35• , g $ 7� / /' ' F LINE - - NOT 70 SCALE 16J:M 71 62 -01 55.2 l _ � ' S8773'49 E j OTJ / MLLT FFAMLY oy]K NO SEMACC AAD EAS6LSVT OElAL / 2 / 1. BLANKET EASEMENTS FOR INGRESS, EGRESS URLIR JO' REAR SETBACK ES AND DRAINAGE / d T�1 / 0 15 JO' REAR SETBACK 30` I 1 t I 6J - - L I II JO' 25_' I 1 10' -._._......_.. _.._.._. CURB - -._. .____._ .....__.._ _.... ACK NOT TO SCALE I CURVE TABLE I LOT WIDTH AT BUILDING SETBACK I V I CHO 1 CUR C11 LE 39,27 25.00 035.3610S10'00'289RVG CURL 11 LE 39.27 X 25, OI C 35.36 1 NO505'a9EOI CUR 801 30.40 �25,00� 0 2857 O N37 3119 E I 102.00' L0 26B O I 8200' N WIlT 8240H 1 C2 39,27 25.00 35.36 S79'59'31'E C421 39.27 : 1 35.36 N84'S4'14'W I C81 35.12 25.001 3276 N20'36'17'E I 244 82.00' 269 0200' 294 103.16' I C3 {I 30.48 25.00 28.631 I 8.37 25.00 8.33J S64 C431 42.89 25.025,OOJ 37.82 3 Sl7'04 . 41'E 1 C82 35.72 25.001 32.76 N77 1 245 82.00' 270 1 8200' 295 82.01' I C N2a I C441 42.89 01 37.821 S647'36•V I C83 8.37 25.001 833 NSO 1 246 82.00' 271 +86.28.1 296 84.05' 1 _51 39.27 25.00 33.361 Sl0 C451 39.271 25.00 33.361 57946.42'E I Ce4 38.84 25.001 33.05 N72'57'40'E I 247 79.69' 272 + 86.56' I 297 1 86.06' I C61 39.271 2540 35.361 N79 I C461 39.27 25,001 35,361 NIO 13'l8'E I C85 39.27 25.001 35.36 N17'31'38'V 1 248 80.00' 273 1 86.56. 1 298 86.56' - I C71 8.371 25.00 8.331 N43 - V C471 39.271 25.00 35361 Sl0• "U "W C86 39.27 25.001 35.36. S03'43'09'W 1 249 85.43' 274 1 85,40' 1 299 86.56' 1'111 I C81 30,48 23.001 28,631 S00.57'I6'V G 39.271 25.00 33:3 1171 6.42'V 1 C871 39.27 25,001 35.36 S86 1 250 87.05' 275 1 8240' 1 300 1 85.52' nI 1 C91 38,821 25.001 35,041 SIO31'05'V C491 41.511 25,00 36.901 N07 6'42'V I C881 2730 25.001 23.96 503 - E 1 251 89.00' 276 82.00' 301 1 82.00' I C10 39.721 25.001 35,671 37928 C301 37.031 23.06 33.741 N82 '20 C891 235,64 150.001 212.15 NO333.16'E 252 89.00' 277 82.00' 302 82.00' I C111 21.761 25.001 21.0$1 N30 I C511 24,581 2540 23.601 N07'S0'll'E 1 C901 173.26 150.001 163.791 N74 20•V 1 253 89,00' 278 1 82.00' 1 303 1 82.00' S I C121 21.761 25,001 2.081 S79 I C521 19.571 25.00 19.071 540 :52'E C911 55,62 150.001 55.30 S3B'OS'45 - W 254 10200' 279 1 102.00' 1 304 1 82.00' 1 C131 24.741 25,001 23,741 N23'45'28'V C531 39,271 25.00 35.361 S79 52 I C921 44,75 200,001 14.661 S55.07'44'V 255 10240' 260 1 91.50' 1 305 1 8827' GRAPHIC SCALE I C14 24,741 25,001 23,741 S46 38'W C541 39.271 25.06 35351 NIO'13'08'E 1 C931 58,53 150.001 58.16 N38'39'01'E 1 256 89,00' 281 1 9150' 1 306 88,27' 1 C151 39.271 25.001 35,361 S10.00.29•W C551 39271 25.00 33.361 SIO'l3'IB'W C941 9 88{ 1 200.001 9 S27 1 257 1 89,00' I 282 9150' 307 1 88.27' a°B 400 C161 39.271 25.00 35361 379 C561 39,271 25,00 35361 57946 C951 55,62 130.001 55.30 S51'54 1 258 + B9.00' I 283 91,50' 1 308 1 88.27' DO : Clel 39.271 25.00 35,361 N79'S9'31 V C581 39271 25,00 35.361 *46'42-E S SlO•1318'W C971 195.051 350.001 192.54 N23'S6'l9'W 260 104.84' 1 101.39 1 285 143.00' 3 0 9 0 88.27' 1 I C191 39.271 2540 35.361 379 C591 29.331 25.001 27.671 327 I C981 103.85 1000,001 103.80 N52'IS'04'E 261 I, 93.81 286 140.00' 311 88.27' IN FEET ) I C201 39,271 25.00 35.361 N10 C601 27.711 25.00 26.311 S66 I C991 208.78 150.001 192.33 S84 1 262 1 93,83 1 287 1 93,00' 1 312 85.51' 1 Inch 100 LL I C211 39,271 25,00 35361 S10 C611 36,891 25.001 33.631 S24 I C1001 268.14 665.001 266.321 N23 263 1 93.83' I 288 1 93.00' 1 313 106.91' I C221 39.271 25.00 35.361 N79'S9'3l'V C621 36,891 25.00 33.631 N59 I ClOtl 49.421 100.001 48.921 319148491E 264 93.83' 289 92.98' 314 94,91' 1 C231 21,761 25.00 21.081 S31'19'29•V C631 36,891 25.00 33.631 S07.00'14'W I C1021 49.421 100.00 48.92 N40'50'59'E 265 93,83' 1 290 1 93,00' 1 315 84.54' 1 1 C241 21,761 2540 21.081 NI833'05'W C641 36.891 2500 33.631 SSS 27 - E C1031 90,071 250401 89,59 S39 46 266 102.00' 291 108.06' 316 8200' I C251 37.42 25.00 34,061 1 C651 42.961 25.00 37.86 NOO 03 C104 101.85. 350,00 ' 179,81 S26 1 267 1 102.00' 292 82.00' 317 1 10200' I C261 37.471 25,00 34.061 S36 C661 41,861 25.00 37.14, N82 C105 417.96, 500.00 •405.90 365123.221E PRELIMINARY P,U.D. PLAT PLAN I C271 37.47 25,00 31.061 N7224'03'E I C671 3$,771 25.00 3500 S03 C106 523.72, 550.00 504,16 N62- 03.28 -W I C281 37,47 25,00 34:061 St328 I C6BI 36.901 25.00 33.64. NBS 37 C107 455.83.. 400.00 431.56 N80'5 '26'W AUTUMN CREEK SLBDIVIS /ON I C291 3$.78 25,00 35411 S10`46'46 I C691 39.271 25.00 35.36,S45 CI08' 1078.46, 1250,00 1045.32 S2S22Y6'v /� �F� YORKVILLE, ILLINOIS I C301 38.841 25,00 35.051 N80'16'07'V I C7131 39.271 25.001 35.36, S44 C109 238.29 150.00 214.01 S7928'SS'E . J I 0311 21.431 25,00 20.781 S82.16'10'E I C70 39.271 25,001 35,36, N45.39'47 -E C110 264.63 250.001 252.45 S65- 9'00'E I C321 22.201 25,001 21.481 S41 I C721 39.271 25.001 35.36 N44'20'13'V Clll. 356.73, 460,001, 347.86 S27'52'46'V _ I C331 3&161 25,00 34,561 N87 I C731 22.301 25.00 21.56 S53 CU2. 190.30, 250,00, 185.74 N27.28'10'E I C341 38,161 2500 34.561 N0135'S5'V C741 22.301 25.001 21.56 S46'48'30'E C113 31.25. 150,001 31.20 Nll'37'54'E REVISIONS I DWN BY: INT. DATE: PROJECT N0. 1 C351 39.27 25,00 35.361 N05 C751 39.271 25.00 35.36 S03'3326'V Cll4, 729.60, 750,001 701.17 N67 46'21'W 1 N84'54'14'V C f. JCS 9128104 I JO$ 8110104 040024 C361 39,27) 25.00 35.3676J 39,271 25,06 35.361 S:6.26.31'E Cll5 44.73 500.00', 44.71. N37 I C371 39,271 25.00 35.361 SOS'OS'46'V C77 39.201 25,00 35.311 N86'21'4l'V CIl6 643.67 830.00 627.66 S27 2'46 1. JCS 1128105 DSN BY: INT. HORIZ SCALE: SHEET N0. I C381 39.271 25.00 35.361 S84 C7B 39.341 25.00 35411 NO3'3B'l9'E Cl 17 669.86 750.00 647.81 N26'14'59'E J, DK3 1 =100' C391 39.271 25.00 35361 N05 0546•E C79 27.09 25.00 25.78 S34'S3'l3•E Cll8 68,91 15040 68.31 N53.03'53'V 4, I CHK BY: INT: VERT SCALE: 2 G01 39.271 25.00 35361 N84.54.14'W 5.+ PJH $ -FAMLY SMITH CIVI /STRUCTURAL ENGINEERSS SURVEYORS' INC. SETB ACK A PRELIMINARY P.U.D. PLAT & PLAN 769 l- I STRICIT YO I LLINOIS ALL LOTS SLIALL i44VE no FOOT 330-5 Pp: BJO- 663 -7fiB0 FAX: 830- 663 50580 -7 848 smllNVn`Inevrinpe4m � L -WNL: vac�vmlt6enpneaTln[•e4m MIT FOOT A A!D s FOOT CREEK SUBDIVISION '�` E e ° � L SOE U7L?Y E DIPAIYAGE E45'8LSJ7$ IIJJN0I3 PROFESSIONAL DESIGN FIRM t 184 - 000108 III=, L/� OTPE92 AW AAJ7ID - COMP. FILE: 040024- pra- pI.Ldng I. EASEMENT DIMENSIONS ARE IGAL UNLESS OTNERIBSE IND/CA7ED PLOT FILE: STANOARD 2. WHERE CITY STORM SEWERS SANITARY SEWERS OR WATER MEIN 040024 -03 MA RU NS ARE RUN ALONG 90E LOT LINES A MINIMUM 20 FOOT I E ('O ET EACH SIDE) UTILITY AND DRAINAGE EASEMENT SHALL B BE PRONW GED. r 70" D.&U.E. � _- 1 - r I0'0.8U.f. / SITE LOC•AT7Q'V MAP F-40' REAR I SETBACK WIDTH LINE 1 20' M /N. S /DE 1 I i LINE(TOTAL)' 55�ry9� mS i (� 10' D. &UE I --' 0 ' B.SL �5' D.&U.E top / / 89.0 E 563 TIT27� 70'0. &Uf. / 'IC N728yp3' IJ2.B3' .tom 30 J 0fRONr -_-I LC �� 'y�Cr1 / 6ry1�/ / aw15�o5 LOT \. EALX 3 S Y1E ( � a VP / 2� / / oe •a 8 6..e 231 d ' PR tY NOT To SCALE 4 OPER 6p ST1F�f f �. \� 1D ll / io A�1 S� / S ^,,- 1�+ibh9 -,'1 li t•v' LANE _ S `OC , •hy 1 , 9!% / ar. 2h`7 .�' S ? � 5 LIT N.a A • p • t II LOT ,/ /' ,.� `\ .i' f nae •c' 4 �' i ,' 41^. ^ 9 J+' G $ ! 193.15' '�T•, / � °$. '`rte ��'� `�° 455 L o .iii `. +� . b � 383 :76182' � `'\ N'� { 1 • ,,''. / .,p LOr 6a �'( y ,( T • N ^� ,.�j� :� 50 , D° ,E w o• ` � • ,`� tae • :r �h5 6 q 1 `Ta G U. z, i^ , o '°�' \ L ° e � �`A' 1 \n "' 3 �1'•�'' � IF .I , 11.20', av' "` � � " ^e '4, `'N` V 99 ° '\ ryBo $• 55'00 0 o x �r 750.'48 "W Lorzeo a� LOrzx 1� fB n. �0• NBJ36 \ _ /:. •...., 0 9' 4 1 i \ m. 383'361 E �,( / /�/ 00 9 'g� * ti \ ��•>6, .. 4' 8 „4 ,., u e�'�; 7 �n a...a 9 ry9 `_ /66' i16 eji 1. \ ,�',� •. ; "INN I, a, N�O�.v �`5 �..' S5 \ �e m�, .9 lr I �� 6 p• i LO Ti 7P h iw ,a NV +,�2 �iY' 4 i S ' 'nz. •c� .� ''[r ` \\ 2 a7 � u.' n iJ3" 331 Lor,c no •c' y�• .h �0 m' , / /I', J,. , 1 ( ` \;, (.. �B•. 6'.y. J�� / ` ^= Lor z3, "0.•,' .U: 4 16• �� � \ �• coo .ti'..� xs5 - "�W 'z -..... v c'7 , �6f Ar 7...... .,.,-`.^ro._. - LOT '(0.•b .1 -... ,..,] „_.. D?s'•.. "y. " p ui ou ..c'' ,& ry [°8321 25.,3' I ��.�... G� <` -0� p M ? 5 JJ / 'an 76' p h 2 I� p o LOTez W L �7, s9� .` TJ %ffi � 61 p 13 LOT I9 8n U u e m 81 LOT J TBD e 8!� W E a91'` e ' ' '� " '`• '• � �T LoTzze 0.53' N55'13'24 "W i. \ ,\\ Ss '9sco. ;O; g $ LOTeBIG 8 i�: c' o e'8 �v 2: 8 6hiores A, N .., Oq aia K 2 .A� _' ........................F W . ' ....,.....,,,, 902 - +7211 65.18' 6 328' _ ae ' LIT 7 106 `SJ *D6'77p SB7V2"3Jf _. a•u .J ;•`:..,,, NB418'S9'E F. 72b9.'�S7T{ Z ..a� ..� \\�`.:.�� �cA L,>, 4r. 8 ;. 26'• d� LOT .,' 21 E " \\' ,;; %" , o�t 1 �. ry ,�yb \ \ '��., a; o o S L „ o e ' o L LOT i9 * \I T -0 LO�T U1 PROPOSED �� a2 D 5 PEDESTRIAN PAIN LOTBU. \ v, eG w A 6 4i L ARC ,���� m'S \,\, \�`�8. LOT= N877T57'W �c o � A6�' '� } +\\ �. /,�$• T i 79.3 SB072' 57.76' 30.48 l 2 +r6 $. $• -05 �'• ,� .1 6 m2 13612' Lie %. $ p LOT329 1 M Lor J+9 .z ,� w '�'• `'�• //. e / �`,. 1. °\ �\ �1`�:Oti b " 20 2 ��• L-0 , -., ,....- .... N::_ �� T.. ii `Tf 490.71 . _- AA A O / , '6.1 • ,r / CIO •.�' 'b '/°• f 1'''r" `^•.: j6'" m \;N 3e1' •1.y - i.�,n� � ry5 LOT oOT oie •c k �R65' 6Z .+°" ... ;,... Lel Sl.49 � ::•......, ^w s.� � Y � 6 CA6 t1`�L0.rzm g OU � � .. �, t 'S / • �', �B LOT325 & . \y�i \ ., \ \� ' . � 6 / -'� 1 ti p \ \, '\ K SR w Vii' t : t ,.i �` -� r' /ry, m $,' "or.c'.�+N ` \\ e . cJJ'.o � ,'°`A/ y S. x'•1:p-05J� � Grn \\� \\ \ \ `G.. 58TIB'S1� Lj Lo1 �`. tL� -$•� `• ^. \ E p ' 1 L p3z1 � 71698' 4+ 5 S Q++ 'L 6 7688' m. ,c s 1 r ' 09 Lor aL -0 ,e °.o ^t 6 •O 4 '• / i r f / . " `�.i,, .pP. z` 0 60• S w,P `7i'�',c' Y��; YF -� d••+. o in ,4 9'1' 4' F , 1� i ,'r8 1 / 0� `r.S. LOT- � 56. 6'•p•�T' LOT 9a a^ S7 J0' 5 6j1 87' 2 L,or3z! " ' am 1 f510 97. y4'E a f `Cr..' ' 1 :.5. rr Coo \ \: 2' X 097 e �♦ry� • R'R.w 1g tL / •.,�� "\ '�• �� N 6 i / .P . a . LOT9� LJ'' �.\ .16. 'yab�h•/ 11r � � N 1 LOT "fJ• O 6'7 A, LOT98 M1 / 6 9. \ �•� \ ae ',� s6 ' 7 i• f y „+ 'o ,c �` �� : y 4 6 5� j�'�i . ^`',,; //. � \\ '\:, \ N_ $ "' an •a , . `�? '�' r ' @.;y. 9 ,y9 66,, ,�'a2..a 6S /' i " ,` � 9 `G, �i : ' c ..\ _` . 91 � ^0 siP ya e b' ./ ry6 h 5 '0 1 �A' LOT119 LOTO30e 1� Z Lor99 4 y 1 ° y / �, ,z "c r" 9p• 1 J9 �, 7P a.. ,e ti ^ ,r� •a " ry6 ,,/ / � 1 `L':$ 9 .6 LOTJM !A' � 9- -0? �`TS 11%,' r r ;� LOT+te �� D I, 'nu •e -0b "/' / 'i L a1` �/, rs: • ry' .r nm •e 60 ^tf' SETBACK AAOnEAS6l•SVr r /.r ` 4 aOTJ.Ba � �4v 11ry6 .'�f /, � °T o "� NOTES: EGRESS UT/UHES AND DRAINAGE 30' REAR SETBACK I. BLANKET EASEMENTS FOR INGRESS, A /82 '�' 2 ry al` f / �'T2$ .c ^� 9 'I L� LOTII0 LOT t+9 `.\ y `N)'A r/ •RFd• /J' p ' c b., (` y .S yA y'`�. i� 25 \' LOTD nn K : e ''Bj :' ?so 4r � 1�/,',� 1 a • s '8 \ Is9. ,:, o r 2' $ ��� v���•:/ s q 1 /s2 ,�' �� H +� Lon6a $:� °2' 'Ctp. 42• y *r� JO' REAR SETBACK 3O 30 = hh i . f r o , ,' v�h us � >w,., sr. .... - .tl/ 1 °' � / 5)7 LOTS- Y, b '�9�„ of S6J .• r0• ro -zeasa' rAy, =r �....a53 r1/ Boo �or+,a� LOT - � 1 :�� N6T};7.49'W 587172B,1i :. r i"i JSI,B h 4Y r; V ... .- ....._ -. - ......._._._... ._. __ ._,_. 1 I8 pp LOT ��• I �'1 I 8 -r. ? a h' v si•TYa' ry Y CURB - ...,,.,..,«.. -. .2 6 � ir + . ' 6• ( Lor3W h` 'ry' 8lv' s7 £ +q� JO' FRONT SETBACK ' 'au c'' 6, 76407' 0 /i{ I!h JY BtI�i• �•� Nor TO SCALE T1 O 1+ `! . 184.75 I J F 777. 2 r h � I V 1 I' O / ,:O 1 11 1V DC N6777.T•4 r i 587' BB' b �1� ioi 6 ° 'f 1 I? B a.,. ,c m 1 CURVE TABLE w k' �; 1 f7' ?91r n o2e ,c" n I CURVE LENGTH I RADIUS CHORD CHORD BEARING CURVE LENGTH RADIUS CHORD CHORD BEARING 9 � :.ID ^f a, I' I 6 TBQOO' J 15q y oo• Ci 39,271 25.001 35.36 S10'0029'W C60 27.711 25,001 2631 S66 C\ 11 LOT C 3925,00 3u o:l 3 I I�N LoT0B2 - 7 0� J N 2 .271 25.00 35.36 379 C61 3689 1 33 LOT ,631 S24'40'18'E ; nu •c 113 ..0 ,c bq tot C31 8.37 23.00 1 . 833 S64'36'07'W C62 36.89 25.00 33.63 N59'52'20'E N +v. a s J ,v. ` ' Icy 'a"'.c "+ $ i oo + + i C4 30,46 25 0 25.00 28,631 N20'04'35'E C631 36.89 . , 1 2500 3363 S07 '/ 781.25' C 39.27 9 I b g C oss "1 5 1 5 27 ,01 .3 SIO'2'W C64 36,891 25,00 33. ' :'O 0 N87'!8'p5'W ,} c 17624 m 160.00 ^ n $' q C6 39.271 25,001 35 6 35.36 N79'59'31'W 00'9 63 SSO L65 42.96 25,00 37.86 N00'03'04'E ;j JIM 816 '58770 N82'45 '04'W � - 37 - E • ' 384 2073 1 E '�I .'r�.� I 139001 ,I ?` C7 8.371 25,00 8.33 N43' 33'57'W C66 41.861 25.00 37.14 ji $ h u ioT.+ie I la a 11 584 2o'!J� _ CBI 30.48 25.001 28.63 S:10 S00'S7'16'V L67 38.771 2s.DO 35,00 S03'34'24'E L. PT O y� I� 1 ' 'i� 0 ��� L91 38.82 251 35.04 S10'3l'OS'V C6B 36.901 25,00 33.641 N8B'37'41'W ^ ,$ ass X ) Y .'k °au.`c' 584 16 0.00' L . -T .'v g° a L10 39.72 200 35.67 57928 L69 39.271 25.00 35.36 S4539'47'W i „ n : �° 20'13 '^ au •e „� Cll, 21.76 25.001 21.061 N30'0472'E C7D 39.271 25,00 35.361 544 1', w 106.50' t87.µ I.1 �r M rr, f 75Doo rR 6 I 0121 21.76 25,001 21.08 S79'S6'45'W C711 39.271 25.00 35.36 N45 0141 24.74 25.00 23.741 S46'47'3B'W C73 22 N8920'IJ'W 1 '� 9f^ ,LOT !$ I I 0131 24.741 25.001 23.741 N25'45'2B'V C72 39.271 25.001 35.36 N44'20'13'V `�• $ 7 �p 58020 tJ£ b nT0 wk K I jry� 5B42o•!3� T7AGYAL CYL•OE -SAC QErAL 1 25.00_ 1 I 3 1 6400' 01 25.001 21.561 S53'55'01'W t' ( I e i' �• . 1 3927 35.36 SIO'00'29'W C74 22.30 25,001 21.56 S46 48'30 - E , ^ '� is $ lu • 384 d 1 OH a a EASEMENT DIMENSIONS ARE TYPICAL UNLESS 07HERWSE INDICATED I 1 =` m ;° { " 2; ii w ?OY3 n1, C15 0 UT FOR EASEMENT 7BACK O/MENSiONS I C16 39.27 25.00 3536 S79 59 C75 39.27 25.001 35.36 S03'33'26'W q o $ h n,2 •c alh LoTVtoe t• 44 (SEE P ) C191 39,27 25.00 35361 S79'S9'31'E C7B 39.34 25.00 35.41 NO3'38'19'E !8 130''i°''. I' 7i b 686 C18 39,27 25.00 35.36 3920 25.00 35.31 N8621'41'W 1 N79.59,31'V C77 1 1 . - -- 271'18 L17 39,27 25.00 35.36 9 O 19 29'E C76 39.27 25.00 35.361 586.26,31,E -` I li / b 4h 582 77 . 78 / h_ 4 2 f' � v Li 130.7 ' 7. ' h _ „? 59'L. 7.23 r "� ^ R7500• 0 I 211 39271 25,00 31 N10 0029'1 C79 27.091 25.00 25.78 39 TIP 534 5313E " " " " " " "" O' �^'h( �.�- - - -- - ..- ....... ... � pl ' ,' 6 iowt09 ^ I C221 .271 25,00 35.361 S10'00'29'W L801 30.401 25.00 28.571 N37 6. J7'S8920'i J E ( �.- .�..��....,._L-- --._•u •_ -: 1' I L241 39271 25.001 35.361 N79'S9'31'W L811 35.72 25,00 32.76 N20'36'17'E - X6259 442 ,c �' Y 196.50' :..•,,....... _ ^ II a . C231 21.76 25.001 21,081 S31'19'29'V C821 35.72 25.00_ 32.76 N77'531'40'V ^ -._. -- a1 e4 0 �1J8.J0' Gam _ °^. 27 850.00' 21.76 47 25.25.00 001 34 21.06'1 06 N N49-19'43E 0B41 38.89 831 B.37 25.00 833 N7257'40'E T �i4741' N+ R°49 _ 2 /; '� .('; (fYP) 37 I 0251 .1 .1 49'1943'E C5.001 35,05 727'40'E I LOT WIDTH AT BUILDING SETBACK 0261 37.471 25.001 34.061 S36'3378'E .51 39.271 2 N 25.00 3536 Nl7'31'31'V ILDT VIDTH LOT N0. V NO,. I L271 37.471 25.001 34.061 N72'24'03'E C86I 39.271 25.00 3536. S03'43'09'V I 75 N0. 70,00' 108 IDTH L \,, ` ., \ O4• <VQ �,,; yL �� / _ B.S.L. C281 37.471 25,001 34,061 S132B'5B'E 0871 39.271 25,00 35.36, S86 I 93.83' 238 82,00' 76 70.4]' 109 92.93' 239 101.09' /7 �,\�',•, `a"'�LV Je / RJO.00' C291 38.1 25,001 30 25.0 91.60' 240 107.80' 1 0 25.96, S03'21'27'E I 77 70.00' Il0 I C301 38. 25,001 35.011 S10 I CBBI 27 35.051 NB0'16'07'V I CB91 235.641 150.001 212.15 NO3'33'16'E 76' 70.00' 111 91.59' 241 111.85' `' ��= PROPERTY I C311 21.431 25,001 20.781 S41'59'14'W I 0911 55.621 150.001 55 S88'16 '10'E C901 173,261 150.001 163.79 N74'3220'V 79 70.00' 112 1 94.06' I 242 82.00' Z LANE NOT TO SCALE I C321 22.201 25.001 21.481 30 S38 I 8D 70.00' 1 113 104.31' 1 318 193.B2 1 0331 38.161 25.001 34.561 N87'56'34 C921 44.751 200.001 44.661 S55'07'44 81 1 70.02' 1 114 1 91.90' 1 319 179.68 yO GRAPHIC SCALE I 0341 38.161 25,0 34.561 N04'35'55 - W C93 1 I 1 58.531 150.001 58. N38'39'01'E 1 82 1 79.09' 1 115 1 89.42' 1 320 178.75 I L351 392]1 25,001 35361 N05'05'46'E I 0991 98.841 200,001 97.84 16 32]'0]'22'1 83 79.09.1 116 1 89.42' I 321 163.51 �L pe 4 I C36� 39.271 25.001 35361 N84 C951 55.621 150,001 55.30 S51'54 I e4 1 79.09' I 117 1 89.42' I 322 144.28 I 0371 39.271 25,001 35.361 S05'05'46'W C961 235.621 150,001 212.13 N10'I3'I8'E 1 85 79.09' I 118 87,75' I 323 133,41 0381 39.271 25.001 35.361 S84'54'14'E 1 C971 195.051 350.001 192.54 N23'S6'19'W 86 79.09' I 119 80.00' 324 153.26 C39 39,271 25.001 35.361 N05'05'46'E C9B� 103.851 1000.001 ]03.80 N52'15'04'E 1 87 92.60' I 120 90.00' , 325 140.92 ( IN FEET ) I C401 39.271 25.101 35.361 N84 14 199 208,781 150.001 192.33 SB4 - E BB 92,60' I 218 102.00 1 326 207.55 1 inch � 100 IL I 0411 39,271 25,001 35361 N05'05'46•E I CIODI 268.141 665,001 266.32 N23'13'27'V 1 89 92.62' 219 1102.00' 327 117.78 1 C421 39.271 25.001 35.361 N84 01011 49.421 100,001 48,92 51 48'49'E 9D B2.OD' 220 82,00' 328 10621 1 C431 42,891 25.001 37.821 S17'04'41'E L102 49.42 ]00,00 48.92 N40'S0'S9'E 91 82.00' 221 82,00' 329 107.63 I C441 42.891 25.001 37.821 S64 I L103 90,07 250,00 89.59 S39'46'S1'W 1 92 1 102.00' 222 82.00' 330 108.09 I C4561- 39.271 25.001 35.361 S79 46'42'E C104 IB1.85 350,00 119,81 521 - E 93 92.50' 223 82.10' 331 108.09 PRELIMINARY P.U.D. PLAT' e PLAN I C461 39.27 25.001 35361 NIO'1 I 0105 417.96 500,00 405.90 56523'22'1 I 94 8250' 224 82.00' 332 107.93 AL /TUMN CREEK SUBDIVISION 39.27 25.00 35.361 N79'46'42'W 0 431.561 NBO'S8'28'V 96 1 047 N62 - V 1 95 225 82.00' 333 108.31 1 39.27 25.001 35361 S10'13'IB'W 0706 523.72 550.00 5D4.16 90,00' , 1071 455,831 400.00 80.00' 226 82.00' 334 128.3 C49 41.51 25.00 1 122'46'W 1 97 00.14' 227 82.00' 360 128.00 1 YORKVILLE, ILLINOIS C30I 37.03 25,001 33.741 36.90 N07'39'32'E C NB2 - 20'28 - W C70 9I 238.291 150,001 1078.461 1250.00 11045.32 S25 214.01 57926 - E 1 98 80.00' 228 82.00' 361 111.28 I C51 24.581 25.00 23.60 M07 CIIO 2 64.631 250,00 252.45 S65'19'00'E 1 99 BOAO' 229 102.08' 362 11 B,43 C52 19.571 25.00 19,071 S40'50'52•E Clll 356,73 460.001 347.86 S27'52'46'W I ]OD 80,00' 230 102.26' 363 101,11 C53 39.271 25,00 3536 S79'46'52'E C712 190.30 250,001 185,74 N27 ']0'E 1 101 80.00' 231 134.49' 364 118.43 REVISIONS DVM B'(: TNT: DATE: PROJECT N0. C54 :1 25.00 35.35 N11 C113 31.25 150,00 31.20 N11'37 1 102 00.00' 232 127,86' 365 118.43 1 C55 39.2 25.001 35.36 S10 C1 t4 729.60 750.001 701.17 N67'46'21'V 103 75.4]' 233 8630' 366 118.43 /_1 305 9/28/04 JGS 8�10�04 0400'14 056 39.27 25.00 35.36 379 CIIS 49.73 500.00 44.711 N37'20'2B'W I 104 75.47' 234 86,56' 367 118.43 2 JCS 1/18/05 DSN BY: TNT: HORIZ SCALE: SHEET N0. 0571 39.271 25,00 35.36 379 C116 643.67 830.001 627.661527'52'46'V 105 75.45' 235 86.56' 368 118.43 3. DWS f =100' 0581 39.27 25.00 35.36 S30'13'18•W C117 669.86 750.001 647.811 N26 14 - E I 106 75.41' 236 86.56' 369 116.09 4. CHK Or INT. VERT SCALE C59 3 I 29.331 25.00 27.67 S27'S6'28'E CIIS 68.911 150.001 68.311 N53'03'53'W 1 107 75,41' 237 88.50' S PJH SMITH ENGINEERING CONSULTANTS, INC. C IVIL/STRUCTURAL PRELIMINARY P.U.D. PLAT & PLAN /STRUCTURAL ENGINEERS AND SURVEYORS 759 JOHN 6TR36T _ 5-- 8. ILLINOIS 60880 P31: 830- 663 -7680 FA1G 830- 663 -7810 McHEN .ww.°n816 Nne.aam L -YAIL: °4c�emILD4n91n44TIn8.e9m PROF ESSIONAL •XUNTI •YOR AUTUMN CREEK SUBDIVISION 184- 000108 ILLINOI PROFESSIONAL DESIGN FIRMA 184 - COMP. FILE..- 040024- p-p/al.dwp PLOT FILESTANDARD NE VC 040024 -04 S,INC,tE- FAA,YY SETBACK AAD EAS8L8VT O TAL ALL L07S 94ALL H410E 170 FOOT - FPCvr, A70 FOOT REAR AAO s F T SM UMrrr E LW A/V4GE E4SM4E?VTS No LALEW OT7.6P{MSE AC77H7 56� "• w'up' M1 . S. t� I. EASEMENT DIMENSIONS ARE TYPICAL UNLESS OTHERWSE /NO/CAMED !� ^•"•\ a � S,n� / LO x1 (n 2. WERE CITY STORM SEXERS SANITARY SEWRS OR WATER ` / �%'u "'• 4c ° MAINS ARE RUN ALONG SIDE LOT LINES A MINIMUM 20 FOOT WDE (10 FEET EACH S/OE) UTILITY AND DRAINAGE EASEMENT SHALL BE PRONGED. U.E. f= F r40' REAR t LO i z si UNE 5- D.& SETBACK \'o :,\ „\ \ a, A.. E 1 20' MIN. SIDE \ SETBACK • \°• 11 LOT216 Fm (TDTALJ' i I �hs ��' \ \• n1 °4c'01 i'. ° 't' TO 'ESL 'c1J \ \ � � iS,`, `' °.-+ z• °,A6 ^(L LOT 121 214 J \ \ ° 1 P or L- - L [IO'D. &UE B1 �B -0yA .G�� •� T \�.\� _ c T 3 _O T1222 _.� 0 / �✓``. N \ $. 50 .. n LINE b - Tt A 1 AM1 °CA° C,Sa LO , T °: ii b A: Sr SAT .! - <S - /, 'r°� ^. ' C4� •'`.. i ? \ \ UN°EPERTY �N07 TD SCALE .15 50 LOT112r \ \�''p. ,h' , * F "/ Lorzyx ��,' °- n ♦ 9 3 0;' r' :� M1 �4. '.. \ `\ °� ' a °„ n;: r�'�� i15ryy' LOT1124 b� ryp % . y .. j LOTro3 \ " \ \� °,, , ° N , 1 p • 1 1 , A5 0. • /6,� f E e . i t : � . 01 6 °'•.' T l 6 V l F'y11' / / �•J` iwR). �5° LOT °i1' 0 0 \� �a n NT -0S' h 3 7 ' LOTxy0 ryp 7 Kl� v f JR..Y .i b LOT I � T ` 5pA�1� °0. \ �"'\ 1 b r LOT \ LOT209 T m.i;/ t 155 d °' or 7 0 .1 , ...: ?? ?5 p 140 s� : h i ° 800 1 :; I ylr' f I ,�l ; s <. op o BLS LOT 137 1 54.00' ° ' . ! n :awl :� m \ . ` 2 j 5 ^\ \' ' se42oyos V ++ 15Ny6 \ \� 9 \\ $ �41�-0 A55 `aA.n. \ -0� 4n. LOT- I S f ! ;., M1 AO ' • w. \•.,'� ° y \'6. 5 LOT CP E a A LOT 206 _ m k d 5dd5 j \ \ \ n . DS O - L i wl,ar \ d„ ••• 5 p. 5 Io ., 11 gOT14s OTI CII 6 �' °•\ 3 •05 \ 1 : `9. 9v. A o� \ \ \ 'om' er" ° m a : n , ! I ' �. 1 1.5 0 Col ,\ \ a Od 6 ° O °•? a 15°. \\ \' \ p' 6 2 a m 'LOT" o a � Abf m \\ ^^y1 L v n �>, b w °1O Lo ifi 6 °�'' 1.15005 , Lo ,r{,°O_ °1 I141 I�i 4 R LoT,er i� ° �p X 6 6 + w \ \ �0 \ \'C^• s 1 e1 c. / •n. 1` \ 1 45 1 5400' I ' ! au °c > s1 \ q'i \° d Lor,q • �°"''� \\ l ^ t tL Lo s " •� S 1. % + > 1A. 11 L ° '\ ` \ w w , ' '°? M1 1M1; fi . G .i." i .✓':c,7, \\ � Lor u, h :b < 4yB9 E > 0 op A 6 s + \`� o a 15 ^ yN /, ✓ \\ *� o m °O \` �� 1 •52 > 1 ,05 a \ 4 1Ca 55 LOr A" ux '/ `G / \ ^. \, � Lorz9r R' SePa'v •� '�\• 5 N6 4�w. 1 ¢1 5 ;$��\�, �s �`S' a 'a'iO4 •',r'/ .✓'; Oh ' \ �\ a e. C ° •2 � 6 .. 1 � L lee '� '�, � . \ \ • S p'g N ° L. 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LOT 174 'S, ° .� a ` 1y0 . •✓ d ti ' E ,n \�\b� ' 1g0 q3' B E N ,9 q0 p5 ^6 Y' , ' y o'/ NBJDg:75'W i // '$ X 1 5° ' 1 B .�. '` �• 10 w o ' \ \�.� o 'i: 11r b�•� ��pow,9s. ,ioi119a � h ,,'' 9 / ✓✓ 65 % ' 1 e , Lorne \ L .,b °1° .c' 5 ,•, . °''q .r 4e.�� 0 157 P� n` i 1.\ j L10pT . "• .r® ✓"�i 91. N L0 11 N. I o ai 4 f 5 A o° ! r /i i U "1: 'S. 1 °. 4 , .9" 1 3ti A6 W X 11 }= 1 5 \� . m \ �\.•,. \ 1 14 83 '14 5 76 .E67' I Y L-111 .98' LOT10 LOT19T S Ii OTI, 1'{I p 75 a9, c AMS� N6jJa r 11. 90 $6 LOT 178 ;' ry,'� s Q2J' "19 ° g tl. BS s S 59 A / /' S 5•:4. �, X 55 `L. `b .t,'�p Y 19 a4.a iv ssD � 6 m 9 U , for . �+' i moo' I i SN ILOr1A. � 1 ' g. \� fr :3. `3rP`S 4c "` 91• i � /,'y. 7�n'i.' N 1 / / \\ Ix °r,eca 1 9 .5�0 1 io l T m ne DF_CIAL GYl,01ESAC OL�TAL `f,<L >� s, `ti*$ 40 `r1.. `b .� `� a ./ �� y 9 5 11' J, �n } p0 m S al° / c 1 EASEMENT DIMENSIONS ARE TYPICAL UNLESS OTHER MTSE INDICATED , '1 \ 9° y0T1M = o+ • 6 g' �' d+'�� o� �• 1 ' A / / (SEE PU /SETS ACK D/MENSONS T FOR EASEMENT 1 0 M (^ /` • / / / ) Lor 5 1.`$ 4c' e \ Lo e,e9'G:4a. " d0 Lor • 9d a '' 1 e2, !, ,0189 +S LOTA 'L 0L 7G F a B 9. �y C� = '° 1 v. a gl'i` Ay au •c / Z' / P° R15.00' ` 'Y 1� . $- � I` ►.� /� .P 7YP -_,. \ 'y,. ', V \ �`` BB• %' / `L: `o ^?°° �L od / z 1/ cao PP 6• a / 10 ar. / / 1 / R50.00' . �, /,-. " " ": -� '� B.SL \ � \ T /r �� g Yf` //! �llf.� � / / / / / H•1i5 M 15. 19A P pt �G�VeP R30.00' \` *�`. 4i`\'\�u CP p11.P 1 P ° P �• P PROPERLY \\ \. tl '�.�' �� SEa�P\a / Bob 020 P 10 9ry `6 a 0 °6o UNE NOT 70 SCALE A 4' . 1 VIP / / / y '( tfL �� E O s a 1 +3' e 1�1 ` �a ° �ea 1 � eP a \\y.'' P 15 // fa 0 °� 1P 'd i pP" A&LM-AMLY \ os ` R.Bh 3 ; `` / / 10 p I. NOTE EASEMENTS FOR /N6Q7ESS U AND OR �TAL REAR SETBACK 4 �''1\`y0 *\ / 0. QE pP� pi G. 850 ° ARVA I 9 p \ " \ / / / 1 rp -o � PC�yM1S JO' REAR SETBACK J0 , \ �, n` <7i7 / .T,ro• spa 10' r 10 , - 55� CURB,._ _._.......-.,_� ��._..,,._._,..✓-,.... __/ N - IJO FRONT SETBACK NOT TO SCALE I CURVE TABLE LOT WIDTH AT BUILDING SETBACK I I CURVE I LENGTH I RADIUS I CHORD I CHOP. BEARING I CURVE I LENGTH I RADIUS CHORD I CHORD BEARING CURVE I LENGTH RADIUS CHORD CHORD BEARING ]LOT NO. WIDTH LOT NO. WIDTH LOT NO., .-TH I CII 39.27 25.00 35.361 S10'00'29'V C41 39.27 23.00 35.36 N05 03'46 - E C80 30.40 25.0D 28.57 1431',31'49:E 121 94.87' 154 77.13' 187 70.00' I C2 39.27 25.001 33.36 S79'S9'31'E C42 39.27 2500 33.36 N84'S4'14'V CB] 35.72 25.00 32.761 N20'36'17 'E 122 80.00' 155 77.13' 188 68.25' C31 8.37 25.001 8.33 S64 I 043 42.89 25.00 3].82 S17'04 '41'E C82 35.72 25.00 32.76 N7T31'4D'V 123 75.37• 156 BO.BB' 189 90.00' A 8 1 C41 30.48 25.001 28.63 N20'04 I C44 42.89 25.00 37.821 S64'37'36'V C83 8,37 25.031 8.33 N50'S2'30'V 124 75.39' 157 106.37' 190 81.00' C5 39.27 23.001 35.36 S10'00'29'V 045 3927 23.00 35.36 S79'46'42'E 0841 38.84 25.00 35.03 N72'S7'40'E 1 125 75.39' 150 73.89' 191 92,69' I C61 39.271 25.00 35.361 N79'S9'31•V 046 39.27 25.00 35.36' N10']3']B'E I C851 39.271 25,00 3536 N77'31'3B'V 1 126 75.42' 159 1 75.00' 192 73.5B' I 071 8.371 25.001 8.331 N43 - W I 0471 39.271 2500 33.361_ S10'13'18'W 1 CB61 39.271 23.00 35.36 S03'43'09'V 127 80.56' 160 1 77.29' 193 73.38' I CBI 30.481 25.011 28.631 S00'57'16'W C48 39.271 25.00 35.361 N79'46'42'W I CB71 39.271 25,001 35.36 S86'16'S1'E 128 SD.93' 1 161 1 98.02' 1 194 73.58' 1 C91 38.821 25.001 33.041 S1._31'OS'V 1 C49 41.511 25,001 36.901 N07'39'32'E I 0881 27301 25.001 23.96 S.'21'27'E 1 129 1 80.93. 1 162 1 94.93' 1 195 73.58' I 0101 39,721 25.001 35.671 S7928'55'E I C50 37,031 25.001 33.741 N82'20'28'W I 0891 235.641 150.001 212.131 NO3'33'16'E 1 130 1 80.93' 1 163 1 75.00' 1 196 73,60' S I C111 21.]61 25.001 21.081 N30'04'12'E I C31 24.5BI 25.001 23.601 N I 0901 173.261 150.001 163.791 N74'32'20'V 1 131 106.22' 1 164 1 75.00' 1 197 73.56' I 0121 21.761 25.001 21.081 S 1 C521 19.57; 25.001 19.071 S4O'30'52'E 0911 55,621 150.001 55.301 S38'03'43'V 1 132 1 112.54' 1 165 1 75.00' 1 198 73.5B' 1 0131 24.741 25.001 23.741 N25'45'28'V 0531 39.271 25.001 35.361 S79'46'52'E I C921 44.751 200,001 44.661 S55'D7'44'V 1 133 1102.00' 1 166 1 75.00' 1 199. e9.68' GRAPHIC SCALE I C141 24.741 25.001 23.741 S46'47'3B'V I C541 39.271 23.001 35.351 NIO'13'08 I C931 58.531 150.001 58.161 N38'39'01'E 1 134 1 82.BD' 1 167 1 75,00' 200 8000' CIS] 39 25.001 35.361 SIVDD'29'W I C551 39.271 25.001 35.361 SIO'1378'W I C941 98.041 200.001 97.841 S27'07'22'E 1 135 1 82.80' 168 1 95.95' I 2D1 82.68' 1 20° I 1. C11, 39.271 25.001 33.361 S79'59'31'E I 0561 39.271 25.001 33.361 S79 46'42'E I 0951 55,621 150,001 33.301 S31'54'15'E 1 136 82.80' I 169 1 90.00' 1 202 82.68' 0171 39.271 25.001 35.361 N10'OD'29'E I C571 39.271 25.001 35361 S79 46'42'E I 0961 235,621 15D,001 212.131 1410 1 137 B2.80' 1 170 1 81.72' 1 203 1 82.68' CIS 39.271 25.001 35.361 N79 59'31'V I C581 39271 25.001 35.361 SID'13'18'W I C971 195.051 350.001 192541 N23'56'19'V I 138 82.80' 1 171 81.72' 204- 82.68' ( ]N FEET 1.191 39.271 25.001 35.361 S79 59'31'E I C591 29.331 25.001 27.671 S27'56'28'E I C981 103.851 1000.001 103.B01 N52'15'04'E 1 139 82.80' I 172 81.72' 205 82.68' 1 inch - 100 LL I C201 39.271 25.001 35.361 NI0'DO'29'E I C601 27.711 25.001 26.311 566'34'58 - W I C991 208.781 150.001 192.331 S84'54'OO'E I 140 82.80' 1 173 81,72' 206 82.68' I C211 39.271 25.001 35.361 SID'00'29'W 0611 36.891 25.001 33.631 S24'40'18'E I CI001 268.141 665.001 266321 N23 13.27 - W 1 141 100,76' I 174 90.00' 207 82.68' 1 0221 39.271 25.001 35.361 N79 I C621 36.891 25.001 33.631 N59'52'20'E I C1D11 49.421 100.001 48.921 S19'48'49'E 1 142 90.00' 1 175 160.65' 208 82.68' I C231 21.761 25.001 21.081 531 - W 1 C631 36.891 25.001 33.631 S07'CD'14'W I C1021 49.421 100.00, 48.921 N40'50 143 83.12' 176 157.17' 209 82.68' I C241 21.761 25.001 21 .0BI N18'33'OS'W I 0641 36.891 25.001 33.631 SBB'27'07'E I C1031 90.071 250.00 89.59 S39 46'51'V 144 80.40' 177 86.69' 210 82.68' I 0251 37.471 25.001 34.061 N49 19'43 - E I C651 42.961 25.001 37.861 NOD'03'04'E I 01041 181.851 35D.00 179.81 S26'33'27'E 1 145 80.40' 170 1 86.69' 211 - 82.68' 1 0261 37.471 25.001 34.061 S36'33'18'E I C661 41.861 25.001 37.141 N82'45'04'W I 01051 417.961 500.00 405.90 S65 1 146 80.40' 179 86.69' 212 82.68' PRELIM /NARY P.U.O. PLAT 6 PLAN I 0271 37.471 25.001 34.061 N72 I C671 38.771 25.001 35.OD1 S03'34 I C1061 523.721 550.00 504.161 N62 03'28 - W 1 147 80.40' 18D 101.49' 213, 82.68' 1 0261 37.471 25.001 34.06 S13'28'58'E I 0681 36.901 25.001 33.641 NBB'37 C1071 455831 400.00 431.56 NBO'SB'28'W 1 148 SDAD' 181 70.00' 214 82,68• AUTUMN CREEK SLd901V /S /ON I 0291 38.781 25.00 35.011 S10'46'46'V 1.691 39.271 25.001 3536IS45'39'47'V 010811078.461 1250,00 3045.32 52522'46V 149 80.40' 182 70.OD' 215 02.6B• YORKVILLE, lLL/NOIS I 0301 3e.841 25.00 35.051 NSD'16'07'V C70 39271 25.00 35.361 S44 CID9 238.291 150.00 214.01 S7928'55'E 15D 93.54' 183 70.08' 216' 82AS' /�• I 0311 21.431 25.00 20.78 588116'10'E C71 3927 25.00 35.361 N4539'47 'E 01101 264.63 250.00 252.45_1 S65 19'00'E 1 151 127,24' 184 70.00' 217 B2.68' I 1.32 22.20 25.00 21.48 S41'S9'14'V 1.72 39.27 25.00 35.3 r, N4420.13'W 0... 19030 46D.00 347.86 S2] •52.46'V I 152 77.13' 185 7D.00' 218 ]02.00' I C331 38.161 25.001 34.56 N87'56'34 - E 0731 22.30 25.00 21561 S53'55'01W Cll2 190.30 25..00 1B5.79 N27 1 153 77.13' 186 7000' 1 C34 383 25.00 34.56 N04'35'55'V C741 22.30 25.00 21.561 S46'48'30'E C113 31.251 150.00 31.20 NIl'37.54'E REVISIONS DVM BY: TNT: DATE: PROJECT NO. 035 39.27 25.00 35.36 NOSOS'46'E 075 39.271 25.00 35.361 S03'33'26'W 0114 729.60 750.00 701.]7 N67'4621'V I. JCS 9/28/04 JD$ 8�10�04 040024 C36 39.27 25.00 35.36 N84'54'14'V C761 3927 25.00 35.361 SB626'31 - E 0115 44.731 S.D,0. 44.711 N3720'29 W 037 3927 2 500 35.36 SOS'OS'46'V 0771 39.20 25.00 35.31 NB62]'41'W 0116 643.671 830.00 627.661527 1. 2 JGS 2/28/05 DSN BY: TNT: HORI SCALE: SHEET NO. 3 3927 25.001 35.36 S84'54'14'E C7B 39341 25.00 35.41 NO3'38'19'E 01171 669.861 750.00 647.811 N26 14'59'E J. DW5 1 _ _100' C39 39.27 25.001 35.36 N05'05'46'E C79I 27.091 25.DO 25.781 S34'53'13'E C1161 68.911 150.001 68.311 N53 4I CHK BY: TNT: VERT SCALE: 4 C40 3927 25.001 35.36 N84'S4'14'v 5. PJH - PRELIMINARY P.U.D. PLAT &PLAN SMITH ENGINEERING CONSULTANTS, INC. CIVIL /STRUCTURAL ENGINEERS AND SURVEYORS ]6B JOHN STREEL _ 553 -76 ILILNDIS 00866 PR: 630 -660 -7680 FAX 830- 660 -]848 rnrwamlthendneeeln4.com E-ML aaefamltLenRlneerlM�eam . YeNRNRY .HUNTTPY .YORILVIUE AUTUMN CREEK SUBDIVISION COMP. FILE 0400024- -pre PRO FESSIONAL DE FIRE[ 104- 000108 PLOT F/LE..STANDARD NEW 040024 -05 SITE LOCA7IGW MLd.P D� z � F.m J,iie . l n r'f� yti � LOT n ro c /' m \s9 tJSJ1 i F SEE SHEET 3 FOR V, w ` \o - FOR CON TlNUA7)ON Fp� S• __ . . ... ..... . .. . .._ ... . .. .. _ z osze i r ar.3o' �/ . `Ls9'c�llz OVn y -.._ y � ............ .. _..�_____... ... ... 730 C " i�'.<� 47.3 374.65' 'C' � 8 ..�.:: -^-.�.. ,..V�.� ' ,f, ,•,• . 4 9f' 46-� ry r �.. o i 641 \' \y/ p2{S,, ✓ n a40 ' N h LOT .1�1 p 1 1 ♦ , ' / , 7 / � ' LOT056 - 3 'J) :,. \O• °,� �?) O lE� `5. .,I�I r.,.. 164 .46' I '� 79840. W LOT35Z /yy 0.4• N?936'70'W 3,1}• (I }; I SB ?71 iY£ "./'� y a, °.ri .c `^„, \ \ 0 1.4 y y ' O 'ry a !� �•5. , 5 m,� ( +�p2 °;° f!i oOT "B OT366 ' PROPOSED 1 s3 Lon / ,,� 1 g�,�. ✓�86 _� PEDESTRIAN PAIN R 4 ' Ns vl n. � °C P 'fr.�.F. 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' � .° B o l YJ. fiDT36fi •E , ,!. m. / `L �r \1 4>.� `'i �_,i , G : °m:. .^ 5S �\ '4 • �f � �o J 0833 Lo7 33o h" !°� >/'�6 ,°� 5 q 5 /9 ,,• /� W `,r� �, ,..e 1 03• ;, \\ •� y V LOT Is0 Z�• oa° w< 3 �,�'`� rr '� / aa . � rr � w< '1 ' ,� � J.10� .1: LOTe3a M1 / �/ J "0 ,'. ,✓" ,i 'L 10 Yn.t Z�.r Longo 8� ' YJ 1• a�`' ' `b- aii � W�' /r s .';(� 9 '/" �;:% 'i U. b_n .,�_ . ,✓ �B�� s ""•,, L�I36._78 ',.,"' ,/ . 1 'G. �1• � � 10 , t ^ 1 +\ 1 1 V 6� ayfa \.,..,.... _ ,c TTPCIAL CYL- LIESAC QCTAL LOT , J� 1,�,/` 31� L ' .✓ p1..1 .D ...76.27......... L 1 N 34. Y � 10 `t•� ' \� .,. ?0 � , EASEMENT DIMENSIONS ARE TYPICAL UNLESS OIHERWSE INDICATED 79.17 • W a �" ' 6'.';`. • (n (SEE PLAT FOR EASEMENT/SE78ACK DIM ENSIONS ) / L J y J /' \A1 LOT3a� b a0 I LOTa46 33 �, e �1�. p N / ., 875.0 h! LOiiW Z . • `G.. .. ,c 1 03• \� `5 ? Z o 0' � aa`'�Y �11�s] \NI y �V m 3 \ J p;,0 � J✓• TM LO 342 gal ra 3� ,h R30.00' (rYP) • a A m 1 0 ale / /y� \•' y RJO.00' PROPERTY 8 LINE NOT TO SCALE Qj ti 13• �\ ` 0 \ 50NACK 5AGL Ee QETA •mss Lor310 All LOTS SY4Il L/4VE JaO FOOT aae�.c QP µS µ � f O,O5 0 NE µ1L 55,O,G RC/vr lao FOOT REAR AAD 5 FOOT �Pt P a PaO QGp PGµ03 pP / SCE UTLITY E DR"44GE E45eAWFS la 10 '90 ePfG� P�00'� NOTES LA ESS 077•ERVIW A10TS7 J a1 ' ' P �P 30 g I. EASEMENT DIMENSIONS ARE TYPICAL UNLESS 07HERWSE INDICATED 2. WERE CITY STORM SEWERS SANITARY SEWERS OR WATER , - Of 1�0 Q 0� 1� 96 ' 0 .1 5 1194 // / 1 (10 FEET EACH S URUrY AND DRAINAGE / EASEMENT SHALL BE S1P'I Bti, , 0 pP / PR014DED. ,DIG d' d P . ]p,0 G0 \� C OIA PII G 1r 10' D. &UE. 1 - �I0•D.euE \\ G to e G9j v O 40' REAR 3' D. &UE �'I 1 Of.]GOG1gti0lP1B1d 0 �II ' SMACK U p1 pG0p0. pP a19, 10 59Gµ 1\ W 1 LINE ( T OT AL) AL) I I Gµ � µ0 � I u�rorAL) • I I 1 0, BsL _\ I I I I 10' D.--4 � I a- r 5' D.BUE I L_ J LL f0' D.&U.E 30 T SETBACK 3 PR LINE p OPERTY b 2 - . TTCuT UNE - - NOT ro SCALE MITI -FANCY 26' NO iE ' £ JO' REAR SETBACK I. BLANKET EASEMENTS FOR INGRESS EGRESS UTIURES AND DRAINAGE 23' JO' REAR SETBACK JO' T T H 7D' _ r - /0' I J1. •l 60' � -}4 /0 110 CURB JIG' FRONT SETBACK N NOT TO SCALE I CURVE TABLE LOT VI ➢TH AT I CURVE I LENGTH I RADIUS CHORD I CHORD BEARING CURVE 1 LENGTH RADIUS CHORD I CHORD BEARING CURVE LENGTH RADIUS CHORD I CHORD BEARING BUIL ➢INCA SETBACK I CII 39,271 23.001 35.361 Sla 00'29•W C4ll 39.271 25.001 35,361 NOS' 46.E 0801 30.40 25.00 26,571 N37'31.49'E I LOT NO. W ITH C2 39,271 25,00 35.361 S79 - E 0421 39.27 25.001 35.36 N84 - W C81 35.72 25.00 32.761 N20.367 'E 335 146.19' 031 8.37 25.001 8.331 164'36'07'11 0431 12.89 25.001 37.82 517 - E C82 35.72 25.001 32.76 N77 - W 1 336 127.31' I 041 30.48 25.001 28.631 N20 0441 42.89 25D0 37.82 564'37.36 -W C83 8.371 25.00 8.33 N50'52'30'V 337 137.53' R!� C51 39.27 25,001 35361 S10 C451 39.27 25.00 35,36 579 - E I C841 36.841 25.00 35.05 N72 I 338 137.27' I C61 39.271 25,001 35361 N79'59'31'W C4 39.271 25.00 35.36 N10'13'18'E C851 39,27 25.00 35.36 N17'31.38'V 1 339 128.35' _ I C71 8371 25.001 &331 N43 C471 39.271 25.00 35.36 S10 8'W C861 39.271 25.00 3536 S03'43'09'V 1 340 106.37' I Cal 30.481 25.001 28.631 SCO 5J'16'V C481 39.271 25.001 35.36 N79'46'42'W C871 39.271 25.00 35.361 S86'16'51'E 1 341 103.78' 1 C91 38.821 25,001 35.041 S10'31.05'V C4 41.511 25,001 36.901 N07'39'32'E I C8BI 27301 25.001 25.961 503 - E 1 342 9833' I 0101 39.721 25.001 35.671 S79 I C501 37.031 25.001 33.741 N82'20'28 - W 0891 235.641 150.001 212.151 NO3 '33'16'E I 343 135.83' 1 C111 21.761 25.001 21,081 N30 I CSl1 24.581 25.001 23.601 N07'30'11'E I C901 173.261 150,001 163.791 N74 - V I 344 89.87' Cl21 21.761 25.001 21.081 S79 I C521 19.571 25.001 19,071 S40 - E I C911 55.621 150,001 55.301 S38 1 345 103.33' S C131 24.741 25.001 23.741 N25'45'28'11 I C531 39,271 25.001 35.361 579 - E I C921 44.751 200.001 44.661 S55 - W 1 346 103.33' I C141 24.741 25.001 23.741546 -V I C541 39.271 25,001 35.351 NIO - E I C931 58.531 150.001 58.161 N38 - E 1 347 1 103.33' GRAPHIC SCALE C151 39,271 25.001 33361 S10'00'29'V I C551 39.271 25.001 35.361 SIO 13 :18•W C941 98.841 200.001 97.841 S27'07 1 348 103.33' 1 C161 39,271 25.001 35.361 S79 I C561 39.271 25.001 35.361 S79'46 42'E C951 55.621 150,001 55301 S51'54'15E 1 349 103.33' .°o I C171 39.271 25.001 35.361 N10 . 00'29 - E I C571 39.271 25.001 35.361 S79 - E I C961 235.621 150.001 212.131 N10 350 103.33' I CI81 39.271 25.001 35.361 N79 C581 39.271 25.001 35.361_ S10•13'18'W I C971 195.051 350.001 192.541 N23 351 129.02' 1 C191 39.271 25.001 35.361 579 - E 1 C591 29.331 25,001 27,671 S27 I C981 103,851 1000.001 103.801 N52'l5'04'E 1 352 164.92' ( IN FEET ) C% 39.271 25.001 35.361 N10 I C601 27.711 25.001 26.311 S66 I 0991 208.781 150.001 192.331 S84 ' 1 353 119.46' 1 0211 39.271 25.001 35.361 510 0611 36.891 25.001 33.631 S24'40'l8'E C1001 268.141 665.001 266.321 N23 354 169.00' I inch 100 (t. I C221 39,271 25.001 35.361 N79'S9'31'V I C621 36.891 25.001 33,631 N59 - E I C1011 49,421 100.001 48.921 S19'48 - E 1 355 152.50' 1 I 0231 21.761 25.001 21.081 S31'19'2 'W I C631 36.891 25.001 33.631 S07'00'l4'W Ct021 49.421 100.001 48.921 N40'50'59'E 356 196.23' I C241 21.761 25.001 2LOB1 N18 I C641 36.891 25.001 33,631 SOB 27'07'E C1031 90.071 250.001 89.591 539 - W 1 357 192,92" J C251 37,471 25.001 34.061 N49 I 0651 42.961 25.001 37.861 NOO 03 C1041 1.81.851 350.001 179.811 S26 1 358 108.13' 1 C261 37.471 25.001 34.061 S36 I C661 41.861 25.001 37.141 N82 C101 5 417.961 500.001 405.901 S65-2322 'E 359 128,68' PRELIMINARY P.U.D. PLAT PLAN I C271 37.47 25.00 34.061 N72 C67 38.771 25.001 35.00 S03 C1061 523.721 550.001 504.161 N62'03'28IV C28 37.471 25.001 34.061 S1328'58'E C681 36.901 25.001 33.641 NSO 37'41 - W C107 455.831 400.00 431,56 N80 AUTUMN CREEK SUBDIVIS /ON 029 38.78 25.00 3 N - V C . 39.271 25.001 35.361545. 010811078.4611250,00 104 14.011 25.22'46'W YORKVILLE, ILLINOIS I C30 36.841 25,00 35.05 N80'16'07'V 070 39.271 25.001 35.36 S44'20'l3'E Ct091 238,29 150.00 214011 S79 E8'55'E 1 C3tl 2L431 25.00 20.7° SSS- 16.10'E C7l 39.27 25.00 35.361 N45 -E 0310 264,63 250.00 252.45 S65 C321 22.201 ,25.00 2448 S41 C72 39.27 25.00 35361 N44'20'13'W Clll 356,731 460.061 347.861 527 - W C331 36.161 25.00 34,561 N87 C73I 22.301 25.00 21.591 S53'55'01'V CIl2 190.301 250.00 185.741 N27 - E 1 C34f 38.161 25.00 34.561 N04 0741 22.30 25,00 24561 S46'48'30'E CIl3 31.251 150.00 31.20 Nil-37'54'E REVISIONS DWN BY: INT. DATE: PROJECT N0. I C351 39.271 25.00 35,361 N05 C751 39.271 25.00 35.361 S03 CI141 729.601 750.00 704171 N67.46'21'V 1. JGS 9/28/04 JGS $/10/04 040024 I C361 39.27 25.00 35.361 N84 54 - W C76 39.27 25.00 35.36 58626 CI151 a4.73 500.00 44.771 N37'20'28'V I 037 39,27 25.00 35.361 S05'05.46'V C77 39ROI 25.00 35.311 N86 CIl6 643.671 830.00 627 2. JCS 2/28/03 DSN BY: INT: HORIZ SCALE: SHEET NO. 038 39.27 25.00 35.361 S84 C78 39.34 25.00 35.41 NO3'38'l9'E CIl7 669.861 750.00 647.811 N26•I4.59'E 3. DWS 1=100' I C39 39,271 25,00 35.361 N05 - E C79 27.091 25.00 25.781 S34'53.13'E CIIS 68.911 150.00 68.311 N53.03'53'V 4. CHK BY: INT. VERT SCALE: S I C401 39.271 25.00 35.361 N84 5. PJH - PRELIMINARY P.U.D. PLAT &PLAN S MITH ENGINEERING CONSULTANTS, INC. CIVD. /STRUCTURAL ENGINEERS AND SURVEYORS 752 E ; IL LAOIS 5 _553 -789 IWN015 BOBBO .malLh n¢IDeerl ¢6e4m E -MNL ee �°mlt4 n[Inearin¢.c°m ..HBNRY HONTISY YORKYILL¢ A UTUMN CREEK SUBDIVISION COMP. FILE: 040024 -p BS �k ESSIONAL DESIGN FIRM / 184 - 000108 PLOT F/LE.'SrANOARD l9EYk 040024 -06 snK E- P.aMCr A•xln -FAA& ARE LOC MINI MAE SETBACK AND EAS6V8JT QI'_TAL SETBACK 4ND F�S8L9VT DETAL ALL LOTS S44LL HAVE AaO FOOT No 30' REAR SETBACK FrWCW,, 100 FOOT RE4R AM 5 FOOT I. BLANKET EASEMENTS FOR INGRESS, EGRESS UDURFS AND DRAINAGE SDIE =./Tr 6 DRA "GE EASO SVTS '� N01Fa, LI LESS 07kes?yvSE NOTED $ 25 1. EASEMENT LO T i Y STORM NS ARE T UNLESS OD/ERBfSE /NDICA)ED REAR SETBACK 30' r p 2. N CITY STORM ; SAN SAAFIr Q9 W ,�.. .......... .. -..,. MAIN S AR ARE RUN ALONG SIDE /OE L OT DRAINAGE ES T A M B E Ir 1 (10 FPfT EACH SSIDE) UDUTY AND ORA /NAGS EASEMENN FOOT FOOT B JO' T SNAIL BE _ 1- _ j R 9 A � PRONOW. lO' S0' L _ f0' O.AUf. ~ . y 60' F IO' D,11 Z 10' 10' 10' JO 25 I � Y TBAC -- 55 ^ � 5' D.kU.E.- � SE40' REAR - I { I 1 -.. NV , "E K CURB ...........- ,,. - .. .. ... .. ... ......... .. _........ ......... ,.,. ...,,,.... •' , 20' S/OE I I SE78ACK 30' FRONT SETBACK ; 11 1 2 (TOTAL, ' F1 I - Z'\ NOT TD SCALE 10' S.S.S.I. S.S.I. J 1 1 IO' D.di/.E. I I �S' D . &II. - ' � 10' D.diLE S a I � sFI ; -� r �J/ , �qk O .I A9 \3 • � .n.4 ',, ! a,.. UNE e�_ 62� 4 k� 'd(' } t��'(k� 1t ..7 L:• PROPERTY S717=T � / i S . y p ? LINE - NOT TO SCALE TEAL CLL DE - SAQ Q - 7AL \_i °w h " 9 & $ � ;a EASEMENT 0/MEN$lpVB ARE TYP ICAL UNLESS OINERfNSE /ND/CA )ED (SEE PU L ' T FOR EASEMENT/SETBACK DIMENSIONS) / C3p 4 5 $ LOT v � /rz � Lori a R1'0' / / ql ! ^ \( `�°e, a.n he I`i�� v`fe'yp66 -� 4.w ,5Mp36 •$ `ii tote RSO.00' 4i5 LOT 14 7 &7...... ,..� -..•^_ _ /.t v. � �'..? (Tip) � / u• aw \ - $:, QJCJ m. m Op "17 '""�.... f ... ` ; \'O' 440 ° / __ //�` / c ; 75 6 W � '19 .,,✓ ... 00. 88 `.. ' '•, \ LoTy 76 \ '�,.� "v5p" 'LOT I TO BE SET ASIDE FOR FUTURE R.O.W. \� \ a / DEDICATION IF REQUIRED FOR FUTURE PROPERTY 101 "' ° ' 0 "a r n W "°,:. 1 � ti,••� 4t �* 5'� \ 0.1 j cA t ' DEVELOPMENT OF ADJACENT PROPERTY LINE NOT TO SCALE \ Y m• 1 1� 5 'W P, 7, P, 7, '1• L / i '�. c i . \o \� LOTS w � N 1 OTn ' � LOT xfi \ \ t� / M1 + 62 _ e a 14 it ``$ O6' . o A a h9�05 \ i a.Nl�.\ • ' A vOrB 171. 51 . 1 e \i a^ :r. � ° s7T 149 $. \ oa 4 45 8'19' m�t �_I„ • % np °.c \, 1. . o C{] !. OITII omr.c. 8' a.c p2' sot �`P�7'� LOTIO y � °, y LOT j3•Eg 578 j 7'W ^ � 9 ' t ^gy 72' p 1N46'99 186 a• y A 5 ao: v B . 4 B 3 61 'y '6 ', L oxs Al . .n CA' c b\ ` i , •+- N6 3 LIT T1 'a 0 t� x • i r w+. ' \15_ . �I ....T+' Oy \� \ \ \ d , tJ� 3 �• °", �x , \S `11 $. LOT 939' P 1M1'V� 3 9fi ;OC�^J \ \� " 'S h 0 1. L � T] ir 6 '$. 0 A`c�p(A D y -a. \, ^� � �;� a Q 9 S83 2-C ,O F, 6 LOT e¢ y, M1� •.r' aurybry� 21 LOT12 l 'L• 0 y , ,,,,. 9 °'\ 5 0 $' cf b to �.�^^ , ^ n LOT 12 / N713 5 > , ;p9 eh' ,a�m .c' / 9• CB, 6�\ M1 5 ,. c '.� - ;. y i i $A j y m.$. ✓ Gq ,✓"', -,'' � \ 0 � \_ �� LOT g7 '+' M1 f � Lor Be 6 .%' 9 •'- ° • r, 1 6 -'- 16514' / / g LOT52 ioreor 76 466 : �''nw .c. /,F _♦ Wt 6 \ y O 6 0 r 586269.,, $ y. p3• 0 0 / 0 3 'a �5' M1ti,SjM1 SB67J'20'W - nj; N•91.12• B12B' s / L" ':., .a o. a A ye• -$• / %�\ S1 ' ' o�` ' �; o� LIT 2 (� l q ° •� a4i •a' �• - P - . i O ' /� •f /. \ (T LOTxD T 1 m %°'.� '$s s4 L. \ 3 } 6 '•A =� 'S` 5 ' / / 5� `L . .c A \ \,\ w:. 6 'I 6M1• � +,�, I. " ? fir. , ;^ w✓ : rLO3 ae. .c 5'r yo•°O' v® A� - 5� A ;O4rT Ba'.r m. 6A• :r r ✓," 8 y - Ory' m �/ .$. ;�� , ''L.3M1 9 s x 2 i "".\ y p9 ��`" � 69 /,•✓ / °: for 4x � 10 � �,. \\\.? LoT,O ;� 5� %; ,� ✓ y$A5• � 1 P. Lor se v, / ,P' � � i M1 1 f A6 � � % ✓` w/ 6 5• :? °' ''Ot� \� Ory' `& °' ° ne 5 y ti ` . `o, °'" k r:Il i f �. :u ry m $• / / / P'`ro -° - \ °\ \ J\ ' W h• = S. N1 i! $p 5 / U LOT]] h LOT o.'0.x�' 6� Lores �y 6 A6 6 � ,< �� r ��7s �. i°ma;i •i. 6M1 /" i h :r�� .'c 9, .750. 0 _ P c A' : i .e % 6h' :+ 3z 15'W : C., a o y`S 9✓' /./ sc..*o. LOOTT \6 E 573• .� \ $ ' a 0 / /.'<Z% �./ LIT sr 65.�cA Lorx %„ 3 .%,✓mr, � / ✓ �i, /; . %;h c `" 65 '•q� LOT51 6 5 \ 1 ^, �.r 6 r i •tr. 6 4 6 / ,1!9 J'_ /y.'s6 �. ixi aaa �' 1ry • °Pt\ 1 "".��a, \�' y'T?� Br Uo°a Jem.$. 00, ,m • !m / c - r,6� '/�j // a LO a , \ 44' 4) 04 \• -.�\ LOT ea A6� / L LOT 6 M1 : /` ' T y� m/ / �°' .>;>r .c 6 `Z P �, � •6 mow � '� \,T$ a 4 �� } 0 9 0 9 'IS.. - \� 6 /.' ✓". %' 'iOn4v Oq, qti 6 Rrw^ �\ \, �7/ .r' /: / ♦ LOTb7 • Ag�3o CP L„°,T;' A9• oq - `•\\' {a. ,n1/`y9 -� ,wne A l c• 0ti' 61• .r, / �bry ,r '\ \ �,�t Lour aA0 Lor r� Ce y a• -' LOT p0 / 6 /✓ U \.{� �� ,.0 .c LoT4e a^ 6 Dry' : � arc 6 ' �" `tt . " 9 \' U:• \ ' aar \Agp'p0 � \\;♦"^;', .\ � .a �$.° rLA Lor v � �•l` ' '� v. 56 LOT 39 J: c' S 6 o`T�\\.1 `TO. 1 05• h SO .r�:s' a .c Lor qO r1h LOT 51 \'.�.T' 9 s?� 6 / Cq\ ✓~ � \Y . °\`. c M1 pq s1 <� •;.,•, - jj ,' „ � f 4 59 `� ^,. ;;� - Z ' ,..• 150 A3 ` ..^,4, 67 4,j� , ,y - \:.^,y \ _ of A ,. e P P' ,' p9 'F, pQ• O 6+ "'1 n Lore �9 56 F 5 / ts. 6 h i/ � : ` n.m u \1h6 9• a� a V "� V� 6� CURVE TABLE I CURVE I LENGTH I RADIUS I CHORD CHORD BEARING CURVE I LENGTH RADIUS I CHORD I CHORD BEARING CURVE LENGTH RADIUS _ 1 CHORD I CHORD BEARING Y 1 C1 39.27 2540+ 35,361 SIO'DO'29'V C41 39.271 25.061 35.361 N05'05'46'E CBOT 30.40 2540 28.371 N37'31'49•E I L2 39.27 25.00 35.36 S79'59'31'E 042 39.27 25.00 35.36 N84 54'14'W CB] 33.72 25.00 32.761 N20'36'17 'E 1 C3 8.37 25.001 8.33 S64'36'O7•V 043 42.89 25.00 37.82 S17'04'41'E C82 3572 25.00 32.761 N77'31'40'V F g I C4 30.48 .01 28.63 N20'04'55'E C44 42.89 1 25.00 37,82 S 5 64'37 CB3 8.37 25.00 8.331 N50'S2'30'W CS 39.27 2 25.001 0 35.36 510 C45 39.27 2500 35.36 S79'46'42'E 184 38.841 25.0D 35.051 N72'57'40'E C6 39.271 25.001 35.361 N79'59'31V 1461 39.271 23.00 35.365.36 1 N16 CBS 39.271 25.00 35.361 N17 C7 8371 25.001 8.33 N43'33'57'V 0471 39871 25.00 3 S10 086 39.271 25.00 35.361 S03'43'09'W ''■II I CBI 30.481 25001 28.63 SOD - 57'16 - W C481 39.271 25.001 35.361 N79 - W C87 39.271 25.001 35.361 S86 11 I C91 38.821 25.001 35.04 SIO 31 - W I C491 41.511 25.001 36.901 N07 1 CB8 27.301 25.00 25.961 S03'21'27'E I�If1 I C101 39.721 25D01 35.671 S7928'55'E I 0501 37,031 25 DDI 33.741 N82 I CB91235.641 150.001 212.151 NO3 33'16'E I C111 21.761 25.001 21.OBI N30'04'12'E I C511 24.381 25.001 23.601 N07 1 C901 173.261 350.001 163.791 N74'32'20'V 8 I C121 21.761 25.001 21.081 S79 56'45'V I C521 19.571 25.001 19.D71 S40'50'52'E I 0911 55.621 13D.001 55.301 S38 I C131 24.741 25.001 23.741N25 I C331 39.271 25.001 35.361 S79 I C92I 44.751 20D.001 44.661 S53'D7'44'V I LOT WIDTH AT BUILDING SETBACK GRAPHIC SCALE 1 CI41 24.741 25.001 23.741 S46 '36-W 1 C341 39.271 25.001 33.351 NIO I 0931 58.531 150.001 58.161 N38'39'01'E ILOT 1111.1 WIDTH jLOT N0. VIDTH ILDT ND, WIDTH I C151 39.271 25001 35.361 SIO I C551 39.271 25.00 35361 SIO 13'18 - W I 0941 98,841 200.001 97.841 S27 1 1 103.56' 26 128.27 51 83.37' I 0161 39.271 25.001 35.361 S79'59'31'E I C561 39.271 23.001 35361 S79'46'42'E I C951 55.621 ]50.001 55.301 S51 1 2 1 82.00' , 27 102.16' 1 52 83.37' ' 1 0171 39271 25001 35.361 Nl0'OD'29'E I C571 39.271 25,001 35.361 S79'46'42'E I 0961 235.621 15D,001 212.131 NIVITIST 3 1 82,11' 1 2B 84.76' 1 53 83.37' I I 0181 39.271 25.001 35361 N79 I 0581 39.271 25.001 35361 SlD'13'18'W I C971 195.051 350.001 192.541 N23 56'19'W 1 4 1 82.15' 1 29 106.23' 54 83.37' IN FEET I C191 39.271 25.001 35.361 S79 59'31'E I 0591 29231 25.001 27.671 S27'56'28'E I 0981 103.851 1000.001 103.801 N52'15'D4'E - 1 5 1 82.00' 1 30 85.10' 1 55 83.37' ///II1 I C201 39.271 2 5,001 35.361 N10'00'29'E 1 C601 27.711 25.001 26.311 S66'34'58'V I C991 208.781 150,001 192.331 S84 1 6 1 82.00' 1 31 82.00' 1 56 83.37' /' �, -. �L 1 I 25.00 1 2I.D8 nch _ 100 ft I 0211 39.271 25.001 35.361 SID'0029'W C611 36.891 25.001 33.631 S24'40'l8'E I C1001 268.141 665.001 266321 N23 13'27 - V 1 7 1 82.OD' 1 333 2 , 82 1.1234' 58 6917' .00' 1 57 85.28' I { / /� - / f J . � 1 C221 39.271 25.001 35.361 N79' I 0631 36.891 25 S9'31'W I 0621 36891 25.001 33.631 N59'S2'20'E W011 49.421 100.001 4892 . 1.. I C231 21.761 1 S31'19'29'W .001 33.631 S07•DD'14'W I C1021 49,421 100001 48.92 S79'48'49'E I B 8690' N40 1 9 1 86.41' 1 34 82.00' 1 59 89,17' / 1 0241 21.761 25.00 2I,D81 N18 I 0641 36.891 25.0DI 33.631 S8827'07'E I C1031 90.071 250.001 89.59 S39'46'51'W I 1D 1 86,41. 1 35 B2.OD' 60 89.17' 0251 37.471 25.00 34061 N4119'43'E I C651 42.96 25.001 37.861 NOO 03 1 C1041 181.85 350,001 179,B1 S26 33'27 - E 1 11 1 8348' 36 82.00. 1 61 83,36' I C261 37.471 25.00 34.06 S36'33'1B'E I C661 41.86 25.001 37.141 N82'45'04'W 01051 417.961 500.00 405.90 S65 1 12 89.35' 37 82.00' 62 83.37' PREL IMINARY P.U.D. PLAT E PLAN 0271 37.47 25.00 34.06 N72'24'03'E 0671 38.77 25.001 35.00 SD3'34'24'E LI061 523.721 550.00 504.16 N62 13 94,00' 38 82.00' 63 104.68' 1 0 281 37.471 25.00 34.06 S13 I 0681 36.90 25.00 33.641 N88'37'41'W C107 455.831 4DO.D0 431.56 NBO'58'28 - W 1 14 83.18' 39 62.00' 64 84,68• AUTUMN CREEK SUBDIVISION I 0291 38.781 25.00 35.01 SIO'46'46'W I C691 39.27 25.00 3536 S45 CI0811078.46 1250,00 1045321525 22 - W 1 15 86.12' 40 103.86' 65 84.68• YORKVILLE, ILLINOIS C3U 3B.B4 25.00 35.05 NBO'16'07'V C70 39.27 25.00 3536 S44'20'l3'E C109 238.29 150.00 2I S7928'S5'E I 16 86.41' 41 103.16' 66 04.68' 0371 21.43 25.00 20.78 SEIB'16.10'E C711 39.27 25.00 35.36 N45'39'47'E V 0110lll 1 264.63 250001 252451 S65 '19'00'E 1 17 106.41' 42 85.00' 67 84.68' 1 C321 22.20 25.00 21.481 S41 59 - V 0721 39.27 25.00 3526 N44 C 356.731 460.00 347.86 527 - V I IB 102.00' 43 85.38' 6B 84.6B' 0331 38,161 25.00 34.561 NB7 56'34 - E L731 2230 25.00 2156 S53'55'01'W 0112 190.30 250.001 185.74 127'28'IOT 19 82.00' 44 85.38' 69 84,68' 1 L341 38.16 25..101 34.56 111 *35'15'V L741 22.30 25.06) 21.561 S46'48'30'E CI13 31.251 150.00 31.20 NI]'37'S9'E 1 20 129.61' 45 85.38' 70 103.28' REVISIONS DWN BY: INT: DATE: PROJECT NO. 035 39.27 25.00 35.36 N05'05'46'E C75 3927 25.00 35.361 S0333'26'W CI141 729,644730 75.1.091 701.17 N67 - W 21 12437' 46 85.38' 71 82.00' I. JGS 9128104 ✓CS 8110104 040024 I 036 39.271 2500 35.36 N84'54'14'I C76 39.271 2500 35261 S86'26'31'E CI15 1 500.09 44.71 N3720'28'W 22 83.00' 47 65.00' 72 86.76' I 037 39.271 25.00.7 3536 SOS'OS'46'V C77J 39.201 25.00 35.31 NB6'21'4l'V 01161 643.671 830.00 627.66 S27 23 83.00' 48 103.38' 73 94.68' 2. 265 2/28/05 DSN BY: INT. HORIZ SCALE: SHEET NO. C38 39.271 25,001 35.36 S84 C78 39.34 25.00 35.41 NO3'38'19'E C1171 669861 750.00 647.61 N26 14'59 - E 24 83.00' 49 96.39' 74 94.66' J. DWS 1' - 100' C39+ 39.271 25.001 3536 ND5'05'46'E C791 27.091 25.00 25.78 S34'53'13'E C141 68.911 150.00 68.311 N53 1 25 126.75' 1 50 85.87' 4, CHK BY: INT. VERT SCALE: 6 C40 39.271 25.001 35.361 NB4 5. PJH - PRELIMINARY ENGINEERING PLANS SMITH ENGINEERING CONSULTANTS, INC. C1V1L /STRUCTURAL ENGINEERS AND SURVEYORS Is. Laxx ..= PREPARED FOR: YO&W =. IILBOTS 60560 ?m 050- 590 -7560 FA% 630- 665 -76L9 .xmlthan{Inearin {.com E TLEY A•N.mlth•n{loeaeln {.eom AUTUMN CREEK SUBDIVISION I�. •Ma O . K D ES I G N . 154 - ILLINOIS PROFESSIONAL DESIGN FIRM p 384- (100108 COMP. FILE 010024- Prellm- EAg1IX17 Exhrait.dwg PLOT RILE STANDARD A PLANNED UNI D E V E L O P M E N "T s;TE 0 LOCATION MAP ��T UNITED CITY OF YORKVILLE, ILLINOIS R '�. lfto 7` i ` U BRISTOL TOWNSHIP, KENDALL COUNTY ypRK- 7 :' „I:: ... SW 1/4 SECTION 15 & SECTION 22, TOWNSHIP 37 NORTH, RANGE 7 EAST �L R 2 I I {�- VLE PROPOSED ZONING - R -2 & R -3 P.U.D. & B -3 PLANS PREPARED FOR: ' = `s ^•= `pf .. t��z. v °Ge PULTE HOME CORPORATION '' <? "- '':!.;,, = `; - to 2250 POINT BOULEVARD, SUITE 401 s ' 33 SUG" "':'^ X STAADARD ASE REV/ATlO11F'+ w ' , S A 4 , NOTES+ ELGIN, I L L I N O 18 60123 R : B -B -BALK TO BACK pf CURB O Y' :'�- B.C. - BACK OF CURB 1. SITE LIGHTING SHALL BE PER CITY OF YORKWLLE ORDINANCE B.O.C. - BACK OF CURB V { ffnrtD. r B.SL - BUILDING SETBACK UNE 2. SITE S /CNAGE SHALL BE PER CITY OF YORKVILLE ORDINANCE C. '�. B. - 570RM GTCH BASIN .T�} 11 P ��J CE. - COMMONWEACN ID /SON CO ,F VIL L)I /LG'O/ D.£. - ORA/NAGE EASEMENT 4); T I.JORQJ�n S f A { E -E - EDGE TO EDGE OF PAVEMENT 1 y�' N bB, R J ClLf'O J. ALL IMPROVEMENTS SHALL BE PER CITY OF YORK LE I ate_ A rj F ORDINANCE UNLESS VARIANCE IS REQUESTED. i� EDP. - EDGE OF PAVEMENT I y p HfE /fI(T7(JfJ r! 4. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE ED.& - EDGE Or SFLOULD£R .I J"y J I INTERCONNECT OF THE WATER MAIN WITH THE EXISTING EP. - EDGE OF PAVEMENT ES - EDGE OF SHOULDER ,,,,, j y ✓71,3 f PRAIRIE MEADOWS DEVELOPMENT. PROJECT CONTACT' F.C.S. _- FLARED END SECnW �''i =_: -" ;� ' _ > ' •4.Te: a,E E„ f •- 5. THE SIZING AND PROFILES OF SANITARY SEWER, STORM L.E. - DSCCAPEFEASEMfNT�£ I "`'l' "� I� .. SEWER AND WATER MAIN SHALL BE DETERMINED DUR /NC M R . M A T T li E W CU D N EY M .H. - MANHOLE (TYPE SPEGflEO ON PLANS) THE FINAL PLAN STAGE. ROME O.W. - RIGHT ar WAY - ROAD CONSTRUCTION & MAINTENANCE EASEMENT 1 'I'1 ,C, ({ BA9Lq({I PHONE( 84j R. 841 -3583 SR.L- sEPncaESmicnoNUNE A S. MINIMUM T OP OF FOUNDATION ELEVATION SHALL BE J' •� il- - 'V'i - - 1 -'� Iv *' ,� NOT TO 5G[E HIGHER THAN PROPOSED CENTERLINE GRADE AT MIDPOINT FAX: (847) 783 - 087 1.5 T.BF. - TRENCH BALK FILL - '-" - OF LOT. TC - TOP of CURB T.CE - TEMPORARY CONSTRUCTION EASEMENT $/TE EHNYYMAGIYCI 7. TIE INTO ANY EXISTING FIELD TILES K77H PROPOSED STORM SB7ty2'2B'W 1298.70' TO.B. - TOP OF BERM 70.0 - TOP OF CURB LOCAL BENCHMARK: FEMA BENCHMARK RM17 SEWER & MAINTAIN EXISTING DRAINAGE PATTERN. ' U.E. - UTILITY EASEMENT CHISELED SQUARE SET IN TOP OF NORTH EAST WINGWALL OF 7RUCT GRADE SN - NUMBER N S B. PART OF THE DEVELOPMENT IS LOCATED W17H /N THE A SPECIAL FG - FINISHED ILLI CIS ROUTE 47 BRIDGE OVER BLACKBERRY CREEK. FLOOD HAZARD AREA AS IDENTIFIED BNY F£MA BASED ON THE - T/F - TOP OF FOUNDA nON BENCHMARK IS LOCATED APPROXIMATELY 1300 FT, NORTH OF FLOOD BOUNDARY AND FLOODWAY MAP 17OJ41 0020 DATED JULY SW.M. - STORM WATER MANAGEMENT INTERSECTION OF ILLINOIS ROUTE 47 WITH KENNEDY 19, I9B2. HOWEVER. ALL FLOOOPLAW AREA ARE LOCATED IN L07 L ROAD IN SECTION 21, TOWNSHIP 37N, RANGE 7E LOT L. A PROPOSED NATURAL AREA TO BE RESERVED. N. NATURM MU EVEV. - 629.20 (NGVD 29) 9. W£7UN0 STUDY i0 BE RENEWED BY CITY PR /OR 70 FINAL V SITE BENCHMARK: A NAIL IN NORTH SIDE OF POWER POLE AT THE SOUTHEAST ENGINEERING. CORNER OF BRISTOL LAKE SUBDIVISION, APPROX. 20 FEET NORTHERLY OF THE CENTER LINE OF KENNEDY ROAD. GEALWAL NOTES BENCHMARK ELEVATION - 648.53'. 1. THIS PROPERTY IS PROPOSED TO BE WITHIN THE CORPORATE LIMITS OF THE UNITED CITY OF YORKWLLE SITE BENCHMARK: A RAILROAD SPIKE IN 1ST POWER POLE SOUTHWEST OF SITE ALONG U.S. ROUTE NO. 34. APPROX. 77 FEET FROM THE 2 THE S17E SHALL BE SERVICED WITH MUNICIPAL SEVER AND WATER. SOUTHWEST MOST CORNER OF SITE AND APPROX. 27 FEET LorL NORTH OF THE CENTER LINE OF U.S. ROUTE NO. 34. 3. DETEN FION BAS /NS ARE TO BE MAINTAINED BY SUBDIVISION ASSOCIA TIOM gA LOT N PARK AWA y \( j , BENCHMARK ELEVATION - 645,69'. 1 4. ALL SEDIMENTATION AND EROSION CONTROL REGUU DONS SHALL BE ADHERED TO PER CITY OF YORKVILLE R£OU/REMENTS 274 IIJ 275 E S. NO PART OF THE PROPOSED SUBDIVISION RESIDENTIAL BUILDINGS ARE LOCATED 277 WITHIN A FLOOD HAZARD AREA T9a 297 177 276 CALL JULIE ,1- 800- 892 -0123 _ 6. NO DIMENSIONS SHALL BE ASSUMED BY SCALING. 299 2N a'W' WITH THE FOLLOWING: 1D6 T1a 261 COUNTY Xf"Il 7. GAS, ELECTRIC, TELEPHONE, AND CABLE TELEVISION SERVICES ARE RESTRICTED 295 / 269 am ® arY- TOWNSHIP YORKVILLE. BRISTOL TKP. TO THE UTILITY EASEMENTS AND SHALL NOT BE PLACED IN THE ROAD RIGHT OF - �_ JDD 292 tae --- SEC & l/4 SEC N0./ SW 114 SEC 15 & MC 22 WAYS EXCEPT FOR THE CROSSING THEREOF. YA Jor 0 164 260 48 hours before you di B CROSS ACCESS EASEMENTS KILL BE PROVIDED ON LOT 377 ADJACENT TO J02 ,\ ^ aaJ 139 (Fadu6np Sal., Sun A Neld HAMMAN PROPERTY. 4, 17D 26 274 \ 259 9. NORTH OF KENNEDY ROAD PROVIDE TEMPORARY SECONDARY ACCESS UNTIL •� 2 � 197 N0 a19 CONNECTION FROM EAST IS PROVIDED. (FOR FIRE PROTECTION) - !P S72ET L qpm 0E� - L 151 7l - 10. SINGLE FAMILY LOTS ARE NUMBERED 1 -324 AND MUL7I -FAMILY LOTS ARE $• JOJ 110 261 56 252 20 NUMBERED 325 -376. J06 2ao 16I \ 757 /' flO aa 11. ROADWAY GEOMETR/CS AND STRIPING TO BE PROVIDED AT FINAL ENGINEERING. .10T 239 20J '• 246 12. SCHOOL AND PARK SITES WILL BE DEVELOPED TO THE J OB ` -1 281 r 2u ', �� „" CITY'S PARK AND DEVELOPMENT STANDARDS • ,gg e \ 1M o4 16I 4] u mn.N2rm¢ 13. SECTION OF ROADWAY ALONG COMMERCIAL LOT SHALL BE CONSTRUCTED AS mo // D 1J6 219 MAJOR COLLECTOR PAVEMENT DEPTH SPECIFICA BON f JII 318 m 131 1 3M /7W B GAEE2AG CONTACT, 312 Jrs i 24a 2J7 _� a PETER J. HUINKER P.E., GENERAL MANAGER JIJ m4 2" 2.10 OF LAND DEVELOPMENT 7s 110 2 •� au „` ° a K L'a - uw (630) 553 -7560 L x all DAVID W. SCHULTZ P.£., PROJECT MANAGER 6M .LI' ]e 09 m er m m a. us I 'a. ^ (630) 553 -7560 A j1 j � .. • '-00 05 e6 e] .v 227 GEORGE E. KECK. EL, PROJECT ENGINEER "' 4d 21a i� (630) 55J -7560 j w H' a9 225 'rll CRAIG L. DUY. P.L.S., SENIOR STAFF SURVEYOR s j• �cb �" W LOT aQ 224 l {j' (630) 55J - 7560 J y W SWM. 91 22J 1I'I SYMBOL LEGEND 1 y5 Pry. °A W ,. ,..Jto _: :...J1r...: 2zr +,8 .1 : ',�• 1 5 i. T. I LwaOMae jEXISTING PROPOSED SANITARY MANHOLE ® O � '�\ 7 JIt :. I . v/ ry 119 STORM MANHOLE 0 O 5r �' - % A 0• �• \.•` ' ^" +.� (�•Ai D4 i STORM GTCH BASIN/INLEi O • `�� / �7 ?6 �, e CATCH BASIN m - 72 r. /1T6a 9a V• b ell fi Tt' . FLARED END SECTION D . % „ ae 11 9 ":•� y6z D1 ]I7 Y� `;I "I )1 ; \ oyy S L DRY WELL _328 O O Cy, e LOT TJ ID OI '• ; 9e TI6 i .L "ll VALVE VAULT ® 8 "b SWM 10 18 N FIRE HYDRANT ,�YLL AA•\ 69 J9 ]T � Je6: f 99 , 119 215 I - cu�••�•�rrv��p LIGHT POLE m JI 21 la 7? Je3') rm J Ir7 1111Tr 2111) L « RES/09VTlAL STREET SIGN 4 Jz 20 1J $TRO /G! IT T LAVG DETAL e7 :.J10 : 116 11J REGULAMY SIGN T � 61 66 42 \ 19 ' 101 IT4 Iy , I . UTILITY POLE ° 61 65 N Jl Ia 14 IIJ 111 UTILITY BOY $ B 8 R 51 64 M •N IS II4 115 ' 150 IN TIO MAILBOX d aJ 43 J5 la 4, j,YI 10] 120 149 1J9 ,` 209 mu ® 'JS b J6 / 17 SANITARY SEWER ' 4) 11 LOT P "N 19.x• L: i )OI I IIJ 117 rM ,J7 109 STORM SEWER - >->->- - > -r--�- •' 1a •a '/ (PARXJ �M1V�► L.TJ2; „T ly 1 rrJ 129 sr 117 `\ 10 CULVERT o 0 5J '\ '� f]Y9 -• 106 II/ 152 14e13 rY TOS WATER MAIN WATER MAIN ENGSEMENT �� 31 _nsTf4� „�QO 106 110 Im i I57 191 , I SIN I41 119•, SANITARY FORCE MAIN 50 �_ _ 109 IJI I�1J6 141 1 ' \, STORM UNDER DRAIN '�•� Fr LOT 6 I>7 15D I91 101 ELECTRIC LINE -f- d. (SWOOL SITE) ._ ` 1 TELEPHONE LINE 'as 159 Is9 16J I9° I91 , GS LINE - 4 LOTO . }i•4f TU,I 1. i ) ', j � Ib'D 1 �IN I /9J CABLE TV LINE -C- ?� SWM. "'AQ - .JSf,,,) f,, 16I le Ill fee I9! ` 1DD TREE LINE .51) I 16 17J \� 190 IM IB) 193 TREE GiA ,'^� + .r • .�' • '�, ' ,f '� v I77 laa 18fi 197 CONTOURS FENCE - . -, -,- ,,v .% J]9. ' . '. i.S J49 Y 6 1]0 ITT Ie6 STONE RIP RAP �• Q ^ `�] / EROSION CONTROL FENCE _ ' Ieo 1 / (QUANTITY SPECIFIED � �� )W � j I6I � •yh ON PUNS) V L 9 : ,�� •�•, DRAINAGE ARROW '�-� . "•Y 'ma ^' LOT A 100 YEAR OVERFLOW ROUTE ^'► •ay_ ' ! v9NN TYPICAL STREET CROSS SECTION LOCAL ROADS J70 % (COWAMAL B -J) • uwn us dl : F I •r rw l ul i wmms Q re I e f= r� Q - -R IDOx 2.o0x LrmT axa ax{9 ,� CONCRETE MONUMENT r�� e O 1 (6 T SI DRIVE NT KIN 2' AGGIF SUBBASE) SUBBASE 6 2 -r/2' BITUMINOUS CONCRETE BINDER COURSE CL I. MIXTURE B (6 NRU DRIVE BN 5' AGGREG £SUBBASE) O SN - 0.88 - CENTERLINE OIL COMBINATION CONCRETE CURB & GUTTER, TYPE 8 -6.12 © 1.5' BITUMINOUS CONCRETE SURFACE COURSE CL 1, MIXTURE C 1 SN - 0.60 BOUNDARY LINE 11 7O AGGREGATE BASE COURSE CA -6 CRUSHED STONE. TYPE B O A BA COURSE G -6 CRUSHED STONE TYPE B OR I••11 - - OR APPROVED EQUAL SN - 1.30 OR OR APPROVED PROVED EQUAL RIGHT OF WAY LINE 0 0.29 GALSY. BIIUN /NODS MA 7ERIAL PRIME COAT (NlN) O AMOCO 4551 GEOZEWME FABRIC OR EQUAL (SO TTY.) S LOT LIME O 9 HOT POURED JOINT SEALER AT PAVEMENT -CURB JOINT TOTAL SN - 273 L NOT TO SCALE BUILDING SETBACK LINE TYPICAL STREET CROSS SECTION MAIN ENTRANCE ROAD - - - - EASEMENT LINE EXISTING DEVELOPEMENT 'I ax •ew Id I .•n.nus al ,.a.. ,. �..x - ..a.�..•� I°r =�'� I LANDSCAPING NOTES + S.W.M. STORM WATER MANAGEMENT Ir• w+4 n o-r.,• -n Y '�/ I T. SLOPE OF THE PROPOSED DETENTION PONDS AND SWALES f r a SHALL BE SEEDED IMTH AN /DOT CLASS J SLOPE MIXTURE I 2 BOTTOM OF THE PROPOSED DETENTION Pd OS AND SWALES PRELIMINARY ENGINEERING PLAN LOOX 200 SHALL BE SEEDED WITH AN IOOT CUSS 59 WETLAND FORE PULTE HOME CORPORATION I I MIXTURE EXHIBIT °E16 3 PARKWAY TREES SHALL BE SPACED AT A DISTANCE NO I I I 4 GREATER INAN SO FEET. AUTUMN CREEK SUBDIVISION T TAU -O ffx�[n -O 1. ]'BEES SHALL HAVE A MINIMUM SPACING OF 20 FEET FROM A PLANNED UNIT DEVELOPMENT LIGHT POLES. TRAFFIC SIGNS, FIRE HYDRANTS AND ANY P.CC SIDEWALK -3' INTN 2' AGGREGATE SUBBASE TUNNOUS CONCRE E BINDER COURSE tt I, MIXTURE B OTHER SUCH ITEMS THAT MAY REQUIRE SIMILAR INTERVALS. O (6' NRU DRIVE KIN 5 AGGREGATE SUBBASE) O N1�I.SB YORKVILLE, ILLINOIS 5. ONLY APPROVED SHADE TREES MAY BE USED AS PARKWAY O COMBINATION CONCRETE CURB & GUTTER, TYPE 8 -6.12 © 1.5' - BITUMINOUS CONCRETE SURFACE COURSE CL 1, MIXTURE C TREES SN 0.60 REVISIONS OWN BY: TNT: DATE: PROJECT N0. OJ 12' AGGREGATE BASE COURSE LA -6 CRUSHED STONE, TYPE B O7 75' AGGREGATE BASE COURSE G -6 CRUSHED STONE TYPE B 1. GEK 09 - 23 - 04 JMR 08 -10 -04 PULT - 040024 -1 OR APPROVED EQUAL SN - I.J6 OR APPROVED EQUAL z. KR 02 -28- 05 DSN BY. INT: HORIZ SCALE: SHEET NO. O4 0.25 GALASY. BITUMINOUS MATER /AL PRIME COAT (MM) O AMOCO 4551 CEOTEXTILE FABRIC OR EQUAL (SO. Y0.) J. DWS N. T.S. TOTAL SN - 374 n HOT POURED JOINT SEALER AT PAVEMENT -CURB JOIN] 4. CHK BY: INT. VERT SCALE: El- 5. P✓H - 1NO/CATEO TYPC/AL GYl - DESAC DETAL SMITH ENGINEERING CONSULTANTS, INC. OWNER: MOSER ENTERPRISES INC. CIVIL /STRUCTURAL ENGINEERS AND SURVEYORS HN P.I.N.: 02 - 451 - 001 EASEMENT DIMENSIONS ARE TMICAL UNLESS 07HERIHSE YOR BTRLLT K PSp JO NDLE, mum als 80060 (SILL PUT FOR EAYT/SE MfN78Agl DIMENSIONS) PH: 6]0- 60] -70p0 FA%: e]0 -00] -]016 rmr.amlthenp 630 653-7 E -MAIL -533- lLEeoplveeeWpxom •..RY .HuNTEY .YORMLLE Rf(HMRANT ILLINOIS PROFESSIONAL DESIGN FIRM / 186- 000108 / =15.00' SANG M1 HOE • COMP. : FILE FILE 040024- Prelim- £ngIIXl7 ErhibiLd:vg TYP PLOT F TANDARD _ NEW 040024PE -02 � l �IGHr POLE R35ao ' / _. y �. �:' SITE LOCATIOAI MAP t / 1 / B.SL P�Q j 1� RJ0. 00' PROPERTY fL000 LINE NOT TO SCALE \ _ A 0. f �I : � 0 WAGE " PROPO : i FLOODPLAIN LINE ^! _„ _ .t y�i.,j;v'` j EXIS77NG TREE DRIP LINE i % 1 / 4. H k + ;rout ^..... 62 r r i i:: ail / S R M MH 6S .67 Ft� �NAIt! At: E • :. RE .. /•. .... r .. - - 64 Y 4r:e ::.:::......:....: s NV 5 6 = 7 R .. .,: y . _.. ........ . . ..... XISPNC TREE L INE 1 , � , �\' , - ..... _ ✓ %,Y,'iJ /`, • , L L. , , `�AR AREA TIER SACK _ _ \�.._ - -__ , I va - :` = s OF --� : "' LL�T N PROPOSED WE f - f SOUTH EDGE W E T L AN DS .. ....... p:... .......... w \ CONTOURS __...._ ;I , .::: •„ /. $. M. {OT 2 a OWNER: MOSER ENTERPRISES INC. •h:! ........ (TYP) ; _ LOT 2 ` ��� tl � 1 P.LN.: 02 -15- 451 -001 7EMPORA PE PROPOSE GOT 275 , ..._•'tie PEDESTRIAN . � ........•� I LOT 271 � TYP PATH (NP -� \ LOT 276, =15.00' OC��Q• / '1 LOT 298 R50.00' EXIS77NG " LOT e.o.0 R g ` • =50.00' , `I CONTOURS SAN MH 4" D/A QEh'� ', LOT 299 0 ' " •o.c; .) r, J�� "w'- r /, (TYP) RIM = 652.70 LOT 257 Q,4C• O .L' I `\ /i _ A" INV = 646.70 (6 ,.+ RIBDD'" 7296 ( I SANITAR MANHOLE r 26 - / OT2 L " PEN SAN H 4 1 DING FUTURE DEVELOPMENT OF RIM 649 M .60 ,<:. -- d ` 6n / t '•L� 07770 ' LOT X63 n 1 .. = .60 r 107300 � f / � II � � p 66.0 ' '': -" MPI PROVIDE TEMP INV 644.53 . �/� `\ I I � TURN -A -ROUND IF REQUIRED. = (8) ` r A 1 !/ r `. � "-. LOT 292 � LOT 24 N 4 ZE4 293 =. w. BRIM = .65 PR OPO S ED �..._._. °/ TER MAIN I LOT � 3 Y1 i0001Ca .`,♦ ` T6B Y = 64 . ,0' LOT 165 (T YP) JO���' _ �,� { /.__. •GL'T 29d \�\C� ///��� w. ` / /261 Ow�R ti• \y �;;;t::. ,•o - '•! 66.O W�� ( /,� � • �'� , , \X266, \...._ SIDEWALK(TYP) • toY I OT D PCC , Q�• �,. - � /' 071 `(p L 60 "l S it \� ""'• LOTS \`� 1 107279 6 NT -267 �„ 9 `•i PROPOSED LIGHT Im POLE (TYP.) P�OPQ•O,y�O • "� �� ./ :r YOT 178 107250 �' �,�•� tS ,a �. (��\ LOT258R1 = 65 0 SAN MH 4' D/A RIM 65 r INV =642.9 5 (B') \07%90 W (B) c ,�NV`= 645.60 (8 Q • 0 \ LOT ,2�6' LOT 251 � ..... 0' \b \ ` LOT290'`. r2B/:, ' • {' .. LOi 2E9 ..........� f a � \ /•ZC f * \ +: OT 255 f 40 ti 66.00' LC1T35T "' - "" 107306 i O� \P Off' ,, I r• � . '• S• C\' '. / i `\ LOT 253 L 00'` _ . ... \....... • / ' B_g "' " :' SAN MH 4' D/A LQT 282 -.. i RIM = 646.90 f \ 1, \ LOT 254 LOT 247 �, INV = 642.87 (8) - V. ._S \ - � '. � w � " /mil • Is.Oa' ,�/ / .__ : `/ BUILD ON LINE NINTH - _ \ LOT 289', i, /,. •''�,: �'� EXIS77NG STORM OT 246 10 STRUCTURE _ -- , i ,•'.�' \� 7187 i �• or za5 GO�,�P\. - 00 LOT 244 L ..''� i LOT T84. P - ' f a Y ,N � / SAN MH 4' D/A R SAN MH 4' DIA 4 ` LOT286 LOT Z!U / �� / RIM = 650.20 O Y. 2 . OtC1' 743 / P� RIM " 649.70 LOT 310 ./ O titiy,ry6.00 FO$ - INV = 641.34 (12) .... ` ; b ' 6 ...i Y �.+d',.e ' 4. � SQ C / i�� INV 639.39 (12') v oti pQ \a Oy �ry \P,6� 0 o { �� \Q�� ,�:� „ oo a 'j \• or� ,, / j i e .o - , pP /' /���/ R• ti ti dP PROPOSED,H OWN' 0 ,0 0 SANITARY SEVER T tOrT (TYP) ? Oy \� OTSU r 6 '� S \ - / ' _ "' " - " " -' �► S£E PLANS PREPARED BY ENGINEERING O " " "` - tOT 316 ENTERPRISES INC FOR KENNEDY O a O� /C PROPOSED STORM LOT 30 G / / ROADWAY IMPROVEMENTS 'STRUCTURE (TYP) .._, ........ ...,, �� 5Q PROPOSEOSTORM LOT 3W LOT 315 , .. �r�. ELPN �'1 0 SEWER f7YP) �6.. / // S�-�AA:ILY OWN' 9 0 / / / TYPICAL LOT OPANAGE DETAL / (CRONY/ LOT! C "i / / EASEMENT DIMENSIONS ARE TYPICAL UNLESS OTHERWISE INDICATED (SEE PUT FOR EASEMENT/SETBACK DIMENSIONS) "=HERE C/rY STRRM SEVERS SAN /TARY SERER OR WATER MAINS ARE RUN O��C\' \� �- / ..�/ ALONG SIDE LOT LINE S A VIN. 20' N10E D. & 11.E SHALL BE PROVIDED." PROPOSED REAR YARD S70RM r`W O &U' E. SEVER WTTN SUMP CdNNEC110N r � 5' D.&U.E� L 5' D. &LIE. -Tl 1 I & �i4-- I VARIES VARIES I I -IO' D. &ME. SYMBOL LEGEND r PROPERTY � EXISTING PPOPOSED �� 1' LINE - SANITARY MANHOLE ® O NOT TO SCALE _ STORM MANHOLE 0 O STORM CATCH BASIN17NLET O • � , < ^" R_� s A&LTWAMLY GTCN BASIN TYPK`AI LOT OPANAGE 9 S5P_VCE DETAIL FLARED END SECTION • / - [ / l 5 r VALW V 8 O O , ✓'r� EASEMENT DIMENSIONS ARE TYPICAL UNLESS 07HfRIMSf INDICATED R.0.W.� VA[VE VAULT ® ,(�, j� 'I (SEE PUT FOR £ASEMENT/SETBALK DIMEN LIRE HMRAN7 L /CANT POLE y N i 'f` � STREET SIGN + S RMERTY LINE 1 REGULA TORY SIGN UTILITY POLE 42 r c ...... ,.. UTILITY a" 8 A s NOT TO SCALE -- - MAILBOX d 9 1-: -- -- BELL SANITARY SEWER SEI4£R -� STANDARD AEETIEVTA CULW �_­== - = -1 RO- IT CULVERT B -B - BACK TO BACK OF CURB WATER MAIN B.0 - BACK OF CURB _ -- WATER MAIN ENCASEMENT _isss=222�_ BO.C. - BACK OF CURB BS. L -BUILDING SETBACK LINE - 22 SANITARY FORCEMMN r T CB - CO MM O NWE AL RE CATL T E BASIN LEGEND \ 'SINITARY SERI E W/ END 1 EANO/T (TYD) 1 -WATER SERVICE C (7W) - NOT TO SCALE STORM UNDER DRAM D.E DRAINAGE E. COON NfNT CO. - EASEMENT ELECTRIC LINE -E- � E -E - EDGE TO EDGE OF PAVEMENT � CONCRETE MONUMENT i CO. P. - EDGE OF PAVEMENT TELEPHONE LINE -T- EO.S- EDGEOFSIHOILDER PRELIMINARY ENGINEERING PLAN E.P. - EDGE OF PAVEMENT - CENTERLINE GS LINE -D- ES -EDGE OF SHOULDER UTILITY NOTES] PULTE HOME CORPORATION CABLE TV LINE F.E.S. - FLARED END SECTION BOUNDARY LINE EXHIBIT "El" 1. LE. - ILLINOIS BM TELEPHONE CO. 1. TREE LINE tiA_nu.J LE. - UNDSGPE EASEMENT ) PROPOSED WATER MAIN SIZING TO AUTUMN CREEK SUBDIVISION M.H. - MANHOLE (TYPE SPEC4RED ON PLANS) - - RIGHT OF WAY LINE BE PROVIDED BY ENGINEERING TREE 4:J R.G• ME. ROAD CONSTRUCTION & MAINTENANCE EASEMENT ENTERPRISES INC. ONCE A PLANNED UNIT DEVELOPMENT CONTOURS R.O.W. - RIGHT OF WAY LOT LINE FENCE X- SILL - SEPTIC RESTRICIAGN LINE MODELING OF WATER SYSTEM IS T.B.F. - TRENCH BACKF/LL BUILDING SETBACK LINE FINALIZED. YO R K V I L L E, ILLINOIS STONE R/P RAP T.C. - TOR OF CURB T.C.E. - TEMPORARY CONSTRUCTION EASEMENT 2.) PROPOSED SANITARY SEWER EROSION CONTROL FENCE TO.B. - TOP of BERN - - - - - - EASEMENT LINE REVISIONS DWN BY: ]NT- DATE: PROJECT N0. ROUTING (QUANTITY SPECIFIED T.D,C. - TO. OF CURB TING TO BE FINALIZED NTThI 1. GEK o9 -2B -D4 JMR OB -10 -04 PUL7- 040024 -2 ON PUNS) � Uf. - T R U TY EASEMENT EXIS77NG DEVELOPEMENT YORKVILLE BRISTOL SANITARY •v' FG - SN - NISHEDR GRACE NUMBER DISTRICT AND THE CITY OF 2 K.8 02 -28 -05 DSN BY: INT: HOAR SCALE: SHEET N0. DRAINAGE ARROW ^�-- FINISHED M YORKVILLE. J. ON5' N.T.S. TVF TOP OF FOUNDATION S.W.M. STORM WATER MANAGEMENT 100 YEAR OVERFLOW ROUTE �'� SW.M - STMN WATER MANAGEMENT 4. CHK BY: INT. VE =T SCALE: E1 -2 5. PJH - SMITH ENGINEERING CONSULTANTS, INC. CML /STRUCTURAL ENGINEERS AND SURVEYORS TYPCLAL COL- D.ESAC OffAL YOR RttRoLS eaeep PH: 690 -553 -7560 TAY' 600 -650 -'1946 EASEMENT DIMENSIONS ARE TYPICAL UNLESS OTHER RTSE INDICATED .vwamlNenplPeerinp. cam E -MNL aec•amlfLenplPeerlPp.wm (SEE PLAT FOR EASEMENT /SETRACK DIMENSIONS) • MaHENRY . HUMILY .Y0RM'HLJE ILLINOIS PROFESSIONAL DESIGN FIRM Y 104- 000108 R � RANT COMP. FILE.- 040024- Prelim- En011X17 ExhiDifAwp RT5.00' SAN MANHOLE PLOT TILES: AND TYP (TYP) WFW 040024PE -03 RIM PO/f R50. 00' (( (ryp) SLZE LOCA TRaV MAP / f B.SL SEE PLANS / - SAN MH 4' DIA / RJ0.00' PREPARED BY % \ RIM = 649.15 ENGINEERING / '' INV = 643.15 (8') ENTERPRISES, INC �' PRMfR1Y / ` / `\ TEMPORARY FIRE FOR LINE NOT TO SCALE ROAD qNNE DY HIDRANT & AUX. IMPROVEMENTS / � LOT G \\ VALVE (TIP) SAN MH 4' DIA / / �,� OPEN SPACE RIM = 645.85 ./ ,r/ PENDING FUTURE DEVELOPMENT OF INV = 637.40 (12 ')a SP 0 1 / MPI PROVIDE TEMP. TURN -A -ROUND IF REOUIREO. L T 235 �� Z / B. lrYP. I' / J SAN MH 4' DIA RIM LOT 237 R50.(C INV = 639.50 (8) � W 238 LOT 233 00.00' LO , , \ . - / N 10T.2YI,. -. - 3G L 444,4 444 ;., , 4444_ � O O T _ R:O.'W...... L07140 /C07.239' "•., .,LOT. i �.:y 444 • � -... ��� •l.Y9r �D•rE 0.00' -� 7129... RIM 644.75 INV = 636.6 (72') : x - ,44.44 0 -- . •.. .......,__. O WNER: - 2 4 444 . - .., ._ ,_.....:.Z , "72-- ,,.: ,4444 ,h j• - � P^I NL: 02-22-276-001 TN IULC A -� .y i • ' ... L07, 1 , • 4444.. ♦ - 1 \ OWNER: KEN DOTY, JR. &CYNTHIA. K: 'Q_,TY. .. .._.......... 'L:;j�i° LOT BS P.LN.: 02 -22- 251 - 003.. 227 /. L � / CONTOUR I O LOT 66 / � ... : / i� ��`� (TYP) l 1 4444.. j PROPOSED! LOT Be ' , (i; } SAN MH 4' DIA \' � I f ' .';' L AREA `,/ CONTOURS RIM _ -•• � RIM = 647.30 / (�) / / W / / \ LOT 9" y ' ; L O � 6 INV = 635.10 (12 EXISTING r' R'� I I WERANO$;'' "L SW.M. •s \ '( ``• 1oi 214 / ' Loy OT 229 \, 'LOT;' 91r / • '1= SAN MN 4' DIA ' I ��i' RIM = 649.00 L07112 I r /NV = 634.15 SW (16 INV = 634.52 S / .I _ • OTT..... _ f0' PROPOSE `. �..., . _.r•' :.LO. 32d r.....1.��/ I /1 ,off PEDESTRIAN ��, A r /`'.,: ,,_. :.= ,'^"�•- ;, :rr'1� I "� , .' s ,l /? J� PATH (TIP) i �� ' r RSb no °' -, r- � ' `'' /G �': \ r /a / /••a 'LOT 220 ` ` OWNER: JOSEPH G. & IOA MAE RECK P.LN.: 02 -22- 176 -002 - • \ ' / / /� 10 l � '�. '�, _ . •'i DD• LOT Oro ���� r , ,_ .1 11 4 - 4444._., / / , Si II LOY y � � �� ' i`. • Y r T 1I IIII , , ... �� \��7 ,. .� ,: '_.: t . `i"C: ]LO734' �~ •/` ..•LO " 6`: �f ,- \3 {�LCA�969 .� 7 ` / LOT % .ice : SAN .6 45.9 N y !Q/M,F a \'• Lor 96 b 'C SAG Y NV ,LOT TYPC LI IAL LOT DRAN4GE ETAL ,y J (L720VHV LOT) ...........� . ,er J - - Jr' •, / , LOT ,97y EASEMENT DIMENSIONS ARE TYPICAL UNLESS OTHERRTSE INDICATED !\�' ^� (SEE PUT FOR EASEMENTIMMACK MUENSONS) EXISTING �' �..• " "' f f /; �JJLOT,,. 'WERE ALONG CITY STORM SE A M. 20 RER£ SANITARY SERERS OR WATER MA /NS ARE RUN ALONG SIDE LOT UNEX IN' WDE D. & UE SHALL BE PROWDED. IRRIGATION I 'r ( .•.I�OT 328` 1. /r \44•:44 PROPOSED REAR YARD STORM 10' D.&U1, VALVE TYP I ` f 1 ,/\ ," � r. ,,,; SERER MTH SUMP CONNEC710N \\ �' �• v I / * _ LOT D ` S . H , M .._. p � Lo PROPOSED ,....�: r ZOT SANITARY SERER J L 5'D.&UE. T/00 VARIES & ,1 VAR ES �II I q I I LL r : ` T ' • N' ..tj / • ' / =�� - J t ; " ` /' /• PENDING FUTURE DEVELOPMENT OF 70' D. &UE. i Ij g . / MP I P ROVIDE TE OT /Oi RN A " '. ; ., •..,,,, y r , t ' ; � r R REQU IRED. -•� 3 ..� \ , ,N 4__444 4_444. _ d;I• o J ,. � ,; • 44,44 < PROPERTY �� $TROT " ,' \ \` . j , °' (•, t LOT, / PROPOSED LINE .. NOT TO SCALE \ I 1 '� 9 (47ERMAIN l f TYP A#LT7- PAA4LY + � -�.'• / TYPICAL LOT ORANAGE E SE•�V!(� OCTAL I .. ,' EN P l 'I ' ' EASEMENT DIMENSIONS ARE TYP /CAL UNLESS OTHER NISE INDICATED R. aW (SEE PUT FOR EASEMENTIW78ACK DIMENSIONS) l Lr tt �U ` ``.. , � LOT.,39I '/ & ^ LOT 363 LOT 103 f 1 +, Q4•, l PROPOSED PCC 1Y . :I F- PROPERTY LINE „' : h.:.,Y i I .• .• SIDEWALK (TY LOT 104 t ' ll ED I J. I � �p........ 7331 •� LOT' 362 i, i' ... - ITi L (- PROPOSED ` SANITAR Y MANHOLE LOT D r _ r; Lor S.W.M. A95 ( (TYP) , 4 444. • r T - - - �^^ .q'7'i! ( _I .. ' LOT 361 LOT 106 ` - - - "I _ PROPOSED STORM L07,333 I. y \ " SANITARY SERdCf W/ END aZ4NOUT (777 7 LWA7ER SfRNGF (TYP) NOT 70 SCALE ° .� s "' I ...., I I PROPOSED LIGHT POLE TYP SEWER ( TYP ) I 1 : ! /�.., • {III ( TYP ) ;4444:.- 1 { :: 1 , _ J SYMBOL LEGEND , ` LOT 107 EXISTING PROPOSED PROPOSED STORM !..,,; I' �i u 1 (l I ' "" ♦4 d • F , SANITARY MANHOLE ® O ( ) 334 r f 4_444. . I I -.. STRUCTURE TIP \ { '' � - . STORM MANHOLE 0 O •° - L{TT 360 .. J .:,.. 4444.., :. _...... . _. STORM CATCH BA ......_... `- 107100 SIN/INLET • O .•• 4 CATCH BASIN {77 FLARED END SECTION D UI • I� �`_ 7 VALV ELL O O nR VRLVE VAULT ® -` :«: I ,t � , ••�.• • e FIRE HYDRANT v Y �- LIGHT POLE J4C .'�C 711 ' _ •� N STREET SIGN + I I I ` _ _ -; .``��•�� REGULATORY MON ul .SLWT S ry UTILITY POLE o ZZZ F07 COA ""ATIO" I(Lj UTILITY BOX & 8 A R SAN MH 4' DIA MAILBOX d RIM = 646.30 S INV = 630.94 N (16) /ybT TO SCALE SANITARY SEWER -D- "I,JV = 670.94 W (10 STORM SEWER - �- STAADARD A6�PEVTATIGNf] CULVERT B -B - BACK TO BACK OF CURB WATER MAIN - B.C. - BACK O' CURB WATER MAIN ENCASEMENT B.O.C. - BACK OF CURB B.S.L. - BUILDING 27BACK LINE q� SAN /TARY FORCEMAW T T C. B. - STORM CATCH BASW LEGEND /I C. E. - COMMONREALIN EDISON CO - =BY UNDERDRA /N D.E. - DRAINAGE EASEMENT ELECTRIC LINE -£- £ -E - EDGE TO EDGE OF PAVEMENT m CONCRETE MONUMENT i CO. P.- EDGE OF PAVEMENT PRELIMINARY ENGINEERING PLAN TELEPHONE LINE -T- EO.S - EDGE OF SHOULDER CENTERLINE GAS UNE E.P. -EDGE OFPAVEMENT - LITILITY NOTES PULTE HOME CORPORATION E.S - EDGE OF SNOMD£R CABLE TV LINE F.E.S. - FLARED END SECnON BOUNDARY LINE EXH I B IT `E 1 I � - IL BEE. TELEPH C0. IREEUNE 1.) PROPOSED WATER MAIN 5 /ZING TO AUTUMN CREEK SUBDIVISION M.H. - MA NHOLE �M.ahN LE. L£. - U EASEMENT C RIGHT OF WAY LINE TREE F!y (ME SPEC IFIED av PLAN -- BE PROVIDED BY ENGINEERING A PLANNED U N 1 T DEVELOPMENT `vl R.0 E M. -ROAD CLWSTRUC710N & MAINTEN EASEMENT ENTERPRISES, INC ONCE CONTOURS ROW - RIGHT OF WAY LOT LINE MODELING OF WATER SYSTEM IS X- r. FENCE FENCE R.L. - SEPTIC RESMIC77ON UNE T A- FRENCH BACKRLL BUILDING SETBACK LINE FINALIZED. YO R K V I L L E, ILLINOIS STONE RIP RAP i.C. - TOP OF CURB T..GE - TEMPORARY caysmucncw EASEMENT 2. PROPOSED SANITARY SEWER REVISIONS OWN BY: INT: DATE: PROJECT NO. EROSION CONTROL FENCE T. - TOP OF BERM - - EASEMENT LINE ) (OUANTIR' SPEORED T - TOP OF CURB ROUTING TO BE FINALIZED W17H 7. GEK 09 - 28 - 04 ✓MR 08 - 10 - 04 PULT - 040024 - 2 F1 a r a 1 U.E. - UTILITY EASEMENT YORKVILLE BRISTOL SANITARY ON PUNS) SN - STRUCTURAL NUMBER EXIS77NG DEVELOPEMENT - a K.e D2 - 2B - 05 DSN BY: INT: HORIZ SCALE: SHEET NO. DRAINAGE ARROW �.-- FG - RN /SHED GRADE DISTRICT AND THE CITY OF 3 DWS N T S rir raP ORMWTERMA S.W.M. STORM WATER MANAGEMENT YORKNLLE. 100 4. CHK BY: INT: VERT SCALE: El -3 YEAR OVERFLOW ROUTE ^•� SW, M. - STORM UN DR MANAGEMENT 5. PJH - TYPC6AL. CLL -DESA DETAL SMITH ENGINEE ENG GCO CONS INC. EASEMENT DIMENSIONS ARE TYPICAL UNLESS 07HERWISE INDICATID 769 10 NN BTREEY (SEE PLAT FOR EASEMEN771SETBACK DIMENSIONS) SAN MH 4' DIA YORWYILIE, ILLINOIS 605a0 RIM - 649.00 Px: e30- - 7560 FA70 555 550 - 76" .ww.amluenClnaetiuC.cam E- MAN,:.....mluwmsWry..om RE HMRANr INN = 634.15 SW (16) .X.HCNRY .N TIXY .YoREVIILE RI O' / (M/ HOLE INV = 634.52 SE (8) ILLINOIS PROFESSIONAL, DESIGN FIRM 0 184 - 000108 TIP COMP. FILE: 040024- PYellm- En91IXT7 C h1D1L.dwg PLOT FILE STANDARD P R WEM 040024PE -04 (Trp) Lam OLE (TYP) SITE LOCA7YOVV AAAP / RJ0.00' PROPERTY y p LOT LINE NOT TO SCALEN PROPOSED PCC LO I2,7 \ SIDEWALK (TIP) •�. 4 LOT 216 v MH 4' DIA I .:P RIM = 648.79 INV = 636.25 (B') LOT 215 . a \ LOT \ SAN MH 4' DIA .. : •..,_. _.....,... _......._ • �� LOT 214j-; ` RIM = 649.70 LOT INV = 64370 .30.00' LOT 2Tj •\�• LOT Lor � LOT 193 f SAN MH 4' DIA A R.O.W. LOT 211 RIM = 649.35 :I � / r ' INV = 643.35 ' �' L pt � L07 134 ...i10 I�\ `... TCO LOT 210 ` - `LOT 126 LOT L9.5 r . LOT209 LOT M9 _...\ • \^ I EXIS77NG IRRICA 770h,' - LOT -Rte ey LOT208 \,,...... VALVE (TYP) 3 ' - • K/. �� SAN MH 4' DIA LOT 27 I i "• I'r LO L97 j RIM= 649.05 ' LO W7 ••, LOT2 7 INV = 639.27 (8 • LOT 151 \ e: I1 ... _.I \i!'i LOT GB r SANITARY MANHOLE PROPOSED LOT F18 I 2 ....... /' / -iOT206 (TYP) \ LOT 152 •' OWNER: MPI - YORKVILLE SOUTH LLC 1 / - • ' y • LOT 145 \; L'OT.139 -•\ �\ P.I.N.: 02 -22- 276 -001 _... LOT 12.2 I , • 4 0 .......\ LOT 153 ' \I R o O LOT NO.` LOT2c35 ;\ LO LOT 130 ,.. /'36.00' 1 . L 157 /� _ .J � LOT W p 3 LOT LO O T /55 t !y+. `Y' 07-20 B.O.L• t .' . ' . r LOT I42 30.00' - \ LOT 156 LO" LOT 156 �{ , • a LOT PR LOP 101 I 7 II LOT /6 m / • . i ` LOT l92 ' L07'69 \\ COT /63 j `� �• "" a� CONTOURS ( � (�;•'t) "'. .. -... ,..'; `VC LOTTOO EXIS l' TING / 8.0. ( COT 164 \ _ ... ) 7 w TYP OU T .150 u� . .i OT 169 LOT l93 L R50.00' • LOT /6.5 ��� .' I BO.0 . Lor r r LOT 199 LOT 166 LOi A98 LOT N4 LOT 174 RI5. 00' LOT A57 LOT 195 /.` Bar_ e Or 168 •�. ., ....1,OrT87 .. Lor 196 t... ./ PROPOSED ' LOT D5 '-"•�'•/ ' Lorin ' . yy ,I ......� LO .. : • l07 /97 r R.O. W \..., _ 70.00' V> SAN MH 4' DIA LOT 172 • • S B.O.C. yExrS MG RIM = 646.95 34.00' '�� LOT 171 F/ ® LOf"L66 96 INV - 635.91 S (8) LOT T70 / LOT 185 PROPOSED COMMERCIAL WATER . LO c^; 7 f SUPPLY WITH TEMP. FIRE HYDRANT LOT 169 AND AUX. VALVE BOX (7YP) LOT 178 SAN MH 4' DIA / PROPOSED STORM ° rt • ., ` , PROPOSED ,. \� / "� J I RIM= 648.20 ,, CONTOURS NV 642.20 (8'J \ /' . ^ \ N = STRUCTURE (TYP) \ or le4 : / ,,: LOT 179 � 4 (TYP) PROPOSED STORM SEWER (TYP) • v LOT Iag; \ OT 130 �� �0 PROPOSED SANITARY i • •'� LOT 162 � // / r � C l . �� ' y Q, SEWER (TYP) 1 t • �:! •.. LOT x!91 � � o `'� o, P y , PO / O r PFP" PROPOSED 1 ., • / 22s COF WA7ERMAIN �`` \,r ,�.7q� \•� ..� �? � JI ' $AGLEFAA.LLY (TYP) .\'9 -f, Oi TYPICL4L LOT Ol1AMAC-- OCTAL nxzolroN con LOT A A, o \ F� EASEMENT DIMENSIONS ARE TYPICAL UNLESS OTHERWISE INDICATED ,S K! M. pr (SEE PLAT FOR EASEMENT/SETBACK DiumsoN5) �.: jy' , \\ .,• �F \ 'WERE CITY STLIRM SEWERS SANITARY SEWER OR WATER MAINS ARE (t UN PROPOSED LIGHT POLE (TYP) \ ' /� ''�4'y \ O 0 0 ALONG SIDE LOT LINES A MIN. 20 IWDE U.E SHALL BE PRONDEO. \ 2 +D,�+' PROPOSED REAR YARD STORM 10' D.kU.E SAN MH 4' DIA 0 SEWER A� WI TH SUMP 00707 - - RIM = 646.50 . /• • J� O _ � 04 "' INV - 638.84 /" / ��.. .Z'F,PFxs�F ?� `PP" �� s' 0.6D.f.� r COMMERCIAL : / o li 0 0", P�5 B -3 ' • A �T'' EXIS77NG TREE LOT 377 LINE p P I p I dslY../ V I N `• / d�5t ( -._._ ._..... _ �2\y�Ff� III 28.00' O ; �✓�' \\ .q _.... 7r�Pycv G'J JP !0' D.-. E I J & &UE 'A0 O 00.00' irs r DAU J" O r VARIES LL IOAE. R.O.W. i s \ O v a P. 2 c�F PRa,ERTY STET �� INTERSECTION IMPROVEMENTS LINE - - '•?' PER IDOT R.EOUIREMENTS o NOT TO SCALE ,A Oj SYMBOL LEGEND F_XLSTINC+' PROPOSED MLLTFF4MLY SANITARY MANHOLE O O TYPICAL LOT QPA/VAGE E NICE OCTAL STORM MANHOLE O' TCH 4 STORM CATCH O • EASEMENT DIMENSIONS ARE TYPICAL UNLESS OTHERWISE INDICATED R.aw-7 CATCH BASIN o (SEE PLAT FOR EASEMENT/SE721ACK DIMENSIONS) FLARED ENO SECDON D DRYWEU. O 0 VALVE ER7Y ONE VAULT ® B Fl HYDRANT ♦ y T LIGHT POLE -IIr STREET SIGN -F -� �, -� REGULATORY SIGN .1 UnuTY POLE UTILITY Box 8. R A S s MAILBOx ar WELL ® 71 IIaT - SANITARY SEWER L>- - - - - / STORM SEWER -� - }- LUBBI_ _ � _ - NOT TO SCALE CULVERT c__c_ccc O B -B - BACK TO BACK OF CURB WATER MAIN B.0 - BACK OF CURB L S5NITARY SERIRCE W/ END L (TYT) L =WATER SERNCE (TYP) NOT 70 SCALE B.O.C. - BACK OF CURB WATER MAIN ENCASEMENT -.0mazzC= B.SL - BUILDING SETBACK LINE SANITARY FORCEMAIN T -T- C. B. - STORM CA" BASIN LEGEND GE - COMMONWEAL IN EDISON CO. STORM UNDERDRAIN D.E. - DRAINAGE EASEMENT =MIC LINE -[- E -f - EDGE TO EDGE OF PAVEMENT CONCRETE MONUMENT E aP. - EDGE or PAVEMENT TELEPHONE LINE - T - Eo.S -EDGE OF SHOULDER - CENTERLINE } PRELIMINARY ENGINEERING PLAN CAS LINE -0- ES - EDGE Or SHOULDER UTILITY NOTES, PULTE HOME CORPORATION CABLE N LINE F.ES - FLARED END SECTION BOUNDARY LINE ) SUBDIVISION i n Is. r. - ILLINOIS BELL TELEPHONE La 1. PROPOSED WATER MAIN SIZING TO M.H EXH I B IT E 1 1REELLNf �n.n.w.wwJ - LANDSCAPE EASEMENT RIGHT WAY LINE AUTUMN CREEK R.GM.E TREE M.H - - ROAD (T)PE O CONSTRU CIIO t ED ON PUNS) - - T OF BE PROVIDED 8Y ENGINEERING NAINIENANCE EASEMENT ENTERPRISES, INC. ONCE A PLANNED UNIT DEVELOPMENT CONTOURS R.O.W. - OF WAY LOT LINE MOD£UNG OF WATER SYSTEM IS X- SR.L - SEPTIEP77 GHT C RES7R/ GIN£ FINALIZED. FENCE - T.B.F. - TRENCH BACKAU. LL STOVE RIP RAP T.C. - TOP OF LURE BUILDING SETBACK LINE YO R K V I L L E, ILLINOIS T.G£. - TEMPORARY CONSTRUCTION EASEMENT 2.) PROPOSED SANITARY SEWER EROSION CONTROL FENCE T.as.. - TOP OF BERM - - - - - - EASEMENT LINE (OUANI7TY SPECIFIED TOC. - TOP OF CURB ROUTING TO BE FINALIZED NTH REVISIONS DWN BY: TNT: DATE: PROJECT N0. r-1 . • i • DE - UTILITY EASEMENT YORKVILLE BRISTOL SANITARY I. CEK 09 - 28 - JMR 08 -10 -04 PUL T- 040024 -2 ON PLANS) 4 •; v �� SN - STRUCTURAL NUMBER EXISTING DEVELOPEM£NT DISTRICT AND THE CITY OF 2. K..B 02 -18 - DSN BY: INT. HORIZ SCALE: SHEET NO. DRAINAGE ARROW FG - FINISHED GRACE Ter- TOP OF FOUNDATION S.W.M. STORM WATER MANAGEMENT YORKVILLE. J DWS N.T.S. 100 YEAR OVERFLOW RDU7f '�► S.W.M. - STOW WATER MANAGEMENT 4. CHK BY: INT: VERT SCALE: El - 4 5 P✓H - . . . ... . . ..... . ........ SMITH ENGINEERING CONSULTANTS, INC. CML/STRUC7UR&L ENGINEERS AND SURVEYORS 759 ja N SMET "IMVILLE. IL e0550 PX: 590 - 559 -7550 M 030-55a-7.. KUNnLY yOIILLE OWNER: JOSEPH G. IDA MAE RECK ILLINOIS PROFESSIONAL DESIG RW N FIRM 184-000108 P.I.N.: 02-22-176-002 COMP. FILE 04 0024 -EnglIX77 ExhlbIt.dwg PLOT FILE. STA NDARD Prcl,m NEW NEW 040024PE -05 SITE LOCATION MAP PROPOSED PCC L SIDEWALK (TYP) t SAN MH 4' DIA M. RIM - 646.75 1 INV = 631.52 W (16 3 P.M.M70,1N =Zt- 70. 00' w. 9-8 IN INV = l630. 94j E (l b • INV = 61D.94 %W 10' PROPOS LOT B PEDtSTRIA SCHOOL I PARK AREA PA Tk (Typ) • �.�CH if SAN MH 4 DIA RIM = 646.95 INV 635.91 NW (S") LO, 2841 LO FT PROPOSED PROPOSED •WA TERMAIN FORCEUAW (7*YPj,., (TYP) LOT S57 I 'LOT 0. W. LO T 077 -, , PROPOSED SANITARY ' ,or 349 MANHOLE (TYP) OWNER: DONALD J. AND CAROL S. HAMMAN P.I.N.: 02-22-400-011 l 'LOT 'LOT T 3 . PROPOSED CoMMERCIAL J WATER SUPPLY KITH TEMP. FIRE HYDRANT AND AUX. VALVE BOX PROPOSED TEMPORARY OT 34Y, LIFT STATION SIZE TO BE (ryp) PROPOSED 0£7ERMINfO AT FINAL ": j� SANITARY SEWER (TYP) ',LOT - lh 5 - L16 34V PROPOSED LIGHT POLE (TYP) SAN MH 4' DIA jaido RIM = 647.10. INV = 629.50 (16) . ......... PROPOSE STORM EXISTING IRRIGATION Lor 342.. L , 0 STRUC (TYP) VALVE (TYP) APPROX. 3657 LIN FT 16" SDR- IS 0 0. 14 14.0 (FUTURE SAN. SEWER) PROVIDE TEMP. STORM LANDSCAPE PROVIDE MEDIAN TURN -A-ROUND TYP) SAN MH 4' DIA IF REQUIRED. RIM - 646.50 - 7 INV 63& 84 I 100.00 R.O.W. SAN MH A 0% COMMERCIAL RIM T 6 INV 629.86 SW (16) 28. 00' INV = 631.50 SE (B) LOT 370 SAGLC-PAAjL EXISTING `mi INTERSECTION 77PCAL LOT DRANAGE OffT4 CONTOURS i IMPROVEMENTS (CROWN LO (TYP) PER IDOT EASEMENT DIMENSIONS ARE TYPICAL UNLESS 07HERMSE INDICATED REQUIREMENT5 (SEE PLAT FOR EAsEmEN71wwAcK DimENsIaNs) "*HERE CITY STORM SEWERS SANITARY WIDE D. OR WATER MAINS ARE RUN ALONG SIDE LOT LINES. A MIN. 20 D. & U.£ SMALL BE PROMED. PROPOSED REAR YARD STORM IO'D.&UE. SEWER IMTH SLLMP`_CaNECn0N _\ - — 3E -- F - _J L5 D.&UE. Do" O.W. To, ",-11 VARIES VARIES IO'D&UE IT EXISTING POKER POLE PROP. 7S. 0 W (rtp) -7 OWNER: KRISTEN A. KORIDEK _7 P.I.N 02-22-400-011 S PROPER 7WEET LINE NOT 70 SCALE P Obi TYPICAL LOT nawf�,IIACF Qff7A EASEMENT DIMENSIONS ARE TYPICAL UNLESS 07HERMSE INDICATED ROW-7 (SEE PLAT FOR EASEMENTISE7RAOC DIMENSIONS) C D /—PROPER TY LINE L C F -- E 7 3f)FEE7 �S SERRE W/ END ELEANcur (rA) L_-AA7rRSCNWCE(TIP) NOT 70 SCALE S) EXISTING Pj2cp0sED SANITARY MANHOLE 0 0 STORM MANHOLE 0 a STORM CATCH 6AWN411LET 0 • CATCH BASIN - - FLARED END SECnON I. DRYVEU 0 13 VALVE VAULT 11 FIRE HYDRANT LIGHT POLE I STREET S_ + REGULATORY SIGN UTIL POLE u7XITY BOX B. 9 a ja S MAILBOX d WELL SANITARY SE STAADAW A STORM SEWER AOT TO SCALE CULVERT B-B - BACK 70 BACK OF CURB WATER MAIN BC - RACK OF CURB II.Gr - BACIC Or CURB WATER MAIN ENCASEMENT --E22222= B.SL - BUILDING SETBACK LINE SANITARY FORCEMAIN r STORY CATCH CH LEGEND STORM UNDERORAW r COMMONWEALTH ED /SON CO. D.E. - DRAINAGE EASEMENT ELECTRIC LINE — E-E - EDGE TO EDGE OF PAVEMENT CONCRETE MONUMENT TELEPHONE LINE F a . - EDGE OF PAVEMENT PRELIMINARY ENGINEERING PLAN E.O.S - EDGE OF SHOULDER CENTERLINE GAS LINE E.P. - EDGE OF PAVEMENT ES - EDGE OF SHOULDER UTILITY NOTES I PULTE HOME CORPORATION CABLE TV,,- FES. - FLARED END SECTION BOUNDARY LINE EX I BIT " E 1 I.B.T - ILLINOIS BELL TELEPHONE Ca 7REELINE L.E. - LANDSCAPE EASEMENT 1.) PROPOSED WATER MAW SIZING TO AUTUMN CREEK SUBDIVISION TREE M.H. - MANHOLE (7)PE SPECIFIED ON PLANS) RIGHT OF WAY LINE BE PROVIDED BY ENGINEERING A PLANNED UNIT DEVELOPMENT R.C E. - ROAD CONSTRUCTION & MAINTENANCE EASEMENT ENTERPRISES, INC. ONCE CONTOURS R.O.W. - RIGHT OF WAY LOT LINE S. MODELING OF WATER SYSTEM IS FENCE X_ T RJ_ SEP77C 7MC1701V LINE T TRENCH BA F. CXnLL BUILDING SETBACK LINE FINALIZED. YORKVILLE, ILLINOIS STONE RIP RAP T C - TOP OF'LURE CZ - TEMPORARY CONSMUCRON EAWWENT 2.) PROPOSED SANITARY SEWER EROSION CWTROL FENCE T. O.B . - TOP OF BERM EASEMENT LINE REVISIONS OWN BY. INT: DATE: PROJECT NO. (QUANTITY SPECIFIED T.O.0 - TOP OF CURB ROUTING TO BE FINALIZED WITH I. GEK � 09-28-04 'IMR 05-10- 04 PULT-040024-2 us. - UTILITY EASEMENT YORKVLLE BRISTOL SANITARY Y. ON PLANS) Sq - STRUCTURAL NUMBER EXIS77NG DEVELOPEMENT DISTRICT AND THE CITY OF Z Ke 02-28-05 DSN BY: INT: HORIZ SCALE: SHEET NO. DRAINAGE ARROW FG - FINISHED GRADE J. DWS N. T/F - TOP OF FOUNDATION S. WM. STORM WATER MANAGEMENT YORKOLLE. 100 YEAR OVERFLOW ROUTE' SWA - STORM WATER MANAGEMENT 4• CHK BY. INT: VERT SCALE: El-5 5. PJH SMITH ENGINEERING CONSULTANTS, INC. CML /STRUCTURAL ENGINEERS AND SURVEYORS A.LL77- FAAALY E59 /oxN VnESr YDRNV=, =NOM 605aa TYPICAL LOT DRA/JAGE E S9?VlCE QETAL .....mHnmoi aa �woe 3omaeo TAX. mlLaNbeP�laee°Iy.PPaa EASEMENT DMENSIONS ARE TYPICAL UNLESS OnIERLNSE INDICTED R.O.W. .U.HCNRY • HuRTTBY .Ya awn:P. (SEE PLAT FOR EASEM£NT/SEn3ACK D/MENSIOVS) ILLINOIS PROFESSIONAL DESIGN FIRM 0 164- 000108 '^ COMP. FILE: 040024- PYPllm- En0lIX17 Exhlnll.dwp PLOT FILE: STANDARD NEW 040024PE -06 -- PROPERTY LINE I cz1L --ED C33 D SITE L012-471ON MA.- 07 qy 0 -- 4 ; r * o G O 2 O •Y2�9 FP 'SANITARY SI:RNCE W/ END CLEANWT (7Yp) L SERMCE (7)P) NOT TO SCALE P 7- (, \ / o p s V . ```2 o °A \\ : `� .IM6R$DlA ;s fi SA r y c P o 5 f,. s o," 'pp �S� v •� G� 9 \\ F�•'..+ / t_ _ 1, "���" \ /• ��_ '� LOT 3 ♦ i • f f I / ( "w,.'i r v 'v 11 <1 SAN MH 4' D)A �/ /_ LiOT eP ea P F` RIM = 643.4e, \ �r _...... Z /f i c INV = 63796 S (8') SEE PLANS PREPARED BY s� i^ .\ �� � /,� ,. ^• I � -' \ ' S0.'0�T ENGINEERING ENTERPRISES INC - FOR KENNEDY ROADWAY 0 ♦ / , . RIS. D'• IMPROVEMENTS O SAN MH 4' DIA Aa , /�/ i; � L 4 \ "'.. ,... :.\ RIM 646.25 \ .� ...LOT...Y INV = 640.25 YA / 26 I LOT 73 COQ/ SAN MH 4' DIA \\ �! LOT ° RIM = 64ZJO �j .. 9,p' <o LOT p G, '��� / I \�/ INV m 635.86 NW,Sf (8 ) 02 9 A Py 9Cv 'I �.AY �•A / r r ' ,/ ` /y 1C 'I ♦ �' ' ) o 07 �7 INV= 6JZ48 SW (8 Lor SAN MH 4' DIA r ! } = �'j RIM 646.90 , d0 �. ` /" OT 'ILc�T 28 ! LOT INV 64095 !O t ` = . //�../ // /. ^ L,. , f / - O r 74 r 6kOti_ .. ROPOSED } ; i i >P o- 7 \mow.... ....B -BD,. ,,.\ . '�. gg O NT O � 4, TYPJ L(RS / LOT\ 9 ''�.� LOT l -Or ... ,L W i/ 1.' ♦ '. ;+': 1 /. T 69T ,. LOT Q , i �.. "r'/O\ �,rr .... .., .... - 22 B . r , ! / LOT 1/ r \ t r ', "�' f -r< i ,` : ,` _ ♦ ..._. -.._.l �� LOT 3/ l OD R50.00' o. , .......5' / LOT 59 ".., / . . ... ...... . - ,.j '.` COT 4 LO ........ LOT 13 r 20 f' � '. .... R50:00•_........ OT .._ . LOT q Y l 66.00' / ' LOT 61 � � - D LOT 43 / ` •� l p � a LOT W / � v � � � ' ! - R15.00' •,I � 110T �rb5 j ,. ..; a ( 0' •• .�. •. ` LOT L5 - / f / SL L07 57,, LOP�64 ..,. w 66.00' : I i T •/ LOT rl 4. ' ♦l�.a.W. � I '• LOT 45 �L'�T 35 �X F / ' 1 `\ \ OT 63 4 u"� °/ • ,\ 5. ` '� 70.00' y '+ 1 'I / - j LOT 56 30.0<•:' LOT 36 :R.O.W. LOT I i �` � a, B e '• Lor 46 i ;, : LOT 55 ,T 37 ...'' � •. ,� r w _ • • ED ROPOS SA NITARY ,. .. .. • (TIP SEWER` , �•' ) EXIS77NG PROPOSED LO LOT 54 LOT 4B �� �'at• CONTOURS 38 WATERMAIN (TYP) ♦ LOT 53 OT 39 ♦ , ♦ ��` 1 \ PROPOSED SCHOOL/PARK WATER SUPPLY WITH \ 7EMP. FIRE HYDRANT` L ♦ \, - .. ,� COT 4C ••• / i AUX. VALVE BOX F SAN AIH 4' DIA LOT D LOT 52 '� RIM 645.39 'I I SW, M. - / "" INV = 639.58 SAN MH 4' DIA S 1T� I i RIM = 645.50 a �� INV : 6JZ 42 (8) ;L • • ' �. OT INV = 633.'45 S (10) OWNER: MENARDS, INC. O � P.I.N.: 02 -22- 300 -001 F OT 50,- a� h 2841 UN FT SEWER PROPOSED STORM p % i! ) PROPOSED I i PRO SANITARY FORCEMAIN_ + I,l TIP :A • �� ! POSED (),.. S - PROPOSED •�- �LO.n .Mw._........ SEWER 1 PROPOSED I / � LOT QPAlVAGE [VIAL i '" , (TYP) SIDEWALK (PCC TYACIAL LIGHT POLE TYPJ ,.p. (CaOwN LOT! / (TYP) /' LOT B EASEMENT DIMENSIONS ARE TYPICAL UNLESS OTHERWSE INDICATED ' /PAR / � SCkO 1 (SEE PLAT FOR EASEMENT /SETBACK DIMENSIONS) L / / AREA - / PROPOSED STORM - '! ' WERE CITY STORM SENERS SANITARY SEWERS DR WATER MAINS ARE RUN ALONG SIDE LOT LINES A MIN. 20' WDE D. tr UE SHAD Bf PRONDfO." ( �..... " I I .STRUCTURE (TYP.) PROPOSED REAR YARD STORM r 10' O.&UE. 'P _ f ' " SEWER WiTII SUMP C�LNNECTION TT r I y i h V I I III / PROPOSED SCHQOL1l-'3RK EXISTING I f - WATER SUPPLY RN. IRRIGATION VALVES JL SAN M: 4' D/A ' TEMP FIRE HYDRANT AND ' TO BE REMOVED ♦\ 5' D. &U.E. ROPOSED BY OTHERS : �- AUX.`VALVE BOX ( TYP ) (TYP) r i 4 10'O&UE. @ ( ....... _. „� 1 I VAR /ES � I' Q I VAR/E$ RIM 45.76 \ l J r 0. &UE. INV = 636.65 NE (B) 1 Lj 10 � PROMTY LINE I. NOT 7O SCALE - SYMBOL LEGEND TYPI CAL CU-0L«S4C QETAL EXISTING PROPOSED EASEMENT DIMENSIONS ARE TYPICAL UNLESS 07HERWSE INDICTED ``G b� SANITARY MANHOLE O O (SEE PLAT FOR EASEMENT/SE7BACK DIMENSIONS) n J STORM MANHOLE a STORM CATCH BASIN/INLET O • FlRE % OWNER: DONALD J. AND CAROL S. HAMMAN CATCH BASIN S NII HIXE P.I.N.: 02 - - 400 - 011 W (7 FLARED END SECTION D . RIS. 00' TIP VALW O V O y VALVE VAULT ® B .•'/ v l R:�� !f FIRE HYDRANT Y ( L IGH T POLE R50.00' LIGHT POLE' * TYP! (TIP) STREET SIGN + / P REGULATORY sIGN / B.S.L. unu7v POLE RaD.DO• UTILITY BOX B I7 R g MAILBOX d PROPERTY WELL ® LANE NOT TO SCALE NOT TO SCALE SANITARY SEVER S70RM SERER —� —�— STAADARD ABE EWAT1GNIS CULVERT B -B - BACK 70 BACK OF CURB WATER MAIN B.0 - BACK OF CURB WATER MAIN ENCASEMENT - BALK OF CURB SSL BSL - B A SETBACK LANE SANITARY FORCEMAW T T CB. - STORM CA TCiI BASIN LEGEND STORM UNO£RORAIN —� CE. - COMMONNEAL7H EDISON CO. D.E. - DRAINAGE EASEMENT ELECTRIC LINE —e— E -E - EDGE TO EDGE OF PAVEMENT CONCRETE MONUMENT TELEPHONE LINE — EO. - EDGE O`PAWMENT PRELIMINARY ENGINEERING PLAN FO.S - EDGE OF SHOULDER CENTERLINE GAS UNIT EP. - EDGE OF PAVEMENT — UTILITY NOTES PULTE HOME CORPORATION ES - EDGE OF SHOULDER CABLE TV LANE F.ES LW - OVS E FLARED END SEC77ON BOUNDARY LINE EXH 'El I.B. T. - A BELL TELEPHONE CO TREEL/NE B. - LA 1. PROPOSED WATER MAIN SIZING TO AUTUMN CREEK SUBDIVISION LANDS EASEMENT ) TREE N.N. - MANHOLE (TYPE SPECIFIED ON PLANS) — — RIGHT OF WAY LINE BE PROVIDED BY ENGINEERING A PLANNED UNIT DEVELOPMENT R,CME. - ROAD CONSTRUCTION & MAINTENANCE EASEMENT ENTERPRISES, INC ONCE CONTOURS R.O.W. - RIGHT OF WAY LOT LINE FENCE X_ SR.L. -SEPTIC RESTRICTION LINE MODELING OF WATER SYSTEM 15 T.B.F. - TRENCH BACKRU BUILDING SETBACK LINE FINALIZED. YORKVILLE, ILLINOIS STONE RIP RAP LC - TOP OF CURB T,CE. - TEMPORARY CONSTRUCTION EASEMENT _ _ _ _ _ 2.) PROPOSED SANITARY SEWER REVISIONS OWN BY: INT: DATE: PROJECT NO. EROSION CONTROL FENCE T.O.B. - TOP OF BERN — EASEMENT LINE T. G. - TOP cr LURe ROUTING TO BE FINALIZED WITH (QUANTITY sPECIFiED 1. GEK 08 - 2B - 04 JMR 08 - 10 - 04 PUL'T 040024 - 2 ON PLANS) rya ► ♦ • 5V - unu7Y EASEMENT YORKNLLE BRISTOL SANITARY 4� �„ >~� w - sTRUC7URAL NUMBER EXIS77NG DEVELOPEMEN7 DISTRICT AND THE CITY OF 2 K,.B o2 - 28 - DSN BY: INT: HORIZ SCALE: SHEET NO. DRAINAGE ARROW - ..._ - FG - F7NISHED GRADE J DWS N.T.S. TOO )EAR OVERFLOW ROUTE 7/F - 70P OF FOUNDATION S.W.M. STORM WATER MANAGEMENT YORKNLL£. 4 CHK BY: INT. VERT SCALE: E7 - 6 SW.M. - 57LWM WATER MANAGEMENT 3. PJH - EXHIBIT "E" LIST OF VARIATIONS A. COMMERCIAL PARCEL PARAMETERS AND VARIATIONS 1. Lot Coverage. No more than sixty percent (60 %) of the area of the zoning lot may be occupied by buildings and structures, including accessory buildings. 2. Maximum Building Height. No building or structure shall be erected or altered to exceed a maximum of fifty feet (50') or four (4) stories in excess of fifty feet (50'). I B. RESIDENTIAL PARCEL PARAMETERS AND VARIATIONS I 1. Lot sizes in the R -2 District may be less than the 12,610 square feet minimum, but shall be at least 10,000 square feet. 2. Lot widths in the R -2 District may be less than the 80 feet minimum, but shall be at least 70 feet. 3. Paths may be installed closer than 15 feet from the property line, but not closer than 5 feet. . I I I i CH01. 12390295.13 54 i EXHIBIT 4G E - 1 " UTILITIES AND PUBLIC IMPROVEMENTS i CHO1/ 2390295.13 55 EXHIBIT "E -2" OFF -SITE STREETS AND IMPROVEMENTS I i I CHO1/ 12390295.13 56 SMrrR ENGINEERING CCONSI JTANTS, INC. � aea/�ciuu� �� um ,wna® xu�x�.e��em PRELIMINARY ENGINEERING PLANS PREPARED FOR: AUTUMN CREEK SUBDIVISION ' A PLANNED UNIT DEVELOPMENT � ,�,;" Unit ed Cit y of Yor kvil I e, II 1 inois ' Bristol Township, Kendal I County �. SW 1/4 Sect ion 15 &Sect ion 22, Township 37 Norf h, Range 7 East ' Proposed Zoning - R -2 & R -3 P.U.D. & B -3 ' 1, PI an Pr epar ed f or: rjI t e home t,:or por at Ion / Y 2250 Point Boul evard, Suite 401, \ � \�`�� El gin, II I inois 60123 / eX �.r eti Pr of ect Cont act: LT ,,, '\ .. , Mr m at t new �uane LOT 212 Phone: (847) 841 -3553 Fax: (847) 783 0875 OT11 /' \ • LOT 11 WX 13 � LOT '�� wne LOT 11 \_ PROPOSED KENNEDY ROAD WIDENING & IMPROVEMENTS ' (PREPARED UNDER SEPARATE COVER UNDER THE DIREC77ON OF THE UNITED / CITY OF YORKVILLE) N / &Qm A WA 7ER MANN EASEMENT TO BE OBTAINED BY THE UNITED CITY OF YORKWLLE TO SERVICE SITE AND COMPLETE LOOPING OF THE WA7ER MANN NETWORK. LOTH LC ATOV MAP Pler7.ECT . / A� �... . _ P i LoTa W_ JILL `i:' - _ ' k r To SCALff I N LOT PRELIMINARY ENGINEERING PLAN Py 0 w,.... t 2y �. \'. , y AUTUMN CREEK SUBDIVISION R 0 � �" cr+ `�� PULTE HOME CORPORATION �o.e ,t\ 1 . --'" - , °,r. , '"•� LQ�+/ vI A PLANNED UNIT DEVELOPMENT ,GQ v ; � oTV A 6 ' -S I y p �! KENNEDY ROAD IMPROVEMENTS ExHIBIT "E2' T, fi YORKVILLE, ILLINOIS Ai]] ,aee /LOT =yri '" � Lu.f , 1 IEM906 0 � Br NY. 0]D (0' I PUt�f - � T W L {1/1/ t\ \ \ \� '/ {,, 1i, 1 ,: ••n osI er. Nr. xoez �Le srrr xa " =! , '`'.1 LOT we er Nr.l wer T � EXHIBIT "E2' PN NOVE EXHIBIT "F" LIST OF CURRENT CITY BUILDING CODES 2000 International Building Code (Ord. 2003 -01) with three amendments: i. Stair height and risers (Ord. 2003 -08) ii. Energy Code (Ord. 2003 -05) iii. Sprinklers on two or more attached residential units (Ord. 2003 -008) I I I I I CHO1/ 12390295.13 57 EXHIBIT "G" FEESCHEDULE I I i i CHOI/ 14390295.13 58 Autumn Creek FEES PER UNIT A paid receipt from the School District Office, 602 -A Center Parkway Yorkville, must be presented to the City prior to issuance of permit $3,000 Separate Yorkville - Bristol Sanitary District fee - made payable to Y.B.S.D. $1,400 United Citv of Yorkville Fees 1. Building Permit Cost $650 plus $0.20 per square foot $650 + $0.20(SF) 2. Water Connection Fees SF and DU $2,660 2+ Bed Att $2,280 1 3. Water Meter Cost Detached Units $250 1 Attached Units $350 4. City Sewer Connection fees $2,000 5. Water and Sewer Inspection Fee $25 6. Public Walks /Driveway Inspection fee $35 7. Development Fees Public Works $700 Police $300 Building $150 Library $500 Parks & Recreation $50 Engineering $100 Bristol - Kendall Fire $1.000 Development Fees Total $2,800 see note 8. Land Cash Fees "a" below Apartment Townhome Duplex Single Family Park N/A N / A $670.67 $1,692.05 School N/A N/A $762.73 $1,212 Land -Cash Fees Total $0.00 $0.00 $1,433.40 $2,904.53 9. Road Contribution see note "e" below $2,000 10. Weather Warning Siren Fee see note "b" and "d" below $75 /acre Notes: a. For upfront land -cash donations figures, please refer to "Land- Cash" worksheet b. $75 x 287 = $21,525 c. 5 year lock on fees from the date of the agreement, with a six month grace period (enter date) d. Weather Warning Siren Fee is to paid in whole (amount stipulated in note "b "), by the developer at the time of approval of final plat e. Per unit road contribution fee will be calculated after the developer has completed the required Kennedy Road improvements as stipulated in the agreement. PDF created with pdfFactory trial version www- odffactory.com EXHIBIT "H" SCHOOL CONTRIBUTION. 1. Developer shall contribute the following to Yorkville Community Unit School District #115, pursuant to the City's Land/Cash Ordinance: 16.0 acres consisting of those certain parcels referred to on the Preliminary PUD Plan as the School Site (the "Land Contribution ") and five hundred eighty -one thousand, one hundred thirty -nine Dollars and ninety -three cents ($581,139.93) (the "Cash Contribution "). I I� l!� CHOU 12 90295.13 59 EXHIBIT "I" PARK CONTRIBUTION 1. Developer shall contribute the following to the Park Department, pursuant to the City's Land/Cash Ordinance: 6.94 acres consisting of those certain parcels referred to on the Preliminary PUD Plan as the Park Sites (the "Land Contribution ") and eight hundred ten thousand nine hundred ninety -nine Dollars ($810,999) (the "Cash Contribution "). 2. Developer shall construct certain park improvements within the Park Sites on the Subject Property,. including the installation of playground equipment and park improvements, subject to the design criteria set forth in writing by the Park Department and provided to Developer no later than April 30, 2006. The sum of Three Hundred Thousand Dollars ($300,000.00) (the "Improvement Funds ") of the Cash Contribution shall be withheld by Developer, for purposes of funding the construction of such improvements. Upon completion of the park improvements: (a) if the actual cost thereof has exceeded the amount of the Improvement Funds, the [City /Park Department] shall credit Developer for the difference at such time as Developer applies for building permits for the construction of residential dwelling units on Subject Property; or (b) if the actual cost thereof was less than the amount of the Improvement Funds, Developer shall pay the balance to the Park Department upon the Park Department's acceptance of the improvements. 3. The improvements described in Section 2 above shall be completed within eighteen (18) months from the date of approval of the annexation of the Subject Property by the City, subject to adverse weather conditions_. i I I CHO1/ 1 '.390295.13 60 EXHIBIT "J" SIGNAGE On -Site Signs shall include the following: 6 Community ID Signs 20 x 10 ft. illuminated Double -faced 6 Directional Signs 6 x 4 ft. Double -faces or A -Frame type (5 x 3) And 2 sets of the following (one each for single - family and multi - family): 1 Information Center Sign 3 x 4 ft. Double -faced 9" x 16" DF Hours Panel 1 Guest Parking Sign 3 x 4 ft. Double -faced 10 USP Signs 2 x 2 ft. Double -faced *Always include Pulte Mortgage and Pulte Warranty Info 1 Model ID Sign per Model 7" x 24" Double -faced 3 Flag Poles Illinois Flag US Flag Pulte Flag 8 Open Flags 1 Awning Off -site signs within United City of Yorkville are subject to City approval. Monument signs are subject to City approval. The attached renderings are illustrative of size and information. Specific design details may change and are subject to approval. s CHO1/ 123)0295.13 61 - 1 � �.nr� n �.rnTlze�n Rw ae .x -fir. R7.[ nnc ,.ww_Pn;Ttr_��r*r -i fr �. ba fr ont 799 x 4 Mode double face1 3x4ft double face1 ID Si 2x2ft double face1 USP signs Inf ormation 1 I Milk . << ��-��-��_ � ���� New Nome Community i New Home Community �"�.�`�" from fife $�aCls ; �OOOs $OOOs 1 r, ■ i 1"' 1 8 66 -MY -PUS TE 8 6 6- llY -PULTE 1' 4 d ouble-faced tvtvw_�ntlh,cnrn �vksw.pulte- C {�l�i 1 4 doub D irecti o nal 2 0 x lOft double C EXHIBIT `K" FORM RECAPTURE AGREEMENT I i i CHO1/ 12190295.13 62 EXHIBIT K RECAPTURE AGREEMENT THIS RECAPTURE AGREEMENT ( "Agreement ") is made and entered as of the day of , 2005, by and between the UNITED CITY OF YORKVILLE, an Illinois municipal corporation ( "City ") and PULTE HOME CORPORATION, a Michigan corporation ( "Developer "). RECITALS: A. Developer is the owner and developer of that certain real estate development located within the corporate limits of the City and commonly known as Autumn Creek Subdivision ( "Subdivision "). B. Developer and the City have heretofore entered into that certain Annexation Agreement dated , 2005 ( "Annexation Agreement ") pertaining to the annexation and development of the Subdivision within the City. C. Developer desires to recapture and allocable share of the costs of constructing I certain of the public improvements for the Subdivision ( "Recapture Items ") which will provide benefit to other properties ( "Benefited Properties "), from the owners of the Benefited Properties j ( "Benefited Owners "). i D. Developer and the City are desirous of entering into this Agreement to provide for the fair and allocable recapture by Developer of the proportionate costs of the Recapture Items from the Benefited Owners, subject to the terms and conditions set forth in this Agreement. NOW, THEREFORE, in consideration of the foregoing recitals and the mutual covenants hereinafter set forth, and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged by the parties hereto, the parties hereby agree as follows: 1. RECAPTURE ITEMS. The Recapture Items, being elements of the public improvements to be constructed as a part of the development of the Subdivision, are identified in Attachment "A" attached hereto ( "Recapture Schedule "). The Recapture Schedule identifies each Recapture Item and the estimated cost to construct each Recapture Item ( "Estimated Cost "). Developer shall cause each of the Recapture Items to be constructed in compliance with the provisions of the Annexation Agreement and to be accepted and conveyed to the City in accordance with applicable ordinances of the City. 2. BENEFITED PROPERTIES. The Benefited Properties are legally described in the Recapture Schedule attached hereto as Attachment "B ". Each parcel of real estate contained within the Benefited Properties is referred to herein individually as a "Benefited Parcel ". There are a total of O Benefited Parcels as identified in the Recapture Schedule. CHO1/ 12422709.1 3. RECAPTURE COSTS. The Recapture Item(s) which the Corporate Authorities of the City have determined will benefit a Benefited Parcel and the prorata share of the Estimated Cost of each such Recapture Item to be allocated to such Benefited Parcel are set forth in the Recapture Schedule. The aggregate amount of the proportionate share of the Estimated Cost for each of the Recapture Items allocable to a Benefited Parcel is referred to herein as the "Recaptured Costs ". The Recapture Costs for each of the Benefited Parcels shall be as identified in the Recapture Schedule. Interest shall accrue on the Recapture Costs for the benefit of Developer at the rate of percent (_ %) per annum from the date the Recapture Item is completed by Developer until the Recapture Cost is paid. All references to Recapture Costs herein shall include accrued interest owned thereon. 4. COLLECTION OF RECAPTURE COSTS. The City shall assess against and , collect from the Benefited Owner of a Benefited Parcel, or any portion thereof, successors and assigns, the Recapture Cost, calculated under Paragraph 3 of this Agreement for such Benefited Parcel. At such time as a Benefited Owner, or its agent or representative, annexes and/or subdivides a Benefited Parcel, or any portion thereof, or subdivides the Benefited Parcel from a larger parcel of land, or applies to the City for issuance of a permit for connection to all or any of the Recapture Item by the City until such Benefited Parcel has fully paid the applicable Recapture Costs, owed by such Benefited Parcel under this Agreement. 5. PAYMENT OF RECAPTURE COSTS. Any Recapture Costs, collected by the City pursuant to this Agreement shall be paid to Developer, or such other person or entity as Developer may direct by written notice to the City, within thirty (30) days following collection thereof by the City. It is understood and agreed that the City's obligation to reimburse Developer shall be limited to funds collected from the Benefited Owners as provided herein, and payments made hereunder shall be made solely out of said funds. This Agreement shall not be construed as creating any obligation upon the City to make payments from its general corporate funds or revenue. 6. CITY'S OBLIGATION. The City and its officers, employees and agents shall make all reasonable efforts to make the aforesaid collections of the Recapture Costs, for each Benefited Parcel. Neither the City nor any of its officials shall be liable in any manner for the failure to make such collections, and Developer agrees to hold the City, its officers, employees and agents, harmless from the failure to collect said fees. In any event, however, Developer and/or the City may sue any Benefited Owner owing any Recapture Costs, hereunder for collection thereof, and in the event Developer initiates a collection lawsuit, the City agrees to cooperate in Developer's collection attempts hereunder by allowing full and free access to the City's books and records pertaining to the subdivision and/or development of the Benefited Parcel and the collection of any Recapture Costs therefore. In the event the City and any of its agents, officers or employees is made a party defendant in any litigation rising out of or resulting from this Agreement, Developer shall defend such litigation, including the interest of the City, and shall further release and hold the City harmless from any judgment entered against Developer and/or the City and shall further indemnify the City from any loss resulting therefrom, except to the extent such loss results from the grossly negligent or willfully wrongful act or conduct of the City or any of its agents, officers or employees. I tk 2 7. CITY'S COLLECTION OF OTHER FEES AND CHARGES. Nothing contained in this Agreement shall limit or in any way affect the rights of the City to collect other fees and charges pursuant to City ordinances, resolutions, motions and policies. The Recapture Costs provided for herein for each Benefited Parcel is in addition to such other City fees and charges. 8. TERM This Agreement shall remain in full force and effect for a period of twenty (20) years from the date hereof, unless sooner terminated by the mutual agreement of the parties hereto or by the completion of all duties to be performed hereunder. In the event no portion of a Benefited Parcel is a part of a subdivision approved or recognized by the City and no connection permit as aforesaid is issued by the City of such Benefit Parcel within ten years following the date of this Agreement, this Agreement, and each and every duty and undertaking set forth herein pertaining to such Benefited Parcel, shall become null and void and of no further force and effect as to such Benefited Parcel. 9. LIEN The recordation of this Agreement against the Benefited Properties shall create and constitute a lien against each Benefited Parcel, and each subdivided lot hereafter contained therein, in the amount of the Recapture Costs, plus interest, applicable hereunder to such Benefited Parcel. 10. MISCELLANEOUS PROVISIONS. (a) Aareement: This Agreement may be amended upon the mutual consent of the parties hereto from time to time by written instrument and conformity with all applicable statutory and ordinance requirements and without the consent of any other person or corporation owning all or any portion of the Benefited Properties. (b) Bindina Effect: Except as otherwise herein provided, this Agreement shall inure to the benefit of and be binding upon the successors and assigns of Developer and any successor municipal corporation of the City. (c) Enforcement: Each party to this Agreement, and their respective successors and assigns, may either in law or in equity, by suit, action, "mandamus,. or other proceeding in force and compel performance of this Agreement. s, (d) Recordation: A true and correct copy of this Agreement shall be recorded, at Developer's expense, with the Kendall County Recorder's office. This Agreement shall constitute a covenant running with the land and shall be binding upon the Benefited Properties in accordance with the terms and provisions set forth herein. (e) Notices: Any notice required or desired to be given under this Agreement, unless expressly provided to the contrary herein, shall be in writing and shall be deemed to have been given on the date of personal delivery, on the date of confirmed telefacsimile transmission provided a hard copy of such notice is deposited in the U.S. mail addressed to the recipient within twenty -four hours following the telefacsimile transmission, or on the date when deposited in the U.S. Mail, 3 CHOU 1 422709.1 registered or certified mail, postage prepaid, return receipt requested, and addressed as follows: If to CITY: United City of Yorkville 800 Game Farm Road Yorkville, IL 60540 Attn: City Clerk Tele: (630) 553 -4350 Fax: (630) 553 -8330 With a copy to: United City of Yorkville 800 Game Farm Road Yorkville, IL 60540 Attn: John Wyeth, Esq. Attorney for United City of Yorkville Tele: (630) 553 -4350 Fax: (630) 553 -8330 If to DEVELOPER: Pulte Home Corporation 2250 Point Boulevard Suite 401 Elgin, IL 60123 Attn: Brian M. Brunhofer Tele: (847) 841 -3500 Fax: (847) 783 -0875 with copy to: Gardner Carton & Douglas LLP 191 North Wacker Drive Suite 370 Chicago, IL 60606 -1698 Attn: Charles L. Byrum Tele: (312) 569 -1222 - Fax: (312) 569 -3222 (f) Severability: The invalidity or unenforceability of any of the provisions hereof, or any charge imposed as to any portion of the Benefited Properties, shall not affect the validity or enforceability of the remainder of this Agreement or the charges imposed hereunder. (g) Complete Agreement: This Agreement contains all the terms and conditions agreed upon by the parties hereto an no other prior agreement, excepting the Annexation Agreement, regarding the subject matter of this Agreement shall be deemed to exist to bind the parties. This Agreement shall be governed by the laws of the State of Illinois. w 4 CHOU 1 422709.1 (h) Captions and Paragraph Headinas: Captions and paragraph headings incorporated herein are for the convenience only and are not part of this Agreement, and further shall not be used to construe the terms hereof. (i) Recitals and Exhibits: The recitals set forth at the beginning of this Agreement and the exhibits attached hereto are hereby incorporated into this Agreement and made a part of the substance hereof. (j) Enforceabilitv: This Agreement shall be enforceable in the Circuit Court of Kendall County by any of the parties hereto by an appropriate action of law or in equity to secure the performance of the covenants herein contained. {SIGNATURE PAGE TO FOLLOW} i I I I G(JJ� 5 CH01/ 1 422709.1 IN WITNESS WHEREOF, the parties hereto have hereunto set their hands and as of the date first above written. DEVELOPER: PULTE HOME CORPORATION, a Michigan corporation By: Its: And By: Its: � CITY UNITED CITY OF YORKVILLE, an Illinois municipal corporation By: Its: Mayor ` ATTEST: By: Its: 6 CHO1/ 12422709.1 EXHIBIT "L" COMMON FACILITIES 1 1 1 1 a i I a W° CHOI/ 12 90295.13 63 PRELIMINARY P.U.D. PLAT & PLAN �A� 6N0Q � "� 1TAN78 ' � ONJNSRJ0IY. ama. AUTUMN CREEK SUBDIVISION Olim l.isaLL a!a � ! LIIiMItl IadN bRIOr, A PLANNED UNIT DEVELOPMENT (PROPOSED ZONING - R -2 AND R -3 P.U.D. AND B -3) OEM Yrvir buN Awr ordulu Na wrnwrvawxlA lDNxab�la �aaixlr�urraxl P�Aaaa rol�xo¢ ORla16atl10 LA4 aol ®{ Y IOI K Mr K[ff I!m Nl1 Q II ab16 KI. OtKAS10lYY L ?MOamlb�l{11tl0/YTNKIMIC�SNLI OwO1Via.OtlO(xaQ AgxO1RIMOi a. lb aD11r] IirWtl a 9Lw]m Ab19 00iMA -QOQR IIIDV K LYIOW� MIS A DJtVQ O Ca I¢I N W OIfIwO RW I.l lI ' IL]O: IKIDYN WNRAgOAWL6aQam Nx KI.AOr ®om IIXDO.¢ VIMA/III(I ` y py �� MWA W��SI�N���6�I��N W]M 2T�Pl nRI�M�QN i v i K VN � t A . 4 N �� 0®��III� Aim t]QaN IILO KOPARb AIW NY[O IM ND�iIRWQasivatl(fllK aalaQ /AOIKYRI® ®LWQAa �1 % LC�Y�I TAN�'� Q��aR¢ W�IRMMI �y����p�I II Yb OW6 AND M iMVla CTIAY OW6 N1OY Ka11la(.ax Nal11 OS1a YCINY l2 ���x.Mtl�N Y�6�� AYL IaKNW NIDOp A.Or V Y 0De a LaN1O N Sa1N ( ® GQIII NN lR DaA1'•iMY1[a�aLWQ pIf ®) � �.i�T�N m /�� � Y �QQRIS .AK O]ld OSLO LVDS PQf<A01Ni xa @O.N�Y�pYR O�� YI WYIQ1 NI Y�OtD� J NON 11a �1�K �.>�IOA�� I�O�TV.WYAa�MO.O ba tA'MYS , LYIaLILMRTl1a IQIR Y¢9JaWYt lP1Z .YVMiLLG�YbYIOtlIO.Nf GII Nala ®i1M/RSOIImYf Mll/f;: D—Z al�Y® �OSI�o ! 1� v �� ®N i� ��r1 ��V6 �NNY�NK��N�gN��r�l Ol�!/YT ATxA®aa100 Alta AlFlI1�ONW NlLIWKWIRYIKOA ME /Rl IAM 01Mtl � rL A4W lIA MYIWII ® Il011NWIAS ie1 e0AY AOIDLASIRIM KNA/AUIIKOSW INe mAala M6KxaRlIl JaY 2rM KLWKWT aaQabQ �t � �Y eIJ�N� m 1IL O8I /Qr M K IOII 6 iwR.4 N RQR Rbil. IIp6YA fOMII Ylra Plat Prepared for: rune moms Uorporat(on 2250 Point Boulevard, Suite 401 a wNLL1LC AT Ar TIOR RLODFJT " LOTLSUeE0 TDW Elgin, Illinois 60123 _ NY M1,' AT TIAT TYE Or OLLM.111W 11E IIOE OSNA9 A9900ATIOR YL Iq ILKAA EE lIfQ1 ®/1L40N9Y[ IOR lOT L " Project Contact: R -] F D. ZD. ZCNW Mr. manne c.:uaney Phone:(847 841 -3583 Fax: (847) 83 -0875 f . (CQx11T `� NOT TO SCALE All Alp n v b, R -] 10M0 � Ns (oaLxM � I �\ (YOR1LNl� LryOT P 3b x Wit 0 R- (P.DT 0 'i1 (!0p[t 91F7 a ( a •�, (om" lOIOWYIK . " /// aosna A- 120NN0 NWT ar W bw 9-] I011D (1 LOT lLW �NLLSLl - - - -- ]I/AVLO SEIOLIX IlE ---------------- LtgLpN lK mnro.>m DN1naAr � !C� IfQW OMMS ASSW'A/Kx LOCI mb WAIC ItLA � DISDID 601eR SET N Ta• 6 INRx xJT IML IIL Oi / AYIaS STAR RDIIR Ir xa1C OLP iADO[0R OaLIL mM]YAIA 6 10CA ANM1®IARY 1]00 A. HpAx V xlmRCnox rc Iuias IauR Y .Tn mlmr _ _ Area S.— I E70 1' Run x acmes x, IDRms >M RAI1z R FT.B.AI�I42Y P"a LQ PLAT E FLAN Sk � aR IDMIIAAR IIAS N wAlx SDC OT PO101 last AT K awnrAal MJM-F FalL Lm! 0-3!/1 pB7t area AUlI C Q� 57SMVIa^CW eDSm a w]m LMR wml�at APiROL m rtLr AhrRO~IW Lot Pnoea TA-01 9221t aLres IMI110D6Y 6 K fiOIM LNE d IMKDY ADLD. mioYaa eLnAnw - xa1Y. CpRDWClGI Areo 60l 3701 200 OcrOr 9R W WYHX A IWIION W2 x ul NMII PoIL saUMxSI K aR Rbl arBt ! R i J �„ SI: xn a1C RIQEIR R4 Atoll uu t. aaul[ Iq X APTADA n NLT mW K Ceu1 Revlae Oedcaled R T 34) 4Q 7$r 467- 341 lbft ones T � 1 As I snq,w amTA �TIYSt YOSf L'NlEII DT 9R N. !FNMA A 1LiI 1 11E OD1101 lNf 6 al lDIIR Ila X 01 R aTi: 1108 —.. !QT TILL olaNUa D[vAnox . sa1Y. TOIa Areo 7Blb5t arBJ ! Aw 0116 TLS Ds el-b -b LLx m xn I Lar SrxG EXHIBIT 1' n!r - EXHIBIT "M" PERIMETER ROADS FOR WHICH DEVELOPER HAS RESPONSIBILITY i I i i W� CH / 12390295.13 64 / SIRI'H ENGQ76®iING CONSALTANTS. INC. \� ` \\ � / \\ '�( ` ...�m.rn� .r ► +,r..� wr ". a.pPw < r u \\ t ear Q PRELIMINARY ENGINEERING PLANS WT / wr " / w< ; PREPARE FQR =� " AUTUMN CREEK SUBDIVISION WTT ter':: wr ,a '` A PLANNED UNIT DEVELOPMENT MENT � � D O / lJnit ed City of Yor kvil I e 111 inois Bristol Township endal'l County µc \ r�r SW 1/4 Sect ion 15 & Sect ion 22, p Township 37 Nort h, Range 7 East �� \ �r'r W TI Proposed Zoning - R -2 & R -3 P.U.D. & B -3 PI an s Pr epar ed f or: \ / r rntemome Wr poration �, \\ Wr j WTI. V• 2250 Point Boul evard, Suite 401, El gin, II 1 inois 60123 EXIST. / �''�{FJ.te \/ / PRA 3 QO 0 ' /- Pr oII' ect Contact soo Raw. Mr. Mart new uuonev R.aw. / / Phone: (847)841 -3553 Fax: (847) 783 -0875 - \t \�\ ♦ ♦ /+R W COMMERCIAL PARCEL \ ♦ wraro \ � ♦ EXIST. ♦ /♦ 3x00' ®/ PROP. R.aW. moo' i x R.0.W. ♦/ ♦ 5 0 0 PROPOSED R7E 34 f 1 5 WDENING & O7PROMWEN7S (PREPARED UNDER SEPARATE COVER) / - RNAL APPROVAL BY IDOT N / -/- EAIENTS EUdBLE FOR 91fi - 1I7K ?►�v AIAP RECAP Pit A RECAPTURE A�Y1 T , PRELIMINARY ENGINEERING PLAN / / /♦ : P , AUTUMN CREEK SUBDIVISIQN ♦ s PULTE HOME CORPORATION - ch A PLANNED UNIT DEVELOPMENT �♦ MOT TO 4 " " R04TE34 ENTRANCE EXHIBIT 'M' / ♦/ . ; � =. �� � _ ,r"�ie� _ - YORKVILLE, ILLINOIS ::. _ •� a.m ®I R M: Ia1R °••" allPr 16 '�'�RNRi. - e ilil aR sr. wr. wR r e EXHIBIT ilI' EXHIBIT "N" PULTE ANTI - MONOTONY POLICY i i i t CHOI/ 1 390295.13 65 - T MONOTONY CODE RESTRICTIONS I. Single Familv Detached Communities a. The following criteria apply to homes on straight or curved streets, cul -de -sacs and corner lots. 1. No house shall have the same configuration that is within two (2) houses on either side or on any 5 houses directly across the street from the subject house (51% or more in lot width will be considered to be across the street). Additionally, the house directly behind a corner house is included in these criteria. i 2. No house shall have the same color nackaee that is within two (2) houses on either side or on any 5 houses directly across the street from the subject house (51% or more in lot width will be considered to be across the street). Additionally, the house directly behind a corner house is included in these criteria. 3. No ranch style (single story) house shall be within two (2) houses on either side or on any house directly across the street from the five (5) subject houses (51% or more in lot width will be considered to be across the street). Additionally, the house directly behind a corner house is included in these criteria. NOTE: NO HOUSE SHALL HAVE THE SAME SIDING OR BRICK COLOR ADJECENT TO ONE ANOTHER II. Single Familv Attached or Multi Family Communities a. Prior to sales, the Division President will predetermine the criteria. _ III.Definitions a. Configuration — a combination of product type, elevation, exterior fenestration (Siding, Brick I, Brick II), and color package. b. Color Package — a combination of siding, brick, trim/gutter, accent, and roof colors incorporated into the exterior color fenestration of a single house. PLEASE SEE THE FOLLOWING PAGES FOR EXAMPLES OF EACH CASE. VILLAGE MONOTONY CODE CRITERIA WILL ALWAYS SUPERSEDE THESE INTERNAL CODES f W" I J i = Subject House = Restricted Configuration = Restricted Siding & Brick w. ffi I � F MONOTONY CODE :y t -J. el = Subject House = Restricted Configuration = Restricted Siding & Brick Color 6 wm - 6 wo H 7. I I MONOTONY CODE w}` h e = Subject House Restricted Configuration = Restricted Siding & Brick Color i i _ e MONOTONY CODE