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City Council Packet 2011 11-22-11 C�r� United City of Yorkville 800 Game Farm Road EST. 1836 Yorkville, Illinois 60560 o co Telephone: 630-553-4350 Fax: 630-553-7575 Nengaoi C°uN hX.CE '►rye AGENDA CITY COUNCIL MEETING CITY COUNCIL CHAMBERS 7:00 p.m. Tuesday, November 22, 2011 Call to Order: Pledge of Allegiance: Roll Call by Clerk: WARD I WARD II WARD III WARD IV George Gilson,Jr. Jackie Milschewski Marty Munns Rose Ann Spears Carlo Colosimo Larry Kot Chris Funkhouser Diane Teeling Establishment of Quorum: Amendments to Agenda: Presentations: 1. Swearing in of Part-Time Patrol Officer Don Gardiner Public Hearings: 1. PC 2011-11 Grande Reserve Amended Annexation Agreement and Planned United Development Agreement Citizen Comments: Consent Agenda: 1. CC 2011-125 Bills for Approval - $730,744.81 2. PW 2011-64 2011 Miscellaneous Bituminous Patching—MFT Payment to Aurora Blacktop—approve payment in the amount of$47,092.90 to Aurora Blacktop, Inc. 3. PW 2011-66 Autumn Creek Bond Reductions—approve reduction to Safeco Insurance Company of America Bond#6346371 in the amount of$191,182.48, Fidelity&Deposit Company Bond #08824717 in the amount of$1,300,113.90, Safeco Insurance Company ofAmerica Bond#6414740 in the amount of$94,469.61, and Bond Safeguard Insurance Company Bond#5030622 in the amount of$350,298.90 subject to verification that the developer has no outstanding debt owed to the City for this project 4. PW 2011-67 Kendall Marketplace Improvements—Payment to Wilkinson Excavating—approve payment in the amount of$61,057.18 to Wilkinson Excavating, Inc. 5. ADM 2011-63 Monthly Treasurer's Report for October 2011 6. ADM 2011-65 Resolution Authorizing the Closing of a Flexible Spending Account with Castle Bank— authorize Mayor and City Clerk to execute 7. ADM 2011-66 Audit RFP—authorize staff to issue request for proposals for auditing services for the fiscal years ending April 30, 2012 through April 30, 2014 City Council Meeting Agenda November 22, 2011 Page 2 Consent Agenda (cont'd): 8. ADM 2011-67 Levy Year 2011 Special Tax Requirements & Special Tax Abatements for SSAs a. Ordinance Abating Special Service Area Taxes for Special Service Area Number 2003-100 (Raintree Village Project) and Approving the Amended Special Tax Roll—authorize Mayor and City Clerk to execute b. Ordinance Abating Special Service Area Taxes for Special Service Area Number 2003-101 (Windett Ridge Project) and Approving the Amended Special Tax Roll—authorize Mayor and City Clerk to execute c. Ordinance Abating Special Service Area Taxes for Special Service Area Number 2004-104 (Central Grande Reserve) and Approving the Amended Special Tax Roll—authorize Mayor and City Clerk to execute d. Ordinance Abating Special service Area Taxes for Special Service Area Number 2004-107 (Raintree Village II Project)—authorize Mayor and City Clerk to execute e. Ordinance Abating Special Service Area Taxes for Special Service Area Number 2005-109 (Bristol Bay I Project) and Approving the Amended Special Tax Roll—authorize Mayor and City Clerk to execute £ Ordinance Abating Special Service Area Taxes for Special Service Area Number 2004-106 (Total Grande Reserve)—authorize Mayor and City Clerk to execute 9. ADM 2011-68 Contingency Authorization for City IT Equipment—authorize staff to use contingency funds for the City server project and related IT expenditures 10. ADM 2011-36 Ordinance Amending Ordinance 2003-31 Entitled"An Ordinance Amending Ordinance No. 1990-24 An Ordinance Setting Forth the Standards and Regulations for Payment For Development and Extension of Utility Costs Upon Annexation and/or Planned Unit Development" Clarifying the Use of Fees Payable to the City Library Fund—authorize Mayor and City Clerk to execute Minutes for Approval: 1. CC 2011-126 City Council Minutes—November 8, 2011 Mayor's Report: 1. CC 2011-127 Proclamation for National Drunk and Drugged Driving (3-D) Prevention Month 2. CC 2011-128 Appointment to Zoning Board of Appeals—Anthony Pekich 3. CC 2011-129 City Insurance Renewal Public Works Committee Report: Economic Development Committee Report: Public Safety Committee Report: City Council Meeting Agenda November 22, 2011 Page 3 Administration Committee Report: 1. ADM 2011-56 Ordinance for the Levy and Assessment of Taxes for the Fiscal Year Beginning May 1, 2012 and Ending April 30, 2013 for the United City of Yorkville 2. ADM 2011-49 Ordinance Providing for the Submission to the Electors of the United City of Yorkville, Kendall County, the Public Question Whether the City Should Have the Authority under the Illinois Power Agency Act and Public Act 96-176 to Arrange for the Supply of Electricity for its Residential and Small Commercial Retail Customers Who Have Not Opted Out of Such Program—authorize Mayor and City Clerk to execute Park Board: Plan Commission: 1. Worsley Street and Gawne Lane (Herne and Friel Property) a. PC 2011-06 Ordinance Approving the Rezoning to the R-2 One Family Residence District for the Property Located on Worsley Street and Gawne Lane (Henne and Friel Property) b. PC 2011-07 Ordinance Approving the Preliminary and Final Plat of Resubdivision for the Property Located on Worsley Street and Gawne Lane (Henne and Friel Property) 2. PC 2011-08 Autumn Creek Subdivision (Pulte Home Corp.) a. Ordinance Approving the Second Amendment to the Planned United Development Agreement for Unit 1 of the Autumn Creek Subdivision b. Ordinance Approving the Autumn Creek P.U.D. Unit I Final Plat of Resubdivision c. Resolution Approving the Autumn Creek Unit 1 Plat of Vacation Zoning Board of Appeals: City Council Report: City Clerk's Report: City Treasurer's Report: Community and Liaison Report: Staff Report: Additional Business: Executive Session: Adjournment: City Council Meeting Agenda November 22, 2011 Page 4 COMMITTEES, MEMBERS AND RESPONSIBILITIES ---------------------------------------------------------------------------------------------------------------- _PUBLIC WORKS: December_29,_2011_—_6._00_p_.m._—_City_Hall Conference Room: Committee Departments Liaisons Chairman: Alderman Gilson Public Works Park Board Vice-Chairman: Alderman Milschewski Engineering YBSD Committee: Alderman Kot Parks and Recreation Committee: Alderman Teeling ECONOMIC DEVELOPMENT: December 6,2011 —6:30 mm__-City__Hall_Conference Room ----------------------------------------------------------------------------------------------------------- ---------------------------- Committee Departments Liaisons Chairman: Alderman Munns Community Development Plan Commission Vice-Chairman: Alderman Funkhouser Building Safety and Zoning Yorkville Econ. Dev. Corp. Committee: Alderman Milschewski Kendall Co. Plan Commission Committee: Alderman Teeling :PUBLIC SAFETY: December 8,2011 —6.30 p.m.—City Hall Conference Room. ---------------------------------------------------- --------------------------------------------------------------------- Committee Departments Liaisons Chairman: Alderman Colosimo Police Human Resource Comm. Vice-Chairman: Alderman Kot School District Committee: Alderman Spears Committee: Alderman Funkhouser -ADMINISTRATION: December 15z 2011_—6:00 p.m._—_City Hall Conference Room: ---------------------------------------- ——--- - - - ---- - - ---- -------- -------- -------- --------Committee Departments Liaisons Chairman: Alderman Spears Finance Library Vice-Chairman: Alderman Gilson Administration Committee: Alderman Colosimo Committee: Alderman Munns UNITED CITY OF YORKVILLE WORKSHEET CITY COUNCIL Tuesday, November 22, 2011 7:00 PM CITY COUNCIL CHAMBERS ---------------------------------------------------------------------------------------------------------------------------------------- AMENDMENTS TO AGENDA: ---------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------- PRESENTATIONS: ----------------------------------------------------------------------------------------------------------------------------------------- 1. Swearing in of Part-Time Patrol Officer Don Gardiner ----------------------------------------------------------------------------------------------------------------------------------------- PUBLIC HEARINGS: ----------------------------------------------------------------------------------------------------------------------------------------- 1. PC 2011-11 Grande Reserve Amended Annexation Agreement and Planned Unit Development Agreement ----------------------------------------------------------------------------------------------------------------------------------------- CITIZEN COMMENTS: ----------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------- CONSENT AGENDA: ----------------------------------------------------------------------------------------------------------------------------------------- 1. CC 2011-125 Bills for Payment - $730,744.81 ❑ Approved: Y N ❑ Subject to ❑ Removed ❑ Notes ----------------------------------------------------------------------------------------------------------------------------------------- 2. PW 2011-64 2011 Miscellaneous Bituminous Patching—MFT Payment to Aurora Blacktop ❑ Approved: Y N ❑ Subject to ❑ Removed ❑ Notes ----------------------------------------------------------------------------------------------------------------------------------------- 3. PW 2011-66 Autumn Creek Bond Reductions ❑ Approved: Y N ❑ Subject to ❑ Removed ❑ Notes ----------------------------------------------------------------------------------------------------------------------------------------- 4. PW 2011-67 Kendall Marketplace Improvements—Payment to Wilkinson Excavating ❑ Approved: Y N ❑ Subject to ❑ Removed ❑ Notes ----------------------------------------------------------------------------------------------------------------------------------------- 5. ADM 2011-63 Monthly Treasurer's Report for October 2011 ❑ Approved: Y N ❑ Subject to ❑ Removed ❑ Notes ----------------------------------------------------------------------------------------------------------------------------------------- 6. ADM 2011-65 Resolution Authorizing the Closing of a Flexible Spending Account with Castle Bank ❑ Approved: Y N ❑ Subject to ❑ Removed ❑ Notes ----------------------------------------------------------------------------------------------------------------------------------------- 7. ADM 2011-66 Audit RFP ❑ Approved: Y N ❑ Subject to ❑ Removed ❑ Notes ----------------------------------------------------------------------------------------------------------------------------------------- 8. ADM 2011-64 Levy Year 2011 Special Tax Requirements & Special Tax Abatements for SSAs ❑ Approved: Y N ❑ Subject to ❑ Removed ❑ Notes ----------------------------------------------------------------------------------------------------------------------------------------- 9. ADM 2011-68 Contingency Authorization for City IT Equipment ❑ Approved: Y N ❑ Subject to ❑ Removed ❑ Notes ----------------------------------------------------------------------------------------------------------------------------------------- 10. ADM 2011-36 Library Impact Fee Ordinance ❑ Approved: Y N ❑ Subject to ❑ Removed ❑ Notes ----------------------------------------------------------------------------------------------------------------------------------------- MINUTES FOR APPROVAL: ----------------------------------------------------------------------------------------------------------------------------------------- 1. CC 2011-126 Minutes of the City Council—November 8, 2011 ❑ Approved: Y N ❑ Subject to ❑ Removed ❑ Notes ----------------------------------------------------------------------------------------------------------------------------------------- MAYOR'S REPORT: ----------------------------------------------------------------------------------------------------------------------------------------- 1. CC 2011-127 Proclamation for National Drunk and Drugged Driving (3-D) Prevention Month ❑ Approved: Y N ❑ Subject to ❑ Removed ❑ Notes ----------------------------------------------------------------------------------------------------------------------------------------- 2. CC 2011-128 Appointment to Zoning Board of Appeals—Anthony Pekich ❑ Approved: Y N ❑ Subject to ❑ Removed ❑ Notes ----------------------------------------------------------------------------------------------------------------------------------------- 3. CC 2011-129 City Insurance Renewal ❑ Approved: Y N ❑ Subject to ❑ Removed ❑ Notes ----------------------------------------------------------------------------------------------------------------------------------------- ADMINISTRATION COMMITTEE REPORT: ----------------------------------------------------------------------------------------------------------------------------------------- l. ADM 2011-56 Ordinance for the Levy and Assessment of Taxes for the FY Beginning May 1, 2012 ❑ Approved: Y N ❑ Subject to ❑ Removed ❑ Bring back to Committee/future meeting ❑ Informational Item ❑ Notes ----------------------------------------------------------------------------------------------------------------------------------------- 2. ADM 2011-49 Electric Aggregation Referendum Ordinance ❑ Approved: Y N ❑ Subject to ❑ Removed ❑ Bring back to Committee/future meeting ❑ Informational Item ❑ Notes ----------------------------------------------------------------------------------------------------------------------------------------- PLAN COMMISSION REPORT: ----------------------------------------------------------------------------------------------------------------------------------------- 1. Worsley Street and Gawne Lane (Henn and Friel Property) a. PC 2011-06 Ordinance Approving Rezoning to R-2 ❑ Approved: Y N ❑ Subject to b. PC 2011-07 Ordinance Approving Preliminary and Final Plat of Resubdivison ❑ Approved: Y N ❑ Subject to ❑ Removed ❑ Bring back to Committee/future meeting ❑ Informational Item ❑ Notes ----------------------------------------------------------------------------------------------------------------------------------------- 2. PC 2011-08 Autumn Creek(Pulte) a. Ordinance Approving Second Amendment to Annexation Agreement& PUD Agreement for Unit 1 ❑ Approved: Y N ❑ Subject to b. Ordinance Approving Unit I Final Plat of Resubdivison ❑ Approved: Y N ❑ Subject to c. Resolution Approving Unit 1 Plat of Vacation a. Approved: Y N ❑ Subject to b. Removed c. Bring back to Committee/future meeting d. Informational Item e. Notes ----------------------------------------------------------------------------------------------------------------------------------------- REPORTS: ----------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------- ADDITIONAL BUSINESS: ----------------------------------------------------------------------------------------------------------------------------------------- Reviewed By: Agenda Item Number ? e 0 Legal ❑ Public Hearing#1 Finance ❑ esr. Im Engineer ❑ GCity Administrator F] Tracking Number O Consultant ❑ PC 2011-11 ALE `Vti ❑ Agenda Item Summary Memo Title: Grande Reserve Amended Annexation Agreement and PUD Agreement Meeting and Date: City Council —November 22, 2011 Synopsis: Council Action Previously Taken: Date of Action: PW 11/15/11 Action Taken: Discussion of Grande Reserve LOC reduction request. (Item tabled). Item Number: PW 2011-68 Type of Vote Required: Council Action Requested: Submitted by: Krysti J. Barksdale-Noble, AICP Community Development Name Department Agenda Item Notes: •��`° �,,.� Memorandum To: Public Works Committee EST. 1836 From: Krysti J. Barksdale-Noble, Community Development Director O CC: Bart Olson, City Administrator � p Brad Sanderson, EEI Kendal C. CiE '►�"�`� Date: November 9, 2011 Subject: Grande Reserve—Letter of Credit Reduction Request RI Waterman Properties, Inc. (Bank of America), successor owner of the Grande Reserve Subdivision, is currently in negotiations with a buyer for the lots under their ownership within the development. The contract purchaser, Avanti Properties Group based out of Florida, is scheduled to close on the property by the end of the calendar year and Bank of America, through their consultant, has approached the City with a request to release and/or reduce current letters of credit used as security for units located in Grande Reserve North. The requested release/reductions are outlined in the attached report "Grande Reserve North— Letter of Credit Status and Review"prepared by Hearthstone and dated 9/28/2011. Since some of the proposed letter of credit (LOC) reductions/releases exceed the scope of the development's Annexation Agreement (Ord. 2003-44), an amendment to the existing annexation agreement is required. Staff and the City's engineering consultant have reviewed the attached proposal and a detailed analysis with recommendations of the requested LOC reductions, as well as updated punch lists for each unit within Grande Reserve North, has been prepared and attached for your consideration. In general, there are six (6) components to the requested LOC reduction/release as summarized below: 1) Request for LOC reductions for work that has been completed in the past. a. The City has reviewed this request and finds it acceptable. Some of the reductions can be approved administratively, while others will need City Council action. None of these will need inclusion within the annexation agreement amendment, unless the City desires to memorialize the reductions within the preamble of the amended agreement. 2) Request for LOC reductions for work yet to be completed. a. The City has reviewed this request and finds it acceptable. LOCs will be reduced upon completion of the work, either administratively or through City Council action. Additionally, the City has some additional work on park sites that it would like RI Waterman to complete, which would be eligible for further LOC reductions. This work is necessary for us to be able to complete the park site obligations under grant programs. None of these reductions will need inclusion within the annexation agreement amendment, unless the City desires to memorialize the reductions within the preamble of the amended agreement. 3) Request for certain units in the subdivision be approved for final acceptance. a. The City has reviewed this request and finds it acceptable. All units within the development proposed for final acceptance currently have outstanding punchlist items. It is staff's position that these units will be considered for acceptance upon satisfactory completion of the punchlist items. Acceptance of infrastructure requires City Council action, but does not need inclusion within the annexation agreement amendment. 4) Request for outright, complete release of LOCs in areas with uncompleted infrastructure, where no or few homes are built. a. The City has reviewed this request and finds it acceptable, under the following conditions. Specific geographic areas that correspond with the release of the LOCs will be illustrated in the annexation agreement amendment. In these areas, the City will release the LOCs but no dirt, houses, plants, air, water, etc. will be touched in those areas until a new engineer's estimate of probable construction costs is calculated and a new LOC is posted for the entire area. Any infrastructure that is installed in those specific areas (for instance, a sewer line under a farm field that serves adjacent areas) must have a LOC in place, in case that infrastructure fails or needs maintenance. All of these must be accomplished within the annexation agreement amendment, and is similar to the language contained within the Blackberry Woods agreement. S) Request for the City to assume certain, minor infrastructure obligations in exchange for a cash paym en t. a. In general, this is has not been the policy of the City. However, there are certain items of infrastructure that may merit acceptance of cash in lieu of a security instrument. Those instances are detailed in the attached engineer's memorandum. This meeting is the first step in the process for the requested amended annexation agreement related to the proposed Letter of Credit release/reductions. A public hearing is scheduled before the City Council at the November 22, 2011 meeting to consider the recommendations of staff and the Public Works Committee. Representatives from Hearthstone will be present at Tuesday night's meeting on behalf of RI Waterman Properties, Inc (Bank of America) to answer any questions you may have regarding this matter. Bank of America IPI Yourkville Illinois' Grande Reserve North Letter of Credit status and Review 9/28/2011 Prepared By: 171EAR'FliSTONI Bank Of America and United City of Yorkville Grande Reserve North Communi Yorkville, IL Letters of Credit Recommendations • Current Amount of LCs $5,073,201 • Amount of Work Completed: $1,326,395 • Amount of Work Remaining to be completed by B of A: $ 221,723 • Amount to be written as a check to UCOY from B of A for maintenance: $ 80,000 • Obligation to be transferred to current Land Purchaser: $1,768,915 • Eliminate B of A obligation for all Iong term property*: $1,676,168 (* Obligation to be put on future developer by City when work begins) Conclusions It is Bank of America's intent to facilitate the documentation of this proposal through the use of legal counsel so that all of the agreed upon negotiations is quickly documented for all parties. At the written acceptance of the negotiations, Bank of America will complete its agreed upon work quickly with the intent of all work,revised letters of credit, full release to Bank of America, and closing of property to new buyer to occur no later than December 31,2011. Summary of Outstanding LC's This report details each LC, along with photographs and site maps summarizing the status of each lot. Below please find a narrative that describes the summary recommendation for each LC. • LC 1 -S604197 Current Amount-$50,000 This is a houseline Ietter of credit for Units 5, 14, 18, 20, 21,22, 25, 26 &27 to guarantee the completion of property corners, driveways and landscaping after each home is constructed. This LC should be replaced by the purchaser/builder as it only relates to home construction. • LC 2-S585960 Current Amount-$31,689 This is for mass grading of Unit 12 which is listed at 100%complete except for erosion control. The letter of credit has already been reduced to 15% of the original amount per the annexation agreement. Since all of the work is complete and there is no warranty obligation to the City,this LC should be released. We are recommending that a$10,000 cash payment be made to guarantee maintenance such a mowing and erosion control. Since maintenance responsibility will transfer to the purchaseribuilder, this would become their obligation. • LC 3-S587587 Current Amount-$46,055 This is for outfall storm sewer for Unit 12 which is listed as 100% complete. The LC has already been reduced to 15% of the original amount plus 110% of the remaining work per the annexation agreement. Since all of the work is complete and there is no warranty obligation to the City this LC should be released. We are recommending that a $10,000 cash payment be made to guarantee maintenance such as mowing and erosion control. Since maintenance responsibility will transfer to the purchaser/builder this would become their obligation. • LC 4-S585959 Current Amount$41,688 This is for mass grading of Unit 13 which is listed as 100% complete except for erosion control. The LC has already been reduced to 15% of the original amount per the annexation agreement. Since all of the Confidential: For Discussion Purposes Only Page 12 September 2011 Bank Of America and United City of Yorkville Grande Reserve North Community Yorkville IL work is complete and there is no warranty obligation to the City, this LC should be released. We are recommending that a $10,000 cash payment be made to guarantee maintenance such as mowing and erosion control. Since maintenance responsibility will transfer to the purchaserlbuilder this would become their obligation. • LC 5-S587890 Current Amount-$278,746 This is the development bond for Unit 12 to cover the infrastructure construction. The current amount of the LC is$278,746 but 5110,292 of additional work has been completed since the Iast reduction. With the exception of the final surface coat of asphalt the remaining work to be completed under this LC is sidewalks and landscaping which will be constructed as each home is built in the future. We are recommending that the LC first be lowered by $110,000 for the additional work that has been completed and the remainder can be addressed as follows; complete the final lift of asphalt $9,324, transfer the obligation to complete the sidewalk and Iandscaping to the purchaser/builder $129,250 and eliminate $29,880 as remaining guarantee. • LC 6-S594295 Current Amount-S21,000 This is a houseline letter of credit for Unit 12 to guarantee the completion of property corners, driveways and landscaping after each home is constructed. This letter of credit should be replaced by the purchaserlbuilder as it only relates to home construction. • LC 7-S587891 Current Amount-$371,870 This is the development bond for Unit 13 to cover the infrastructure construction. The current amount of the LC is $371,870 but $146,796 of additional work has been completed. With the exception of the final surface coat of asphalt the remaining work to be completed under this LC is sidewalks and landscaping which will be constructed as each home is built in the future. We are recommending that the LC first be lowered by $146,796 for the additional work that has been completed and the remainder can be addressed as follows; complete the final lift of asphalt$22,086,transfer the obligation to complete the sidewalk and landscaping to the purchaseribuilder$92,272 and eliminate$110,716 as the remaining guarantee. • LC 8-S594168 Current Amount-$31,500 This is a houseline Ietter of credit for Unit 13 to guarantee the completion of property corners, driveways and landscaping after each home is constructed. This letter of credit should be replaced by the purchaserlbuilder as it only relates to home construction. • LC 9-S590245 Current Amount-$141.393 This is for mass grading of Units 14, 18, 19 &25. Units 14, 18 & 19 are 100% complete and Unit 25 is rough graded and will not be developed in the future. The property was seeded and has vegetation for erosion control. The letter of credit has already been reduced to 18% of the original amount. Since all of the work is complete and there is no warranty obligation to the City this LC should be released. We are recommending that a $10,000 cash payment be made to guarantee maintenance such as mowing and erosion control. Since the maintenance responsibility will transfer to the purchaser/builder this would become their obligation. • LC 10-S591707 Current Amount-S226,732 This is the development bond for Unit 14 to cover the infrastructure construction. The current amount of the LC is $226,732 but$81,228 of additional work has been completed. With the exception of the final surface coat of asphalt the remaining work to be completed under this LC is sidewalks and landscaping Confidential: For Discussion Purposes Only Page 13 September 2011 _Bank Of America and United City of Yorkville Grande Reserve North Community Yorkville,IL which will be constructed as each home is built in the future. We are recommending that the LC first be lowered by$81,228 for the additional work that has been completed and the remaining can be addressed as follows; complete the final lift of asphalt $13,018, transfer the obligation to complete the sidewalk and landscaping to the purchaser/builder$89,071 and eliminate$43,414 as the remaining guarantee. • LC 11 -S590244 Current Amount-$98,430 This is for mass grading of Units 15 &22 which is listed at 100%complete. The property was seeded and has vegetation for erosion control. Since all of the work is complete and there is no warranty obligation the City this LC should be released. We are recommending that a$10,000 cash payment be made to guarantee maintenance such a mowing and erosion control. Since the maintenance responsibility will transfer to the purchaser/builder this would become their obligation. • LC 12-S591705 Current Amount-$353,267 This is the development bond for Unit 15 to cover the infrastructure construction. The current amount of the LC is $353,267 but$114,143 of additional work has been completed. With the exception of the final surface coat of asphalt the remaining work to be completed under this LC is sidewalks and landscaping which will be constructed as each home is built in the future. We are recommending that the LC first be lowered by$114,143 for the additional work that has been completed and the remainder can be addressed as follows; complete the final lift of asphalt$15,582, transfer the obligation to complete the sidewalk and landscaping to the purchaser/builder$117,998 and eliminate$105,544 as remaining guarantee. • LC 13-S591366 Current Amount-$33,003 This is a landscaping bond for Unit 19 related to the detention and wetland. There is a punch list that outlines corrections that need to be made. We recommend completing the punch list and posting the remaining amount for maintenance such as mowing and erosion control. • LC 14-S591367 Current Amount-$709,697 This is the development bond for Unit 20 to cover the infrastructure construction. The current amount of the LC is $709,697 but$359,114 of additional work has been completed. With the exception of the final surface coat of asphalt the remaining work to be completed under this LC is sidewalks and landscaping which will be constructed as each home is built in the future. We are recommending that the LC first be lowered by$359,114 for the additional work that has been completed and the remainder can be addressed as follows; complete the final lift of asphalt$21,611, transfer the obligation to complete the sidewalk and landscaping to the purchaser/builder$216,135 and eliminate$112,837 as the remaining guarantee. • LC 15-S598664 Current Amount-$407,405 This is the development bond for Unit 22 to cover the infrastructure construction. The current amount of the LC is $407,405 but$278,162 of additional work has been completed. With the exception of the final surface coat of asphalt the remaining work to be completed under this LC is sidewalks and landscaping which will be constructed as each home is built in the future_ We are recommending that the LC first be lowered by$278,162 for the additional work that has been completed and the remainder can be addressed as follows. Complete the final lift of asphalt$10,249, and transfer the obligation to complete the sidewalk and landscaping to the purchaser/builder$118,994. • LC 16-S590433 Current Amount-$654,913 This is for mass grading of Units 23, 26 & 27. Unit 23 is 100% complete and Units 26 & 27 are rough graded and will not be developed in the future. The property was seeded and has vegetation for erosion Confidential: For Discussion Purposes Only Page 14 September 2011 Bank Of America and United City of Yorkville Grande Reserve North Community Yorkville, IL control. Since all of the work is complete and there is no warranty obligation to the City,this LC should be released. We are recommending that a$10,000 cash payment be made to guarantee maintenance such as mowing and erosion control. Since the maintenance responsibility will transfer to the purchaser/builder this would be their obligation. • LC 17-5594383 Current Amount-$713,702 This is the development bond for Unit 23 to cover the infrastructure construction. The current amount of the LC is $713,702 but $83,472 of additional work has been completed. With the exception of the final surface coat of asphalt the remaining work to be completed under this LC is sidewalks and landscaping which will be constructed as each home is built in the future. We are recommending that the LC first be lowered by$83,472 for the additional work that has been completed and the remaining can be addressed as follows; complete the final lift of asphalt $96,850, transfer the obligation to complete the sidewalk and landscaping to the purchaser/builder$217,847 and eliminate$315,533 as the remaining guarantee. • LC 18-S594384 Current Amount-$837,03 This is the development bond for Unit 23 to cover the landscape construction. The current amount of the LC is $837,036 but $152,188 of additional work has been completed. All of the remaining work is for landscaping which will be installed as each home is constructed. We are recommending that the LC first be lowered by$152,188 for the additional work that has been completed and the remainder be transferred to the purchaser/builder$684,848. • LC 19-S590434 Current Amount-$25,075 This is for mass grading for Unit 20 which is 100%complete and Unit 21 which is rough graded and will not be developed in the future. The property was seeded and has vegetation for erosion control. Since all of the work is complete and there is no warranty obligation to the City,this LC should be released. We are recommending that a $10,000 cash payment be made to guarantee maintenance such as mowing and erosion control. Since the maintenance responsibility will transfer to the purchaser/builder this would become their obligation. Confidential: For Discussion Purposes Only Page 15 September 2011 Grande Reserve LOC Summary and Status MAY 11,2011 Eliminate LOC Amount Amount Transfer Issue or Transfer IOC Project Development Current of Completed of Required Obligation to Check to Obligation LOC NUMBER Units Status Amount Work Work Land Purchaser city to Future Builder 5,14,15,18,Z , 1 5604197 21,22,25,26,27 Varies $50,000 $0 $0 $50,000 $0 $0 2 5585960 12 Binder $31,689 $0 $0 $0 $10,000 $21,689 3 5587587 12 Binder $46,055 $0 $0 $0 $10,000 $36,055 4 5585959 13,19 Binder/Landscaped $41,688 $0 $0 $0 $10,000 $31,688 5 5587890 12 Binder $278,746 $110,292 $9,324 $129,250 $0 $29,880 6 5594295 12 Binder $21,000 $0 $0 $21,000 $0 $0 7 5587891 13 Binder $371,870 $146,796 $22,086 $92,272 $0 $110,716 8 5594168 13 Binder $31,500 $0 $0 $31,500 $0 $0 9 5590245 14,18,19,25 Varies $141,393 $0 $0 $0 $10,000 $131,393 10 5591707 14 Binder $226,732 $81,228 $13,018 $89,071 $0 $43,415 11 5590244 15,22 Binder $98,430 $0 $0 $0 $10,000 $88,430 12 5591705 15 Binder $353,267 $114,143 $15,582 $117,998 $0 $105,544 13 5591366 19 Landscaped $33,003 $0 $33,003 $0 $0 $0 14 5591367 20 Binder $709,697 $359,114 $21,611 $216,135 $0 $112,837 15 5598664 22 Binder $407,405 $278,162 $10,249 $118,994 $0 $0 16 5590433 23,26,27 Varies $654,913 $0 $0 $0 $20,000 $634,913 17 5594383 23 Binder $713,702 $84,472 $96,850 $217,847 $0 $314,533 18 5594384 23 Binder $837,036 $152,188 $0 $684,848 $0 $0 19 5590434 20,21 Varies $25,075 $0 $0 $0 $10,000 1 $15,075 *Work product For discussion purposes only, TOTAL $5,073,201 $1,326,395 $221,773 $1,768,915 $80,000 $1,67 ,168 Work Product r Only Grande Reserve LOC Summary and Status 28-Sep-11 1 2 3 4 5 6 7 8 9 LOC LOC LOC LOC LOC LOC LOC LOG LOC 5604197 5585960 S587567 S585959 S587890 S594295 S587891 5594168 S590245 C0121261 C0121259 C0121257 C0121259 C0121257 C0121257 C0121261 C0121261 C0121261 Development Building $50,000 $31,689 $46,055 $41,688 $278,746 $21,000 $371,870 $31,500 $141,393 Unit Status Status 111112010 11/1/2010 11/1/2010 11/1/2010 11/1/2010 11/9/2010 11/1/2010 11!112010 11/1/2010 1 Binder Course Partial Built 2 Binder Course Partial Built 3 Binder Course No Homes Built 4 Binder Course Partial Built 5 Utilities 5 6 Binder Course Partial Built 7 Utilities 8 Utilities 9 Binder Course No Homes Built 10 Mass Graded 11 Mass Graded 12 Binder Course Partial Built 12 12 12 12 13 Binder Course Partial Built 13 13 93 14 Binder Course Partial Built 14 14 15 Binder Course Partial Built 1s 16 RAW 17 RAW 18 Mass Graded 18 18 19 Planted 19 19 20 Binder Course Partial Built 20 21 Mass Graded 21 22 Binder Course Partial Built 22 23 Planted 24 RAW 25 Mass Graded 25 25 26 Mass Graded 25 27 Mass Graded 27 28 RAW Work Product For Discussion Purposes Oniq 10 11 12 13 14 15 16 17 18 19 LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC TOTAL S591707 S590244 S591705 5591366 S591367 S598664 S590433 S594383 S594384 5590434 C0121261 00121257 C0121257 C0121261 C0121256 C0121257 00121260 C0121260 C0121260 C0121256 $226,732 $98,430 $353,267 $33,003 $709,697 $407,405 $654,913 $713,702 $837,036 $25,075 $5,073,201 Unit 7/10/1998 11/1/2010 7/7/2008 11/1/2010 11/1/2010 11/1/2010 11/1/2010 11/1/2010 11/1/2010 11/1/2010 1 2 3 4 5 6 7 8 9 10 11 12 13 14 14 15 i5 i5 16 17 18 19 19 20 20 ah 21 21 22 22 22 23 23 23 23 24 25 26 27 27 28 i I i i i -j Work Product For Discussion Pumoses Only Farmed v Mass Graded Paved w/Scattered Homes Paved Vacant Mass Graded w/Utilities . S 4e SYM'Y#tQ� i Jk� ydM� , r N!, - wk SKMVV IA UL 1 A/y I COMM 4 �y 4~�� r�ia(z�i COUP 1 t �' {SAP Ll 2= jr SRI Not IRA r V !�1 Ali r.Z�,var i ,.� PROPOSED 100 FT R.O.W. LOCATION � � f Units Covered By LOC's f d � r w . k Unit 27 Unit 23 �+ I Unit 26 A . + r . Unit 21 J Unit 12 Unit 20 , Unit m k ! , y � r�r � ��; � Unit 18 r �r Unit 13 1tlsli Unit r " 4 Ai Unit 22 SEA le 6101 Op Unit 15 :r:mil%�F{;,- -�Sri%:;i.,; .;•;, 7 ��. �WiF,M!"e� =—* • ilIl' a '%iw rr � kr Owl If "ly� �� r1�a1 • o iod —n ;fyM *�tviall1►�� IVA f5J � # .— llr w•�. <' c, N f R.O.W.PROPOED 100 Ft • Grand Reserve Unit 5 Site Photos — May 9, 2011 1 y 'Y '� I1 T;, M t_" .* . �- ��'��i�+��-��r.� .=`! .r . r • ,� _ i� �;i �:, � e.N.c� raj •, � .t ti4- - - ��}► 'AMC A"I ( - — •y k Grand Reserve Unit 5 Site Photos — May 9, 2011 Y� l r —r ay I I — 1 I r rw i _ Ut Grand Reserve Unit 12 Site Photos 1 i 4 Y I YI � I i Grand Reserve Unit 13 Site Photos — May 9, 2011 ij 1 � lE .. Grand Reserve Unit 14 Site Photos -•rte" r ii Grand Reserve Unit 15 Site • • T� ��tr Grand Reserve Unit 18 Site Photos -- May 9, 2011 P5. r 4 F- - � ✓� u �s 'ill - a: r r Grand Reserve Unit 19 Site Photos — May 9, 2011 Grand Reserve Unit 20 Site Photos 9, 2011 � e F ' � � •r i Memel i'il. ��,�S x ..,. ,�{ _ ':I � r Grand Reserve Unit 21 Site Photos --- May 9, 2011 Grand Reserve Unit 22 Site Photos — May 9, 2011 muwV ia0 Ar-r -1 l IMTIJ 'li s «.J4 aAK le 4 -° Grand Reserve Site Photos i r� Grand Reserve Unit 23 Site Photos Ind 9` .tee Reserve Grand Site Photos NMEN _ i Grand Reserve Unit 26 Site Photos — May 9, 2011 f fi y e� py r ,t t a LETTER OF CREDIT-1 -S604197 HOUSELINE BOND ALL UNITS GRANDE RESERVE NORTH ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST 1. HOUSELINE BOND 50,000.00 0% $50,000.00 TOTAL $50,000.00 $50,000.00 Plus 10% 50,000.00 603000.00 Current LOC 50,000,00 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 50,000.00 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 0.00 Work Product For OiMssion Purooses Only Units Covered B LOC -- 1 - S604197 Development Status Unit 27 Varies by Phase S> k Unit 26 jf Did. r" prier, 4 5 Unit 21 `• rs,; � .� Unit 20 Unit 18 K. IF `" 'f I)e4_ � �[1i•14k-/'ru+SRy r .t'' � `�!'• r. F r I -•ryty 'i � '/ � � r••-,--yam-'�� r T{P' �'.' )��.. Unit 22 r SO4 All-, _ Unit !! ��-''� ;+� �-�r "y:.,�."fir" �` :_'�---+mar��'i. �a �.%:i:�_�l."�.�.�.A.i�;► ,�''liy.,••.-, �+ 7 LETTER OF CREDIT-2-S585960 ENGINEERS OPINION OF PROBABLE CONSTRUCTION COST FOR Unit 12 GRANDE RESERVE NORTH-NEIGHBORHOOD 3&5 MODEL AREA MASS GRADING IMPROVEMENTS YORKVILLE,ILLINOIS (BASED ON ENGINEERING IMPROVEMENT PLANS,PLAN DATE 8/2685) FILE-3405.00-4 00 EROSION DATE:9112105 REVISED:10/13105 Revised:1/10/06 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST B. EXCAVATION 3 GRADING,NH 5(UNIT 12)INCLUDING DETENTION BASIN ON 1. TOPSOIL EXCAVATION 15,535 C.Y. 1.60 24,856.00 100% 0.00 2 CLAY EXCAVATION 57,316 C Y. 2.00 114,632.00 100% 000 3. TOPSOIL RESPREAD IN DETENTION BASINSIOPEN SPACE 11,251 C.Y. 1.95 21,939.45 100% 0,00 4. EMERGENT SEEDING/PLANTING IN DETENTION BASINS 0.3 AC. 17,500.00 6,076.00 100% 0.00 5. WET PRAIRIE SEEDING I PLANTING DETENTION BASINS 3.6 AC. 2,700,00 9,757.75 100% 0.00 6. PRAIRIE SEEDING/PLANTING DETENTION 06 AC. 2,700.00 1,640.06 BASINS 100% 0.00 T CONSTRUCTION ENTRANCE 1 EA 2,500.00 2,500.00 100% 0.00 8. EROSION CONTROL INCLUDING STRAW BALES DIVERSION DITCHES,WEEKLY MAINTENANCE, 1 L.S. 5,000.00 5,000.00 100% 0.00 9. SILT FENCE 3,D33 L.F. 1.25 3,791.25 100% 0.00 TOTAL 190,192.61 0.00 Plus 10% 19,019.25 0.00 209,211.76 0.00 Current LOC 31,668.59 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligalion to Land Purchaser 0.00 Issue Check to City 10,000.00 Eliminate LOC or Transfer Obligation to Future Builder 21,686.59 Work Product For Discussion Purposes Only Units) Covered By LOC 2 5585960 Development Status ' Binder Course I Unit 12 Lll NEftllhJ C2Cl i r �' �', hst 1� t' ', Oct bel- ARk LETTER OF CREDIT-3 -S587587 ENGINEERS OPINION OF PROBABLE CONSTRUCTION COST FOR Unit 12 GRANDE RESERVE NORTH-NEIGHBORHOOD 3&5 MODEL AREA Outfall Storm Sewer YORKVILLE,ILLINOIS (BASED ON ENGINEERING IMPROVEMENT PLANS,PLAN DATE 826/05) FILE:3405.00 A 00 EROSION DATE:9112105 REVISED.10/13/05 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST C.OUTFALL STORM SEWER 1 MANHOLE(60"DIA) 9 EA. 1,800.00 16,200.00 100% 0.00 2. MANHOLE(72"D64.) 2 EA. 2,800.00 5,600.00 100% 0.00 3. CATCH BASIN(60"DIA.) 2 EA. 1,500.00 3,000.00 100% 0.00 4. 3(Y"FES WIGRATE 5 EA. 1,100.00 5,500.00 100% 0.00 5. 36"FES WIGRATE 1 EA. 1,300,00 1,300,00 100% 0.00 6. 12"RCP 14 L.F. 19.00 266.00 100% 0.00 7. 15"CMP 170 L.F. 26.00 4,760.00 100% 0.00 8. 15"RCP 21 L.F. 20.00 420.00 100% 0.00 9. 30"RCP 389 L.F. 42.00 16,338,00 100% 0.00 10. 36"RCP 2,616 L F. 52.00 136,032.00 100% 0.00 11. SPECIAL STORM STRUCTURE 4 EA 7,500.00 30,000.00 100% 0.00 12. SELECT GRANULAR TRENCH BACKFILL 127 L.F. 15.00 1,905.00 100% 0.00 13. CONNECT TO EXISTING MH 1 EA. 1,000.00 1,000.00 100% 0.00 14. OPEN CUT ROAD WIPAVEMENT RESTORATION 51 L.F. 200 10,200.00 100% 0.00 15. ROAD R.O.W.RESTORATION 2 EA, 3.75000 7,500.00 100% 0.00 15. SEDIMENT PROTECTION 1 EA. 9,137.74 9,137.74 0% 9137.74 TOTAL 249,158.74 9,137.74 Plus 10% 24,915.87 913.77 274,074.61 10,051.51 Current LOC 46,054.66 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 0.00 Issue Check to City 10,000.00 Eliminate LDC or Transfer Obligation to Future Builder 36,054.66 )Mork Product For OlscvssMn Purposes Only � L+ yeti Units) Covered By LOC — 3 — S587587 s ,. , £ �� .4 Development Status -# r Binder/Landscaped IAJ f r h`e'y S j �i 4F •.{r� •', It� r r Unit 12 �.u'�sw�tr ��J� '�1•J" " + f Unit 13 Oct Unit 19 10 Olt da _ - �1� _ - r.•w. _rte f' �r� �'�'�-{ T Y'k �'('T-1-1 1-?.-1..�..1..�.d LETTER OF CREDIT-4-S585959 ENGINEERS OPINION OF PROBABLE CONSTRUCTION COST FOR Untt 13 a 19 GRANDE RESERVE NORTH-NEIGHBORHOOD 3&5 MODEL AREA MASS GRADING IMPROVEMENTS YORKVILLE,ILLINOIS (BASED ON ENGINEERING IMPROVEMENT PLANS,PLAN DATE 826105) FILE:3405.00 4 00 EROSION DATE:9/12105 Revised:1110106 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION&GRADING,NH 3 1. TOPSOIL EXCAVATION 37,416 C.Y. 1.60 59,865.60 100% 000 2. CLAY EXCAVATION 52,241 C.Y. 2.00 104,462.00 100% 0.00 3. TOPSOIL RESPREAD IN DETENTION BASINSIOPEN SPACE 15,143 C.Y. 1.95 29,528.85 100% 0.00 4. TEMPORARY SEEDING WITHIN DETENTION BASINS! OPEN SPACES 4.71 AC. 1,300.00 6,123,00 100% 0.00 5, EMERGENT SEEDING I PLANTING IN DETENTION BASINS 02 AC. 17,500.00 4,284.00 100% 0.00 6. WET PRAIRIE SEEDING I PLANTING DETENTION BASINS 1.1 AC. 2,700.00 3,083.67 100% 0.00 7. PRAIRIE SEEDING 1 PLANTING DETENTION BASINS 0.4 AC. 2,700.00 1.20744 100% 0.00 8. CONSTRUCTION ENTRANCE 1 EA. 2,500.00 2,500.00 100% 0.00 9. EROSION CONTROL INCLUDING STRAW BALES DIVERSION DITCHES,WEEKLY MAINTENANCE, ETC. 1 L.S. 10,000.00 10,000.00 100% 0.00 10. SILT FENCE 6,787 L.F. 1.25 8,483.75 0.00 8483.75 TOTAL 229,668.31 8,483.76 Plus 10% 22,955.83 848,38 252,614.14 9,332.13 Current LOC 41,688.28 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 0.00 Issue Check to City 10,000.00 Eliminate LOC or Transfer Obligation to Future Builder 31,688.28 Work Product Egr Qlscusslon Unit(s) Covered By • ' LOC — 4 — S585959 _ f i Development Status AL Binder/Landscaped lj 4h'KEil ti C7ii# ri4c�'"� "•f f 4A r:r Un t 13 Oct Unit 19 Cit VAN A 4 r �' ` Y 1 �`G 471�4Q•�4N '�. r�f �- n� �� 'j.r -r��•1 � _� ,. �•�r� ter_f ° "rX I 1. k 1.1.i.� k l.L , i e LETTER OF CREDIT-5 -S587890 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR Unit 12 GRANDE RESERVE NORTH-NEIGHBORHOOD 3&5 MODEL AREAS NEIGHBORHOOD 5 YORKVILLE,ILLINOIS (BASED ON PLANS SY CGL,LTD,DATED 8/26.075) FILE:3405.05 est 091205.)ds DATE.9112/05 REVISED:10/13/05 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT B. SANITARY SEWER 1. B"PVC SANITARY SEWER(SDR-26) 1,081 L F. 20.00 21,620.00 100% 0.00 2, e"PVC SANITARY SEWER(SDR-21) 189 L.F. 30.00 5,670,00 100% 0.00 3. 48'MANHOLE TYPE A WIFRAME&LID 11 EA. 1,950.00 21,450.00 100% 0.00 4. 6"SANITARY SERVICE COMPLETE, INCLUDING TEE&SELECT GRANULAR BACKFILL-NEAR 20 EA. 450.00 9,000.D0 100% 0.00 5. 6'SANITARY SERVICE COMPLETE, INCLUDING TEE&SELECT GRANULAR BACKFILL-FAR 0 EA. 1,200.00 0.00 100% 0.00 6 B'PLUG 3 EA. 250.00 750.00 100% 0.00 7, SELECT GRANULAR BACKFILL(CA07) 160 L.F. 36.50 5,640.00 100% 0.00 B. CONNECT TO EXISTING MANHOLE 1 EA. 1,500.00 1,500.00 100% 000 9. TELEVISE MAINS 1,270 L.F. 1 00 1,270.00 100% 000 TOTAL SANITARY SEWER $ 67,100.00 5 C. WATERMAN 1 8"DUCTILE IRON WATER MAIN 1,186 L.F. 21.00 24,906.00 100% 0.00 2. 8"VALVE&BOX 3 EA. 1,000.00 3,000.00 100% 0,00 3. 8"X 16"PRESSURE CONNECTION W160" VAULT 1 EA. 4,000.00 4,000.00 100% 0.00 4. 1"TYPE K COPPER SERVICE,NEAR 20 EA 300.00 6,000.00 100% 0.00 5 1"TYPE K COPPER SERVICE,FAR 0 EA 600.00 0.00 100% 0.00 6. 8'PLUG 3 EA. 250.00 750.00 100% 000 7. FIRE HYDRANT 2 EA. 1,900.00 3,800.00 100% 0.00 8. FLUSHING FIRE HYDRANT 2 EA, 1,200.00 2,400.00 100% 0.00 9. SELECT GRANULAR BACKFILL(MAINLINE) 246 EA, 17.50 4,305.00 100% 0.00 TOTAL WATERMAJIN S 49,161.00 $ - Work Product For Discussion Purposes On D. STORM SEWER 1. 12'RCP 640 L.F. 16.00 10,240.00 100% 0.00 2. 12"RCP WIASTM C443 JOINTS 46 L.F. 16.00 826,00 100% 0.00 3. 15"CMP 84 L.F. 14.00 1,176.00 100% 0.00 4. 15"RCP 30 L.F. 17.00 510.00 100% 0.00 5. 16"RCP 40 L.F. 19.00 760.00 100% 0.00 6. 18"RCP WIASTM C-443 JOINTS 157 L.F_ 21.00 3,297.00 100% 0.00 7. 21'RCP 24 L.F. 25,00 600.00 100% 0.00 e. 24'RCP WIASTM C-443 JOINTS 144 L.F_ 30.00 4,320.00 100% 0.00 9, 27"RCP 54 L.F. 33.00 1,782.00 100% 0.00 10. 30"RCP 166 L.F. 38.00 6,308.00 100% 0.00 11 30'RCP WIASTM C443 JOINTS 129 L.F. 40.00 5,160.00 100% 0.00 12. 36"RCP 168 L.F. 4200 7,056.00 100% 0.00 13. 48"MANHOLE Wl FRAME&LID 3 EA. 1,050.00 3,150.00 100% 0.00 14. 60"MANHOLE W/FRAME&LID 10 EA. 1,430.00 14,300.00 100% 0,00 15. 48"CATCH BASIN W/FRAME&GRATE 3 EA. 1,300.00 3,900.00 100% 0.00 16 60'CATCH BASIN WIFRAME&GRATE 1 EA. 2,000.00 2,000.00 100% 0.00 17. 24"INLET TYPE A Wl FRAME&GRATE 4 EA, 600.00 2,400.00 100% 0.00 1B. 36"RCP FLARED END SECTION I EA 1,500.00 1,500.00 100% 0.00 19. 12'PLUG 3 EA. 250.00 750.00 100% 0,00 20. 15'PLUG 2 EA 250.00 500,00 100% 0.00 21. 18"PLUG 2 EA. 250.00 500.00 100% 0.00 22. SELECT GRANULAR BACKFILL(MAINLINE) 390 L.F. 10.00 3,900.00 100% 0,00 23. TELEVISE STORM SEWER 2,357 L.F. 175 4,124.75 100% 0.00 TOTAL STORM SEWER ; 79,061.75 S - Work Product For Discussion Purposes Only E. PAVING,CURBS,SIDEWALK 1 1.112'BIT.CONC.SURFACE COURSE CL I, MIX C 2,691 S.Y. 3.15 8,476.65 0% 8,476.65 2. 2-112"BITUMINOUS CONCRETE BINDER COURSE 1,284 S.Y. 3.00 3,852 00 100% 0.00 3. 6'BITUMINOUS CONCRETE BINDER 1,407 S.Y. 5.00 7,035.00 100% 0.00 4. 10"AGGREGATE BASE COURSE 1,284 S.Y. 7.50 9,630.00 100% 0.00 5. 16"AGGREGATE BASE COURSE 1,407 S.Y. 12.00 16,884.00 100% 0.00 S. TEMPORARY PAVEMENT 2"SURFACE OVER 8"AGGREGATE BASE COVER 437 S.Y. 9.50 4,151.50 100% 0.00 7 5'WIDE-5"PCC SIDEWALK W/2" AGGREGATE 8,620 S.F. 3.75 32,325.00 0% 32,325.00 8. B6.12 CONCRETE CURB&GUTTER WITH 4' AGGREGATE BASE 2,021 L.F. 12.00 24,252.00 100% 0.00 9. REVERSE PITCH B61.2 CONCRETE CURB& GUTTER WITH 4"AGGREGATE BASE 703 L.F. 12.00 6,436.00 100% 0.00 10. GEOTEXTILE FABRIC 2,691 S.Y. 1.20 3,229.20 100% 0.00 11. BACKFILL CURBS 2,724 EA. 100 2,724.00 100% 0.00 12. FINE GRADE STREET SUBGRADE 2,691 S.Y. 0.75 2,01825 100% 0.00 TOTAL PAVING,CURBS,SIDEWALK i 123,013.60 s 40,801.65 F. STREET LIGHTING 1. STREET LIGHT 25'STANDARD,COMPLETE INCLUDE WIRE&TRENCHING ETC. 3 EA. 4,500.00 13,500.00 0% 13,500.00 TOTAL STREET LIGHTING $ 13,600.00 13,500.00 G. LANDSCAPING Street Trees` 43,487.00 0% 43,487.00 Buffer&Common Area 90,536.00 0% 90,536.00 1 Miscellaneous' 0 EA. 0.00 27,235.00 0% 27,235.00 ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPING $161,268.00 $161,258.00 SUMMARY A. EXCAVATION&GRADING NIA N/A B. SANITARY SEWER 57,100.00 0,00 C. WATERMAIN 49,161.00 0.00 D. STORM SEWER 79,061.75 000 E. PAVING,CURBS,SIDEWALK 123,013.60 40,801.65 F. STREET LIGHTING 13,500.00 13,500.00 G. LANDSCAPING 161,258.00 161,258.00 TOTAL 493,094.36 216,669.66 Plus 10% 49,309.44 21,555.97 542,407.19 237,115.62 Current LOC 278,745.82 Amount of Completed Work 110,292.00 Amount of Required 9,324.00 Transfer Obligation to Land Purchaser 129,250 00 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 29,879.82 Work Product For 01scuWan Purposes Only s r '�4 Units) Covered By _ LOC — 5 — 5587890 :Ifs Development Status 1 Binder/Landscaped ' �4-y Unit 1Z L11'NER.4i {Tfla .y! �• •r Ul �. ;I ate.+,-�• ;,'y� '�yr>�f.1� Unit 13 Unit 15 t IF LIiM�•�� LETTER OF CREDIT-6-S594296 HOUSELINE BOND UNIT 12 GRANDE RESERVE NORTH ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST 1. HOUSELINE BOND 21,000.00 0% $21,000.00 TOTAL $21,000.00 $21,000.00 Plus 10% 21,000.00 21,000.00 Current LOC 21,000.00 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 21,000.00 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Budder 0.00 Worh Product Egr Discussion Purposes Qch Units) Covered By LOC — 6 S594295 Development Status `' _ p� Binder 114k 9" ' - - Y �� 7i:}y.�"� j"► rte f Unit 12 GOP OV en �- ��..,�,��.._ 'its i I I• �--r LETTER OF CREDIT-7-S687891 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR Unit 13 GRANDE RESERVE NORTH-NEIGHBORHOOD 3&5 MODEL AREAS NEIGHBORHOOD 3 YORKVILLE,ILLINOIS (BASED ON PLANS BY CGL,LTD.DATED 82605) FILE:3405.05 est 091205.)ds DATE:9/12105 REVISED:10/13/05 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT B, SANITARY SEWER 1. 8"PVC SANITARY SEWER(SDR-26) 450 L.F, 20.00 9,000.00 100% 0,00 2. 8"PVC SANITARY SEWER(SDR-21) 560 L.F. 30.00 16,800.00 100% 0.00 3, 12"PVC SANITARY SEWER(SOR-21) 814 L.F. 40.00 32,560.00 100% 0.00 4 48"MANHOLE TYPE A WIFRAME&LID a EA. 1,950.00 15,600.00 100% 0.00 5. 48"MANHOLE TYPE A WIFRAME&LID 1 EA, 3,500.00 3,500,00 100% 0.00 6. INSTALL DROP STRUCTURE 1 EA. 5,000.00 5,00000 100% 0.00 7. 6"SANITARY SERVICE COMPLETE, INCLUDING TEE&SELECT GRANULAR BACKFILL NEAR 20 EA. 450.00 9,000.00 100% 0.00 8 6"SANITARY SERVICE COMPLETE, INCLUDING TEE&SELECT GRANULAR BACKFILL-FAR 16 EA. 1,200.00 19,200.00 100% 000 9. 8"PLUG 2 EA. 250.00 500.00 100% 000 10. 12'PLUG 1 EA. 250.00 250.00 100% 000 11. OPEN CUT PAVEMENT 22 L.F. 100.00 2,200.00 100% 0.00 12. ROW RESTORATION 1 L.S. 2,500.00 2,500.00 100% 0.00 13. SELECT GRANULAR BACKFILL(CA07) 292 L.F. 36.50 10,858.00 100% 0.00 14. TELEVISE MAINS 1,824 L.F. 1.00 1,824.00 100% 0.00 TOTAL SANITARY SEWER $ 128,592.00 $ - Work Product For Disosslon Puraoses On C. WATERMAN 1. 8"DUCTILE IRON WATER MAIN 292 L.F. 21.00 6,132.00 100% 0.00 2. 10"DUCTILE IRON WATER MAIN 1,756 L.F. 25.00 43,900.00 100% 0.00 3, B"PLUG 2 EA. 250.00 500.00 100% 0.00 4. 10"PLUG 1 EA. 250.00 250.00 100% 0.00 S. B"VALVE&BOX 1 EA. 1,000.00 1,000.00 100% 0.00 6. 10"VALVE a BOX 5 EA, 2,500.00 12,500.00 100% 0.00 7. 10"X 16"PRESSURE CONNECTION W150" VAULT 1 EA. 4,000.00 4,000.00 100% 0.00 6. CONNECT TO EXISTING 1 EA. 500.00 500.00 100% 0.00 9. 1"TYPE K COPPER SERVICE,NEAR 4 EA. 300.00 1,200.00 100% 0.00 10. 1"TYPE K COPPER SERVICE,FAR 32 EA. 600.00 19,200.00 100% 0.00 11. FIRE HYDRANT 6 EA. 1,900.00 11,400.00 100% 000 12. SELECT GRANULAR BACKFILL(MAINLINE) 260 EA. 17.50 4,550.00 100% 0.00 13. OPEN CUT PAVEMENT 26 L.F. 100.00 2,600.00 100% 0.00 14. ROW 1 L.S 2,500.00 2,500.00 100% 0.00 TOTAL WATERMAIN ; 110,232.00 ; - D. STORM SEWER 1. 12"RCP 1,179 L.F. 1800 18,864.00 100% 0.00 4 15"RCP 220 L.F_ 1700 3,740.00 100% 0,00 5. 30"RCP 30 L.F. 38.00 1,140.00 100% 000 6. 30"RCP WIASTM C-443 JOINTS 305 L.F. 50.00 15,250,00 100% 0.00 7. 36"RCP 729 L.F. 42.00 30,618,00 100% 0.00 S. 38"RCP WIASTM C443 JOINTS 147 L.F. 58.00 8,526.00 100% 0.00 13. 48"MANHOLE Wl FRAME&LID 4 EA. 1,050.00 4,200,00 100% 0.00 14. 60"MANHOLE W/FRAME 8 LID 1 EA. 1,430.00 1,430.00 100% 0.00 72"MANHOLE Wl FRAME 8 LID 6 EA. 2,000.00 12,000 00 100% 0.00 &I"MANHOLE W1 FRAME&LID 1 EA. 3,000.00 3,000.00 100% 0.00 15. 48"CATCH BASIN W/FRAME 8 GRATE 6 EA. 1,300.00 7,800.00 100% 0.00 %6 60"CATGH BASIN WIFRAME&GRATE 1 EA. 2,000.00 2,000.00 100% 0.00 17. 24"INLET TYPE A Wl FRAME&GRATE 7 EA. 600.00 4,200.00 100% 0.00 18. 36"RCP FLARED END SECTION 2 EA 1,50000 3,000.00 100% 0.00 20. 15"PLUG 1 EA. 250.00 250.00 100% 000 21. 30"PLUG 3 EA. 250.00 750.00 100% 0.00 22. SELECT GRANULAR BACKFILL(MAINLINE) 241 L.F. 10.00 2,410.00 100% 0.00 23. TELEVISE STORM SEWER 2,610 L F 1.75 4,567.50 100% 0.00 TOTAL STORM SEWER S 123,745.60 $ - Work Product For Ql Io lion Purposes Onhr E. PAVING,CURBS,SIDEWALK 1. 1-112"BIT.CONC.SURFACE COURSE CL I, Mix C 6,374 S.Y. 3.15 20,078.10 0% 20078.10 2. 2-112'BITUMINOUS CONCRETE BINDER COURSE 3,336 S.Y. 3.00 10,008.00 100% 0.00 3. 4-112'BITUMINOUS CONCRETE BINDER COURSE 3,038 S.Y. 5.00 15,190.00 100% 0.00 4. 10"AGGREGATE BASE COURSE 3,336 S.Y. 7.50 25,020.00 100% 0.00 5. 12"AGGREGATE BASE COURSE 3,038 S.Y. 9.00 27,342.00 100% 0.00 6. TEMPORARY PAVEMENT 2"S URFACE OVER 8"AGGREGATE BASE COVER 344 S Y. 9.50 3,268.00 100% 0.00 7. 5'WIDE-5"PCC SIDEWALK Wl 2' AGGREGATE 12,644 S.F 3,75 47,415.00 0% 47,415.00 BIKE PATH 2"SURFACE W1B"STONE BASE 691 S.Y 9.50 6,564 50 100% 0.00 B. BB-12 CONCRETE CURB&GUTTER WITH 4" AGGREGATE BASE 4,670 L.F. 12.00 56,040.00 100% 0.00 9. REVERSE PITCH 861.2 CONCRETE CURB& GUTTER WITH 4"AGGREGATE BASE 533 L.F. 12.00 6,396.00 100% 0,00 10. GEOTExTILE FABRIC 6,374 S.Y. 1.20 7,648.80 100% 000 11 BACKFILL CURBS 5,203 EA. 1.00 5,203.00 100% 000 12. FINE GRADE STREET SUBGRADE 6,374 S,Y. 0.75 4,780.50 100°/ 0.00 TOTAL PAVING,CURBS,SIDEWALK $ 234,953,90 ; 67,493.10 F. STREET LIGHTING 1. STREET LIGHT 25'STANDARD,COMPLETE INCLUDE WIRE&TRENCHING,ETC. B EA. 4,500.00 36,000.0_0 100% 0.00 TOTAL STREET LIGHTING $ 36,000.00 $ - G. LANDSCAPING 1. Street Trees` 35,229.00 0% 35,229.00 2. Buffer&Common Area 69,403.00 0% 69,403.00 3. Miscellaneous` 0 EA. 0.00 37,662.00 0% 37,662.00 "ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPING #162,294.00 $162,294.00 Work Pmducc For Oi scusslon Purpases Onhr SUMMARY A. EXCAVATION d,GRADING NIA NIA B. SANITARY SEWER 128,592.00 0.00 C. WATERNU1tN 110,232.00 0.00 D. STORM SEWER 123,745.50 0,00 E. PAVING,CURBS,SIDEWALK 234,953.90 67,493.10 F. STREET LIGHTING 36,000.00 0.00 G. LANDSCAPING 162,294,00 162,294.00 TOTAL 795,817.40 229,787.10 Plus 10% 79,581.74 22,978.71 875,399.14 262,765.91 Current LOC 371,870 38 Amount of Completed Work 146,796.00 Amount of Required 22,086.00 Transfer Obligation to Land Purchaser 92,27100 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 110,716.36 Work Product For Dbwmlon Purposes Onhr Units) Covered By 'gr 60 LOC — 7 — 5587891x' ' ' };s Development Status fit Binder ' �iYY114{k� Z Ott. h y YM m IA Aeq Unit 13 r 1 T111 � •� mil_ �•-. Slwlkk-l�u+�1X +�• _��„=� � y . F LETTER OF CREDIT-8-S594168 HOUSELINE BOND UNIT 13 GRANDE RESERVE NORTH ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST 1. HOUSELINE BOND 31,500.00 0% $31,500.00 TOTAL $31,500.00 $31,500.00 Plus 10% 31,500.00 31,500.00 Current LOC 31,500.00 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 31,500.00 Issue Check to City 0,00 Eliminate LOC or Transfer Obligation to Future Builder 0.00 Work Product Fsr Discussion Purp2m Only Units) Covered By LOC — 8 S594168 +~"=' Development Status Binder ; . 10 • '�� .i{y t � 9 +r f �I 5u l " 7 tr;�•-r�i iA hi •�,_. �� =� �a � • Unit 13 , opt- spoor"$ 016- QKWA lop So �-�~ _,�r� ,��r ,� -1�ry.ra• _�l �'f �� 1 S ; �F ( T' -r �� "-F�riL�`"rGI'r -�.•,.,-4- rY 'k� l.'S� �1.L�1..a�1._I��•�1�� r" '_S -� � LETTER OF CREDIT-9-S590245 ENGINEERS OPINION OF PROBABLE CONSTRUCTION COST FORuNIT 14,18,25&is GRANDE RESERVE NORTH-NEIGHBORHOOD 3&5 MODEL AREA MASS GRADING IMPROVEMENTS YORKVILLE,ILLINOIS (BASED ON ENGINEERING IMPROVEMENT PLANS,PLAN DATE&2WS) FILE:3405.00 4 00 EROSION DATE:9112105 REVISED:10113/05 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION[ COMPLETE COST A. EXCAVATION&GRADING,NH 3 1, TOPSOIL EXCAVATION 88,Be0 C.Y. 1.50 142,175.00 100% 0,00 2. CLAY EXCAVATION 135,917 C.Y. 2.00 271,834.00 100% 0.00 3. TOPSOIL RESPREAD IN DETENTION BASINSIOPEN SPACE 50,788 C.Y. 1.95 99,035.60 80% 19,807.32 4. EMERGENT SEEDING 1 PLANTING IN DETENTION BASINS 05 AC. 17,500.00 10,500.00 100% 0.00 5, WET PRAIRIE SEEDING 1 PLANTING DETENTION BASINS 13.5 AC. 2,700.00 36,450.00 100% 0.00 6. PRAIRIE SEEDING!PLANTING DETENTION BASINS 1.9 AC. 2,700.00 5,130.00 100% 0.00 7. EROSION CONTROL INCLUDING STRAW SALES DIVERSION DITCHES,WEEKLY MAINTENANCE, ETC. t L.S. 10,000.00 10,000.00 50% 5,000.00 8. SILT FENCE 39,616 L.F. 1.25 49,519.48 75% 12,379.87 TOTAL 624,646.08 37,187.19 Plus 10% 52,454.61 3,71 8.72 687,110.68 40,905.91 Current LOC 141,393.37 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 0.00 Issue Check to City 10,000.00 Eliminate LOC or Transfer Obligation to Future Builder 131,393.37 Work Product For Dts mssion Purposes Only Units) Covered By LQC 9 — S590245 ! :; - ro Development Status i - I Varies by Phase Its, # • �J '�� r�ii I5 - ;sty r Ski tt t ` i3 y k l Unit 25 Ix Ir f 4 Unit 14 j =:_•-;�_ _ y +/ Unit 18 Unit 19 I cow .,�ice.• I �r��L+,1�" .�f _•�„ ''1 �"r-} L r' f_l.Jill.' f { Pi t 5 LETTER OF CREDIT-10-S591707 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR-UNIT 14 GRANDE RESERVE NORTH NEIGHBORHOOD 3 PHASE 3.2(UNIT 14) YORKVILLE,ILLINOIS FILE:3405 03finalesl 0321056 As DATE:03121 Me REVISED: 05105/06 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT B. SANITARY SEWER 1 8-PVC SANITARY SEWER(SDR-26) 168 L.F. 20.00 3,760.00 100% 0.00 2. 8-PVC SANITARY SEWER(SDR 26)ASTM 2241 3B9 L.F. 22,00 8,11B.00 100% 0.00 3, B'PVC SANITARY SEWER(SDR 21) 395 L.F. 26.00 10,010.00 100% 0.00 4. 48"MANHOLE TYPE A WIFRAME S LID 6 EA 1,950.00 11,700.00 100% 0.00 5. 48-MANHOLE TYPE A WI FRAME S LID,DROP STRUCTURE 1 EA, 3,500.00 3,500.00 100% 0.00 B. 6'SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-NEAR 11 EA 380.00 3,980.00 100% O.OD 7 6'SANITARY SERVICE COMPLETE,INCLUDING TEE S SELECT GRANULAR BACKFILL-FAR 33 EA 1,200.00 39,600.00 100% 0.00 8. 6'SERVICE RISER 80 VF 25.00 2,000.00 100% 0.00 9. CONNECT TO EXISTING B'SEWER I EA. 500,00 500,00 100% 0.00 10. SELECT GRANULAR BACKFILL(CA-7) 373 L.F. 36.50 13,614.50 100% 0.00 11 TELEVISE MAINS 942 L.F 1.00 942.00 100% 0.00 TOTAL SANITARY SEWER $ 97,704.50 $ C. WATER MAIN 1. 6'DUCTILE IRON WATER MAIN 51 L.F. 18,00 918.00 100% 000 2. 8'DUCTILE IRON WATER MAIN 1,356 L.F. 21.00 28,476.00 100% 0.00 3. B"PLUG&STUB 0 EA. 250.00 000 100% 0.00 4. 8"VALVE d,BOX 2 EA. 1,000.00 2,000.00 100% 000 5. 1"TYPE K COPPER SERVICE,NEAR 44 EA 300.00 13,200.00 100% 0.00 B. 1"TYPE K COPPER SERVICE,FAR 0 EA 600,00 0.00 100% 0.00 7. FIRE HYDRANT 3 EA 1,900.00 5,700.00 100% 0.00 8. FLUSHING HYDRANT 0 EA 900.00 0.00 100% 0.00 9. DEPRESS WATER MAIN 3 EA, 500.DD 1,500.00 100% 0.00 10. CONNECT TO EXISTING WATER MAIN 1 EA. 500.0 500.00 100% 0.00 11. SELECT GRANULAR SACKFILL(MAINLINE) 128 EA. 17.50 2,240.00 100% 0.00 TOTAL WATER MAIN $ 54,534.00 $ - Wor1r Product For Olscusslon Pun*m Only D. STORM SEWER 1. 8"PVC SUMP CONNECTION 979 L.F. 12.00 11,748.00 1DD% 0.00 2. 12'RCP 288 L.F. 19.00 5,472.00 IDD% 0.00 3. 12'RCP W!ASTM C-443 JTS. 104 L.F. 20.00 2,080.00 1017% 0.00 4. 15'RCP 217 LF 20.00 4,34000 100% 0.00 5. 15'RCP WI ASTM C-M3 JTS. 151 L.F. 22.00 3,322.00 1011% 0.00 6 18'RCP 82 LF 24.00 1,988,00 100% 0.00 7. 18"RCP WI ASTM C-1A3 JTS. 0 L.F. 26.00 0.00 100% 0.00 8. 21'RCP 302 LF 26.00 7,852.00 100% 0.00 9, 21"RCP WI ASTM C-443 JTS. 0 L.F. 29.00 0.00 100% 0.00 10. 24'RCP 0 LF 30.00 0.00 10096 0.00 11. 27"RCP 443 LF 33.00 14,819.00 100% 0.00 12. 27'RCP WI ASTM C-443 JTS. 0 L.F. 36.00 0.00 10096 0.00 13. 30"RCP 617 LF 37.00 22,829.00 100% 0.00 14. 30'RCP WIASTM C-443 JOINTS 149 L.F. 40.00 5,96000 10D% 0.00 15. 36'RCP 0 L.F. 47.00 0.00 100% 0.00 16. 42'RCP 0 L.F 60,00 0.00 100% 0.00 17 48"MANHOLE W!FRAME&LID 4 EA. 1,050.00 4,200.00 100% 0.00 18. 60'MANHOLE WI FRAME&LID 7 EA. 1,400.00 9,800.00 100% 0.00 19. 72"MANHOLE WIFRAME&LID 2 EA. 2,000.00 4,000.00 100% 0.00 20. 48"CATCH BASIN W!FRAME&GRATE 5 EA, 1,200.00 6,000.00 100% 0,00 21. 80"CATCH BASIN WI FRAME&GRATE 0 EA. 1,500.00 0.00 100% 0.00 22. 24'INLET TYPE A W/FRAME&GRATE 5 EA. 800.00 3,000.00 100% 0.D0 23. 24'RCP FLARED END SECTION W!GRATE 0 EA. 1,500.00 0.00 100% 0.00 24. 6'PVC CLEANOUT FOR SUMP CONNECTION 8 EA. 300.00 1,800.00 100% 0.00 25. 42'RCP FLARED END SECTION Wl GRATE 0 EA. 1,500.00 0.00 100% 0.00 26. 36"PLUG 0 EA. 300.00 0.00 100% 0,00 27 CONNECT TO EXISTING 4 EA. 300.00 1,200.00 100% 0.00 28, SELECT GRANULAR BACKFILL(MAINLINE) 166 L.F. 10.00 1,660.00 1DD% 0.00 29. TELEVISE STORM SEWER 3,332 L.F. 1.75 5,631.00 1DD% 0.00 TOTAL STORM SEWER i i17,681.00 Work Product For D-ba slon Purnya QaIv E. PAVING,CURBS,SIDEWALK 1. 1-1/2 BIT.GONG.SURFACE COURSE CL I,MIX 3,757 S.Y. 3,15 11,834.55 C 0% 11,834.55 2. 2-112'BITUMINOUS CONCRETE BINDER 3,757 S.Y. 3.00 11,271.00 COURSE iD0% 0.00 3 10'AGGREGATE BASE COURSE 3,757 S.Y. 7.50 28,177.50 100% 0.00 4. F WIDE-5"PCC SIDEWALK W12"AGGREGATE 9,015 S.F. 3.25 29,298.75 0% 29,298.75 5. B6.12 CONCRETE CURB S GUTTER WITH 4' AGGREGATE BASE 1,670 L.F. 8.75 14,812.50 100% 0.00 6. REVERSE PITCH CONCRETE CURB&GUTTER WITH 4'AGGREGATE BASE 506 L F. 8.75 4,427.50 100% 0.00 7. GEOTEXTILE FABRIC 3,757 S.Y. 1.20 4,508.40 100% 0.00 8. BACKFILL CURBS 2,176 L F. 1.00 2,176.00 10096 0,00 9. FINE GRADE STREET SUBGRADE 3.757 S.Y. 0.75 2,817.75 100% 0.00 TOTAL PAVING,CURBS,SIDEWALK $109,123.96 $41,133.30 F.STREET LIGHTING 1 STREET LIGHT 25'STANDARD,COMPLETE INCLUDE WIRE&TRENCHING,ETC. INCLUDE WIRE&TRENCHING ETC. 5 EA. 3,000.00 15,000.00 0% 15,000.00 TOTAL STREET LIGHTING $ 15,000.00 $ 15,000.00 G. LANDSCAPING 1. Street Trees` 18,822.00 0% 16,822.00 2. Buffer&Gammon Area 17,601.00 0% 17,801.00 3. Miscellaneous' 0 EA. 0.00 68,535.00 0% 68,535.00 ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPING $103,188.00 $103,168.00 SUMMARY A. EXCAVATION&GRADING NIA N/A e. SANITARY SEWER 97,704.50 0.00 C. WATERMAIN 54,534.00 0.00 D. STORM SEWER 117,661.00 0.00 E. PAVING,CURBS,SIDEWALK 109,123.95 41,133.30 F. STREET LIGHTING 15,000.00 15,000.00 G. LANDSCAPING 103,158.00 103,158,00 TOTAL 497,201.45 159,291.30 Plus 10% 49,720.15 15,929.13 546,921.60 175,220.43 Current LOG 226,731.97 Amount of Completed Work 81,228.00 Amount or Required 13,016.00 Transfer Obligation to Land Purchaser 89,071.00 Issue Check to City 0.00 Eliminate LOG or Transfer Obligation to Future Builder 43,414.97 Work Product For DbanSon Purposes 00 e Units) Covered By LOC 10 — 5591707 n? f � � f Development Status Binder ter .y '41r t?; lip iA 14 . r ell zz LM-O4 WANK Y ��;4 �n�7k�FC�fA �L'- ..r� �` r �f��.lx �`.- l�q�' •"� 1' LETTER OF CREDIT-11 -S590244 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR UNIT 15& 22 GRANDE RESERVE NORTH-NEIGHBORHOOD 3 8,5 MODEL AREAS NEIGHBORHOOD 5 YORKVILLE,ILLINOIS (BASED ON PLANS BY CGL,LTD.DATED 8126105) FILE:3405.05 est 091205.xis DATE:9112105 REVISED:10/13/05 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT A. EXCAVATION&GRADING,NH 3 1. TOPSOIL EXCAVATION 132,048 C.Y. 1.60 211,276.80 100% 0.00 2. CLAY EXCAVATION 40,504 C.Y. 2.00 81,008.00 100% 0.00 3. TOPSOIL RESPREAD IN DETENTION BASINSIOPEN SPACE 40,150 C.Y. 1.95 78,292.50 75% 19,573.13 4. EMERGENT SEEDING 1 PLANTING IN DETENTION BASINS 0.3 AC. 17,500.00 5,250.00 100% 0.00 5. WET PRAIRIE SEEDING/PLANTING DETENTION BASINS 4.9 AC. 2,700.00 13,230.00 100% 0.00 S. PRAIRIE SEEDING/PLANTING DETENTION 1.6 AC. 2,700.00 4,320.00 BASINS 100% 0.00 7, EROSION CONTROL INCLUDING STRAW BALES DIVERSION DITCHES,WEEKLY MAINTENANCE,ETC. 1 L.S. 7,000.00 7,000.00 50% 3,500.00 8. SILT FENCE 7,397 L.F. 1.25 9,246.25 75% 2,311.56 TOTAL 409,623.55 25,384.69 Work Product For Discussion Purposes Only D. STORM SEWER 1. 60"MANHOLE W/FRAME&LID 1 EA. 1,400.00 1,400.00 100% 0.00 2 60"CATCH BASIN WIFRAME&GRATE 1 EA. 1,500.00 1,500.00 100% 0.00 3. 15"RCP FLARED END SECTION 1 EA. 65000 650.00 1DO% 0.00 4. 24"RCP FLARED END SECTION 1 EA. 620.00 820.00 100% 0.00 5. 36"RCP FLARED END SECTION 1 EA 1,300.00 1,300.00 100% 0.00 6. 15"RCP 30 L.F. 17.00 510,00 100% 0.00 7. 24"RCP 19 L.F. 28.00 532.D0 100% 0.00 8. 36"RCP 525 L.F. 46.00 24,150.00 100% 6.00 9. 42"RCP 42 L.F. 57.00 2,394.00 100% 0.00 10. SPECIAL STORM STRUCTURE 2 EA. 5,000.00 10,000.00 100% 0.00 11, SELECT GRANULAR BACKFILL(MAINLINE) 30 L.F. 15.00 450.00 100% 0.00 12. CONNECT TO EXISTING 1 EA. 1,000.00 1,000.00 100% 000 13, ROW RESTORATION 2 EA, 2,500.00 5,000.00 100% 0.00 TOTAL STORM SEWER $ 49,706.00 3 - SUMMARY A. EXCAVATION&GRADING 409,623.55 25,384.69 C. STORM SEWER 49,706 00 0.00 TOTAL 459,329.55 25,384.69 Plus 10% 45,932.96 2,538.47 505,262.51 27,923.16 Current LOC 98,429.89 Amount of Completed Work 0,00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 0.00 Issue Check to City 10,000 00 Eliminate LOC or Transfer Obligation to Future Builder 88,429.89 Mick Product For Oiscusslon Purposes Only Unit(s) Covered By f V, ' LOC — 11 — 5590244 Development Status . Binder IP 040. b4►�e►Y1194� �' �)� �341� f V h . 'kT �} {J 1 Ilk I. '�'tea' r., �-•� — � �,��t..�r>. �,.,.�, ZF Unit 22 s EV1 Unit 15 dam^F .�-�1�t !_r «'�_ ��C I �I__� t__L.L.i.i°-+'�_��.. •!L 1.1.. i r'i..-; LETTER OF CREDIT-12-S591705 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR UNIT 15 GRANDE RESERVE NORTH-NEIGHBORHOOD 5 PHASE 5-2(UNIT 15) YORKVILLE,ILLINOIS (BASED ON PLANS BY CGL,LTD.DATED 10131105) FILE:3405.05 esl 12o605.)ds DATE:12/06105 REVISION:05/01/06 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT B. SANITARY SEWER 1. 8"PVC SANITARY SEWER(SDR-26) 2,743 L.F 20.00 54,860.00 100% 0,00 2. 48"MANHOLE TYPE A WIFRAME&LID 20 EA 1,950.00 39,000.00 100% 0.00 3. 6"SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-NEAR 65 EA. 360.00 23,400.00 100% 0.00 4. 6'SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-FAR 23 EA. 950.00 21,850.00 100% 0.00 5. SELECT GRANULAR BACKFILL(CA-7) 342 L.F 36,50 12,483.00 100% 0.00 6. 6'SERVICE RISER 209 VF 25.00 5,225.00 100% 0.00 7. CONNECT TO EXISTING MANHOLE 1 EA. 1,500.00 1,500.00 100% 0.00 8. TELEVISE MAINS 2,743 L.F. 1.00 2,743.D0 100% 0.00 TOTAL SANITARY SEWER ; 161,061.00 ; - C. WATERMAN 1. 8"DUCTILE IRON WATER MAIN 2,542 L.F. 21.00 53,382.00 100% 0.00 2. 8'VALVE&BOX 12 EA. 1,000.00 12,000.00 100% 0.00 3. 8"X 16"PRESSURE CONNECTION W160"VAULT 1 EA. 4,000.00 4,000.00 100% 0.00 4. 1'TYPE K COPPER SERVICE,NEAR 71 EA 300.00 21,300.00 100% 0.00 5. 1"TYPE K COPPER SERVICE,FAR 14 EA 600.00 8,400.00 100% 0.00 6. CONNECTION TO EXISTING 1 EA. 500.00 500.00 100% 0.00 7. FIRE HYDRANT 11 EA. 1,900.00 20,900.00 100% 0.00 S. SELECT GRANULAR BACKFILL(MAINLINE) 275 L.F 17.50 4,812.50 100% 0,00 TOTAL WATERMAIN ; 125,294.50 ; Work uct For 0lscussion Purposes Only D. STORM SEWER 1. 12"RCP 474 L.F. 19.00 9,006.00 100% 0.00 2. 15"RCP 368 L.F. 20.00 7,360,00 100% 0.00 3. 18'RCP 205 L.F. 24.00 4,920.00 100% 0,00 4. 21"RCP 347 L.F. 26.00 9,022.00 100% 0.00 5. 24'RCP 400 L.F. 30.00 12,000.00 100% 0,00 6. 46"MANHOLE WI FRAME&LID 6 EA. 1,050.00 6,300.00 100% 000 7. 60"MANHOLE W/FRAME&LID 3 EA. 1,400.00 4,200.00 100% 0.00 8. 48"CATCH BASIN W!FRAME&GRATE 9 EA. 1,200.00 10,800.00 100% 0.00 9. 24'INLET TYPE A W/FRAME&GRATE 7 EA. 600.00 4,200.00 100% 0.00 10. 27'RCP FLARED END SECTION 3 EA 620,00 2,460.00 100% 0.00 11. CONNECTION TO EXISTING 4 EA. 500.00 2,000.00 100% 0.00 12. SELECT GRANULAR BACKFILL(MAINLINE) 305 L.F. 10,00 3,050,00 100% 0.00 13, TELEVISE STORM SEWER 1,794 L.F 1.75 3,139.50 100% 0.00 TOTAL STORM SEWER f 78,457.50 S E. PAVING,CURBS,SIDEWALK 1. 1-1/2"BIT.CONC.SURFACE COURSE CL I,MIX C (66'ROW130'B-B) 4,497 S.Y. 3.15 14,165.55 0% 14,165.55 2. 2-112"BITUMINOUS CONCRETE BINDER COURSE (66'ROW/30'") 4,997 S.Y. 3.00 14,991.00 100% 0.00 3. 10"AGGREGATE BASE COURSE (66'ROW130'B-B) 4,997 S.Y, 7.50 37,477.50 100% 0.00 4. TEMPORARY PAVEMENT 2"SURFACE OVER 8"AGGREGATE BASE COVER 391 S Y. 9.50 3,714.50 100% 0.00 5. 5'WIDE-5"PCC SIDEWALK W!2"AGGREGATE 14,650 S.F. 3.25 47,612.50 0% 47,812.50 6. 2"BIT.CONC.SURFACE COURSE CL I,MIX C (10'BIKEPATH) 27,250 S.F. 3.25 68,562.50 100% 0.00 7. 8'AGGREGATE BASE COURSE(10'BIKEPATH) 27,250 S.F. 6.00 163,500.00 100% 0.00 S. 10"AGGREGATE BASE COURSE (V BIKEPATH SHOULDER) 2,725 S.F. 7,50 20,437.50 100% 0.00 9. RETAINING WALL(ALONG BIKEPATH) 1,524 F.F. 25.00 38,100.00 100% 0.00 10. 86.12 CONCRETE CURB&GUTTER WITH C AGGREGATE BASE 2,845 L.F. 8.75 24,893.75 100% 0.00 11. BACKFILL CURBS 2,845 L.F 1.00 2,845.00 100% 0.00 12. GEOTEXTILE FABRIC 2,485 S.Y. 1.20 2,982.00 100% 0.00 13. FINE GRADE STREET SUBGRADE 1,499 S.Y. 0.75 1,124.25 100% 0.00 TOTAL PAVING,CURBS,SIDEWALK S 460,406.06 $ 61,776,05 Work Product For Discussion Purposes Only F. STREET LIGHTING 1. STREET LIGHT 25'STANDARD,COMPLETE INCLUDE WIRE&TRENCHING ETC. 6 EA. 4,500.00 27,000.00 0% 27,000.00 TOTAL STREET LIGHTING S 27,000.00 1$ 27,000.00 G. LANDSCAPING 1, PARKWAY TREES(50'SPACING ALONG OPEN SPACE FRONTAGE) 14 EA. 350.00 4,900.00 0% 4,900.00 2. Street Trees' 21,809.00 0% 21,809.00 3. Buffer&Common Area' 70,847.00 0% 70,847.00 4. Miscellaneous' 0 EA. 0.00 29,117.00 0% 29,117.00 `ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPING $126,673.00 $126,673.00 SUMMARY A. EXCAVATION&GRADING NIA NIA B. SANITARY SEWER 161,061 00 0.00 C. WATERMAIN 125,294.50 0.00 D. STORM SEWER 78,457.50 0.00 E. PAVING,CURBS,SIDEWALK 460,406.05 61,778.05 F. STREET LIGHTING 27,000.00 27,000.0o G. LANDSCAPING 126,573.00 126,673.00 TOTAL 976,892.05 215,461.05 Plus 10% 97,889,21 21,545.11 1,076,781.26 236,996.16 Current LOC 353,266.57 Amount of Completed Work 114,143.00 Amount of Required 15,562.00 Transfer Obligation to Land Purchaser 117,998.00 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 105,543.57 Work Product For Discussion Purposes Only Units) Covered By ,� LOC — 12 S591705 � Development Statusk Binder I _. Ilk 1.1 Sl + }rG5 tierh�i_..i A -r� Cry t yr S ,� �✓�'� 5th 3iE��Cr4'I ,_!� �1,,..' �� {tiV° fr r Get_ Mw1ik-1su+5E� r' ;}.�•` r Unit 15 � .. LETTER OF CREDIT-13-S591366 LANDSCAPE ARCHITECT OPINION OF PROBABLE CONSTRUCTION COST FOR UNIT 19 GRANDE RESERVE NORTH-NEIGHBORHOOD 3 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST G. LANDSCAPING 1 LANDSCAPING 30,003.00 0% $30.003.00 'ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPING $30,003.00 $30,003.00 Plus 10% 3,000.30 3,000.30 33,003.30 33,003.30 Current LOC 33,DO3.30 Amount of Completed Work 0.00 Amount of Required 33,003,30 Transfer Obligation to Land Purchaser 0.00 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 0,00 Work Product For Dlscusslon Purposes Only Unit(s) Cove red By �•3 r�: _ - LOC — 13 5591366 w. ..i Development Status _ Landscaped Ili�Cr'iL�-FrGS 2ft#4 r - �. •" Q#E. Olt Fp) h 1j _ . ore if a Unit 19 If-. Yrt �`a a�hr ;� � �,-Sf � C' ,1,�--"' '. `=-�-f� tic �1...�' I I �^'-�� e�� =..'�.Rte-��1-i � ��1 �t �.�..d.Y7�.-��-..Y...�-.�.•A.J..�1 �-•S +.�� LETTER OF CREDIT-14-S591367 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR UNIT 20 GRANDE RESERVE NORTH-NEIGHBORHOOD 2 PHASE 2-1(UNIT 20) YORKVILLE,ILLINOIS (BASED ON PLANS BY CGL,LTD.DATED 1GO VUS) FILE:3405.02 es!012506.)ds DATE:01125106 REVISION:05102!06 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT B.SANITARY SEWER 1. 8'PVC SANITARY SEWER(SDR-26) 2,006 L.F. 20.00 40,120.00 100% 0.00 2. V PVC SANITARY SEWER(SDR-21) 197 L.F. 26.D0 5,122.00 100% 0.00 3. 12'PVC SANITARY SEWER(DR-1 B) 1,565 L.F. 40.00 62,600,00 100% 0.00 4. 48-MANHOLE TYPE A WIFRAME&LID 21 EA. 1,950.00 40,850.00 100% DAD 5. B'SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-NEAR 37 EA. 360,00 13,320.00 100% 0.00 6. 6'SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-FAR 26 Fro, 1,260.00 31,200,00 100% 0.00 7. CONNECTION TO EXISTING 2 EA. 500.00 1,000.00 100% 0.00 8. 12'PLUG 1 EA. 250.00 250.00 10D% 0.00 9. 6'SERVICE RISER 33 VLF 25.00 5,225.00 100% 0.00 10. SELECT GRANULAR BACKFILL(CA-7) 430 L.F. 36.50 15,695.00 iDD% 0.00 11. TELEVISE MAINS 3,768 L.F. 1.00 3,768.00 10D% 0.00 TOTAL SANITARY SEWER S 218,250.00 $ C.WATERMAN 11 B'DUCTILE IRON WATER MAIN 4,352 L F. 21.00 91,392.00 1DD% q,Oq 2. B'VALVE&BOX 9 EA, 1.000.00 9.000.00 10D% 0.00 3. 1"TYPE K COPPER SERVICE,NEAR 36 EA 300.00 10,800.00 100% 0.00 4. 1'TYPE K COPPER SERVICE,FAR 27 EA 600.00 16,200.00 1DD% 0 00 5. CONNECTION TO EXISTING 2 EA. 500.00 1,000.00 100% 0.00 6. 1 EA. 250.00 250.00 1 DD% 0.00 7, FIRE HYDRANT 10 EA. 1,90000 19,000.00 1DD% 0.00 8. SELECT GRANULAR BACKFILL(MAINLINE) 195 L.F 17.50 3,412.50 100% 0.00 TOTAL WATER MAIN $ 151,054.50 $ Work Product For 01swsslon Pur mses Only D.STORM SEWER 1. 12'RCP 1,513 L.F. 19.00 28,747.00 IDD% 0.00 2. 15'RCP 888 L.F. 20.00 17,720.00 100% 0.00 3. 18'RCP 273 L.F. 24.00 8,552.00 100% 0.00 4. 18'RCP WIASTM C-443 JOINTS 153 L.F. 26.00 3,978.00 100% 0.00 5. 21"RCP 250 L.F. 26.00 8,858.00 100% 0.00 6. 24'RCP 397 L.F. 30.00 11,910.D0 10096 0.0 7. 24'RCP WIASTM C-443 JOINTS 174 L.F. 32.00 5,588.00 100% 0.00 8. 27'RCP WIASTM C-443 JOINTS 434 L.F. 36.00 15,624.00 100% 0.00 9. 30'RCP 117 L.F. 37.00 4,329.00 100% 0.00 1D. 36'RCP WIASTM C-443 JOINTS 65 L.F. 4900 4,165.00 100% 0.00 11. 42'RCP 152 L.F. 50.D0 7,600.00 100% 0,00 12. 42"RCP WIASTM C-443 JOINTS 95 L.F. 48.00 4,560.00 100% 0.00 13. 48'MANHOLE W/FRAME&LID 18 EA. 1,050.00 10,900.00 100% 0.00 14. 60"MANHOLE W/FRAME&LID 13 EA. 1,400 00 18,200.00 100% 0.00 15. 72'MANHOLE W!FRAME&LID 1 EA. 2,000.00 2,000.00 100% 0.00 16. 84"MANHOLE W/FRAME&LID 1 EA. 3,000.00 3,000.00 100% 0,00 17. 48"CATCH BASIN WI FRAME&GRATE 10 EA. 1,200.00 12,000.00 100% 0.00 18. 24'INLET TYPE A W/FRAME&GRATE 15 EA. 800.00 9,000.0 100% 0.00 19. 15'RCP FLARED END SECTION 0 EA 650.00 0.00 100% 0.00 20, 42"RCP FLARED END SECTION 1 EA 2,000.00 2.000.0 1 OD% 0,00 21. SUMP CONNECTION 64 EA 0.00 0.0 iDD% 0.00 22. SELECT GRANULAR BACKFILL(MAINLINE) 590 L F. 10.00 5,800.OD 100% 0.00 23. TELEVISE STORM SEWER 4,535 L.F. 1.75 7,936.25 100% 0.00 TOTAL STORM SEWER S 196,245.25 $ - Work Product For D1tta:slon Puroosos Only E. PAVING,CURBS,SIDEWALK 1. 1-11T BIT,CONC.SURFACE COURSE CL I,MIX C (66'ROW130'&B) 6,237 S.Y. 3.15 19,646.55 0% 19,646.55 2 1-112"BIT.CONC.SURFACE COURSE CI_I,MIX C (AYROW134'B-B) 4,622 S.Y. 3.15 15,189.30 100% 0.00 3. 2.112'BITUMINOUS CONCRETE BINDER COURSE (66'ROW13V&B) 6,237 S.Y. 3100 18,711.00 100% 0.00 4. 4-112`BITUMINOUS CONCRETE BINDER COURSE (70'ROW134'&B) 4,822 S Y. 5100 24,110.00 100% 0.00 5. 10"AGGREGATE BASE COURSE (68'ROW130'&B) 6,237 S.Y. 7.50 46,777.50 100% 0,00 6. 12'AGGREGATE BASE COURSE (70'ROW134'&B) 4,622 S.Y. 9.00 43,398.00 100% 0,00 7. 5'WIDE-5"PCC SIDEWALK W12'AGGREGATE 26,865 S.F. 3.25 87,311.25 0% 87,311.25 8. 2'BIT.GONG.SURFACE COURSE CL I,MIX C (10'BIKE PATH) 13,894 S.F. 3.50 48,929.00 100% 0.00 9. 8"AGGREGATE BASE COURSE(10'BIKE PATH) 13,894 S.F. 6.00 83,364.00 100% 0.00 10. 10'AGGREGATE BASE COURSE (1'BIKE PATH SHOULDER) 13,094 S.F. 7.50 104,205.00 100% 0.00 11 B6.12 CONCRETE CURB&GUTTER WITH 4" AGGREGATE BASE 7,170 L.F. 8.75 62,737.50 100% 0.00 Q. BACKFILL CURBS 7,170 L.F 1 W 7,170.00 100% 0.00 13. FINE GRADE STREET SUBGRADE 11,059 S.Y. 0.75 8,29425 100% 0.00 TOTAL PAVING,CURBS,SIDEWALK $ 569,543.35 S 106,957.✓O F. STREET LIGHTING 1. STREET LIGHT 25'STANDARD,COMPLETE INCLUDE WIRE&TRENCHING,ETC. 11 EA. 4,5W.00 49500.00 D% 49500,00 TOTAL STREET LIGHTING S 49,500.00 S 49,500.00 G. LANDSCAPING 1. Street Trees' 24,558.00 0% 24,558.00 2. Buffer&Common Area 121,497.00 0% 121,497.00 3. Miscellaneous' 0 EA. 0.00 85,861.00 0% 85,861.00 "ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPING ;231,918.00 $231,916.00 SUMMARY A. EXCAVATION A GRADING NIA WA S. SANITARY SEWER 219,250.00 0.00 C. WATERMAIN 151,054 50 0.00 D. STORM SEWER 195,245 25 0.00 E. PAVING,CURBS,SIDEWALK 569,543.35 106,957.80 F. STREET LIGHTING 49,500.00 49,500.00 G. LANDSCAPING 231,916.00 231,918.00 TOTAL 1,417,609.10 388,373.80 Plus 10% 141,750.91 38,837.38 1,659,260.01 427,211.18 Curren(LOG 709,697.33 Amount of Completed Work 359,114.00 Amount of Required 21,611.00 Transfer Obligation to Land Purthaser 216,135.00 Issue Check to City 0,00 Eliminate LOG or Transfer Obligalion to Future Builder 112,837,33 WcA Product For Olawsslnn Purposes Only Units) Covered By -� r LOC 14 -- S591367 �� Development Status �' - j •; `k Binder l.:i r UM E7'fltWzl�t-'•` J f`4 A Unit za r ?� 10k tI eA Del. ter. 7[ 11,k- �tml M ,' -{ F Op i..�.3"x.J_6 T l I' T-fir LETTER OF CREDIT-15-5598664 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR UNIT 22 GRANDE RESERVE NORTH-NEIGHBORHOOD 5 PHASE 5-3(UNIT 22) YORKVILLE,ILLINOIS (BASED ON PLANS BY CGL,LTD.DATED 10/31)05) FILE:3405.05 eat 120605.xls DATE,12/DB/05 REVISION'05101/06 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT B. SANITARY SEWER 1. B"PVC SANITARY SEWER(SOR-26) 1,730 L.F. 20.00 34,600.00 0% 34600,00 2. 48"MANHOLE TYPE A WIFRAME&LID 10 EA. 1,950.00 19,500,00 0% 19,500,00 3. 6"SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-NEAR 58 EA. 360.00 20,180.00 0% 20,160.00 4. SELECT GRANULAR BACKFILL(CA-7) 215 L.F. 36.50 7,847.50 0% 7847.50 5. 6"SERVICE RISER 38 V.F 25.00 950.00 0% 950.00 S. CONNECTION TO EXISTING 1 EA. 500.00 500.00 0% 500.00 7. TELEVISE MAINS 1,730 L.F. 1.00 1,730.00 0% 1,730.00 TOTAL SANITARY SEWER $ 65,287.60 $ 65,287.50 C. WATERMAN 1. B"DUCTILE IRON WATER MAIN 1,713 L F. 21.00 35,973,00 0% 35,973.00 2. B"VALVE&BOX 6 EA. 1,000.00 8,000.00 0% 8000.00 4. 1"TYPE K COPPER SERVICE,NEAR 36 EA 300.00 10,800 00 0% 10,800.00 S. 1"TYPE K COPPER SERVICE,FAR 19 EA 600.00 11,400.00 0% 11,400.00 6. CONNECTION TO EXISTING 1 EA. 500.00 500.00 0% 500.00 7 FIRE HYDRANT 9 EA. 1,900.00 17,100.00 0% 17,100.00 TOTAL WATERMAIN $ 83,773.00 S 83,773.00 0. STORM SEWER 1. 12"RCP 736 L.F. 19.00 13,984 00 0% 13,984.00 2. 15"RCP 155 L.F. 20.00 3,100.00 0% 3,100.00 3 15"RCP WIASTM C-443 JOINTS 280 L.F 22.00 6,160.00 0% 6,160.00 4. 10"RCP WIASTM C-443 JOINTS 230 L.F. 26.00 5,980.00 0% 5,980.00 5. 46"MANHOLE W1 FRAME&LID 5 EA. 1,050.00 5,250.00 0% 5,250.00 6. 40"CATCH BASIN W/FRAME&GRATE 4 EA. 1,200.00 4,600.00 0% 4,800.00 7. 24"INLET TYPE A W/FRAME&GRATE 9 EA. 800.00 5,400.00 0% 5,400.00 e. SELECT GRANULAR BACKFILL(MAINLINE) 100 L.F. 10.00 1,000.00 0% 1,000.00 9. TELEVISE STORM SEWER 891 L.F. 1.75 1,559.25 0% 1,559.25 TOTAL STORM SEWER $ 47,233.25 S 47,233.25 Work Product For Discussion Punmes Onlr E. PAVING,CURBS,SIDEWALK 1 1-112"BIT.CONC.SURFACE COURSE CL I,MIX C (66'ROW/30'B-B) 2,958 S.Y. 3.15 9,317.70 0% 9,317.70 2. 2-112'BITUMINOUS CONCRETE BINDER COURSE (66'ROW(30'B-B) 2,958 S.Y. 3.00 8,874.00 0% 8,874.00 3. 10"AGGREGATE BASE COURSE (66'ROW130'B-B) 2,956 S Y. 7.50 22,185.00 0% 22,185.00 4. TEMPORARY PAVEMENT Z"SURFACE OVER B'AGGREGATE BASE COVER 130 S.Y. 9.50 1,235.00 0% 1,235.00 5. 5'WIDE-5'PCC SIDEWALK WI Z"AGGREGATE 9,000 S.F. 3.25 29,250.00 0% 29,250.00 6. RETAINING WALL 68 F.F. 25.00 1,700.00 0% 1,700.00 7. B6,12 CONCRETE CURB&GUTTER WITH 4" AGGREGATE BASE 1,860 L.F. 8.75 16,275.00 0% 16,275.00 B. BACKFILL CURBS 1,860 L.F 1.00 1,860.00 0% 1,860.00 9, FINE GRADE STREET SUBGRADE 986 S.Y. 0.75 739.50 0% 739,50 TOTAL PAVING,CURBS,SIDEWALK $ 91,436.20 $ 91,436.20 F. STREET LIGHTING 1. STREET LIGHT 25'STANDARD,COMPLETE INCLUDE WIRE X TRENCHING ETC 2 EA. 4,500.00 9,000.00 0% 9,000.00 TOTAL STREET LIGHTING $ 9,000.00 $ 9,000.00 G. LANDSCAPING 1. LANDSCAPING 53,636.00 0% 53,638.00 ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPING $53,636.00 $63,638.00 SUMMARY A. EXCAVATION&GRADING NIA NIA B. SANITARY SEWER 85,287.50 85,267.50 C. WATERMAIN 83,773.00 83,773.00 0. STORM SEWER 47,233.25 47,233.25 E. PAVING,CURBS,SIDEWALK 91,436.20 91,436.20 F. STREET LIGHTING 9,000.00 9,000.00 G. LANDSCAPING 53,638.00 53,638.00 TOTAL 370,367.95 370,367.95 Plus 10% 37,036.60 37,036.80 407,404.75 407,404.75 Current LOC 407,404.75 Amount of Completed Work 278,162.00 Amount of Required 10,249.00 Transfer Obligation to Lend Purchaser 118,993.75 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 0.00 Work Product ERr Digulsfon Purposes Only Units) Covered By ✓ r LOC — 15 — S598654 � Development Status ., Binder loot WSW pol >#t�.t-#+G5 �' l: ! r !��f Yf}I•T.^"""Tyr r �• � _ .:\_�{ /fib�� I* + _ — 1 i ,� •-�- ;,:-"`�iL fir►:�f s�� i �u' Adh €til�WaE �r 1 T e ; -fE.. ,t EA, i1 _•J~�'• Y. "� \�i ��; �E; yam— . _ Y ,-,..1 «A- -r- tea• E'^`� }, art Unit 225 I At LETTER OF CREDIT-16-S590433 ENGINEERS OPINION OF PROBABLE CONSTRUCTION COST FOR GRANDE RESERVE NORTH-NEIGHBORHOOD 1 MASS GRADING IMPROVEMENTS YORKVILLE,ILLINOIS (BASED ON ENGINEERING IMPROVE'ME'NT PLANS,PLAN DATE&225) FILE:3405.00 4 00 EROSION DATE:9112105 REVISED:10/13/05 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION&GRADING,NH 1 1. TOPSOIL EXCAVATION 170,680 C.Y. 1.60 273,086.00 35% 177,507.20 2. CLAY EXCAVATION 143,320 C.Y. 2.00 286,640.00 35% 186,316.00 3. TOPSOIL RESPREAD IN DETENTION BASINSIOPEN SPACE 70,735 C.Y. 1.95 137,933 25 50% 66,966.63 4. EMERGENT SEEDING I PLANTING IN DETENTION BASINS 0.43 AC. 17,500.00 7,52500 80% 1,505.00 5. WET PRAIRIE SEEDING I PLANTING DETENTION BASINS 2412 AC, 2,700.00 7,614.00 80% 1,522.80 6. PRAIRIE SEEDING 1 PLANTING DETENTION BASINS 1.61 AC, 2,700.00 4,34700 80% 869.40 7. EROSION CONTROL INCLUDING STRAW BALES DIVERSION DITCHES,WEEKLY MAINTENANCE, ETC, 1 L.S. 16,000.00 16,000.00 40% 9,600.00 8. SILT FENCE 14,321 L.F. 1.25 17,901.25 50% 8,950.63 TOTAL NH 3 EXCAVATION&GRADING $ 761,048.50 $ 455,237.65 D. STORM SEWER 1. 12"RCP 43 L.F 17.00 731.00 0% 731.00 2. 24"RCP 692 L.F. 28.00 19,376.00 0% 19,376.D0 3. 30"RCP 885 L F 35.00 30,975.00 0% 30,975.D0 4. 36'RCP 267 L.F. 46.00 12,282.00 0% 12,282.00 5. 60"MANHOLE Wl FRAME&LID 12 EA. 1,400.00 16,800.00 0% 16,800.D0 6. 12"RCP FLARED END SECTION W/GRATE 1 EA. 650.00 650.00 0% 650.00 7. 24"RCP FLARED END SECTION Wl GRATE 2 EA. 820.00 1,640.00 0% 1,640.00 B. 30"RCP FLARED END SECTION WIG RATE 1 EA- 1,200.00 1,200.00 0% 1,200.00 9. 36"RCP FLARED END SECTION Wl GRATE 2 EA. 1,300.00 2,600.00 0% 2,600.00 10. SPECIAL STROM STRUCTURE 2 EA. 5,000.00 10,000.00 0% 10,000.00 11. SELECT GRANULAR BACKFILL(MAINLINE) 40 L.F. 15.00 600.D0 0% 600.00 TOTAL STORM SEWER $ 96,854.00 $ 96,854.00 Work Product For Dlscusslon Purposes Only SUMMARY A. EXCAVATION d GRADING 751,048.50 455,237.65 B. STORM SEWER 96,854.00 96,554 00 TOTAL 847,902.60 552,091.65 Plus 10% 64,79025 55,209.17 932,692.75 607,300.62 Current LOC 654,912.65 Amount of Completed Work 0,00 Amount of Required 0,00 Transfer Obligation to Land Purchaser 0,00 Issue Check to City 20,000.00 Eliminate LOC or Transfer Obligation to Future Builder 634,912.65 Work Product For Discussion Purposes Only lk N• Unit(s) Covered By Y.r f. ` LOC 16 — 5590433 - ' ` r�" ►. Development Status - I I Unit 27 Unit 23 Varies by Phase �iiJ$ iRutr3'1 s It�'f r Unit 26 Opt- L ♦F n, ,yv ,��' �j': * l ,i tt ter--'°�"��Y' ��r f 'K'L•'•a- �,¢� �" t5f 'C'e�+h�at4w ,`'- ,, •��`<rr�.r�' � r Wt� '�- J`F �_— Y7 T LETTER OF CREDIT-17-5594363 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR GRANDE RESERVE NORTH NEIGHBORHOOD 1 PHASE 1-1(UNIT 23) YORKVILLE,ILLINOIS FILE:3405.01 FINAL 060746.)ds DATE:060706 REVISED: 08!03108 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT B. SANITARY SEWER 1. 8'PVC SANITARY SEWER(SDR-26) 2,547 L.F. 20.00 50,940.00 100% 0.00 2. 8-PVC SANITARY SEWER(SDR 21) 902 L.F. 26.00 25,792.00 10096 0.00 3. 8"PVC SANITARY SEWER(DR 18) 1,239 L.F. 36.00 44,604.00 100% 0.00 4. t2'PVC SANITARY SEWER(SDR 21) 210 L.F, 40.00 8,400.00 100% 0,00 5. 48"MANHOLE TYPE A WIFRAME&LID 30 EA, 1,950.00 58,500.00 100% 0.00 5. 48'MANHOLE TYPE A WIFRAME&LID,DROP CONNECTION 3 EA 3,500.00 10,500.00 100% 0.00 7, 6'SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-NEAR 54 EA 360.00 19,440.00 10D% 0.00 8. 6"SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-FAR 64 EA. 1,200.00 76,800,00 100% 0 00 9. 6'SERVICE RISER 145 V.F. 25.00 3,625.00 100% 0.00 10. CONNECT TO EXISTING 12"STUB t EA. 500.00 500.0 100% 0.00 11. PLUG&STUB FOR FUTURE CONNECTION 1 EA 250.00 250.00 100% 000 12. SELECT GRANULAR BACKFILL(CA-7) 1,715 L.F. 36,50 62,597.50 100% 0.00 11 TELEVISE MAINS 4,988 L.F. 1.00 4,988.00 100% 0.00 TOTAL SANITARY SEWER S 368,936.SO $ C. WATER MAIN t. 6"DUCTILE IRON WATER MAIN 146 L.F. 18.00 2,028.00 IDD% 0.00 2, 8'DUCTILE IRON WATER MAIN 7,252 L.F. 21.00 152,502.00 1DD% 0.00 3. 8'PLUG&STUB 3 EA. 250.00 750.00 100% 0.00 4. 8"VALVE&BOX 24 EA 1,000.00 24,000.00 100% 0.00 S. 1"TYPE K COPPER SERVICE,NEAR 48 EA 300,00 14,400.00 100% 0.00 8. 1'TYPE K COPPER SERVICE,FAR 70 EA 600 00 42,000.00 100% 0,00 7. FIRE HYDRANT 22 EA, 1,900.0 41,600.00 100% 0.00 9, DEPRESS WATER MAIN 24 EA. 500.00 12,000.00 100% 0.00 10. CONNECT TO EXISTING WATER MAIN 1 EA, 500.00 500.00 100% 000 11. SELECT GRANULAR BACKFILL(MAINLINE) 1,351 EA. 17.50 23,642,50 100% 0.00 TOTAL WATER MAIN $ 714,222.50 i WoA Product For Oismssion Purposes On D. STORM SEWER 1. 4"PVC SUMP SERVICES 2,373 L.F. 12.00 28,476.00 100% 0.00 2. S'PVC FOR SUMP CONNECTION 1,584 L.F. 20.00 31,680,00 100% 0.00 3 12'RCP 2,289 L.F. 19.00 43,491.00 100% 0.00 4, 12'RCP Wl ASTM 0-443 JTS, 631 L.F. 20.00 12,620.00 100% 0.00 5. 15'RCP 1,108 LF 20.00 22,160.00 100% 0.00 6. 15'RCP WIASTM C-443 JTS. 250 L.F. 22.00 5,500.00 100% Q00 7. 18'RCP 864 LF 24.00 20,736.00 100% 0.00 8. 18'RCP W1 ASTM C-443 JTS, 199 L.F. 2600 5,174.00 100% 0.00 9. 21'RCP 813 LF 26.00 21,136.00 100% 0,00 10. 24"RCP 765 LF 30.00 22,950.00 100% 0.00 11. 27"RCP 1,448 LF 33.00 47,784.00 10096 0.00 12. 30'RCP 211 LF 37.00 7,807.00 100% 0.00 13. 3D"RCP WIASTM C-443 JOINTS 160 L.F. 40.00 6,400.00 100% 0.00 14. 36'RCP 1,801 L.F. 46.00 82,646.00 100% 0.00 15. 38"RCP WIASTM C-443 JOINTS 174 L.F. 49.00 6,526.00 100% 0.00 16. 42'RCP 1,021 L.F. 60.00 61,260.00 100% 0.00 17. 42'RCP Wl ASTM C-443 JTS. 139 L.F. 64.D0 6,896.00 100% 0,00 18. 48'MANHOLE Wl FRAME&LID 25 EA. 1,050.00 26,250.00 100% 0.00 19. 60"MANHOLE Wl FRAME&LID 36 EA. 1,400,00 50,400,00 100% 0,00 20, 72'MANHOLE WIFRAME&LID 9 EA. Z,ODO.00 16,000.00 100% 0.00 21. 84'MANHOLE WIFRAME&LID 6 EA 3,000.00 18,000.00 100% 0.00 22. 96"MANHOLE WIFRAME&LID 5 EA. 4,200.W 21,000.00 100% 0.00 23. 108'MANHOLE WIFRAME&LID 2 EA. 5,500.00 11,000.00 100% 0.00 24. 4'x f SLOPE GRATE RESTICTOR STRUCTURE 1 EA. 2,500.00 2,500.00 100% 0.00 25. 48"CATCH BASIN Wf FRAME&GRATE 33 EA. 1,200.00 39,600.00 100% 000 26. 60'CATCH BASIN Wf FRAME&GRATE 4 EA. 1,500.00 6,000.00 100% 0.00 27. 24'INLET TYPE A W!FRAME&GRATE 47 EA. 600.00 28,200.00 100% 0.00 28. 12"RCP FLARED END SECTION WI GRATE 1 EA 500 00 500,00 100% 0,00 29. 24'RCP FLARED END SECTION Wf GRATE 1 EA. 700.00 700.00 100% 0,00 30. 27'RCP FLARED END SECTION WI GRATE 1 EA. 820.00 820.00 100% 0.00 31. 38"RCP FLARED END SECTION Wf GRATE 1 EA. 1,500.00 1,500.00 100% 0.00 32. 42'RCP FLARED END SECTION Wl GRATE 2 EA. 2,00100 4,000.00 100% 0.00 33. CONNECT TO EXISTING 1 EA. 300,00 300.00 100% 0.00 34. SELECT GRANULAR RACMLL(MAINLINE) 1,305 L.F. 10.00 13,050.00 100% 0.00 35. TELEVISE STORM SEWER 11,873 L.F. 115 20,777.75 100% 0.00 TOTAL STORM SEWER 5 700,041.75 $ - Work Prodod For Dk vwWon Pnroases On E. PAVING,CURBS,SIDEWALK 1. 1-1l2'BIT.CONC.SURFACE COURSE CL I,MIX 27,951 S Y. 3.15 C 88,045.85 0% 88,045.05 2. 2-112'BITUMINOUS CONCRETE BINDER 20,746 S.Y. 3.00 COURSE 62,238.00 100% 0.00 3. 4-112'BITUMINOUS CONCRETE BINDER 7,205 S.Y. 5.00 COURSE 36,025.00 100% 0.00 4. 10'AGGREGATE BASE COURSE 20,746 S.Y. 7.50 155,595.00 100% 0.00 5. 12'AGGREGATE BASE COURSE 7,205 S.Y. 9.00 84,84500 100% 0.00 6. S WIDE-5'PCC SIDEWALK WI 2' 67,589 S.F. 3.25 218,664.25 5% 208,881.04 7. 10'WIDE BIKE PATH-2'BIT.SURFACE WI B' 7,510 S.F. 950 AGGREGATE BASE COURSE 71,343.94 100% 0.00 8. 86,12 CONCRETE CURB&GUTTER WITH 4' AGGREGATE BASE 13,969 L.F. 8.75 122,22815 100% 0.00 9. REVERSE PITCH CONCRETE CURB&GUTTER WITH 4'AGGREGATE BASE 3,853 L.F. 8.75 33,713.75 100% 0.00 10. GEOTEXTILE FABRIC 27,951 5 Y. 1.20 33,541 20 100% 0.00 11. BACKFILL CURBS 17,822 LF. 1.00 17,822.00 100% 0.00 12. FINE GRADE STREET SUBGRADE 27,951 S.Y. 0.75 20,983.25 100% 0.00 13. 2'PVC ELECRTICAL SLEEVES 72 L.F. 14.50 1,044.00 100% 0.00 14. S PVC IRRIGATION SLEEVES 81 L.F. 18.00 1,458.00 100% 0.00 TOTAL PAVING,CURBS,SIDEWALK $928,52739 S296,726.89 F.STREET LIGHTING 1 STREET LIGHT 26 STANDARD,COMPLETE INCLUDE WIRE&TRENCHING,ETC. INCLUDE WIRE&TRENCHING ETC, 23 F-A. 3,000,00 69,000.00 90% 6,900.00 1. DOUBLE MAST STREET LIGHT 26 STANDARD, COMPLETE INCLUDE WIRE&TRENCHING, INCLUDE WIRE&TRENCHING ETC. 4 EA. 6,000.00 24,000.00 9D% 2,400.00 TOTAL STREET LIGHTING $ 93,000.00 $ 9,300.00 SUMMARY A. EXCAVATION&GRADING WA NIA B. SANITARY SEWER 366,936,50 0.00 C. WATERMAIN 314,222.50 0.00 D. STORM SEWER 700,041.75 0.00 E. PAVING,CURBS,SIDEWALK 928,527.79 296,726.69 F. STREET LIGHTING 93,000.00 9,300,00 TOTAL 2,402,720.54 306,026.69 Plus 10% 240,272.85 30,602.67 2,643,001.40 336,629.38 Current LOC 713,701.91 Amount of Completed Work 04,472.00 Amount of Required 96,850.00 Transfer Obligation to Lard Purchaser 217,847.00 Issue Check to City 0,00 Eliminale LOC or Transfer Obligation to Future Budder 314,532,91 Work fty4un For Phan0on Puroom On `. + Unit(s) Covered By LOC — 17 — S594383 r A- v J)--1;!! Development Status *' -- •. it rt Unit 23 Binder (fr 1S- 4YI �s � FI Oft• �� kA JI Old Ott Dri- _� l5``� .r'°• F"' -� .�� .-fir LfVx LETTER OF CREDIT-18-S594384 LANDSCAPE ARCHITECT OPINION OF PROBABLE CONSTRUCTION COST FOR UNIT 23 GRANDE RESERVE NORTH-NEIGHBORHOOD 1 &2 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST G. LANDSCAPING 1. LANDSCAPING 760,942.00 20% 506,753,60 ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPING $760,942.00 $608,753.60 Plus 10% 76,094.20 60,875,38 837,036.20 669,628.96 Current LOC 837,036,20 Amount of Completed Work 152,188.00 Amount of Required 0,00 Transfer Obligation to Land Purchaser 684,848,20 Issue Check to City 0,00 Eliminate LOC or Transfer Obligation to Future Budder 0.00 WorkPrnduct For Otscussron Purposes Only Units) Covered By LOC 18 -- S594384 - .c' 1`s►._ + } Develo ment Status �. .'; -; F :` '�- zr.': �� • ;`I ::� ��. Unit 23 Binder 00hprrti 'f^r i Spat Del. ,�� it �,. ,.,J ��eelh F'• .�'" �—� �� -1. ice• r '�:#' .sr r• `1 F .l LI,11- S LETTER OF CREDIT-19-S590434 ENGINEERS OPINION OF PROBABLE CONSTRUCTION COST FOR GRANDE RESERVE NORTH-NEIGHBORHOOD 2 MASS GRADING IMPROVEMENTS YORKVILLE,ILLINOIS (BASED ON ENGINEERING IMPROVEMENT PLANS,PLAN DATE W&05) FILE:3405.00-4 00 EROSION DATE:9112105 REVISED:10113/05 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST B. EXCAVATION&GRADING 1. TOPSOIL EXCAVATION 42,655 C.Y. 1.60 66,246.00 100% 0.00 2. CLAY EXCAVATION 10,350 C.Y. 2.00 20,700.00 100% 0.00 3. TOPSOIL RESPREAD IN DETENTION BASINSIOPEN SPACE 11,350 C.Y. 1.95 22,132.50 80% 4,426.50 4. EROSION CONTROL INCLUDING STRAW BALES DIVERSION DITCHES,WEEKLY MAINTENANCE, ETC. 1 L.S. 4,000,00 4,000.00 40% 2,400.00 5 SILT FENCE 1,700 L.F. 1.25 2,125.00 50% 1,062.50 TOTAL $ 117,206.50 $ 7,889.00 Plus 10% 11,720.55 788,90 128,926.05 8,677.90 Current LOC 25,075.38 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 0.00 Issue Check to City 10,000.00 Eliminale LOC or Transfer Obligation to Future Builder 15,075.38 Work Product For Discussion Purposes Only Lr Units) Covered By LOC 19 S590434 1' �..�1.r; ., Development Status � � � �• y.�� : ' Varies by Phase Sxrl�Yx! •� '' �' j 't ' r r 144 t I Unit 21 1 �_ }�I 4u'�1.+N 4]•I�fa_ r' �_ � ri''f.r�° '.'�.T I Unit 20 ills it I�qq�', �IP's� l S. 41_Li�• (.��1_�1.1 x��1�� -; a [ C/ry ® Memorandum 4 To: Bart Olson,City Administrator EST, -visas From: Brad Sanderson, EEI o r,I CC: Krysti Barksdale-Noble, Community Dev. Dir. Eric Dhuse, Director of Public Works K-119 C.- '� Lisa Pickering, Deputy City Clerk CE Date: November 9, 2011 Subject: Grand Reserve-Letter.of Credit Analysis This memo report is to summarize our findings of the analysis of the letter of credit proposal prepared by Hearthstone dated September 28, 2011. Below you will find Hearthstone's original comments shown in italicized text, followed by our recommendations in bold type. Attached are spreadsheets detailing our recommended LC values along with detailed punchlists. Summary of Outstanding LC's LC 1 -5604197 Current Amount 450 00.0 • This is a houseline letter of credit for Units S, 14, 18, 20, 21, 22, 25, 26 & 27 to guarantee the completion of property corners, driveways and landscaping after each home is constructed. This LC should be replaced by the purchaser/builder as it only relates to home construction. We are in agreement with the proposal. LC 2-S585960 CurrentAmount-$31,68 • This is for mass grading of Unit 12 which is listed at 100% complete except for erosion control. The letter of credit has already been reduced to 15% of the original amount per the annexation agreement. Since all of the work is complete and there is no warranty obligation to the City, this LC should be released. We are recommending that a $10,000 cash payment be made to guarantee maintenance such a mowing and erosion control. Since maintenance responsibility will transfer to the purchaser/builder, this would become their obligation. We recommend that the LC not be released at this point, due to lack of record drawings to confirm detention volumes and concern over the condition of the stormwater basins. To date, only one monitoring report (three required) has been prepared. Please refer to the attached punchlist letter for additional detail. Once the punchlist items are addressed, these improvements could be accepted. Please note that after acceptance, a one-year maintenance guarantee in the amount of 10% of the approved EOPC must be on file with the City. LC 3-S587587 Current Amount-$46,,055 This is for outfall storm sewer for Unit 12 which is listed as 100% complete. The LC has already been reduced to 15% of the original amount plus 110% of the remaining work per the annexation agreement. Since all of the work is complete and there is no warranty obligation to the City this LC should be released. We are recommending that a $10,000 cash payment be made to guarantee maintenance such as mowing and erosion control. Since maintenance responsibility will transfer to the purchaser/builder this would become their obligation. We recommend that the LC not be released at this point, due to lack of record drawings and remaining punchlist items. Please refer to the attached punchlist letter for additional detail. Once the punchlist items are addressed, these improvements could be accepted. Please note that after acceptance, a one-year maintenance guarantee in the amount of 10% of the approved EOPC must be on file with the City. LC 4-S585959 Current Amount$41,688 • This is for mass grading of Unit 13 which is listed as 100% complete except for erosion control. The LC has already been reduced to 15% of the original amount per the annexation agreement. Since all of the work is complete and there is no warranty obligation to the City, this LC should be released. We are recommending that a $10,000 cash payment be made to guarantee maintenance such as mowing and erosion control. Since maintenance responsibility will transfer to the purchaser/builder this would become their obligation. We recommend that the LC not be released at this point, due to lack of record drawings to confirm detention volumes and concern over the condition of the stormwater basins. To date, only one monitoring report (three required) has been prepared. Please refer to the attached punchlist letter for additional detail. Once the punchlist items are addressed, these improvements could be accepted. Please note that after acceptance, a one-year maintenance guarantee in the amount of 10% of the approved EOPC must be on file with the City. LC 5-S587890 Current Amount-$278,746 This is the development bond for Unit 12 to cover the infrastructure construction. The current amount of the LC is $278,746 but $110,292 of additional work has been completed since the last reduction. With the exception of the final surface coat of asphalt the remaining work to be completed under this LC is sidewalks and landscaping which will be constructed as each home is built in the future. We are recommending that the LC first be lowered by $110,000 for the additional work that has been completed and the remainder can be addressed as follows; complete the final lift of asphalt $9,324, transfer the obligation to complete the sidewalk and landscaping to the purchaser/builder $129,250 and eliminate $29,880 as remaining guarantee. We recommend that the LC be reduced, but not to the level suggested above due to lack of record drawings and remaining punchlist items. Please refer to the attached punchlist letter for additional detail. Once the punchlist items are addressed, these improvements could be accepted. Please note that after acceptance, a one-year maintenance guarantee in the amount of 10% of the approved EOPC must be on file with the City. LC 6-S594295 CurrentAmount-$21,000 This is a houseline letter of credit for Unit 12 to guarantee the completion of property comers, driveways and landscaping after each home is constructed This letter of credit should be replaced by the purchaser/builder as it only relates to home construction. We are in agreement with the proposal. LC 7-S587891_CurrentAmount-$371,870 This is the development bond for Unit 13 to cover the infrastructure construction. The current amount of the LC is $371,870 but $146,796 of additional work has been completed. With the exception of the final surface coat of asphalt the remaining work to be completed under this LC is sidewalks and landscaping which will be constructed as each home is built in the future. We are recommending that the LC first be lowered by $146,796 for the additional work that has been completed and the remainder can be addressed as follows; complete the final lift of asphalt$22,086, transfer the obligation to complete the sidewalk and landscaping to the purchaser/builder $92,272 and eliminate $110,716 as the remaining guarantee. We recommend that the LC be reduced, but not to the level suggested above due to lack of record drawings and remaining punchlist items. Please refer to the attached punchlist letter for additional detail. Once the punchlist items are addressed, these improvements could be accepted. Please note that after acceptance, a one-year maintenance guarantee in the amount of 10% of the approved EOPC must be on file with the City. LC 8-S594168 Current Amount-$31.500 This is a house line letter of credit for Unit 13 to guarantee the completion of property comers, driveways and landscaping after each home is constructed.. This letter of credit should be replaced by the purchaser/builder as it only relates to home construction. We are in agreement with the proposal. LC 9-S590245 Current Amount-$141,393 This is for mass grading of Units 14, 18, 19 & 25. Units 14, 18 & 19 are 100% complete and Unit 25 is rough graded and will not be developed in the future. The property was seeded and has vegetation for erosion control. The letter of credit has already been reduced to 18% of the original amount. Since all of the work is complete and there is no warranty obligation to the City this LC should be released. We are recommending that a $10.000 cash payment be made to guarantee maintenance such as mowing and erosion control. Since the maintenance responsibility will transfer to the purchaser/builder this would become their obligation. We recommend that the LC not be released at this point, due to lack of record drawings to confirm detention volumes and concern over the condition of the stormwater basins. To date, only one monitoring report (three required) has been prepared. In addition, the park site does not appear to be final graded. Unit 19 is also not platted. Please refer to the attached punchlist letter for additional detail. Once the punchlist items are addressed, these improvements could be accepted. Please note that after acceptance, a one-year maintenance guarantee in the amount of 10% of the approved EOPC must be on file with the City. LC 10-S591707 Current Amount-S226,73 • This is the development bond for Unit 14 to cover the infrastructure construction. The current amount of the LC is $226,732 but $81,228 of additional work has been completed. With the exception of the final surface coat of asphalt the remaining work to be completed under this LC is sidewalks and landscaping which will be constructed as each home is built in the future. We are recommending that the LC first be lowered by $81,228 for the additional work that has been completed and the remaining can be addressed as follows; complete the final lift of asphalt$13,018, transfer the obligation to complete the sidewalk and landscaping to the purchaser/builder $89,071 and eliminate $43,414 as the remaining guarantee. We recommend that the LC be reduced, but not to the level suggested above due to lack of record drawings and remaining punchlist items. Please refer to the attached punchlist letter for additional detail. Once the punchlist items are addressed, these improvements could be accepted. Please note that after acceptance, a one-year maintenance guarantee in the amount of 10% of the approved EOPC must be on file with the City. LC 11 -S590244 Current Amount-$98,430 This is for mass grading of Units 15 & 22 which is listed at 100% complete. The property was seeded and has vegetation for erosion control. Since all of the work is complete and there is no warranty obligation the City this LC should be released. We are recommending that a $10,000 cash payment be made to guarantee maintenance such a mowing and erosion control. Since the maintenance responsibility will transfer to the purchaser/builder this would become their obligation. We recommend that the LC not be released at this point, due to lack of record drawings to confirm detention volumes and concern over the condition of the stormwater basins. To date, only one monitoring report (three required) has been prepared. In addition, the park site does not appear to be final graded. Please refer to the attached punchlist letter for additional detail. Once the punchlist items are addressed, these improvements could be accepted. Please note that after acceptance, a one-year maintenance guarantee in the amount of 10% of the approved EOPC must be on file with the City. LC 12-S591705 Current Amount-$353,267 • This is the development bond for Unit 15 to cover the infrastructure construction. The current amount of the LC is $353,267 but $114,143 of additional work has been completed, With the exception of the final surface coat of asphalt the remaining work to be completed under this LC is sidewalks and landscaping which will be constructed as each home is built in the future. We are recommending that the LC first be lowered by $114,143 for the additional work that has been completed and the remainder can be addressed as follows; complete the final lift of asphalt$15,582, transfer the obligation to complete the sidewalk and landscaping to the purchaser/builder $117,998 and eliminate $105,544 as remaining guarantee. We recommend that the LC be reduced, but not to the level suggested above due to lack of record drawings and remaining punchlist items. Please refer to the attached punchlist letter for additional detail. Once the punchlist items are addressed, these improvements could be accepted. Please note that after acceptance, a one-year maintenance guarantee in the amount of 10% of the approved EOPC must be on file with the City. LC 13-S591366 Current Amount-$33,003 • This is a landscaping bond for Unit 19 related to the detention and wetland. There is a punch list that outlines corrections that need to be made. We recommend completing the punch list and posting the remaining amount for maintenance such as mowing and erosion control. We recommend that the LC not be released at this point, due to lack of record drawings to confirm detention volumes and concern over the condition of the stormwater basins. To date, only one monitoring report (three required) has been prepared. Please refer- to the attached punchlist letter for additional detail. Once the punchlist items are addressed, these improvements could be accepted. Please note that after acceptance, a one-year maintenance guarantee in the amount of 10% of the approved EOPC must be on file with the City. LC 14-S591367 Current Amount-$709,697 • This is the development bond for Unit 20 to cover the infrastructure construction. The current amount of the LC is $709,697 but $359,114 of additional work has been completed With the exception of the final surface coat of asphalt the remaining work to be completed under this LC is sidewalks and landscaping which will be constructed as each home is built in the future. We are recommending that the LC first be lowered by $359,114 for the additional work that has been completed and the remainder can be addressed as follows; complete the final lift of asphalt$21,611, transfer the obligation to complete the sidewalk and landscaping to the purchaser/builder $216,135 and eliminate $112,83 7 as the remaining guarantee. We recommend that the LC be reduced, but not to the level suggested above due to lack of record drawings and remaining punchlist items. Please refer to the attached punchlist letter for additional detail. Once the punchlist items are addressed, these improvements could be accepted. Please note that after acceptance, a one-year maintenance guarantee in the amount of 10% of the approved EOPC must be on file with the City. LC 15-S598664 CurrentAmount-$407L405 This is the development bond for Unit 22 to cover the infrastructure construction. The current amount of the LC is $407,405 but $278,162 of additional work has been completed. With the exception of the final surface coat of asphalt the remaining work to be completed under this LC is sidewalks and landscaping which will be constructed as each home is built in the future. We are recommending that the LC first be lowered by $278,162 for the additional work that has been completed and the remainder can be addressed as follows. Complete the final lift of asphalt $10,249, and transfer the obligation to complete the sidewalk and landscaping to the purchaser/builder$118,994. We recommend that the LC be reduced, but not to the level suggested above due to lack of record drawings and remaining punchlist items. Please refer to the attached punchlist letter for additional detail. Please note that after acceptance, a one-year maintenance guarantee in the amount of 10% of the approved EOPC must be on file with the City. LC 16-S590433 Current Amount-$654,913 • This is for mass grading of Units 23, 26 & 27. Unit 23 is 100% complete and Units 26 & 27 are rough graded and will not be developed in the future. The property was seeded and has vegetation for erosion control. Since all of the work is complete and there is no warranty obligation to the City, this LC should be released. We are recommending that a $10,000 cash payment be made to guarantee maintenance such as mowing and erosion control. Since the maintenance responsibility will transfer to the purchaser/builder this would be their obligation. We recommend that the LC not be released at this point, due to lack of record drawings to confirm detention volumes and concern over the condition of the stormwater basins. To date, only one monitoring report (three required) has been prepared. Easements need to be recorded. Please refer to the attached punchlist letter for additional detail. Once the punchlist items are addressed, these improvements could be accepted. Please note that after acceptance, a one-year maintenance guarantee in the amount of 10% of the approved EOPC must be on file with the City. LC 17 S594383 Current Amount-$713.702 • This is the development bond for Unit 23 to cover the infrastructure construction. The current amount of the LC is $713,702 but $83,472 of additional work has been completed. With the exception of the final surface coat of asphalt the remaining work to be completed under this LC is sidewalks and landscaping which will be constructed as each home is built in the future. We are recommending that the LC first be lowered by $83,472 for the additional work that has been completed and the remaining can be addressed as follows; complete the final lift of asphalt$96,850, transfer the obligation to complete the sidewalk and landscaping to the purchaser/builder $217,847 and eliminate $315,533 as the remaining guarantee. We recommend that the LC be reduced, but not to the level suggested above due to lack of record drawings and remaining punchlist items. Please refer to the attached punchlist letter for additional detail. Galena Road Improvements are not completed. Please note that after acceptance, a one-year maintenance guarantee in the amount of 10% of the approved EOPC must be on file with the City. LC 18-S594384 Current Amount-$837,036 • This is the development bond for Unit 23 to cover the landscape construction. The current amount of the LC is $837,036 but $152,188 of additional work has been completed All of the remaining work is for landscaping which will be installed as each home is constructed. We are recommending that the LC first be lowered by $152,188 for the additional work that has been completed and the remainder be transferred to the purchaser/builder$684,848. We recommend that the LC be reduced, but not to the level suggested above. Please refer to the attached punchlist letter for additional detail. LC 19-S590434 Current Amount-$25,075 • This is for mass grading for Unit 20 which is 100% complete and Unit 21 which is rough graded and will not be developed in the future. The property was seeded and has vegetation for erosion control. Since all of the work is complete and there is no warranty obligation to the City, this LC should be released. We are recommending that a $10,000 cash payment be made to guarantee maintenance such as mowing and erosion control. Since the maintenance responsibility will transfer to the purchaser/builder this would become their obligation. We recommend that the LC not be released at this point, due to lack of record drawings to confirm detention volumes and concern over the condition of the stormwater basins. To date, only one monitoring report (three required) has been prepared. Easements need to be recorded. Please refer to the attached punchlist letter for additional detail. Once the punchlist items are addressed, these improvements could be accepted. Please note that after acceptance, a one-year maintenance guarantee in the amount of 10% of the approved EOPC must be on file with the City. If you have any questions or require additional information, please call. Grande Reserve LOC Summary and Status-EEI Recommendation November 9,2011 Eliminate LOC EEI EEI Amount Transfer Issue or'iransfer LOC Project Description Current Recommended Recommended of Required Obligation to Check to Obligation LOC NUMBER units Status Amount Amount Reduction Work BA Land Purchaser City to Future Builder 5,14,15,1.8,20, 1 S604197 21,22,25,26,27 Houseline $50,000 $50,000 $0 $0 $50,000 $0 $0 2 5585960 12 Ponds not Complete $31,689 $31,689 $0 $0 $31,689 $0 $0 3 5587587 12 outfall Storm Sewer $46,055 $37,374 $8,681 $0 $37,374 $0 $0 4 5585959 13,19 Ponds not Complete $41,688 $41,688 $0 $0 $41,688 $0 $0 5 S587890 12 Binder $278,746 $127,200 $151,546 $9,324 $127,200 $0 $0 6 5594295 12 Houseline $21,000 $21,000 $0 $0 $21,000 $0 $0 7 5587891 13 Binder $371,870 $188,576 $183,294 $22,086 $188,576 $0 $0 8 5594168 13 Houseline $31,500 $31,500 $0 $0 $31,500 $0 $0 9 5590245 14,18,19,25 Ponds not Complete $141,393 $141,393 $0 $0 $141,393 $0 $0 10 S591707 14 Binder $226,732 $147,431 $79,301 $13,018 $147,431 $0 $0 11 5590244 15,22 Ponds not Complete 1 $98,430 $98,430 $0 $0 $98,430 $0 $0 12 S591705 15 Binder $353,267 $248,631 $104,636 $15,582 $248,631 $0 $0 13 S591366 19 Landscaping $33,003 $33,003 $0 $33,003 $33,003 $0 $0 14 S591367 20 Binder $709,697 $393,647 $316,051 $21,611 $393,647 $0 $0 15 5598664 22 Binder 1 $407,405 $145,385 $262,020 $10,249 $145,385 $0 $0 16 5590433 23,26,27 Ponds not Complete $654,913 $100,000 $554,913 $0 $100,000 $0 $0 17 5594383 23 Binder $713,702 $563,944 $149,758 $96,850 $563,944 $0 $0 18 S594384 23 Landscaping $837,036 $783,770 $53,266 $0 $783,770 $0 $0 19 5590434 20,21 Varies $25,075 1 $25,075 1 $0 $0 $25,075 $0 $0 TOTAL $5,073,201 1 $3,209,737 1 $1,863,464 $221,723 $3,209,737 $o $0 LETTER OF CREDIT-1 -S604197 HOUSELINE BOND ALL UNITS GRANDE RESERVE NORTH ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST 1. HOUSELINE BOND 50,000.00 0% $50,000.00 n TOTAL $50,000.00 $50,000.00 Plus 10% 50,000.00 50,000.00 Current LOC 50,000.00 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 50,000.00 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 0.00 LETTER OF CREDIT-2-S585960 ENGINEERS OPINION OF PROBABLE CONSTRUCTION COST FOR Unit 12 GRANDE RESERVE NORTH-NEIGHBORHOOD 3&5 MODEL AREA MASS GRADING IMPROVEMENTS YORKVILLE,ILLINOIS (BASED ON ENGINEERING IMPROVEMENT PLANS,PLAN DATE 8126105) FILE:3405.00-4 00 EROSION DATE:9112/05 REVISED:10/13/05 Revised:1/10/06 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNITPRICE g�ggNSION COMPLETE COST B. EXCAVATION&GRADING,NH 5(UNIT 12)INCLUDING DETENTION BASIN 8N 1. TOPSOIL EXCAVATION 15,535 C.Y. 1.60 24,856.00 100% 0.00 2. CLAY EXCAVATION 57,316 C.Y. 2.00 114,632.00 100% 0.00 3. TOPSOIL RESPREAD IN DETENTION BASINS/OPEN SPACE 11,251 CM 1.95 21,939.45 100% 0.00 4. EMERGENT SEEDING I PLANTING IN DETENTION BASINS 0.3 AC. 17,500.00 6,07600 3,038.00 5. WET PRAIRIE SEEDING/PLANTING DETENTION BASINS 3.6 AC. 2,700.00 9,757.75 4,878.87 6. PRAIRIE SEEDING/PLANTING DETENTION 06 AC. 2,700.00 1,640.06 BASINS 820.03 7. CONSTRUCTION ENTRANCE 1 EA. 2,50000 2,500.00 100% 0.00 8. EROSION CONTROL INCLUDING STRAW BALES DIVERSION DITCHES,WEEKLY MAINTENANCE, 1 L.S. 5,000.00 5,000.00 1,250.00 9. SILT FENCE_ 3,033 L.F. 1.25 3,791.25 100% 0.00 TOTAL 190,192.51 9,986.90 Plus 10% 19,019.25 998.69 209,211.76 10,985.59 Current LOC 31,688,59 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 0.00 Issue Check to City 10,000.00 Eliminate LOC or Transfer Obligation to Future Builder 21,688.59 Remaining Work 10,985.59 Retainage(15%) 28,528.88 EEI Recommend LOC Value 31,688.59 Possible Reduction Value LETTER OF CREDIT-3-S587587 ENGINEERS OPINION OF PROBABLE CONSTRUCTION COST FOR Unit 12 GRANDE RESERVE NORTH-NEIGHBORHOOD 3&5 MODEL AREA Outtall Storm Sewer YORKVILLE,ILLINOIS (BASED ON ENGINEERING IMPROVEMENT PLANS,PLAN DATE 8126105) FILE:3405.00-4 00 EROSION DATE:9/12/05 REVISED:10/13/05 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST C.OUTFALL STORM SEWER 1. MANHOLE(60"DIA.) 9 EA. 1,800.00 16,200.00 100% 0.00 2. MANHOLE(72"DIA.) 2 EA. 2,800.00 5,600.00 100% 0.00 3. CATCH BASIN(60"DIA.) 2 EA. 1,500.00 3,000.00 100% 0.00 4. 30"FES W/GRATE 5 EA. 1,100.00 5,500.00 100% 0.00 5. 36"FES W/GRATE 1 EA. 1,300.00 1,300.00 100% 0.00 6. 12"RCP 14 L.F. 19.00 266.00 100% 0.00 7. 15"CMP 170 L.F. 28.00 4,760.00 100% 0.00 8. 15"RCP 21 L.F. 20.00 420.00 100% 0.00 9. 30"RCP 389 L.F. 42.00 16,338.00 100% 0.00 10. 36"RCP 2,616 L.F. 52.00 136,032.00 100% 0.00 11. SPECIAL STORM STRUCTURE 4 EA. 7,500.00 30,000.00 100% 0.00 12. SELECT GRANULAR TRENCH BACKFILL 127 L.F. 15.00 1,905.00 100% 0.00 13. CONNECT TO EXISTING MH 1 EA. 1,000.00 1,000.00 100% 0.00 14. RESTORATION 51 L.F. 200 10,200.00 100% 0.00 15. ROAD R.O.W.RESTORATION 2 EA. 3,750.00 7,500.00 100% 0.00 15. SEDIMENT PROTECTION _ 1 EA. 9,137.74 9,137.74 100% 0.00 TOTAL 249,158.74 0.00 Plus 10% 24,915.87 0.00 274,074.61 0.00 Current LOC 46,054.66 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 0.00 Issue Check to City 10,000.00 Eliminate LOC or Transfer Obligation to Future Builder 36,054.66 Remaining Work 0.00 Retainage(15%) 37,373.81 EEI Recommend LOC Value 37,373.81 Possible Reduction Value 8,680.85 LETTER OF CREDIT-4-S585959 ENGINEERS OPINION OF PROBABLE CONSTRUCTION COST FOR Unit 13&19 GRANDE RESERVE NORTH-NEIGHBORHOOD 3&5 MODEL AREA MASS GRADING IMPROVEMENTS YORKVILLE,ILLINOIS (BASED ON ENGINEERING IMPROVEMENT PLANS,PLAN DATE 8126105) FILE:3405.00-4 00 EROSION DATE:9/12/05 Revised:1110/06 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION&GRADING,NH 3 1. TOPSOIL EXCAVATION 37,416 C.Y. 160 59,865.60 100% 0.00 2. CLAY EXCAVATION 52,241 C Y. 2.00 104,482.00 100% 0.00 3. TOPSOIL RESPREAD IN DETENTION BASINS/OPEN SPACE 15,143 C Y. 1.95 29,528.85 100% 000 4. TEMPORARY SEEDING WITHIN DETENTION BASINS/ OPEN SPACES 4.71 AC. 1,300.00 6,123.00 100% 0.00 5. EMERGENT SEEDING/PLANTING IN DETENTION BASINS 0.2 AC 17,500.00 4,284,00 50% 2142.00 6, WET PRAIRIE SEEDING/PLANTING DETENTION BASINS 1.1 AC. 2,70000 3,083.67 50% 1541.84 7. PRAIRIE SEEDING I PLANTING DETENTION BASINS 0.4 AC 2,700.00 1,207.44 50% 603.72 8. CONSTRUCTION ENTRANCE 1 EA 2,500.00 2,500.00 100% 0.00 9. EROSION CONTROL INCLUDING STRAW BALES DIVERSION DITCHES,WEEKLY MAINTENANCE, ETC. 1 LS 10,000.00 10,000.00 75% 2500.00 10. SILT FENCE 6,787 L.F. 1.25 8,483.75 75% 2120.94 TOTAL 229,558.31 8,908.49 Plus 10% 22,955.83 890.85 252,514.14 9,799.34 Current LOC 41,688.28 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 0.00 Issue Check to City 10,000.00 Eliminate LOC or Transfer Obligation to Future Builder 31,688.28 Remaining Work 9,79934 Retainage(15%) 34,433.75 EEI Recommend LOC Value 41,688.28 Possible Reduction Value - LETTER OF CREDIT-5-S587890 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR Unit 12 GRANDE RESERVE NORTH-NEIGHBORHOOD 3&5 MODEL AREAS NEIGHBORHOOD 5 YORKVILLE,ILLINOIS (BASED ON PLANS BY CGL,LTD.DATED 8126105) FILE:3405.05 est 091205.xis DATE:9/12/05 REVISED:10/13/05 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT B. SANITARY SEWER 1. 8"PVC SANITARY SEWER(SDR-26) 1,081 L.F. 20.00 21,620.00 100% 0.00 2. 8"PVC SANITARY SEWER(SDR-21) 189 L.F. 30.00 5,670.00 100% 0.00 3. 48"MANHOLE TYPE A W/FRAME&LID 11 EA. 1,950.00 21,450.00 100% 0.00 4, 6"SANITARY SERVICE COMPLETE, INCLUDING TEE&SELECT GRANULAR BACKFILL-NEAR 20 EA. 450.00 9,000.00 100% 0.00 5_ 6"SANITARY SERVICE COMPLETE, INCLUDING TEE&SELECT GRANULAR BACKFILL-FAR 0 EA. 1,200.00 0.00 100% 0.00 6. 8"PLUG 3 EA. 250.00 750.00 100% 0.00 7. SELECT GRANULAR BACKFILL(CA07) 160 L.F. 36.50 5,840.00 100% 0.00 8. CONNECT TO EXISTING MANHOLE 1 EA. 1,500.00 1,500.00 100% 0.00 9. TELEVISE MAINS 1,270 L.F. 1.00 1,270.00 100% 0.00 TOTAL SANITARY SEWER $ 67,100.00 $ C. WATERMAN 1. 8"DUCTILE IRON WATER MAIN 1,186 L.F. 21.00 24,906.00 100% 0.00 2. 8"VALVE&BOX 3 EA. 1,000.00 3,000.00 100% 0.00 3. 8"X 16"PRESSURE CONNECTION W/60" VAULT 1 EA. 4,000.00 4,000.00 100% 0.00 4. 1"TYPE K COPPER SERVICE,NEAR 20 EA 300.00 6,000.00 100% 0.00 5. 1"TYPE K COPPER SERVICE,FAR 0 EA 600.00 0.00 100% 0.00 6. 8"PLUG 3 EA. 250.00 750.00 100% 0.00 7. FIRE HYDRANT 2 EA. 1,900.00 3,800.00 100% 0.00 8. FLUSHING FIRE HYDRANT 2 EA. 1,200.00 2,400.00 100% 0.00 9. SELECT GRANULAR BACKFILL(MAINLINE) 246 EA. 17.50 4,305.00 100% 0.00 TOTAL WATERMAIN $ 49,161.00 $ - D. STORM SEWER 1. 12"RCP 640 L.F. 16.00 10,240.00 100% 0.00 2. 12"RCP W/ASTM C-443 JOINTS 46 L.F. 18.00 828.00 100% 0.00 3. 15"CMP 84 L.F. 14.00 1,176.00 100% 0.00 4. 15"RCP 30 L.F. 17.00 510.00 100% 0.00 5. 18"RCP 40 L.F. 19.00 760.00 100% 0.00 6. 18"RCP W/ASTM C-443 JOINTS 157 L.F. 21.00 3,297.00 100% 0.00 7. 21"RCP 24 L.F. 25.00 600.00 100% 0.00 8. 24"RCP W/ASTM C-443 JOINTS 144 L.F. 30.00 4,320.00 100% 0.00 9. 27"RCP 54 L.F. 33.00 1,782.00 100% 0.00 10. 30"RCP 166 L.F. 38.00 6,308.00 100% 0.00 11. 30"RCP W/ASTM C-443 JOINTS 129 L.F. 40.00 5,160.00 100% 0.00 12. 36"RCP 168 L.F. 42.00 7,056.00 100% 0.00 13. 48"MANHOLE W/FRAME&LID 3 EA. 1,050.00 3,150.00 100% 0.00 14. 60"MANHOLE W/FRAME&LID 10 EA. 1,430.00 14,300.00 100% 0.00 15. 48"CATCH BASIN W/FRAME&GRATE 3 EA. 1,300.00 3,900.00 100% 0.00 16. 60"CATCH BASIN W/FRAME&GRATE 1 EA. 2,000.00 2,000.00 100% 0.00 17. 24"INLET TYPE A W/FRAME&GRATE 4 EA. 600.00 2,400.00 100% 0.00 18. 36"RCP FLARED END SECTION 1 EA 1,500.00 1,500.00 100% 0.00 19. 12'PLUG 3 EA. 250.00 750.00 100% 0.00 20. 15"PLUG 2 EA. 250.00 500.00 100% 0.00 21. 18"PLUG 2 EA. 250.00 500.00 100% 0.00 22. SELECT GRANULAR BACKFILL(MAINLINE) 390 L.F. 10.00 3,900.00 100% 0.00 23. TELEVISE STORM SEWER 2,357 L.F. 1.75 4,124.75 100% 000 TOTAL STORM SEWER $ 79,061.75 $ E. PAVING,CURBS,SIDEWALK 1. 1-1/2"BIT.CONC.SURFACE COURSE CL I, MIX C 2,691 S.Y. 3.15 8,476.65 0% 8,476.65 2. 2-1/2"BITUMINOUS CONCRETE BINDER COURSE 1,284 S.Y. 3.00 3,852.00 100% 0.00 3. 6"BITUMINOUS CONCRETE BINDER 1,407 S.Y. 5.00 7,035.00 100% 0.00 4. 10"AGGREGATE BASE COURSE 1,284 S.Y. 7.50 9,630.00 100% 0.00 5. 16"AGGREGATE BASE COURSE 1,407 S.Y. 12.00 16,884.00 100% 000 6. TEMPORARY PAVEMENT 2"SURFACE OVER 8"AGGREGATE BASE COVER 437 S.Y. 9.50 4,151.50 100% 000 7. 5'WIDE-5"PCC SIDEWALK W/2" AGGREGATE 8,620 S.F. 3.75 32,325.00 8,081.25 8. B6.12 CONCRETE CURB&GUTTER WITH 4" AGGREGATE BASE 2,021 L.F. 12.00 24,252.00 100% 0.00 9. REVERSE PITCH B61.2 CONCRETE CURB& GUTTER WITH 4"AGGREGATE BASE 703 L.F. 12.00 8,436.00 100% 0.00 10. GEOTEXTILE FABRIC 2,691 S.Y. 1.20 3,229.20 100% 0.00 11. BACKFILL CURBS 2,724 EA. 1.00 2,724.00 100% 0.00 12. FINE GRADE STREET SUBGRADE 2,691 S.Y 075 2,018.25 100% 0.00 TOTAL PAVING,CURBS,SIDEWALK $ 123,013.60 $ 16,557.90 F. STREET LIGHTING 1. STREET LIGHT 25'STANDARD,COMPLETE INCLUDE WIRE&TRENCHING.ETC. 3 EA. 4,500.00 13,500.00 1.00% 0.00 TOTAL STREET LIGHTING $ 13,500.00 - G. LANDSCAPING Street Trees 43,487.00 75% 10,871.75 Buffer&Common Area 90,536.00 75% 22,634.00 1. Miscellaneous ' 0 EA. 0.00 27,235.00 75% 6,808.75 ' ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPING $161,258.00 $40,314.50 SUMMARY A. EXCAVATION&GRADING N/A N/A B. SANITARY SEWER 67,100.00 0.00 C. WATERMAIN 49,161.00 0.00 D. STORM SEWER 79,061.75 0.00 E. PAVING,CURBS,SIDEWALK 123,013.60 16,557.90 F. STREET LIGHTING 13,500.00 0.00 G. LANDSCAPING 161,258.00 40,314.50 TOTAL 493,094.35 56,872.40 Plus 10% 49,309.44 5,687.24 542,403.79 62,559.64 Current LOC 278,745.82 Amount of Completed Work 110,292.00 Amount of Required 9,324.00 Transfer Obligation to Land Purchaser 129,250.00 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 29,879,82 Remaining Work 62,559.64 Retainage(15%) 73,964.15 Credit for Final Surface (9,324.00) EEI Recommend LOC Value 127,199.79 Possible Reduction Value 151,546.03 LETTER OF CREDIT-6-S594295 HOUSELINE BOND UNIT 12 GRANDE RESERVE NORTH ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EX-ENSION COMPLETE COST 1. HOUSELINE BOND 21,000.00 0% $21,000.00 TOTAL $21,000.00 $21,000.00 Plus 10% _ 21,000.00 21,000.00 Current LOC 21,000.00 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 21,000.00 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 0.00 LETTER OF CREDIT-7-S587891 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR Unit 13 GRANDE RESERVE NORTH-NEIGHBORHOOD 3&5 MODEL AREAS NEIGHBORHOOD 3 YORKVILLE,ILLINOIS (BASED ON PLANS BY CGL,LTD.DATED 8126105) FILE:3405.05 est 091205.xls DATE:9/12/05 REVISED:10113/05 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT B. SANITARY SEWER 1. 8"PVC SANITARY SEWER(SDR-26) 450 L.F. 20.00 9,000.00 100% 0.00 2. 8"PVC SANITARY SEWER(SDR-21) 560 L.F. 30.00 16,800.00 100% 0.00 3. 12"PVC SANITARY SEWER(SDR-21) 814 L.F. 40.00 32,560.00 100% 0.00 4. 48"MANHOLE TYPE A W/FRAME&LID 8 EA, 1,950.00 15,600.00 100% 0.00 5. 48"MANHOLE TYPE A W/FRAME&LID 1 EA. 3,500.00 3,50000 100% 0.00 6. INSTALL DROP STRUCTURE 1 EA. 5,000.00 5,000.00 100% 0.00 7, 6"SANITARY SERVICE COMPLETE, INCLUDING TEE&SELECT GRANULAR BACKFILL-NEAR 20 EA. 450.00 9,000.00 100% 0.00 8, 6"SANITARY SERVICE COMPLETE, INCLUDING TEE&SELECT GRANULAR BACKFILL-FAR 16 EA. 1,200.00 19,200.00 100% 0.00 9. 8"PLUG 2 EA. 250.00 500.00 100% 0.00 10. 12"PLUG 1 EA. 250.00 250.00 100% 0.00 11. OPEN CUT PAVEMENT 22 L.F. 100.00 2,200.00 100% 0.00 12. ROW RESTORATION 1 L.S. 2,500.00 2,500.00 100% 0.00 13. SELECT GRANULAR BACKFILL(CA07) 292 L.F. 36.50 10,658.00 100% 0.00 14. TELEVISE MAINS 1,824 L,F. 1.00 1,824.00 100% 0.00 TOTAL SANITARY SEWER $ 128,592.00 $ - C. WATERMAN 1. 8"DUCTILE IRON WATER MAIN 292 L.F. 21.00 6,132.00 100% 0.00 2. 10"DUCTILE IRON WATER MAIN 1,756 L.F. 25.00 43,900.00 100% 0.00 3. 8"PLUG 2 EA. 250.00 500.00 100% 0.00 4. 10"PLUG 1 EA. 250.00 250.00 100% 0.00 5. 8"VALVE&BOX 1 EA. 1,000.00 1,000.00 100% 0.00 6. 10"VALVE&BOX 5 EA. 2,500.00 12,500.00 100% 0.00 7. 10"X 16"PRESSURE CONNECTION W/60" VAULT 1 EA. 4,000.00 4,000.00 100% 0.00 8. CONNECT TO EXISTING 1 EA. 500.00 500.00 100% 0.00 9. 1"TYPE K COPPER SERVICE,NEAR 4 EA. 300.00 1,200.00 100% 0.00 10. 1"TYPE K COPPER SERVICE,FAR 32 EA. 600.00 19,200.00 100% 0.00 11. FIRE HYDRANT 6 EA. 1,900.00 11,400.00 100% 0.00 12 SELECT GRANULAR BACKFILL(MAINLINE) 260 EA. 17.50 4,550.00 100% 0.00 13. OPEN CUT PAVEMENT 26 L.F. 100.00 2,600.00 100% 0.00 14. ROW 1 L.S. 2,500.00 _ 2,500.00 100% 0.00 TOTAL WATERMAIN $ 110,232.00 $ D. STORM SEWER 1. 12"RCP 1,179 L.F. 16.00 18,864.00 100% 0.00 4. 15"RCP 220 L.F. 17.00 3,740.00 100% 0.00 5. 30"RCP 30 L.F. 38.00 1,140.00 100% 0.00 6. 30"RCP W/ASTM C-443 JOINTS 305 L.F. 50.00 15,250.00 100% 000 7. 36"RCP 729 L.F. 42.00 30,618.00 100% 0.00 8. 36"RCP W/ASTM C-443 JOINTS 147 L.F. 58.00 8,526.00 100% 0.00 13. 48"MANHOLE W/FRAME&LID 4 EA. 1,050.00 4,200.00 100% 0.00 14. 60"MANHOLE W/FRAME&LID 1 EA. 1,430.00 1,430.00 100% 0.00 72"MANHOLE W/FRAME&LID 6 EA. 2,000.00 12,000.00 100% 0.00 84"MANHOLE W/FRAME&LID 1 EA. 3,000.00 3,000.00 100% 0.00 15. 48"CATCH BASIN W/FRAME&GRATE 6 EA. 1,300.00 7,800.00 100% 0.00 16. 60"CATCH BASIN W/FRAME&GRATE 1 EA. 2,000.00 2,000.00 100% 0.00 17. 24"INLET TYPE A W/FRAME&GRATE 7 EA. 600.00 4,200.00 100% 0.00 18. 36"RCP FLARED END SECTION 2 EA 1,500.00 3,000.00 100% 0.00 20. 15"PLUG 1 EA. 250.00 250.00 100% 0.00 21. 30"PLUG 3 EA. 250.00 750.00 100% 0.00 22. SELECT GRANULAR BACKFILL(MAINLINE) 241 L.F. 10.00 2,410.00 100% 0.00 23, TELEVISE STORM SEWER 2,610 L.F. 1.75 4,567.50 100% 0.00 TOTAL STORM SEWER $ 123,745.50 $ E. PAVING,CURBS,SIDEWALK 1. 1-1/2"BIT.CONC.SURFACE COURSE CL I, MIX C 6,374 S.Y. 3.15 20,078.10 0% 20,078.10 2. 2-1/2"BITUMINOUS CONCRETE BINDER COURSE 3,336 S.Y. 3.00 10,008.00 100% 0.00 3. 4-1/2"BITUMINOUS CONCRETE BINDER COURSE 3,038 S.Y. 5.00 15,190.00 100% 0.00 4. 10"AGGREGATE BASE COURSE 3,336 S.Y. 7.50 25,020.00 100% 0.00 5. 12"AGGREGATE BASE COURSE 3,038 S.Y. 9.00 27,342.00 100% 0.00 6 TEMPORARY PAVEMENT 2"SURFACE OVER 8"AGGREGATE BASE COVER 344 S.Y. 9.50 3,268.00 100% 0.00 7. 5'WIDE-5"PCC SIDEWALK W/2" AGGREGATE 12,644 S.F. 3.75 47,415.00 70% 14,224.50 BIKE PATH 2"SURFACE W/8"STONE BASE 691 S.Y. 9.50 6,564.50 100% 0.00 8. 86.12 CONCRETE CURB&GUTTER WITH 4" AGGREGATE BASE 4,670 L.F. 12.00 56,040.00 100% 0.00 9. REVERSE PITCH 861.2 CONCRETE CURB& GUTTER WITH 4"AGGREGATE BASE 533 L.F. 12.00 6,396.00 100% 0.00 10. GEOTEXTILE FABRIC 6,374 S.Y. 1.20 7,648.80 100% 0.00 ti. BACKFILL CURBS 5,203 EA. 1.00 5,203.00 100% 0.00 12. FINE GRADE STREET SUBGRADE 6,374 S.Y. 0.75 4,780.50 100% 0.00 TOTAL PAVING,CURBS,SIDEWALK $ 234,953.90 $ 34,302.60 F. STREET LIGHTING 1. STREET LIGHT 25'STANDARD,COMPLETE NCLUDE WIRE&TRENCHING ETC 8 EA. 4,500.00 36 000.00 100% 0.00 TOTAL STREET LIGHTING $ 36,000.00 $ - G. LANDSCAPING 1• Street Trees° 35,229.00 70% 10,568.70 2. Buffer&Common Area i 89,403.00 70% 26,820.90 3. Miscellaneous` 0 EA. 0.00 37,662.00 70% 11,298.60 'ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPING $162,294.00 $48,688.20 SUMMARY A. EXCAVATION&GRADING N/A N/A B. SANITARY SEWER 128,592.00 0.00 C. WATERMAIN 110.232.00 0.00 D. STORM SEWER 123,745.50 0.00 E. PAVING,CURBS,SIDEWALK 234,953.90 34,302.60 F. STREET LIGHTING 36,000.00 0.00 G. LANDSCAPING 162,294.00 48,688.20_ TOTAL 795,817.40 82,990.80 Plus 10% 79,581.74 8,299.08 875,399.14 91,289.88 Current LOC 371,870.36 Amount of Completed Work 146,796.00 Amount of Required 22,086.00 Transfer Obligation to Land Purchaser 92,272.00 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 110,716.36 Remaining Work 91,289.88 Retainage(15%) 119,372.61 Credit for Final Surface (22,086.00) EEI Recommend LOC Value 188,576.49 Possible Reduction Value 183,293.87 LETTER OF CREDIT-8-S594168 HOUSELINE BOND UNIT 13 GRANDE RESERVE NORTH ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST 1. HOUSELINE BOND 31,500.00 0% $31,500.00 TOTAL $31,500.00 $31,500.00 Plus 10% 31,500.00 31,500.00 Current LOC 31,500 00 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 31,500.00 Issue Check to City 0.00 ECiminate LOC or Transfer Obligation to Future Builder 000 LETTER OF CREDIT-9-S590245 ENGINEERS OPINION OF PROBABLE CONSTRUCTION COST FOR UNIT 14,18,25&19 GRANDE RESERVE NORTH-NEIGHBORHOOD 3&5 MODEL AREA MASS GRADING IMPROVEMENTS YORKVILLE,ILLINOIS (BASED ON ENGINEERING IMPROVEMENT PLANS,PLAN DATE 8126105) FILE:3405.00-4 00 EROSION DATE:9/12/05 REVISED:10/13/05 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION&GRADING,NH 3 1. TOPSOIL EXCAVATION 88,860 C.Y. 1.60 142,176.00 100% 000 2. CLAY EXCAVATION 135,917 C.Y 2.00 271,834.00 100% 0.00 3. TOPSOIL RESPREAD IN DETENTION BASINS/OPEN SPACE 50,788 C Y 1.95 99,036.60 34,662.81 4. EMERGENT SEEDING I PLANTING IN DETENTION BASINS 0.6 AC. 17,500 00 10,500.00 5250.00 5. WET PRAIRIE SEEDING/PLANTING DETENTION BASINS 13.5 AC 2,700.00 36,450.00 18225.00 6. PRAIRIE SEEDING I PLANTING DETENTION BASINS 1.9 AC 2,700.00 5,130.00 2565.00 7. EROSION CONTROL INCLUDING STRAW BALES DIVERSION DITCHES,WEEKLY MAINTENANCE, ETC. 1 L.S. 10,000.00 10,000.00 50% 5,000.00 8. SILT FENCE 39,616 L.F. 1.25 49,519.48 75% 12,379 87 TOTAL 624,646.08 78,082.68 Plus 10% 62,464.61 7,808.27 687,110.68 85,890.95 Current LOC 141,393.37 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 0.00 Issue Check to City 10,000.00 Eliminate LOC or Transfer Obligation to Future Builder 131,393.37 Remaining Work 85,890.95 Retainage(15%) 93.696.91 EEI Recommend LOC Value 141,393.37 Possible Reduction Value - LETTER OF CREDIT-10-S591707 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR-UNIT 14 GRANDE RESERVE NORTH NEIGHBORHOOD 3 PHASE 3-2(UNIT 14) YORKVILLE,ILLINOIS FILE:3405.03finalest 0321056.xis DATE:03/21/06 REVISED: 05/05/06 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE _ EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT B. SANITARY SEWER 1. 8"PVC SANITARY SEWER(SDR-26) 188 L.F. 20.00 3,760.00 100% 0.00 2. 8"PVC SANITARY SEWER(SDR 26)ASTM 2241 369 L.F. 22.00 8,118.00 100% 0.00 3. 8"PVC SANITARY SEWER(SDR 21) 385 L.F. 26.00 10,010.00 100% 000 4. 48"MANHOLE TYPE A W/FRAME&LID 6 EA. 1,950.00 11,700.00 100% 0.00 5. 48"MANHOLE TYPE A W/FRAME&LID,DROP STRUCTURE 1 EA. 3,500.00 3,500.00 100% 0.00 6. 6"SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-NEAR 11 EA 360.00 3,960.00 100% 0.00 7. 6"SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-FAR 33 EA 1,200.00 39,600.00 100% 0.00 8. 6"SERVICE RISER 80 V.F. 25.00 2,000.00 100% 0.00 9. CONNECT TO EXISTING 8"SEWER 1 EA, 500.00 500.00 100% 0.00 10. SELECT GRANULAR BACKFILL(CA-7) 373 L.F. 36.50 13,614.50 100% 0.00 11. TELEVISE MAINS 942 L.F. 1.00 942.00 100% 0.00 TOTAL SANITARY SEWER $ 97,704.50 $ - C. WATER MAIN 1. 6"DUCTILE IRON WATER MAIN 51 L.F. 18.00 91800 100% 0.00 2. 8"DUCTILE IRON WATER MAIN 1,356 L.F. 21.00 28,476.00 100% 0.00 3. 8"PLUG&STUB 0 EA. 250.00 0.00 100% 0.00 4. 8"VALVE&BOX 2 EA. 1,000.00 2,000.00 100% 0.00 5. 1"TYPE K COPPER SERVICE,NEAR 44 EA 300.00 13,200.00 100% 0.00 6. 1"TYPE K COPPER SERVICE,FAR 0 EA 600.00 0.00 100% 0.00 7. FIRE HYDRANT 3 EA. 1,900.00 5,70000 100% 0.00 8. FLUSHING HYDRANT 0 EA. 900.00 0.00 100% 0.00 9. DEPRESS WATER MAIN 3 EA. 500.00 1,500.00 100% 0.00 10. CONNECT TO EXISTING WATER MAIN 1 EA. 500.00 500.00 100% 0.00 11 SELECT GRANULAR BACKFILL(MAINLINE) 128 EA. 17.50 2,24000 100% 0.00 TOTAL WATER MAIN $ 54,534.00 $ D. STORM SEWER 1. 8"PVC SUMP CONNECTION 979 L.F. 12.00 11,748.00 100% 0.00 2. 12"RCP 288 L.F. 19.00 5,472.00 100% 0.00 3. 12"RCP W/ASTM C-443 JTS. 104 L.F. 20.00 2,080.00 100% 0.00 4. 15"RCP 217 LF 20.00 4,340.00 100% 0.00 5. 15"RCP W/ASTM C-443 JTS. 151 LF. 22.00 3,322.00 100% 0.00 6. 18"RCP 82 LF 24.00 1,968.00 100% 0.00 7, 18"RCP W/ASTM C-443 JTS. 0 L.F. 26.00 0.00 100% 0.00 8. 21"RCP 302 LF 26.00 7,852.00 100% 0.00 9. 21"RCP W/ASTM C-443 JTS,. 0 L.F. 29.00 0.00 100% 0.00 10. 24"RCP 0 LF 30.00 0.00 100% 0.00 11. 27"RCP 443 LF 33.00 14,619.00 100% 0.00 12. 27"RCP W/ASTM C-443 JTS. 0 L.F. 36.00 0.00 100% 0.00 13. 30"RCP 617 LF 37.00 22,829.00 100% 0.00 14. 30"RCP W/ASTM C-443 JOINTS 149 LF. 40.00 5,960.00 100% 0.00 15 36"RCP 0 L.F. 47.00 0.00 100% 0.00 16. 42"RCP 0 LF. 60.00 0.00 100% 0.00 17. 48"MANHOLE W/FRAME&LID 4 EA. 1,050.00 4,200.00 100% 0.00 18, 60"MANHOLE W/FRAME&LID 7 EA. 1,400.00 9,800.00 100% 0.00 19. 72"MANHOLE W/FRAME&LID 2 EA. 2,000.00 4,000.00 100% 0.00 20 48"CATCH BASIN W/FRAME&GRATE 5 EA. 1,200.00 6,000,00 100% 0.00 21. 60"CATCH BASIN W/FRAME&GRATE 0 EA. 1,500.00 0.00 100% 0.00 22. 24"INLET TYPE A W/FRAME&GRATE 5 EA. 600.00 3,000.00 100% 0.00 23. 24"RCP FLARED END SECTION W/GRATE 0 EA. 1,500.00 0,00 100% 0.00 24 8"PVC CLEANOUT FOR SUMP CONNECTION 6 EA. 300.00 1,800.00 100% 0.00 25. 42"RCP FLARED END SECTION W/GRATE 0 EA. 1,500.00 0.00 100% 0.00 26. 36"PLUG 0 EA. 300.00 0.00 100% 0.00 27. CONNECT TO EXISTING 4 EA. 300.00 1,200.00 100% 0.00 28. SELECT GRANULAR BACKFILL(MAINLINE) 166 L.F. 10.00 1,660.00 100% 0.00 29 TELEVISE STORM SEWER 3,332 L.F. 1.75 5,831.00 100% 0.00 TOTAL STORM SEWER $ 117,681.00 $ " E. PAVING,CURBS,SIDEWALK 1 1-1/2"BIT.CONC.SURFACE COURSE CL I,MIX 3,757 S.Y. 115 11,834,55 C 0% 11,834.55 2. 2-1/2"BITUMINOUS CONCRETE BINDER 3,757 S.Y. 3.00 11,271.00 COURSE 100% 0.00 3. 10"AGGREGATE BASE COURSE 3,757 S.Y. 7.50 28,177.50. 100% 0.00 4. 5'WIDE-5"PCC SIDEWALK W/2"AGGREGATE 9,015 S.F. 3.25 29,298.75 50% 14,649.38 5. B6.12 CONCRETE CURB&GUTTER WITH 4" AGGREGATE BASE 1,670 L.F. 8.75 14,612.50 100% 0.00 6. REVERSE PITCH CONCRETE CURB&GUTTER WITH 4"AGGREGATE BASE 506 L.F. 8.75 4,427.50 100% 0.00 7. GEOTEXTILE FABRIC 3,757 S Y 1.20 4,508.40 100% 0.00 8. BACKFILL CURBS 2,176 L F. 1 00 2,176.00 100% 0.00 9. FINE GRADE STREET SUBGRADE 3,757 S . 0.75 2,817.75 100% 0.00 TOTAL PAVING,CURBS,SIDEWALK $109,123.95 $26,483.93 F.STREET LIGHTING 1 S`f REET LIGHT 25'STANDARD,COMPLETE INCLUDE WIRE&TRENCHING.ETC. INCLUDE WIRE&TRENCHING ETC. 5 EA 3000.00 15,000.00 100% 0.00 TOTAL STREET LIGHTING $ 15,000.00 $ - G. LANDSCAPING 1 Street Trees 16,822.00 50% 8,411.00 2 Buffer&Common Area" 17,801.00 50% 8,900.50 3. Miscellaneous' 0 EA. 0.00 68,535.00 50% 34,267.50 ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPtNO $103,158.00 $51,579.00 SUMMARY A. EXCAVATION&GRADING N/A N/A B. SANITARY SEWER 97,704.50 0.00 C. WATERMAIN 54,534.00 0.00 D. STORM SEWER 117,681.00 0.00 E. PAVING,CURBS,SIDEWALK 109,123.95 26,483.93 F. STREET LIGHTING 15,000.00 0.00 G. LANDSCAPING 103,158.00 51,579.00 TOTAL 497,201.45 78,062.93 Plus 10% 49,720.15 7,806.29 546,921.60 85,869.22 Current LOC 226,731.97 Amount of Completed Work 81,228.00 Amount of Required 13,018.00 Transfer Obligation to Land Purchaser 89,071.00 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 43,414.97 Remaining Work 85,869.22 Retainage(15%) 74,580 22 Credit for Final Surface (13,018.00) EEI Recommend LOC Value 147,431 44 Possible Reduction Value 79,300.54 LETTER OF CREDIT-11 -S5902" ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR UNIT 15&22 GRANDE RESERVE NORTH-NEIGHBORHOOD 3&5 MODEL AREAS NEIGHBORHOOD 5 YORKVILLE,ILLINOIS (BASED ON PLANS BY CGL,LTD.DATED 8126105) FILE:3405.05 est 091205.x1s DATE:9/12/05 REVISED:10/13/05 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT A. EXCAVATION&GRADING,NH 3 1. TOPSOIL EXCAVATION 132,048 C.Y. 1.60 211,276.80 100% 0.00 2. CLAY EXCAVATION 40,504 C.Y. 2.00 81,008.00 100% 0.00 3. TOPSOIL RESPREAD IN DETENTION BASINS/OPEN SPACE 40,150 C.Y. 1.95 78,292.50 75% 19,573.13 4. EMERGENT SEEDING/PLANTING IN DETENTION BASINS 0.3 AC. 17,500.00 5,250.00 50% 2625.00 5. WET PRAIRIE SEEDING/PLANTING DETENTION BASINS 49 AC. 2,700.00 13,230.00 50% 6615.00 6. PRAIRIE SEEDING/PLANTING DETENTION 1.6 AC. 2,700.00 4,320.00 BASINS 50% 2160.00 7. EROSION CONTROL INCLUDING STRAW BALES DIVERSION DITCHES,WEEKLY MAINTENANCE,ETC. 1 L.S. 7,000.00 7,000.00 50% 3,500.00 8. SILT FENCE 7,397 L.F. 1.25 9,246.25 75% 2,311.56 TOTAL 409,623.55 36,784.69 D. STORM SEWER 1. 60"MANHOLE W/FRAME&LID 1 EA. 1,400.00 1,400.00 100% 0.00 2. 60"CATCH BASIN W/FRAME&GRATE 1 EA. 1,500.00 1,500.00 100% 0.00 3. 15"RCP FLARED END SECTION 1 EA. 650.00 650.00 100% 0.00 4. 24"RCP FLARED END SECTION 1 EA. 820.00 820.00 100% 0.00 5. 36"RCP FLARED END SECTION 1 EA. 1,300.00 1,300.00 100% 0.00 6. 15"RCP 30 L.F. 17.00 510.00 100% 0.00 7. 24"RCP 19 L.F. 28.00 532.00 100% 0.00 8. 36"RCP 525 L.F. 46.00 24,150.00 100% 0.00 9. 42"RCP 42 L.F. 57.00 2,394.00 100% 0.00 10. SPECIAL STORM STRUCTURE 2 EA. 5,000.00 10,000.00 100% 0.00 11. SELECT GRANULAR BACKFILL(MAINLINE) 30 L.F. 15.00 450.00 100% 0.00 12. CONNECT TO EXISTING 1 EA. 1,000.00 1,000.00 100% 0.00 13. ROW RESTORATION 2 EA. 2,500.00 5,00000 100% 0.00 TOTAL STORM SEWER $ 49,706.00 $ SUMMARY A. EXCAVATION&GRADING 409,623.55 36,784.69 C. STORM SEWER 49,706.00 0.00 TOTAL 459,329.55 36,784.69 Plus 10°% 45,932.96 3,678.47 505,262.51 40,463.16 Current LOC 98,429.89 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 0.00 Issue Check to City 10,000.00 Eliminate LOC or Transfer Obligation to Future Builder 88,429,89 Remaining Work 40,463.16 Retainage(15%) 68,899.43 EEI Recommend LOC Value 98,429.89 Possible Reduct'on Value - LETTER OF CREDIT-12-S591705 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR UNIT 15 GRANDE RESERVE NORTH-NEIGHBORHOOD 5 PHASE 5-2(UNIT 15) YORKVILLE,ILLINOIS (BASED ON PLANS BYCGL,LTD.DATED 10131105) FILE:3405.05 est 120605.x1s DATE:12/06/05 REVISION:05/01/06 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT B. SANITARY SEWER 1. 8"PVC SANITARY SEWER(SDR-26) 2,743 L.F. 20.00 54,860.00 100% 0.00 2. 48"MANHOLE TYPE A W/FRAME&LID 20 EA, 1,950.00 39,000.00 100% 0.00 3. 6'SANITARY SERVICE COMPLETE,INCLUDING TEE&SELEC f GRANULAR BACKFILL-NEAR 65 EA 360.00 23,400.00 100% 0.00 4. 6'SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-FAR 23 EA. 950.00 21,850.00 100% 0.00 5. SELECT GRANULAR BACKFILL(CA-7) 342 L.F. 36.50 12,483.00 100% 0.00 6. 6"SERVICE RISER 209 V.F 25.00 5,225.00 100% 0.00 7. CONNECT TO EXISTING MANHOLE 1 EA. 1,500.00 1,50000 100% 0-00 8. TELEVISE MAINS 2,743 L.F 1.00 2,743.00 100% 0.00 TOTAL SANITARY SEWER $ 161,061.00 $ - C. WATERMAN 1 8"DUCTILE IRON WATER MAIN 2,542 L.F. 21.00 53,382.00 100% 0.00 2. 8"VALVE&BOX 12 EA. 1,000.00 12,000.00 100% 0.00 3. 8"X 16"PRESSURE CONNECTION W/60"VAULT 1 EA. 4,000.00 4,000.00 100% 0.00 4. 1"TYPE K COPPER SERVICE,NEAR 71 EA 300.00 21,300.00 100% 0.00 5. 1"TYPE K COPPER SERVICE,FAR 14 EA 600.00 8,400.00 100% 0.00 6. CONNECTION TO EXISTING 1 EA- 500.00 500.00 100% 0.00 7. FIRE HYDRANT 11 EA. 1,900.00 20,900.00 100% 0.00 8. SELECT GRANULAR BACKFILL(MAINLINE) 275 L.F 17.50 4,812.50 100% 0.00 TOTAL WATERMAIN $ 125,294.50 $ D. STORM SEWER 1 12"RCP 474 L.F. 19.00 9,006.00 100% 0.00 2. 15"RCP 368 L.F. 20.00 7,360.00 100% 0.00 3. 18"RCP 205 L.F 24.00 4,920.00 100% 0.00 4. 21"RCP 347 L.F. 26.00 9,022.00 100% 0.00 5. 24'RCP 400 L.F. 30.00 12,000.00 100% 0.00 6. 48"MANHOLE W/FRAME&LID 6 EA. 1,050.00 6,300.00 100% 0.00 7. 60"MANHOLE W/FRAME&LID 3 EA. 1,400.00 4,200.00 100% 0.00 8. 48"CATCH BASIN W/FRAME&GRATE 9 EA. 1,200.00 10,800.00 100% 0.00 9. 24"INLET TYPE A W/FRAME&GRATE 7 EA, 600.00 4,200.00 100% 0.00 10. 27"RCP FLARED END SECTION 3 EA 820.00 2,460.00 100% 0.00 11. CONNECTION TO EXISTING 4 EA. 500.00 2,000.00 100% 0.00 12. SELECT GRANULAR BACKFILL(MAINLINE) 305 L.F. 10.00 3,050.00 100% 0.00 13. TELEVISE STORM SEWER 1,794 L.F. 1.75 3,139.50 100% 0.00 TOTAL STORM SEWER $ 78,457.50 $ - E. PAVING,CURBS,SIDEWALK 1 1-1/2"BIT.CONC.SURFACE COURSE CL I,MIX C (66'ROW/30`B-B) 4,497 S.Y, 3.15 14,165.55 0% 14,165.55 2. 2-1/2"BITUMINOUS CONCRETE BINDER COURSE (66'ROW/30'B-B) 4,997 S.Y. 3.00 14,991.00 100% 0.00 3. 10"AGGREGATE BASE COURSE (66'ROW/30'8-81 4,997 S.Y. 7.50 37,477.50 100% 0.00 4. TEMPORARY PAVEMENT 2"SURFACE OVER 8"AGGREGATE BASE COVER 391 S.Y. 9.50 3,714.50 100% 0.00 5. 5'WIDE-5"PCC SIDEWALK W/2"AGGREGATE 14,650 S.F. 3.25 47,612.50 23,806.25 6. 2"BIT.CONC.SURFACE COURSE CL I,MD(C (10'BIKEPATH) 27,250 S.F. 3.25 88,562.50 100% 0.00 7. 8"AGGREGATE BASE COURSE(10'BIKEPATH) 27,250 S.F. 6.00 163,500.00 100% 0.00 8. 10"AGGREGATE BASE COURSE (1'BIKEPATH SHOULDER) 2,725 S F. 750 20,437,50 100% 0.00 9. RETAINING WALL(ALONG BIKEPATH) 1,524 F.F. 25.00 38,100.00 100% 0.00 10. 86.12 CONCRETE CURB&GUTTER WITH 4" AGGREGATE BASE 2,845 L.F. 8.75 24,893.75 100% 000 11 BACKFILL CURBS 2,845 L.F 1.00 2,845.00 100% 0.00 12. GEOTEXTILE FABRIC 2,485 S.Y. 1.20 2,982.00 100% 0.00 13, FINE GRADE STREET SUBGRADE 1,499 S Y. 0.75 1,124,25 100% 0.00 TOTAL PAVING,CURBS,SIDEWALK $ 460,406.05 $ 37,971.80 F. STREET LIGHTING 1. STREET LIGHT 25'STANDARD,COMPLETE INCLUDE WIRE&TRENCHING,ETC, 6 EA. 4,50.0.00 27,000.00 5,400.00 TOTAL STREET LIGHTING $ 27,000.00 $ 5,400.00 G. LANDSCAPING 1. PARKWAY TREES(50'SPACING ALONG OPEN SPACE FRONTAGE) 14 EA. 350.00 4,900.00 50% 2,450.00 2. Street Trees' 21,80900 50% 10,904.50 3. Buffer&Common Area 70,847.00 50% 35,423.50 4. Miscellaneous` 0 EA. 0.00 29,117.00 50% 14,558,50 "ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPING $126,673.00 $63,336.50 SUMMARY A. EXCAVATION&GRADING N/A N/A B. SANITARY SEWER 161,061.00 0.00 C. WATERMAIN 125,294.50 0.00 D. STORM SEWER 78,457.50 0.00 E. PAVING,CURBS,SIDEWALK 460,406.05 37,971.80 F. STREET LIGHTING 27,000 00 5,400.00 G. LANDSCAPING 126,673.00 63,336 50 TOTAL 978,892.05 106,708.30 Plus 10% 97,889.21 10,670.83 1,076,781.26 117,379.13 Current LOC 353,266.57 Amount of Completed Work 114,143.00 Amount of Required 15,582 00 Transfer Obligation to Land Purchaser 117,998,00 Issue Check to City 000 Eliminate LOC or Transfer Obligation to Future Builder 105,543.57 Remaining Work 117,379.13 Retainage(15%) 146,833.81 Credit for Final Surface (15,582.00) EEI Recommend LOC Value 248,630.94 Possible Reduction Value 104,635.63 LETTER OF CREDIT-13-S591366 LANDSCAPE ARCHITECT OPINION OF PROBABLE CONSTRUCTION COST FOR UNIT 19 GRANDE RESERVE NORTH-NEIGHBORHOOD 3 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST G. LANDSCAPING 1. LANDSCAPING 30,003.00 0% $30,00300 'ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPING $30,003.00 $30,003.00 Plus 10% 3,000.30 3,000.30 33,003.30 33,003.30 Current LOC 33,003.30 Amount of Completed Work 0.00 Amount of Required 33,003 30 Transfer Obligation to Land Purchaser 0.00 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 0.00 LETTER OF CREDIT-14-S591367 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR UNIT 20 GRANDE RESERVE NORTH-NEIGHBORHOOD 2 PHASE 2-1(UNIT 20) YORKVILLE,ILLINOIS (BASED ON PLANS BY CGL,LTD DATED 10131105) FILE:3405.02 est 012506.xis DATE:01/25/06 REVISION:05/02/06 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT B. SANITARY SEWER 1. 8"PVC SANITARY SEWER(SDR-26) 2,006 L.F. 20.00 40,120.00 100% 000 2. 8"PVC SANITARY SEWER(SDR-21) 197 L.F. 2600 5,122.00 100% 0.00 3. 12"PVC SANITARY SEWER(DR-18) 1,565 L.F. 40.00 62,600 00 100% 0.00 4. 48"MANHOLE TYPE A W/FRAME&LID 21 EA 1,950.00 40,950.00 100% 0.00 5. 6"SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-NEAR 37 EA. 360.00 13,320.00 100% 0.00 6. 6"SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-FAR 26 EA. 1,200.00 31,200.00 100% 0.00 7. CONNECTION TO EXISTING 2 EA. 500.00 1,000.00 100% 0.00 8. 12"PLUG 1 EA. 250.00 250.00 100% 0.00 9. 6"SERVICE RISER 33 V.F 25.00 5,225.00 100% 0.00 10. SELECT GRANULAR BACKFILL(CA-7) 430 L.F. 36.50 15,695.00 100% 0.00 11 TELEVISE MAINS 3,768 L.F 1.00 3,768.00 100% 0.00 TOTAL SANITARY SEWER $ 219,250.00 $ C. WATERMAN 1. 8"DUCTILE IRON WATER MAIN 4,352 L.F. 21.00 91,392.00 100% 0.00 2. 8"VALVE&BOX 9 EA 1,000.00 9,000.00 100% 0.00 3. 1"TYPE K COPPER SERVICE,NEAR 36 EA 300.00 10,800.00 100% 0.00 4. 1"TYPE K COPPER SERVICE,FAR 27 EA 600.00 16,200.00 100% 0.00 5. CONNECTION TO EXISTING 2 EA 500.00 1,000.00 100% 0.00 6. 1 EA. 250.00 250.00 100% 000 7. FIRE HYDRANT 10 EA. 1,900.00 19,000.00 100% 000 8. SELECT GRANULAR BACKFILL(MAINLINE) 195 L.F 1750 3,412.50 100% 0.00 TOTAL WATER MAIN $ 151,054.50 $ D. STORM SEWER 1 12"RCP 1,513 L F 19.00 28,747.00 100% 0.00 2. 15'RCP 886 L F. 20.00 17,720.00 100% 0.00 3. 18"RCP 273 L.F 24.00 6,552.00 100% 0.00 4. 18"RCP W/ASTM C-443 JOINTS 153 L.F. 26.00 3,97800 100% 0.00 5. 21"RCP 256 L.F. 26.00 6,656.00 100% 0.00 6. 24"RCP 397 L.F. 30.00 11,910.00 100% 0.00 7. 24"RCP W/ASTM C-443 JOINTS 174 L.F. 32.00 5,568.00 100% 0.00 8. 27"RCP W/ASTM C-443 JOINTS 434 L.F. 36.00 15,624.00 100% 0.00 9. 30"RCP 117 L.F. 37.00 4,329.00 100% 0.00 10. 36"RCP W/ASTM C-443 JOINTS 85 L.F. 49.00 4,165.00 100% 0.00 11 42"RCP 152 L.F 50.00 7,600.00 100% 0.00 12. 42"RCP W/ASTM C-443 JOINTS 95 L.F. 48.00 4,560.00 100% 0.00 13. 48"MANHOLE W/FRAME&LID 18 EA, 1,050.00 18,900.00 100% 0.00 14. 60"MANHOLE W/FRAME&LID 13 EA. 1,400.00 18,200.00 100% 0.00 15. 72"MANHOLE W/FRAME&LID 1 EA. 2,000.00 2,000.00 100% 0.00 16. 84"MANHOLE W/FRAME&LID 1 EA. 3,000.00 3,000.00 100% 0.00 17 48"CATCH BASIN W/FRAME&GRATE 10 EA. 1,200.00 12,000.00 100% 0.00 18. 24"INLET TYPE A W/FRAME&GRATE 15 EA, 600.00 9,000.00 100% 0.00 19. 15"RCP FLARED END SECTION 0 EA 650.00 0.00 100% 0.00 20. 42"RCP FLARED END SECTION 1 EA 2,000.00 2,000.00 100% 0.00 21. SUMP CONNECTION 64 EA 0.00 0.00 100% 0.00 22. SELECT GRANULAR BACKFILL(MAINLINE) 580 L.F. 10.00 5,800.00 100% 0.00 23. TELEVISE STORM SEWER 4,535 L.F 1.75 7,936.25 100% 0.00 TOTAL STORM SEWER $ 196,245.25 $ E. PAVING,CURBS,SIDEWALK 1. 1-1/2"BIT.CONC.SURFACE COURSE CL I,MIX C (66'ROW/30'8-B) 6,237 S.Y. 3.15 19,646.55 0% 19,646 55 2. 1-1/2"BIT.CONC.SURFACE COURSE CL I,MIX C (70'ROW/34'B-B) 4,822 S.Y. 3.15 15,189.30 100% 0.00 3. 2-1/2"BITUMINOUS CONCRETE BINDER COURSE (66'ROW/30'B-8) 6,237 S.Y. 3.00 18,711.00 100% 0.00 4. 4-1/2"BITUMINOUS CONCRETE BINDER COURSE (70'ROW/34'B-B) 4,822 S.Y. 500 24,110.00 100% 0.00 5. 10"AGGREGATE BASE COURSE (66'ROW/30'5-B) 6,237 S Y. 7.50 46,777.50 100% 0.00 6. 12"AGGREGATE BASE COURSE (70'ROW/34'B-B) 4,822 S.Y. 9.00 43,398.00 100% 0.00 7. 5'WIDE-5"PCC SIDEWALK W/2"AGGREGATE 26,865 S.F. 3.25 87,311.25 43,655.63 8. 2"BIT.CONC.SURFACE COURSE CL 1,MIX C 00'BIKE PATH) 13,894 S.F. 3.50 48,629.00 100% 0.00 9. 8"AGGREGATE BASE COURSE(10'BIKE PATH) 13,894 S.F. 6.00 83,364.00 100% 0.00 10. 10"AGGREGATE BASE COURSE (1'BIKE PATH SHOULDER) 13,894 S.F 7.50 104,205.00 100% 0.00 11. B6.12 CONCRETE CURB&GUTTER WITH 4" AGGREGATEBASE 7,170 L.F 8.75 62,73750 100% 0.00 12 BACKFILL CURBS 7,170 L.F 100 7,170.00 100% 0.00 13. FINE GRADE STREET SUBGRADE 11,059 S.Y. 075 8,294.25_ 100% 0.00 TOTAL PAVING,CURBS,SIDEWALK $ 569,543.35 $ 63,302.18 F. STREET LIGHTING 1. STREET LIGHT 25'STANDARD,COMPLETE IN LUDE WIRE&TRENCHING ETC. 11 EA. 4,500.00 49 500.00 901-' 4950.00 TOTAL STREET LIGHTING $ 49,500.00 $ 4,950.00 G. LANDSCAPING 1 Street Trees` 24,558.00 50% 12,279.00 2 Buffer&Common Area 121,497.00 50% 60,748.50 3. Miscellaneous" 0 EA. 0.00 85,861.00 50% 42,930.50 'ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPING $231,916.00 $115,958.00 SUMMARY A. EXCAVATION&GRADING N/A N/A B. SANITARY SEWER 219,250.00 0.00 C. WATERMAIN 151,054.50 0.00 D. STORM SEWER 196,245.25 0.00 E. PAVING,CURBS,SIDEWALK 569,543.35 63,302.18 F. STREET LIGHTING 49,500.00 4,950.00 _ G. LANDSCAPING 231,916.00 115,958.00 TOTAL 1,417,509.10 184,210.18 Plus 10% 141,750.91 18,421.02 1,559,260.01 202,631.19 Current LOC 709,697.33 Amount of Completed Work 359,114.00 Amount of Required 21,611.00 Transfer Obligation to Land Purchaser 216,135.00 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 112,837.33 Remaining Work 202,631.19 Retainage(15%) 212,626 37 Credit for Final Surface (21,611.00) EEI Recommend LOC Value 393,646.56 Possible Reduction Value 316,050 77 LETTER OF CREDIT-15-S598664 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR UNIT 22 GRANDE RESERVE NORTH-NEIGHBORHOOD 5 PHASE 5-3(UNIT 22) YORKVILLE,ILLINOIS (BASED ON PLANS BY CGL,LTD.DATED 10131105) FILE:3405.05 est 120605.xls DATE:12/06/05 REVISION 05/01/06 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT B. SANITARY SEWER 1. 8"PVC SANITARY SEWER(SDR-26) 1,730 L.F 2000 34,600.00 100% 0.00 2. 48"MANHOLE TYPE A W/FRAME&LID 10 EA 1,950.00 19,500.00 100% 0.00 3, 6"SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-NEAR 56 EA. 360.00 20,160.00 100% 0.00 4. SELECT GRANULAR BACKFILL(CA-7) 215 LF. 36.50 7,847.50 100% 0.00 5. 6"SERVICE RISER 38 V.F 25.00 950.00 100% 0.00 6. CONNECTION TO EXISTING 1 EA. 500.00 500.00 100% 0.00 7. TELEVISE MAINS 1,730 L.F. 1.00 1,730.00 100% 0.00 TOTAL SANITARY SEWER $ 85,287.50 $ - C. WATERMAN 1. 8"DUCTILE IRON WATER MAIN 1,713 L.F. 21.00 35,973.00 100% 0.00 2. 8"VALVE&BOX 8 EA. 1,000.00 8,000,00 100% 0.00 4. 1"TYPE K COPPER SERVICE,NEAR 36 EA 300.00 10,800.00 100% 0.00 5. 1"TYPE K COPPER SERVICE,FAR 19 EA 600.00 11,400.00 100% 0.00 6. CONNECTION TO EXISTING 1 EA. 500.00 500.00 100% 0.00 7. FIRE HYDRANT 9 EA. 1,900.00 17,100.00 100% 0.00 TOTAL WATERMAIN $ 83,773.00 $ - D. STORM SEWER 1. 12"RCP 736 L.F. 19.00 13,984.00 100% 0.00 2. 15"RCP 155 L.F. 20.00 3,100.00 100% 0.00 3. 15"RCP W/ASTM C-443 JOINTS 280 L.F. 22.00 6,160.00 100% 0.00 4. 18"RCP W/ASTM C-443 JOINTS 230 L.F. 26.00 5,980.00 100% 0.00 5. 48"MANHOLE W/FRAME&LID 5 EA. 1,050.00 5,250.00 100% 0.00 6. 48"CATCH BASIN W/FRAME&GRATE 4 EA. 1,200.00 4,800.00 100% 0.00 7. 24"INLET TYPE A W/FRAME&GRATE 9 EA. 600.00 5,400.00 100% 0.00 8. SELECT GRANULAR BACKFILL(MAINLINE) 100 L.F. 10.00 1,000.00 100% 0.00 9. TELEVISE STORM SEWER __ 891 L.F 1.75 1,559.25 100% 0.00 TOTAL STORM SEWER $ 47,233.25 $ - E. PAVING,CURBS,SIDEWALK 1. 1-1/2"BIT.CONC.SURFACE COURSE CL I,MIX C (66'ROW/30'8-B) 2,958 S.Y. 3.15 9,317.70 0% 9,317.70 2. 2-1/2"BITUMINOUS CONCRETE BINDER COURSE (66'ROW/30'B-B) 2,958 S.Y. 3.00 8,874.00 100% 0.00 3. 10"AGGREGATE BASE COURSE (66'ROW/30'B-8) 2,958 S.Y. 750 22,185.00 100% 0.00 4. TEMPORARY PAVEMENT 2"SURFACE OVER 8"AGGREGATE BASE COVER 130 S.Y. 9.50 1,235.00 100% 0.00 5. 5'WIDE-5"PCC SIDEWALK W/2"AGGREGATE 9,000 S.F. 3.25 29,250.00 10% 2632500 6. RETAINING WALL 68 F.F. 25.00 1,700.00 0% 1700.00 7. 86.12 CONCRETE CURB&GUTTER WITH 4" AGGREGATEBASE 1,860 L.F. 8.75 16,275.00 100% 0.00 8. BACKFILL CURBS 1,860 L.F 1.00 1,860.00 100% 0.00 9. FINE GRADE STREET SUBGRADE 986 S.Y 0.75 739.50 100% 0.00 TOTAL PAVING,CURBS,SIDEWALK $ 91,436.20 $ 37,342.70 F. STREET LIGHTING 1. STREET LIGHT 25'STANDARD,COMPLETE INCLUDE WIRE&TRENCHING.ETC. 2 EA. 4,500.00 9,000.00 100% 0.00 TOTAL STREET LIGHTING $ 9,000.00 $ G. LANDSCAPING 1• LANDSCAPING 53,638.00 0% 53,638.00 'ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPING $53,638.00 $53,638.00 SUMMARY A. EXCAVATION&GRADING N/A N/A B. SANITARY SEWER 85,287.50 0.00 C. WATERMAIN 83,77300 0.00 D. STORM SEWER 47,233.25 0.00 E. PAVING,CURBS,SIDEWALK 91,436.20 37,342.70 F. STREET LIGHTING 9,000.00 0.00 G. LANDSCAPING 53,638.00 53,638.00 TOTAL 370,367.95 90,980.70 Plus 10% 37,036.80 9,098.07 407,404.75 100,078.77 Current LOC 407,404 75 Amount of Completed Work 278,162.00 Amount of Required 10,249.00 Transfer Obligation to Land Purchaser 118,993.75 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 0.00 Remaining Work 100,078.77 Retainage(15%) 55,555.19 Credit for Final Surface (10,249.00) EEI Recommend LOC Value 145,384.96 Possible Reduction Value 262,019.79 LETTER OF CREDIT-16-S590433 ENGINEERS OPINION OF PROBABLE CONSTRUCTION COST FOR GRANDE RESERVE NORTH-NEIGHBORHOOD 1 MASS GRADING IMPROVEMENTS YORKVILLE,ILLINOIS (BASED ON ENGINEERING IMPROVEMENT PLANS,PLAN DATE 8126105) FILE:3405.00-4 00 EROSION DATE:9/12/05 REVISED:10/13/05 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION&GRADING,NH 1 1. TOPSOIL EXCAVATION 170,680 C.Y. 1.60 273,08&00 35% 177,507.20 2. CLAY EXCAVATION 143,320 C.Y. 2.00 286,640.00 35% 186,316.00 3. TOPSOIL RESPREAD IN DETENTION BASINS/OPEN SPACE 70,735 C.Y. 1.95 137,933.25 50% 68,966.63 4. EMERGENT SEEDING/PLANTING IN DETENTION BASINS 0.43 AC. 17,500.00 7,525.00 50% 3,762.50 5. WET PRAIRIE SEEDING/PLANTING DETENTION BASINS 2.82 AC. 2,700.00 7,614.00 50% 3,807.00 6. PRAIRIE SEEDING/PLANTING DETENTION BASINS 1.61 AC. 2,700.00 4,347.00 50% 2,173.50 7 EROSION CONTROL INCLUDING STRAW BALES DIVERSION DITCHES,WEEKLY MAINTENANCE, ETC. 1 L.S. 16,000.00 16,000.00 40% 9,600.00 8. SILT FENCE 14,321 L.F. 125 17,901.25 50% 8,950.63 TOTAL NH 3 EXCAVATION&GRADING $ 751,048.50 $ 461,083.45 D. STORM SEWER 1. 12"RCP 43 L.F 17.00 731.00 0% 731.00 2. 24"RCP 692 L F. 28.00 19,376.00 0% 19,376.00 3. 30"RCP 885 L.F. 35.00 30,975.00 0% 30,975.00 4. 36"RCP 267 L.F. 46.00 12,282.00 0% 12,282.00 5. 60"MANHOLE WI FRAME&LID 12 EA. 1,400.00 16,800.00 0% 16,800.00 6. 12"RCP FLARED END SECTION W/GRATE 1 EA. 650.00 65000 0% 650.00 7. 24"RCP FLARED END SECTION W/GRATE 2 EA. 820.00 1,640.00 0% 1,640.00 8. 30"RCP FLARED END SECTION W/GRATE 1 EA. 1,200.00 1,200.00 0% 1,200.00 9. 36"RCP FLARED END SECTION W/GRATE 2 EA. 1,300.00 2,600.00 0% 2,600.00 10. SPECIAL STROM STRUCTURE 2 EA. 5,000.00 10,000.00 0% 10,000.00 11. SELECT GRANULAR BACKFILL(MAINLINE) 40 L.F. 15.00 600.00 0% 600.00 TOTAL STORM SEWER $ 96,854.00 $ 96,854.00 SUMMARY A. EXCAVATION&GRADING 751,048.50 461,083.45 B. STORM SEW-R 96,854.00 96,854.00 TOTAL 847,902.50 557,937.45 Plus 10% 84,790.25 55,793.75 932,692.75 613,731.20 Current LOC 654,912.65 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 0.00 Issue Check to City 20,000.00 Eliminate LOC or Transfer Obligation to Future Builder 634,912.65 Remaining Work 613.731.20 Retainage(15%) 127,185.38 EEI Recommend LOC Value 100000.00 LETTER OF CREDIT-17-S594383 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR GRANDE RESERVE NORTH NEIGHBORHOOD 1 PHASE 1-1(UNIT 23) YORKVILLE,ILLINOIS FILE:3405.01 FINAL 060706.xis DATE:060706 REVISED. 08/03/06 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT B. SANITARY SEWER 1. 8"PVC SANITARY SEWER(SDR-26) 2,547 L.F. 20.00 50,940.00 100% 0.00 2. 8"PVC SANITARY SEWER(SDR 21) 992 L.F. 26,00 25,792 00 100% 0.00 3. 8"PVC SANITARY SEWER(DR 18) 1,239 L.F. 36.00 44,604.00 100% 0.00 4. 12"PVC SANITARY SEWER(SDR 21) 210 L.F. 40.00 8,400.00 100% 0.00 5. 48"MANHOLE TYPE A W/FRAME&LID 30 EA. 1,950.00 58,500.00 100% 0.00 6. 48"MANHOLE TYPE A W/FRAME&LID,DROP CONNECTION 3 EA. 3,500.00 10,500.00 100% 0.00 7. 6"SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-NEAR 54 EA. 360.00 19,440.00 100% 0.00 8. 6"SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-FAR 64 EA. 1,200.00 76,800.00 100% 0.00 9. 6"SERVICE RISER 145 V.F. 25.00 3,625.00 100% 0.00 10. CONNECT TO EXISTING 12"STUB 1 EA. 500.00 500.00 100% 0.00 11. PLUG&STUB FOR FUTURE CONNECTION 1 EA. 250.00 250.00 100% 0.00 12. SELECT GRANULAR BACKFILL(CA-7) 1,715 L.F. 36.50 62,597.50 100% 0.00 13. TELEVISE MAINS _ 4,988 L.F. 1.00 4,988.00 100% 0.00 TOTAL SANITARY SEWER $ 366,936.50 $ - C. WATER MAIN 1. 6"DUCTILE IRON WATER MAIN 146 L.F. 18.00 2,628.00 100% 0,00 2. 8"DUCTILE IRON WATER MAIN 7,262 L.F. 21.00 152,502.00 100% 0.00 3. 8"PLUG&STUB 3 EA. 250.00 750.00 100% 0.00 4. 8"VALVE&BOX 24 EA. 1,000.00 24,000.00 100% 0.00 5. 1"TYPE K COPPER SERVICE,NEAR 48 EA 300.00 14,400.00 100% 0.00 6. 1"TYPE K COPPER SERVICE,FAR 70 EA 600.00 42,000.00 100% 0.00 7. FIRE HYDRANT 22 EA. 1,900.00 41,800.00 100% 0.00 9. DEPRESS WATER MAIN 24 EA. 500.00 12,000.00 100% 0.00 10, CONNECT TO EXISTING WATER MAIN 1 EA. 500.00 500.00 100% 0.00 11. SELECT GRANULAR BACKFILL(MAINLINE) 1,351 EA. 17.50 23.642.50 100% 0.00 TOTAL WATER MAIN $ 314,222.50 $ D. STORM SEWER 1. 4"PVC SUMP SERVICES 2,373 L.F. 12.00 28,476.00 100% 0.00 2. 8"PVC FOR SUMP CONNECTION 1,584 L.F. 20.00 31,680.00 100% 0.00 3. 12"RCP 2,289 L.F. 19.00 43,491.00 100% 0.00 4. 12"RCP W/ASTM C-443 JTS. 631 L.F. 20.00 12,620.00 100% 0.00 5. 15"RCP 1,108 LF 20,00 22,160.00 100% 0.00 6. 15"RCP W/ASTM 0443 JTS. 250 L.F. 22.00 5,500,00 100% 0.00 7 18"RCP 864 LF 24.00 20,736.00 100% 0.00 8. 18"RCP W/ASTM C-443 JTS. 199 L.F. 26.00 5,174.00 100% 0.00 9. 21"RCP 813 LF 26.00 21,138.00 100% 0.00 10 24"RCP 765 LF 30.00 22,950.00 100% 0.00 11. 27"RCP 1,448 LF 33.00 47,784.00 100% 0.00 12. 30"RCP 211 LF 37.00 7,807.00 100% 0.00 13. 30"RCP W/ASTM C-443 JOINTS 160 L.F. 40.00 6,400.00 100% 0.00 14. 36"RCP 1,801 L.F. 46.00 82,846.00 100% 0.00 15. 36"RCP W/ASTM C-443 JOINTS 174 L.F. 49.00 8,526.00 100% 0.00 16, 42"RCP 1,021 L.F. 60.00 61,260.00 100% 0.00 17. 42"RCP W/ASTM C-443 JTS. 139 L.F. 64.00 8,896.00 100% 0.00 18. 48"MANHOLE W/FRAME&LID 25 EA. 1,050.00 26,250.00 100% 0.00 19. 60"MANHOLE W/FRAME&LID 36 EA. 1,400.00 50,400.00 100% 0.00 20, 72"MANHOLE W/FRAME&LID 9 EA. 2,000.00 18,000.00 100% 0.00 21. 84"MANHOLE W/FRAME&LID 6 EA. 3,000.00 18,000.00 100% 0.00 22, 96"MANHOLE W/FRAME&LID 5 EA. 4,200.00 21,000.00 100% 0.00 23. 108"MANHOLE W/FRAME&LID 2 EA. 5,500.00 11,000.00 100% 0.00 24. 4'x 4'SLOPE GRATE RESTICTOR STRUCTURE 1 EA_ 2,500.00 2,500.00 100% 0.00 25 48"CATCH BASIN W/FRAME&GRATE 33 EA. 1,200.00 39,600.00 100% 0.00 26. 60"CATCH BASIN W/FRAME&GRATE 4 EA 1,500.00 6,000.00 100% 0.00 27. 24"INLET TYPE A W/FRAME&GRATE 47 EA. 600.00 28,200.00 100% 0.00 28. 12"RCP FLARED END SECTION W/GRATE 1 EA. 500.00 500.00 100% 0.00 29. 24"RCP FLARED END SECTION W/GRATE 1 EA. 700,00 700.00 100% 0.00 30. 27"RCP FLARED END SECTION W/GRATE 1 EA. 820.00 820.00 100% 0.00 31. 36"RCP FLARED END SECTION W/GRATE 1 EA. 1,500.00 1,500.00 100% 0.00 32. 42"RCP FLARED END SECTION W/GRATE 2 EA. 2,000.00 4,000.00 100% 0.00 33, CONNECT TO EXISTING 1 EA. 300.00 300.00 100% 0.00 34. SELECT GRANULAR BACKFILL(MAINLINE) 1,305 L.F. 10.00 13,050.00 100% 0.00 35. TELEVISE STORM SEWER 11,873 L F. 1.75 20,777.75 100% 0.00 TOTAL STORM SEWER $ 700,041.75 $ - E. PAVING,CURBS,SIDEWALK 1. 1-1/2"BIT.CONC.SURFACE COURSE CL I,MIX 27,951 S.Y. 3.15 C 88,045.65 0% 88,045.65 2. 2.1/2"BITUMINOUS CONCRETE BINDER 20,746 S.Y. 3.00 COURSE 62,238.00 100% 0.00 3. 4-1/2"BITUMINOUS CONCRETE BINDER 7,205 S.Y. 5.00 COURSE 36,025.00 100% 0.00 4. 10"AGGREGATE BASE COURSE 20,746 S.Y. 7.50 155,595.00 100% 0.00 5. 12"AGGREGATE BASE COURSE 7,205 S.Y. 9.00 64,845.00 100% 0.00 6. 5'WIDE-5"PCC SIDEWALK W/2"AGGREGATE 67,589 S.F. 3.25 219,664.25 20% 175,731.40 7. 10'WIDE BIKE PATH-2"BIT.SURFACE W/8" 7,510 S.F. 9.50 AGGREGATE BASE COURSE 71,343.94 100% 0.00 8. 86.12 CONCRETE CURB&GUTTER WITH 4" AGGREGATE BASE 13,969 L.F. 8.75 122,228.75 100% 0.00 9. REVERSE PITCH CONCRETE CURB&GUTTER WITH 4"AGGREGATE BASE 3,853 L.F. 8.75 33,713,75 100% 0.00 10. GEOTEXTILE FABRIC 27,951 S.Y. 1.20 33,541.20 100% 0.00 11. BACKFILL CURBS 17,822 L.F. 1.00 17,822.00 100% 0.00 12. FINE GRADE STREET SUBGRADE 27,951 S.Y. 0.75 20,963.25 100% 0.00 13. 2"PVC ELECRTICAL SLEEVES 72 L.F. 14.50 1,044.00 100% 0.00 14. 6"PVC IRRIGATION SLEEVES 81 L.F. 18.00 1,458.00 100% 0.00 TOTAL PAVING,CURBS,SIDEWALK $928,527.79 $263,777.05 F.STREET LIGHTING 1 STREET LIGHT 25'STANDARD,COMPLETE INCLUDE WIRE&TRENCHING.ETC. INCLUDE WIRE&TRENCHING ETC. 23 EA. 3,000.00 69,000.00 90% 6,900.00 1. DOUBLE MAST STREET LIGHT 25'STANDARD, COMPLETE INCLUDE WIRE&TRENCHING, INCLUDE WIRE&TRENCHING ETC. 4 EA, 6_,000.00 24,000.00 90% 2,400.00_ TOTAL STREET LIGHTING $ 93,000.00 $ 9,300.00 SUMMARY A. EXCAVATION&GRADING N/A N/A B. SANITARY SEWER 366,936.50 0.00 C. WATERMAIN 314,222.50 0.00 D. STORM SEWER 700,041.75 0.00 E. PAVING,CURBS,SIDEWALK 928,527.79 263,777.05 _ F. STREET LIGHTING 93,000.00 9,300.00 TOTAL 2,402,728.54 273,077.05 Plus 10% 240,272.85 27,307.71 2,643,001.40 300,384.76 Current LOC 713,701.91 Amount of Completed Work 84,472.00 Amount of Required 96,850.00 Transfer Obligation to Land Purchaser 217,847.00 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 314,532.91 Remaining Work 300,384.76 Retainage(15%) 360,409.28 Credit for Final Surface (96,850.00) EEI Recommend LOC Value 563,944.04 Possible Reduction Value 149.757.87 LETTER OF CREDIT-18-S594384 LANDSCAPE ARCHITECT OPINION OF PROBABLE CONSTRUCTION COST FOR UNIT 23 GRANDE RESERVE NORTH-NEIGHBORHOOD 1 &2 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST G. LANDSCAPING 1. LANDSCAPING 760,942.00 20% 608,753.60 'ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPING $760,942.00 $608,753.60 Plus 10% 76,094.20 60,875.36 837,036.20 669,628.96 Current LOC 837,036.20 Amount of Completed Work 152,188.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 684,848.20 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 0.00 Remaining Work 669,628 96 Retainage(15%) 114,141 30 EEI Recommend LOC Value 783,770 26 Passible Reduction Value 53,265 94 LETTER OF CREDIT-19-S590434 ENGINEERS OPINION OF PROBABLE CONSTRUCTION COST FOR GRANDE RESERVE NORTH-NEIGHBORHOOD 2 MASS GRADING IMPROVEMENTS YORKVILLE,ILLINOIS (BASED ON ENGINEERING IMPROVEMENT PLANS,PLAN DATE 8126105) FILE:3405.00-4 00 EROSION DATE:9/12/05 REVISED:10/13/05 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST B. EXCAVATION&GRADING 1. TOPSOIL EXCAVATION 42,655 C.Y 1.60 68,248.00 100% 0.00 2. CLAY EXCAVATION 10,350 C Y 200 20,700 00 100% 0.00 3. TOPSOIL RESPREAD IN DETENTION BASINS/OPEN SPACE 11,350 C.Y. 1.95 22,132.50 80% 4,426.50 4. EROSION CONTROL INCLUDING STRAW BALES DIVERSION DITCHES,WEEKLY MAINTENANCE, ETC. 1 L.S. 4,000.00 4,000.00 40% 2,40000 5. SILT FENCE 1,700 L.F. 1.25 2,125.00 50% 1,062.50 TOTAL $ 117,205.50 $ 7,889.00 Plus 10% 11,720.55 78890 128,926.05 8,677.90 Current LOC 25,075.38 Amount of Completed Work 0.00 Amount of Required 000 Transfer Obligation to Land Purchaser 0.00 Issue Check to City 10,000.00 Eliminate LOC or Transfer Obligation to Future Builder 15,075.38 Remaining Work 8,677.90 Retainage(15%) 17,580.83 EEI Recommend LOC Value 25075,38 Possible Reduction Value - Engineering Enterprises, Inc. November 9, 2011 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Grande Reserve Unit 12 Punch List United City of Yorkville Kendall County, Illinois Ms. Noble: Between October 24 and November 1, 2011, representatives of EEI performed a punch list inspection of the above referenced project. A summary of the punch list items is as follows: General 1. Record drawings should be submitted for review. Record drawings must include as-built rim and invert elevations of all new storm sewer and sanitary sewer structures, as well as existing sewer structures where connections are made. For water mains, provide valve rim elevations and top- of-pipe elevations where possible. Water, sanitary, and storm service locations to individual buildings are required to be correctly located on the plan or listed in a table with measurements from the nearest downstream manhole (for sewers) and to the nearest side lot line and distance from back of curb for B-boxes. Benchmarks are to be established on all new hydrants and listed in tabular form. As-built light pole locations and cable routing are to be provided. As-built storm water basin grading and volume calculations, and adequate spot elevations for all major storm overflow paths are required. Additional as-built data may be required on a case by case basis. Record drawings shall also include the same notes, typical sections. and special details provided in the approved plans. Record drawings are required to be prepared by, signed, and sealed by an Illinois Licensed Professional Engineer. Once the record drawings are approved, provide two full-size prints and a digital copy to be imported into the City's Base Map and GIS System. 2. Provide a signed copy of the Storm Water Management System Maintenance Plan Agreement for the storm water basins. 3. All ponds should have their annual inspection reports completed and submitted to the City for review. In addition, the ponds should be surveyed to verify there are no sediment issues and the volumes are correct. 4. A 48 hour burn test of the street lights should be completed prior to acceptance. 52 Wheeler Road, Sugar Grove, IL 60554- (630) 466-6700 tel - (630) 466-6701 fax-www.eeiweb.coln Ms. Krysti Barksdale-Noble November 9, 2011 Page 2 5. There are various areas around the edge of the unit/property line that has silt fence installed that has been damaged or is missing. All silt fence that is damaged or missing should be fixed in order to control sediment runoff. 6. All damaged and/or missing signs around ponds should be replaced or repaired necessary. Outfall Storm Sewer 7. The following flared end sections should have the rip rap and flow line cleaned along with placement of additional rip rap as needed: — FES 3 — FES 1 8. Storm MH 4 should have the area around the structure graded and restored. 9. MH 5A should be located for inspection. 10. The following structures have missing steps that should be replaced: — MH 9 — MH 12 — MH 10 11. MH 13 should have the frame re-centered on the structure. Storm Sewer 12. The following flared end sections should have the rip rap and flow line cleaned along with placement of additional rip rap as needed: FES 5-63 — FES 5-64 13. The following storm structures should be cleaned of all debris — INL 5-33 — Temporary MH at intersection of Big Rock Boulevard and Mill Street (might need to be removed) 14. FES 5-63 top has been damaged and the grate can't be connected to the flared end section. The flared end section should be repaired and/or replaced. 15. FES 5-46 has the incorrect sized grate installed. This grate should be removed and replaced with the correct sized grate. 16. Flared End Section 5-46 should have the toe block reset and the lifting hooks cut off of the toe block. 17. MH 5-21 has missing steps that should be replaced. 18. INL 5-33 should have the frame re-centered on the structure. 19. CB 5-38 needs to have the fillets poured around the frame of the structure. 20. MH 5-37 needs to be adjusted to grade after the sidewalk around the frame has been replaced. Ms. Krysti Barksdale-Noble November 9, 2011 Page 3 21. MH 5-41 could not be opened for inspection. 22. MH 5-21 should have the top of the manhole mortared. 23. All storm sewer must be televised and reports submitted for review. Sanitary Sewer 24. The sanitary manhole at the intersection Big Rock Boulevard and Mill Road should be raised to match existing grade. Water 25. The paint on various fire hydrants are flaking or chipping. All fire hydrants should be wire brushed and re-painted. 26. FH 5-4 auxiliary valve adaptor is not connected to the top of the valve. 27. VB 5-2 could not be turned. Roadway 28. The following locations currently have damaged sidewalk that should be removed and replaced. Prior to replacement all locations will be field verified. — Beresford Drive Station 12+00 to 17+00 (11 squares + 2 handicap ramps) 29. The following locations currently have damaged curb that should be removed and replaced. Prior to replacement all locations will be field verified. — Beresford Drive Station 12+00 to 17+00 (60' — 9 locations) — Big Rock Boulevard Station 10+00 to 13+00 (35' —4 locations) 30. All roadways should be milled prior to Hot-Mix Asphalt Surface Course installation. 31. Hot-Mix Asphalt Surface Course should be installed once all patching and curb and gutter repairs have been completed. 32. Once installation of the Hot-Mix Asphalt Surface Course has been completed, hot-poured joint sealer is required along every edge of pavement. Landscaping 33. Landscaping needs to be installed on all undeveloped parcels. After all parcels have been developed a final review of the landscaping will be completed. 34. All landscaping will need to be revisited again in the spring to verify that all plants are living. The following missing or dying trees should be removed or replaced: — 1 AFS east side Big Rock Boulevard station 11+50 — 1 ASB north of lot EBE 12 on berm — 4 FG north side of Basin 8N Ms. Krysti Barksdale-Noble November 9, 2011 Page 4 — 12 CO around Basin 8N If you have any questions or if you require additional information, please call. Very truly yours, ENGINEERING ENTERPRISES, INC. e_ Bradley P. Sanderson, P.E. Vice President BPS/swm PC: Mr. Bart Olson, City Administrator Mr. Eric Dhuse, Director of Public Works Ms. Lisa Pickering, Deputy Clerk JWF, EEI G APublic\Yorkville\2011\YO1130-D Grande Reserve\Docs\Unit 12 Punchlist 01 docx Engineering Enterprises, November 9, 2011 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Grande Reserve Unit 13 Punch List United City of Yorkville Kendall County, Illinois Ms. Noble: Between October 24 and November 1, 2011, representatives of EEI performed a punch list inspection of the above referenced project. A summary of the punch list items is as follows: General Record drawings should be submitted for review. Record drawings must include as-built rim and invert elevations of all new storm sewer and sanitary sewer structures; as well as existing sewer structures where connections are made. For water mains, provide valve rim elevations and top- of-pipe elevations where possible. Water, sanitary, and storm service locations to individual buildings are required to be correctly located on the plan or listed in a table with measurements from the nearest downstream manhole (for sewers) and to the nearest side lot line and distance from back of curb for B-boxes. Benchmarks are to be established on all new hydrants and listed in tabular form. As-built light pole locations and cable routing are to be provided As-built storm water basin grading and volume calculations, and adequate spot elevations for all major storm overflow paths are required. Additional as-built data may be required on a case by case basis. Record drawings shall also include the same notes, typical sections, and special details provided in the approved plans. Record drawings are required to be prepared by, signed, and sealed by an Illinois Licensed Professional Engineer. Once the record drawings are approved, provide two full-size prints and a digital copy to be imported into the City's Base Map and GIS System. 2.. There are various parking areas located in the model areas that should be removed. 3. Provide a signed copy of the Storm Water Management System Maintenance Plan Agreement for the storm water basins. 4. All ponds should have their annual inspection reports completed and submitted to the City for review. In addition, the ponds should be surveyed to verify there are no sediment issues and the volumes are correct. Road,52 Wheeler Sugar Grove, 60554 Ms. Krysti Barksdale-Noble November 9, 2011 Page 2 5. A 48 hour burn test of the street lights should be completed prior to acceptance. 6. There are various areas around the edge of the unit/property line that has silt fence installed that has been damaged or is missing. All silt fence that is damaged or missing should be fixed in order to control sediment runoff. 7. All damaged and/or missing signs around ponds should be replaced or repaired necessary. Storm Sewer 8. The following flared end sections should have the rip rap and flow line cleaned along with placement of additional rip rap as needed: - FES 3-32 - FES 24 - FES 3-1 9. The following storm structures should be cleaned of all debris - Special Storm Structure 23 - INL 3-37 - INL 3-41 B 10. FES 3-1 should have the area around the structures re-graded and restored. 11. The following structures have missing steps that should be replaced: - MH 3-40 - MH 3-9 - MH 3-2 - CB 3-85 - MH 3-8 - CB 3-88 12. The following structures need to have the frame re-centered on the structure: - MH 3-8 - MH 3-40 13. The following structures need to have the fillets poured around the frame of the structure: - CB 21 - INL 3-37 - CB 20 - INL 3-41 B - CB 3-88 - CB 3-41 - INL 3-89 - INL 3-41A - CB 3-85 - CB 3-38 - INL 3-86 - INL 3-39 - CB 3-35 - CB 3-3 - CB 3-36 - INL 3-4 14. The following structures currently have an open lid but should be replaced with a closed lid: - MH 3-84 - MH 3-34 - MH 3-33 15. MH 3-42 should have the rest of the void between the adjusting rings and manhole top mortared. 16. All storm sewer must be televised and reports submitted for review. Ms. Krysti Barksdale-Noble November 9, 2011 Page 3 Sanitary Sewer 17. San MH 3-4 should be cleaned of all debris. Water 18. The paint on various fire hydrants are flaking or chipping. All fire hydrants should be wire brushed and re-painted. 19. The following valve boxes or auxiliary valves should be located for inspection: - VB 3-4 - FH 3-1 - FH 3-3 - VB 3-5 - FH 3-2 - VB 3-12 20. FH 3-6 auxiliary valve adaptor is not connected to the top of the valve. 21. FH 3-8 could not be turned. Roadway 22. The following locations currently have damaged sidewalk that should be removed and replaced. Prior to replacement all locations will be field verified. - Tuscany Trail 10+00 to 17+00 (3 squares + 1 handicap ramp) - Preston Drive 10+00 to 17+00 (3 squares) - Havenhill Court Station 10+00 to 13+50 (2 squares) 23. The following locations currently have damaged curb that should be removed and replaced. Prior to replacement all locations will be field verified. - Tuscany Trail Station 10+00 to 17+00 (50' - 7 locations) - Preston Drive Station 10+00 to 15+00 (50' - 9 locations) - Havenhill Court Station 10+00 to 13+50 (35' -4 locations) 24. All roadways should be milled prior to Hot-Mix Asphalt Surface Course installation. 25. Hot-Mix Asphalt Surface Course should be installed once all patching and curb and gutter repairs have been completed. 26. Once installation of the Hot-Mix Asphalt Surface Course has been completed, hot-poured joint sealer is required along every edge of pavement.. Landscaping 27. Landscaping needs to be installed on all undeveloped parcels. After all parcels have been developed a final review of the landscaping will be completed. 28. All landscaping will need to be revisited again in the spring to verify that all plants are living. In addition, there are many lots without structures thus the landscaping has not been installed. The following missing or dying trees should be removed or replaced: - 1 CO east side of Tuscany Trail in pond station 14+50 Ms. Krysti Barksdale-Noble November 9, 2011 Page 4 - 1 APR east side of Tuscany Trail station 14+50 - 1 FAFF north side of Preston Drive station 11+00 - 1 PCC west of lot EBE1 - 1 TP southwest of lot EBE 2 - 1 CO southwest of lot EBE 2 - 1 CO southwest of lot EBE 3 - 1 TP southwest of lot EBE 3 - 1 PCR south line of Basin 1ONE - 1 PN south of lot EBE 8 - 2 AFM in parkway of lot EBE 7 - 1 BN south of lot EBE 7 If you have any questions or if you require additional information, please call. Very truly yours, ENGINEERING ENTERPRISES, INC. Bradley P. Sanderson, P.E. Vice President BPS/swm pc: Mr. Bart Olson, City Administrator Mr. Eric Dhuse, Director of Public Works Ms. Lisa Pickering, Deputy Clerk JWF, EEI G APub1ic\Yorkvi11e\2011\Y01130-D Grande Reserve\Docs\Unit 13 Punchlist 01 docx Engineering Enterprises,Inc. November 9, 2011 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Grande Reserve Unit 14 Punch List United City of Yorkville Kendall County, Illinois Ms. Noble: Between October 24 and November 1, 2011, representatives of EEI performed a punch list inspection of the above referenced project. A summary of the punch list items is as follows: General 1. Record drawings should be submitted for review. Record drawings must include as-built rim and invert elevations of all new storm sewer and sanitary sewer structures, as well as existing sewer structures where connections are made. For water mains, provide valve rim elevations and top- of-pipe elevations where possible. Water, sanitary, and storm service locations to individual buildings are required to be correctly located on the plan or listed in a table with measurements from the nearest downstream manhole (for sewers) and to the nearest side lot line and distance from back of curb for B-boxes. Benchmarks are to be established on all new hydrants and listed in tabular form. As-built light pole locations and cable routing are to be provided. As-built storm water basin grading and volume calculations, and adequate spot elevations for all major storm overflow paths are required. Additional as-built data may be required on a case by case basis. Record drawings shall also include the same notes, typical sections, and special details provided in the approved plans. Record drawings are required to be prepared by, signed, and sealed by an Illinois Licensed Professional Engineer. Once the record drawings are approved, provide two full-size prints and a digital copy to be imported into the City's Base Map and GIS System. 2. A 48 hour burn test of the street lights should be completed prior to acceptance. 3. The silt fence around the topsoil stock piles needs to be repaired and/or replaced. 4. Mass grading and any infrastructure associated with the development of Park A should be completed as soon as possible in preparation for the development of the Park. In addition, all necessary utility adjustments should be,made and the utility stubs marked in the field. An as- built grading plan will be required The Park shall be completed per the City's Park development standards. Road,52 Wheeler Sugar Grove, 60554 • 1 466-6700 • 1 466-6701 fax—www.eeiw'• • Ms. Krysti Barksdale-Noble November 9, 2011 Page 2 5. There are various areas around the edge of the unit/property line that has silt fence installed that has been damaged or is missing. All silt fence that is damaged or missing should be fixed in order to control sediment runoff. 6. There are various portions of the improvements that are still being farmed. In order to control sediment runoff into the ponds o,r storm sewers the farmer should be contacted and asked to leave a minimum fifty (50') foot strip of vegetation between the farmland and property lines, ponds, or storm sewer. Storm Sewer 7. The following storm structures should be cleaned of all debris: - MH 3-45 - INL 3-52A - INL 3-47 - INL 3-51A 8. MH 3-48 should be located for inspection: 9. MH 3-50 should have the frame re-centered on the structure. 10. The following structures need to have the fillets poured around the frame of the structure: - CB 3-44 - INL 3-13 - MH 3-45 - MH 3-14 - INL 3-51A 11. MH 3-64 currently has a water lid installed. This frame should be replaced with the correct storm lid. 12. The following structures currently have an open lid but should be replaced with a closed lid: - MH 3-65 - INL 3-69 - MH 3-66 - CB 3-110 - MH 3-67 - MH 3-116 - MH 3-68 - MH 3-117 13. All storm sewer must be televised and reports submitted for review. Sanitary Sewer 14. The following structures have missing steps that should be replaced: - San MH 3-10 - San MH 3-12 Roadway 15. An area near 3968 Evans Court (24'x50') should have the binder patched prior to placement of Hot-Mix Asphalt Surface Course. 16. The following locations currently have damaged sidewalk that should be removed and replaced. Prior to replacement all locations will be field verified. - Preston Drive Station 15+00 to 19+00 (2 squares) - Evans Court Station 10+00 to 13+00 (3 squares) Ms. Krysti Barksdale-Noble November 9, 2011 Page 3 17. The following locations currently have damaged curb that should be removed and replaced. Prior to replacement all locations will be field verified. - Preston Drive Station 15+00 to 19+00 (75' - 8 locations) - Evans Court Station 10+00 to 13+00 (35' -6 locations) 18. All roadways should be milled prior to Hot-Mix Asphalt Surface Course installation. 19. Hot-Mix Asphalt Surface Course should be installed once all patching and curb and gutter repairs have been completed. 20. Once installation of the Hot-Mix Asphalt Surface Course has been completed, hot-poured joint sealer is required along every edge of pavement. Landscaping 21. All landscaping will need to be revisited again in the spring to verify that all plants are living. In addition, there are many lots without structures thus the landscaping has not been installed. The following missing or dying trees should be removed or replaced: - 2 BN west of lot EBE 61 - 1 PN south of lot EBE 57 - 1 PN west of lot EBE 61 - 1 GTS east of lot EBE 12 - 2 BN west of lot EBE 60 - 1 AFM north of lot EBE 12 - 1 MPIP west of lot EBE 60 - 1 GTS west of lot EBE 12 - 1 PA northeast of lot EBE 69 - 1 QB south of lot EBE 12 - 1 GTS east of lot EBE 58 - 1 MRJ south of lot EBE 12 - 1 QB southeast of lot EBE 58 22. All landscaping will need to be revisited again in the spring to verify that all plants are living. The following missing or dying foundational and berm plantings should be removed or replaced: - 6 VDR north of lot EBE 60 - 16 CR east of lot EBE 58 If you have any questions or if you require additional information, please call. Very truly yours, ENGINEERING ENTERPRISES, INC. Bradley P. Sanderson, P.E. Vice President BPS/swm PC: Mr. Bart Olson, City Administrator Mr. Eric Dhuse, Director of Public Works Ms. Lisa Pickering, Deputy Clerk JWF, EEI G APublic\Yorkville\2011\YO1130-D Grande Reserve\Docs\Unit 14 Punchlist 01 docx Engineering Enterprises, November 9, 2011 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Grande Reserve Unit 15 Punch List United City of Yorkville Kendall County, Illinois Ms. Noble: Between October 24 and November 1, 2011, representatives of EEI performed a punch list inspection of the above referenced project. A summary of the punch list items is as follows: General 1. Record drawings should be submitted for review. Record drawings must include as-built rim and invert elevations of all new storm sewer and sanitary sewer structures, as well as existing sewer structures where connections are made. For water mains, provide valve rim elevations and top- of-pipe elevations where possible. Water, sanitary, and storm service locations to individual buildings are required to be correctly located on the plan or listed in a table with measurements from the nearest downstream manhole (for sewers) and to the nearest side lot line and distance from back of curb for B-boxes. Benchmarks are to be established on all new hydrants and listed in tabular form. As-built light pole locations and cable routing are to be provided. As-built storm water basin grading and volume calculations, and adequate spot elevations for all major storm overflow paths are required. Additional as-built data may be required on a case by case basis. Record drawings shall also include the same notes, typical sections, and special details provided in the approved plans. Record drawings are required to be prepared by, signed, and sealed by an Illinois Licensed Professional Engineer. Once the record drawings are approved. orovide two full-size prints and a digital copy to be imported into the City's Base Map and GIS System. 2. A 48 hour burn test of the street lights should be completed prior to acceptance. 3. Mass grading and any infrastructure associated with the development of Park B should be completed as soon as possible in preparation for the development of the Park. The Park shall be completed per the City's Park development standards. Road,52 Wheeler Sugar Grove, 60554 • 1 466-6700 • 1 466-6701 fax—www.eeiw'• • Ms. Krysti Barksdale-Noble November 9, 2011 Page 2 4. There are various areas around the edge of the unit/property line that has silt fence installed that.has been damaged or is missing. All silt fence that is damaged or missing should be fixed in order to control sediment runoff. 5. There are various portions of the improvements that are still being farmed. In order to control sediment runoff into the ponds or storm sewers the farmer should be contacted and asked to leave a minimum fifty (50') foot strip of vegetation between the farmland and property lines, ponds, or storm sewer. 6. All damaged and/or missing signs around ponds should be replaced or repaired necessary. Storm Sewer 7. The following flared end sections should have the rip rap and f ow line cleaned along with placement of additional rip rap as needed: — FES 5-78 — FES 5-79 — FES 5-80 8. The following storm structures should be cleaned of all debris — MH 5-60 — MH 5-44 — MH 5-10 — MH 5-43 — MH 5-81 — MH 5-42 — MH 5-77 — INL 5-50 — MH 5-45 9. INL 5-25 should be located for inspection. 10. The following structures need to have the fillets poured around the frame of the structure: — MH 5-60 — MH 5-8 — MH 5-10 — INL 5-18 — CB 5-9 11. MH 5-77 should have the filter fabric replaced. 12. The following structures currently have an open lid but should be replaced with a closed lid: — MH 5-42 — INL 5-45 — MH 5-43 — MH 5-76 — INL 5-44 — MH 5-77 13. All storm sewer must be televised and reports submitted for review. Sanitary Sewer 14. Sari MH 5-9 should be cleaned of all debris. Water 15. The paint on various fire hydrants are flaking or chipping. All fire hydrants should be wire brushed and re-painted. Ms. Krysti Barksdale-Noble November 9, 2011 Page 3 16. VB 5-38's auxiliary valve adaptor is not connected to the top of the valve. 17. FH 5-31's auxiliary valve could not be turned. 18. The following valve box or auxiliary valves could not be opened. These valve boxes or auxiliary valves should be repaired so that they can be opened for inspection: - VB 5-26 - VB 5-12 Roadway 19. The following street lights should be installed as shown in the approved engineering plans: - 5-10 - 5-11 20. The following areas should have the binder patched prior to placement of Hot-Mix Asphalt Surface Course: - The area in front of CB 5-7 (5'x5') - 3729 Bailey Road (10'x10') 23. Hot-Mix Asphalt Surface Course should be installed once all patching and curb and gutter repairs have been completed. 24. All roadways should be milled prior to Hot-Mix Asphalt Surface Course installation. 25. Once installation of the Hot-Mix Asphalt Surface Course has been completed, hot-poured joint sealer is required along every edge of pavement. 26. The bike path on Bailey Road Station 10+60 (15' each side of roadway)(also needs detectable warnings installed) has been damaged and should be removed and replaced. Landscaping 27. Landscaping needs to be installed on all undeveloped parcels. After all parcels have been developed a final review of the landscaping will be completed. 28. All landscaping will need to be revisited again in the spring to verify that all plants are living. The following missing or dying trees should be removed or replaced: - 1 QR north of lot EBE 3 - 1 QR north of lot EBE 1 - 1 QR north of lot EBE 17 - 1 FAFF west of lot EBE 1 - 4 PF west of lot EBE 1 - 16 QB around Basin 8S - 5 APR around Basin 8S - 8 GTS around Basin 8S 29. All landscaping will need to be revisited again in the spring to verify that all plants are living. The following missing or dying foundational and berm plantings should be removed or replaced: - 19 SVR north of lot EBE 2 - All planting around sign north of Baily Road station 11+00 Ms. Krysti Barksdale-Noble November 9, 2011 Page 4 If you have any questions or if you require additional information, please call. Very truly yours, ENGINEERING ENTERPRISES, INC. Bradley P. Sanderson P.E. Vice President BPS/swm pc: Mr. Bart Olson, City Administrator Mr. Eric Dhuse, Director of Public Works Ms. Lisa Pickering, Deputy Clerk JWF, EEI G:\Public\Yorkville\2011\YO1130-D Grande Reserve\Docs\Unit 15 Punchlist 01.docx r Engineering Enterprises, IL I November 9, 2011 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Grande Reserve Unit 19 Punch List United City of Yorkville Kendall County, Illinois Ms. Noble: Between October 24 and November 1, 2011, representatives of EEI performed a punch list inspection of the above referenced project. A summary of the punch list items is as follows: General 1. Record drawings should be submitted for review. Record drawings must include as-built rim and invert elevations of all new storm sewer and sanitary sewer structures, as well as existing sewer structures where connections are made. For water mains, provide valve rim elevations and top- of-pipe elevations where possible. Water, sanitary, and storm service locations to individual buildings are required to be correctly located on the plan or listed in a table with measurements from the nearest downstream manhole (for sewers) and to the nearest side lot line and distance from back of curb for B-boxes. Benchmarks are to be established on all new hydrants and listed in tabular form. As-built light pole locations and cable routing are to be provided. As-built storm water basin grading and volume calculations, and adequate spot elevations for all major storm overflow paths are required. Additional as-built data may be required on a case by case basis. Record drawings shall also include the same notes, typical sections, and special details provided in the approved plans. Record drawings are required to be prepared by, signed, and sealed by an Illinois Licensed Professional Engineer. Once the record drawings are approved, provide two full-size prints and a digital copy to be imported into the City's Base Map and GIS System. 2. Provide a signed copy of the Storm Water Management System Maintenance Plan Agreement for the storm water basins. 1 All ponds should have their annual inspection reports completed and submitted to the City for review. In addition, the ponds should be surveyed to verify there are no sediment issues and the volumes are correct. 4. There are various areas around the edge of the unit/property line that has silt fence installed that has been damaged or is missing. All silt fence that is damaged or missing should be fixed in order to control sediment runoff. Road,52 Wheeler Sugar Grove, 60554 • 1 466-6700 • 1 466-6701 www.eeiweb.com Ms. Krysti Barksdale-Noble November.9, 2011 Page 2 5. All damaged and/or missing signs around ponds should be replaced or repaired necessary. 6'. The final plat needs to be recorded. Storm Sewer 7. The following flared end sections should have the rip rap and flow line cleaned along with placement of additional rip rap as needed: — FES 15 — FES 16 8. Special Storm Structure 14 should be cleaned of all debris 9. All storm sewer must be televised and reports submitted for review. Roadway 10. West side of Basin 10S (25') has an area of damaged bike path. This area should be removed and replaced. Landscaping 11. All landscaping will need to be revisited again in the spring to verify that all plants are living. In addition, there are many lots without structures thus the landscaping has not been installed. The following missing or dying trees should be removed or replaced: — 1 CO southwest corner of Basin 10S — 1 CO west side of Basin 10S — 2 CO north side of Basin 10S - 1 PCR north side of Basin 10S If you have any questions or if you require additional information, please call. Very truly yours, ENGINEERING ENTERPRISES, INC. Bradley P. Sanderson, P.E. Vice President BPS/swm PC: Mr. Bart Olson, City Administrator Mr. Eric Dhuse, Director of Public Works Ms. Lisa Pickering, Deputy Clerk JWF, EEI G APub1ic\Yorkvi11e\2011\YO1130-D Grande Reserve\Docs\Unit 19 Punchlist 01 docx Engineering Enterprises,Inc. �I November 9; 2011 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Grande Reserve Unit 20 Punch List United City of Yorkville Kendall County, Illinois Ms. Noble: Between October 24 and November 1, 2011, representatives of EEI performed a punch list inspection of the above referenced project. A summary of the punch list items is as follows: General 1. Record drawings should be submitted for review. Record drawings must include as-built rim and invert elevations of all new storm sewer and sanitary sewer structures, as well as existing sewer structures where connections are made. For water mains, provide valve rim elevations and top- of-pipe elevations where possible. Water, sanitary, and storm service locations to individual buildings are required to be correctly located on the plan or listed in a table with measurements from the nearest downstream manhole (for sewers) and to the nearest side lot line and distance from back of curl% for B-boxes. Benchmarks are to be established on all new hydrants and listed in tabular form. As-built light pole locations and cable routing are to be provided. As-built storm water basin grading and volume calculations, and adequate spot elevations for all major storm overflow paths are required. Additional as-built data may be required on a case by case basis. Record drawings shall also include the same notes, typical sections, and special details provided in the approved plans. Record drawings are required to be prepared by, signed, and sealed by an Illinois Licensed Professional Engineer. Once the record drawings are approved, provide two full-size prints and a digital copy to be imported into the City's Base Map and GIS System. 2. Provide a signed copy of the Storm Water Management Systern Maintenance Plan Agreement for the storm water basins. 3. All ponds should have their annual inspection reports completed and submitted to the City for review. In addition, the ponds should be surveyed to verify there are no sediment issues and the volumes are correct. 4. A 48 hour burn test of the street lights should be completed prior to acceptance. Road,52 Wheeler Sugar 61 • 1 466-6700 tel — (630)466-6701 e• • I Ms. Krysti Barksdale-Noble November 9, 2011 Page 2 5. There are various parking areas located in the model areas that should be removed. 6. There are various areas around the edge of the unit/property line that has silt fence installed that has been damaged or is missing. All silt fence that is damaged or missing should be fixed in order to control sediment runoff. 7. All damaged and/or missing signs around ponds should be replaced or repaired necessary. Storm Sewer 8. The following flared end sections should have the rip rap and flow line cleaned along with additional rip rap as needed: - FES 18 - FES 2-1 - FES 19 9. The following storm structures should be cleaned of all debris - Special Storm Structure 17 - MH 2-39 10. MH 2-61 should be located for inspection. 11. The following -structures have missing steps that should be replaced: - MH 2-62 - MH 2-36 - MH 2-35 - MH 2-29 12. The following structures need to have the fillets poured around the frame of the structure: - INL 2-44 - INL 2-65 - CB 2-43 - CB 2-69 - CB 2-4 - INL 2-70 - INL 2-24 - C13 2-58 - CB 2-26 - INL 2-59 - 1NL 2-48 - CB 2-53 - CB 2-47 - INL 2-54 - INL 2-47A - CB 2-23 - CB 2-64 - IN L 2-23A 13. The following structures currently have an open lid but should be replaced with a closed lid: - MH 2-45 - MH 2-3 - MH 2-42 - MH 2-22 - MH 2-41 - MH 2-25 - MH 2-21 14. MH 2-3 should have the void around the pipes mortared. 15. FES 2-82 should have the lifting hole mortared. 16. All storm sewer must be televised and reports submitted for review. Ms. Krysti Barksdale-Noble November 9, 2011 Page 3 Sanitary Sewer 17. San MH 2-17 should be located for inspection. Water 18. The paint on various fire hydrants are flaking or chipping. All fire hydrants should be wire brushed and re-painted. 19. FH 2-23's auxiliary valve adaptors are not connected to the top of the valve. 20. The following valves could not be turned: - VB 3-50 VB 2-24 Roadway 21. The following areas should have the binder patched prior to placement of Hot-Mix Asphalt Surface Course: 4008 Brady Street (24'x20') 4023 Brady Street (24'x50') 4004 Shoeger Court (12'x30') 4022 Shoeger Court (15'x15') 22. The following locations have damaged areas on the bike path. These areas should be removed and replaced: - Tuscany Trail Station 16+50 (10') - Tuscany Trail Station 38+15 (10') 23. The following locations currently have damaged sidewalk that should be removed and replaced. Prior to replacement all locations will be field verified. - Shoeger Drive Station 10+00 to 17+00 (1 handicap ramp) - incomplete installation of sidewalk - Shoeger Court Station 10+00 to 13+00 incomplete sidewalk installation - Crocker Drive Station 29+50 to 34+00 (7 squares + 1 handicap ramp) - incomplete sidewalk - Brady Street Station 10+00 to 16+75 (22 squares + 2 handicap ramps) - incomplete sidewalk installation - Tuscany Trail Station 17+50 to 32+00 (2 squares + 2 handicap ramps) 24. The following locations currently have damaged curb that should be removed and replaced. Prior to replacement all locations will be field verified. - Shoeger Drive Station 10+00 to 17+00 (125' - 10 locations) - Shoeger Court Station 10+00 to 13+00 (25' - 3 locations) - Crooker Drive Station 29+50 to 34+00 (40' - 5 locations) - Brady Street Station 10+00 to 16+75 (50' - 7 locations) - Tuscany Trail Station 17+50 to 32+00 (45' -5 locations) 25. All roadways should be milled prior to Hot-Mix Asphalt Surface Course installation. Ms. Krysti Barksdale-Noble November 9, 2011 Page 4 26. Hot-Mix Asphalt Surface Course should be installed once all patching and curb and gutter repairs have been completed 27. Once installation of the Hot-Mix Asphalt Surface Course has been completed, hot-poured joint sealer is required along every edge of pavement. Landscaping 28. All landscaping will need to be revisited again in the spring to verify that all plants are living. In addition, there are many lots without structures thus the landscaping has not been installed. The following missing or dying trees should be removed or replaced: 7 QB around Basin 10NW - 4 PA northwest corner of Mill Road and Tuscany Trail 29. All landscaping will need to be revisited again in the spring to verify that all plants are living. The following missing or dying foundational and berm plantings should be removed or replaced: — All plantings around sign at northwest corner of Mill Road and Tuscany Trail If you have any questions or if you require additional information, please call. Very truly yours, ENGINEERING ENTERPRISES, INC. Bradley P. Sanderson, P.E. Vice President BPS/swm pc: Mr. Bart Olson, City Administrator Mr. Eric Dhuse, Director of Public Works Ms. Lisa Pickering, Deputy Clerk JWF, EEI G:\Public\Yorkville\2011\YO1130-D Grande Reserve\Docs\Unit 20 Punch list 01.docx Engineering Enterprises, Inc. November 9, 2011 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 600 Game Farm Road Yorkville, IL 60560 Re Grande Reserve Unit 21 Punch List United City of Yorkville Kendall County, Illinois Ms. Noble: Between October 24 and November 1, 2011, representatives of EEI performed a punch list inspection of the above referenced project. A summary of the punch list items is as follows: General 1. Record drawings should be submitted for review. Record drawings must include as-built rim and invert elevations of all new storm sewer and sanitary sewer structures, as well as existing sewer structures where connections are made. For water mains, provide valve rim elevations and top- of-pipe elevations where possible. Water, sanitary, and storm service locations to individual buildings are required to be correctly located on the plan or listed in a table with measurements from the nearest downstream manhole (for sewers) and to the nearest side lot line and distance from back of curb for B-boxes. Benchmarks are to be established on all new hydrants and listed in tabular form. As-built light pole locations and cable routing are to be provided. As-built storm water basin grading and volume calculations, and adequate spot elevations for all major storm overflow paths are required. Additional as-built data may be required on a case by case basis. Record drawings shall also include the same notes, typical sections, and special details provided in the approved plans. Record drawings are required to be prepared by, signed, and sealed by an Illinois Licensed Professional Engineer. Once the record drawings are approved, provide two full-size prints and a digital copy to be imported into the City's Base Map and GIS System. 2. A 46 hour burn test of the street lights should be completed prior to acceptance. a. The silt fence around the topsoil stock piles needs to be repaired and/or replaced. 4. There are various areas around the edge of the unit/property line that has silt fence installed that has been damaged or is missing. All silt fence that is damaged or missing should be fixed in order to control sediment runoff. Road,52 Wheeler Sugar Grove, 60554 • 1 466-6700 • 1 466-6701 e• • Ms. Krysti Barksdale-Noble November 9, 2011 Page 2 5. There are various portions of the improvements that are still being farmed. In order to control sediment runoff into the ponds or storm sewers the farmer should be contacted and asked to leave a minimum fifty (50') foot strip of vegetation between the farmland and property lines, ponds, or storm sewer. 6. The storm water easements need to be recorded. Storm Sewer 7. FES 2-92 should have the rip rap and flow line cleaned along with placement of additional rip rap as needed. 8. The following storm structures should be cleaned of all debris — MH 2-86 — MH 2-88 9. All storm sewer must be televised and reports submitted for review. Sanitary Sewer 10. San MH 2-6 should have the areas around the pipe mortared: If you have any questions or if you require additional information, please call. Very truly yours, ENGINEERING ENTERPRISES, INC. 0 Bradley P. Sanderson, P.E. Vice President BPS/swm PC: Mr. Bart Olson, City Administrator Mr. Eric Dhuse, Director of Public Works Ms. Lisa Pickering, Deputy Clerk JWF, EEI G APublic\Yorkville\2011\Y01130-D Grande Reserve\Docs\Unit 21 Punchlist 01.docx Engineering Enterprises,Inc. November 9, 2011 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Grande Reserve Unit 22 Punch List United City of Yorkville Kendall County, Illinois Ms. Noble: Between October 24 and November 1, 2011, representatives of EEI performed a punch list inspection of the above referenced project. A summary of the punch list items is as follows: General 1. Record drawings should be submitted for review. Record drawings must include as-built rim and invert elevations of all new storm sewer and sanitary sewer structures, as well as existing sewer structures where connections are made. For water mains, provide valve rim elevations and top- of-pipe elevations where possible. Water, sanitary, and storm service locations to individual buildings are required to be correctly located on the plan or listed in a table with measurements from the nearest downstream manhole (for sewers) and to the nearest side lot line and distance from back of curb for B-boxes. Benchmarks are to be established on all new hydrants and listed in tabular form As-built light pole locations and cable routing are to be provided. As-built storm water basin grading and volume calculations, and adequate spot elevations for all major storm overflow paths are required. Additional as-built data may be required on a case by case basis. Record drawings shall also include the same notes, typical sections, and special details provided in the approved plans. Record drawings are required to be prepared by, signed, and sealed by an Illinois Licensed Professional Engineer. Once the record drawings are approved, provide two full-size prints and a digital copy to be imported into the City's Base Map and GIS System. 2 A 48 hour burn test of the street lights should be completed prior to acceptance. 3. There are various areas around the edge of the unit/property line that has silt fence installed that has been damaged or is missing. All silt fence that is damaged or missing should be fixed in order to control sediment runoff. Road,52 Wheeler Sugar Grove, 60554 • 1 466-6700 • 1 466-6701 fax -www.eeiw'• • Ms. Krysti Barksdale-Noble November 9, 2011 Page 2 Storm Sewer 4. INL 5-54 should be cleaned of all debris. 5. The following structures need to have the fillets poured around the frame of the structure: - CB 5-53 - INL 5-28 - INL 5-54 - CB 5-30 6. The following structures need to have the frame re-centered on the structure: - MH 5-52 - INL 5-14 7. The following structures could not be opened for inspection: - CB 5-24 - CB 5-23 8. INL 5-31 has an incorrect frame installed and should have the correct curb frame installed. 9. All storm sewer must be televised and reports submitted for review. Sanitary Sewer 10. The following sanitary sewer manholes should have their frames re-centered on the structure and the chimney seals replaced/repaired: - San MH 5-28 - San MH 5-12 Water 11. The paint on various fire hydrants are flaking or chipping. All fire hydrants should be wire brushed and re-painted. 12. FH 5-22's auxiliary valve adaptor is not connected to the top of the valve. 13. The following valves could not be turned: - FH 5-18 - FH 5-21 - FH 5-17 - VB 5-15 14. The following valve boxes or auxiliary valves need to be vertically straightened: - FH 5-17 - FH 5-22 15. FH 5-29's auxiliary valve needs to have the box top replaced. Roadway 16. The following locations currently have damaged sidewalk that should be removed and replaced. Prior to replacement all locations will be field verified. - No sidewalk installed on Bissel Drive - Incomplete sidewalk on Bailey Road from station 10+00 to 16+50 - Bailey Road Station 16+50 to 24+00 (2 squares) Ms. Krysti Barksdale-Noble November 4, 2011 Page 3 17. The following locations currently have damaged curb that should be removed and replaced. Prior to replacement all locations will be field verified. a. Bissel Drive Station 10+00 to 19+50 (30' —4 locations) b. Bailey Road Station 10+00 to 16+50 (50' —7 locations) c. Bailey Road Station 16+50 to 24+00 (25' —5 locations) 18. All roadways should be milled prior to Hot-Mix Asphalt Surface Course installation. 19. Hot-Mix Asphalt Surface Course should be installed once all patching and curb and gutter repairs have been completed. 20. Once installation of the Hot-Mix Asphalt Surface Course has been completed, hot-poured joint sealer is required along every edge of pavement. Landscaping 21. Landscaping needs to be installed on all undeveloped parcels. After all parcels have been developed a final review of the landscaping will be completed. If you have any questions or if you require additional information, please call. Very truly yours, ENGINEERING ENTERPRISES, INC. radley P. Sanderson, P.E. Vice President BPS/swm PC: Mr. Bart Olson, City Administrator Mr. Eric Dhuse, Director of Public Works Ms. Lisa Pickering, Deputy Clerk JWF, EEI G APublic\Yorkville\2011\YO1130-D Grande Reserve\Docs\Unit 22 Punchlist 01 docx Engineering Enterprises, November 9, 2011 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Grande Reserve Unit 23 Punch List United City of Yorkville Kendall County, Illinois Ms. Noble. Between October 24 and November 1, 2011, representatives of EEI performed a punch list inspection of the above referenced project. A summary of the punch list items is as follows: General 1. Record drawings should be submitted for review. Record drawings must include as-built rim and invert elevations of all new storm sewer and sanitary sewer structures, as well as existing sewer structures where connections are made. For water mains, provide valve rim elevations and top- of-pipe elevations where possible. Water, sanitary, and storm service locations to individual buildings are required to be correctly located on the plan or listed in a table with measurements from the nearest downstream manhole (for sewers) and to the nearest side lot line and distance from back of curb for B-boxes. Benchmarks are to be established on all new hydrants and listed in tabular form. As-built light pole locations and cable routing are to be provided. As-built storm water basin grading and volume calculations, and adequate spot elevations for all major storm overflow paths are required. Additional as-built data may be required on a case by case basis. Record drawings shall also include the same notes, typical sections, and special details provided in the approved plans. Record drawings are required to be prepared by, signed, and sealed by an Illinois Licensed Professional Engineer. Once the record drawings are approved, provide two full-size prints and a digital copy to be imported into the City's Base Map and GIS System. 2. Provide a signed copy of the Storm Water Management System Maintenance Plan Agreement for the storm water basins. All ponds should have their annual inspection reports completed and submitted to the City for review. In addition, the ponds should be surveyed to verify there are no sediment issues and the volumes are correct. 4. A 48 hour burn test of the street lights should be completed prior,to acceptance. 5. There are various parking areas located in the model areas that should be removed. Road,52 Wheeler Sugar Grove, 60554 • 1 466-6700 • 1 466-6701 www.eeiweb.com Ms. Krysti Barksdale-Noble November 9, 2011 Page 2 6. The silt fence around Basin 13 needs to be repaired and/or replaced. 7. All Galena Road Improvements should be completed prior to acceptance. Please provide any updated plans for review. 8. There are various areas around the edge of the unit/property line that has silt fence installed that has been damaged or is missing. All silt fence that is damaged or missing should be fixed in order to control sediment runoff. 9. All damaged and/or missing signs around ponds should be replaced or repaired necessary. Storm Sewer 10. The following flared end sections should have the rip rap and flow line cleaned along with placement of additional rip rap as needed: - FES 3-102 - FES 1-218 - FES 1-294 - FES 1-90 - FES 1-293 - FES 3-25 - FES 1-37 - FES 1-224 - FES 1-87 - FES 1-225 11. FES 3-25 at in the southeast corner of pond 12 should have the grate reattached to the flared end section. 12. The following storm structures should be cleaned of all debris - INL 1-54 - INL 1-197 - INL 1-44A - INL 1-200 - INL 1-105A - INL 1-177A - INL 1-97 - INL 1-189A - INL 1-158A - MH 1-107 - INL 1-159 - MH 1-228 - INL 1-107 13. The following structures should have the area around the structures regraded and restored: - FES 1-294 - FES 1-293 14. INL 1-208A should be located for inspection. 15. The following structures have missing steps that should be replaced: - CB 1-96 - CB 1-177 - CB 1-190 16. MH 1-157 should to have frame re-centered on the structure. 17. The following structures need to have the fillets poured around the frame of the structure: - INL 1-206 - INL 1-107 - CB 1-202 - INL 1-191 - INL 1-203 - CB 1-39 Ms. Krysti Barksdale-Noble November 9, 2011 Page 3 CB 1-88 - CB 1-89 18. The following structures currently have an open lid but should be replaced with a closed lid: MH 1-107A - MH 1-58 - MH 1-63 - MH 1-165 19. The following structures need to have the void around the pipes mortared: - MH 1-64 - MH 1-221 20. The following structures should have the lifting hooks cut off: - MH 1-52 - MH 1-237 - MH 1-234 21. CB 1-188 should has a damaged frame that should be replaced. 22. All storm sewer must be televised and reports submitted for review. Sanitary Sewer 23. The following sanitary sewer manholes should have their frames re-centered on the structure and the chimney seals replaced/repaired: - San MH 1-16 - San MH 1-6 24. Fox Metro has been contacted regarding all sanitary testing on the site. A final testing report will be sent at a later date. Water 25. The paint on various fire hydrants are flaking or chipping. All fire hydrants should be wire brushed and re-painted. 26. The following valve boxes or auxiliary valve adaptors are not connected to the top of the valve: - FH 1-1 - FH 1-13 - VB 1-3 - VB 1-22 - VB 1-6 - FH 1-30A - FH 1-12A 27. The following valves could not be turned: - VB 1-11 - VB 1-21 - VB 1-14 - VB 1-30 - VB 1-18 - VB 1-32A - VB 1-20 - VB 1-33 - VB 1-26 - VB 1-35 - VB 1-28 28. The following fire hydrants need to be extended so that the center of the main nozzle is between 18" and 24" from the ground: - FH 1-1 - FH 1-27 Ms. Krysti Barksdale-Noble November 9, 2011 Page 4 Roadway 29. The area just east Blackhawk on Millbrook at cul-de-sac (10'x10'x4 each) should have the binder patched prior to placement of Hot-Mix Asphalt Surface Course. 30. The following locations currently have damaged sidewalk that should be removed and replaced. Prior to replacement all locations will be field verified. - Tuscany Trail Station 31+60 to 47+50 (4 squares) - East Millbrook Circle Station 10+00 to 20+00 (8 squares) - incomplete sidewalk installation - East Millbrook Circle Station 20+00 to 28+00- incomplete sidewalk installation - East Millbrook Circle Station 28+00 to 37+00 (1 handicap ramp) - incomplete sidewalk installation - Owen Court Station 10+00 to 13+00- incomplete sidewalk installation - Gains Court Station 10+00 to 13+50- incomplete sidewalk installation - Sheridan Court Station 10+00 to 13+00 - incomplete sidewalk installation - Ketchum Court Station 10+00 to 12+50 - incomplete sidewalk installation - East Millbrook Circle cul-de-sacs Station 35+00 (3 squares + 1 handicap ramp) - incomplete sidewalk installation - Blackhawk Boulevard Station 10+00 to 13+75 (1 handicap ramp) - Preston Drive Station 10+00 to 12+00 (4 squares + 3 handicap ramps) 31. The following locations currently have damaged curb that should be removed and replaced. Prior to replacement all locations will be field verified. - Tuscany Trail Station 31+60 to 47+50 (50' - 10 locations) - East Millbrook Circle Station 10+00 to 20+00 (200' -20 locations) - East Millbrook Circle Station 20+00 to 28+00 (100' - 16 locations) East Millbrook Circle Station 28+00 to 37+00 (40'- 8 locations) Owen Court Station 10+00 to 13+00 (10' -2 locations) - Gains Court Station 10+00 to 13+50 (25' - 5 locations) Sheridan Court Station 10+00 to 13+00 (130' - 16 locations) Ketchum Court Station 10+00 to 12+50 (20' -4 locations) East Millbrook Circle cul-de-sac Station 35+00 (35' - 7 locations) - Blackhawk Boulevard Station 10+00 to 13+75 (65' - 12 locations) - Preston Drive Station 10+00 to 12+00 (20' -4 locations) 32. All roadways should be milled prior to Hot-Mix Asphalt Surface Course installation. 33. Hot-Mix Asphalt Surface Course should be installed once all patching and curb and gutter repairs have been completed. 34. Once installation of the Hot-Mix Asphalt Surface Course has been completed, hot-poured joint sealer is required along every edge of pavement. Ms. Krysti Barksdale-Noble November 9, 2011 Page 5 Landscaping 35. All landscaping will need to be revisited again in the spring to verify that all plants are living. In addition, there are many lots without structures thus the landscaping has not been installed. The following missing or dying trees should be removed or replaced: - 1 PCA southeast corner of Galena Road and Blackhawk Boulevard - 1 QB north of lot 239 on berm along Galena Road - 1 UXF north of lot 239 - 1 CS north of lot 239 on berm along Galena Road - 1 AFM north of lot 243 - 1 FPS north of lot 250 on berm along Galena Road - 2 ARS north of lot 251 on berm along Galena Road - 2 QB north of lot 252 on berm along Galena Road - 1 AFM north of lot 251 - 2 UXP south of lot 251 - 1 FAFF south of lot 244 - 1 AFSG southwest of lot 260 - 1 QR north of lot 259 - 1 QB on the berm on the east side of Basin 13 - 1 AC east of lot 263 - 4 BN east of lot 266 - 3 AC east of lot 274 - 1 AC east of lot 275 - 1 ASB north of lot 232 - 1 AFSG north of lot 227 - 2 AFSG north of lot 234 - 3 AC6 north of lot 167 - 1 AFM east side of Tuscany Trail station 43+00 - 1 GTS west side of Tuscany Trail station 41+25 - 1 GTS west side of Tuscany Trail station 40+00 - 1 PCE west side of Tuscnay Trail station 38+75 - 1 QR east of lot 284 - 1 QB west side of Tuscany Trail station 34+50 - 1 PCA4 west side of Blackhawk Boulevard station 11+00 - 1 MSF west side of Blackhawk Boulevard 13+75 - 1 FAFF north of lot 97 - 1 GTS northeast of lot 86 - 1 ARO north of lot 86 36. All landscaping will need to be revisited again in the spring to verify that all plants are living. The following missing or dying foundational and berm plantings should be removed or replaced: - 15 CR southeast corner of Galena Road and Blackhawk Boulevard - 18 REB southeast corner of Galena Road and Black hawk Boulevard - 9 THE southeast corner of Galena Road and Blackhawk Boulevard - 6 SPM west side of Tuscany Trail Station 42+50 8 SPM west side of Tuscany Trail station 42+00 9 SPM west side of Tuscany Trail station 41+75 Ms. Krysti Barksdale-Noble November 9, 2011 Page 6 - 19 SNF west side of Tuscany Trail station 41+25 - 21 FOM west side of Tuscany Trail station 40+00 - 28 RKO west side of Tuscany Trail station 39+00 - 11 CR east of lot 283 - 48 REB west side of Tuscany Trail station 37+00 - 20 FOM west side of Tuscany Trail station 36+00 - 16 SXV west side of Tuscany Trail station 35+50 - 29 REB in island at intersection of Blackhawk Boulevard and Galena Road - 11 SPM in island at intersection of Blackhawk Boulevard and Galena Road - 2 MSF east side of Blackhawk Boulevard station 11+50 - 9 REB in northwest corner of Tuscany Trail and Preston Drive - 2 TMW west side of Tuscany Trail station 29+50 - 7 SMK west side of Tucany Trail station 29+00 - All plantings around sign at northwest corner of Blackhawk Boulevard and Galena Road If you have any questions or if you require additional information, please call. Very truly yours, ENGINEERING ENTERPRISES, INC. Bradley P. Sanderson, P.E. Vice President BPS/swm pc: Mr. Bart Olson, City Administrator Mr. Eric Dhuse, Director of Public Works Ms. Lisa Pickering, Deputy Clerk JWF, EEI G'.\Public\Yorkville\2011\YO1130-D Grande Reserve\Docs\Unit 23 Punchlist 01 docx Engineering Enterprises, November 9, 2011 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 800 Game Farm Road Yorkville, Il- 60560 Re: Grande Reserve Unit 26 Punch List United City of Yorkville Kendall County, Illinois Ms. Noble. Between October 24 and November 1, 2011, representatives of EEI performed a punch list inspection of the above referenced project. A summary of the punch list items is as follows: Genera! 1. Record drawings should be submitted for review. Record drawings must include as-built rim and invert elevations of all new storm sewer and sanitary sewer structures, as well as existing sewer structures where connections are made. For water mains, provide valve rim elevations and top- of-pipe elevations where possible. Water, sanitary, and storm service locations to individual buildings are required to be correctly located on the plan or listed in a table with measurements from the nearest downstream manhole (for sewers) and to the nearest side lot line and distance from back of curb for B-boxes. Benchmarks are to be established on all new hydrants and listed in tabular form. As-built light pole locations and cable routing are to be provided. As-built storm water basin grading and volume calculations, and adequate spot elevations for all major storm overflow paths are required. Additional as-built data may be required on a case by case basis. Record drawings shall also include the same notes, typical sections, and special details provided in the approved plans. Record drawings are required to be prepared by, signed, and sealed by an Illinois Licensed Professional Engineer. Once the record drawings are approved, provide two full-size prints and a digital copy to be imported into the City's Base Map and GIS System. 2. Provide a signed copy of the Storm Water Management System Maintenance Plan Agreement for the storm water basins. 3. All ponds should have their annual inspection reports completed and submitted to the City for review. In addition, the ponds should be surveyed to verify there are no sediment issues and the volumes are correct. 4. A 48 hour burn test of the street lights should be completed prior to acceptance. Road,52 Wheeler Sugar Grove, 60554 • 1 466-6700 • 1 466-6701 fax— www.eeiw'• • Ms. Krysti Barksdale-Noble November 9, 2011 Page 2 5. The silt fence around the topsoil stock piles need to be repaired and/or replaced. 6. There are various areas around the edge of the unit/property line that has silt fence installed that has been damaged or is missing. All silt fence that is damaged or missing should be fixed in order to control sediment runoff. 7. There are various portions of the improvements that are still being farmed. In order to control sediment runoff into the ponds or storm sewers the farmer should be contacted and asked to leave a minimum fifty (50') foot strip of vegetation between the farmland and property lines, ponds, or storm sewer. 8. All damaged and/or missing signs around ponds should be replaced or repaired necessary. 9. The storm water management easements need to be recorded. Storm Sewer 10. The following flared end sections should have the rip rap and flow line cleared along with placement of additional rip rap as needed: — FES 1-286 — FES 1-290 — FES 1-288 11. All storm sewer must be televised and reports submitted for review. If you have any questions or if you require additional information, please call. Very truly yours, ENGINEERING ENTERPRISES, INC. Bradley P. Sanderson, P.E. Vice President BPS/swm PC. Mr. Bart Olson, City Administrator Mr. Eric Dhuse, Director of Public Works Ms. Lisa Pickering, Deputy Clerk JWF, EEI G APublic\Yorkville\2011\YO1130-D Grande Reserve\Docs\Unit 26 Punchlist 01 docx Co. Reviewed By: Agenda Item Number S� 4 ,�. .► Legal ❑ CA#1 EST. ts�s Finance ■ Engineer ❑ Tracking Number L y City Administrator ❑ v 0 Public Works ❑ CC 2011-125 LE Agenda Item Summary Memo Title: Bill Payments - $730,744.81 Meeting and Date: City Council 11/22/11 Synopsis: Approval of bill payments. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Racbel Wright Finance Name Department Agenda Item Notes: DATE: 11/17/11 UNITED CITY OF YORKVILLE PAGE: 1 TIME: 17 :41:28 CHECK REGISTER PRG ID: AP215000.WOW CHECK DATE: 11/22/11 CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT -------------------------------------------------------------------------------------------------------------------------- 512268 AA000003 DANIEL V. TRANSIER 103111 10/31/11 01 POLICE-OCT 5 & 12 HEARINGS 01-210-54-00-5467 300.00 INVOICE TOTAL: 300.00 * CHECK TOTAL: 300.00 512269 ACCURINT LEXISNEXIS RISK DATA MGMT. 1249304-20111031 10/31/11 01 POLICE-OCTOBER SEARCHES 01-210-54-00-5462 50.00 INVOICE TOTAL: 50.00 * CHECK TOTAL: 50.00 512270 AIRGAS AIRGAS NORTH CENTRAL 105886073 10/31/11 01 STREETS-1 YEAR LEASE 01-410-54-00-5462 62.99 INVOICE TOTAL: 62.99 * CHECK TOTAL: 62.99 512271 ARAMARK ARAMARK UNIFORM SERVICES 610-7266055 10/25/11 01 STREETS-UNIFORMS 01-410-56-00-5600 37.07 02 WATER OP-UNIFORMS 51-510-56-00-5600 37.06 03 SEWER OP-UNIFORMS 52-520-56-00-5600 37.06 INVOICE TOTAL: 111.19 * 610-7275719 11/01/11 01 STREETS-UNIFORMS 01-410-56-00-5600 34 .56 02 WATER OP-UNIFORMS 51-510-56-00-5600 34 .56 03 SEWER OP-UNIFORMS 52-520-56-00-5600 34.58 INVOICE TOTAL: 103.70 * CHECK TOTAL: 214 .89 512272 ATT AT&T P1 DATE: 11/17/11 UNITED CITY OF YORKVILLE PAGE: 2 TIME: 17: 41:28 CHECK REGISTER PRG ID: AP215000.WOW CHECK DATE: 11/22/11 CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT --------------------------------------------------------------------------------------------------------- 512272 ATT AT&T 6305533436-1011 10/25/11 01 POLICE-MONTHLY CHARGES 01-210-54-00-5440 41 .52 INVOICE TOTAL: 41.52 * 6305536805-1011 10/25/11 01 WATER OP-MONTHLY CHARGES 51-510-54-00-5440 88.26 INVOICE TOTAL: 88 .26 * CHECK TOTAL: 129.78 512273 ATTLONG AT&T LONG DISTANCE 82893213-1011 11/01/11 01 POLICE-MONTHLY LONG DISTANCE 01-210-54-00-5440 53.97 02 WATER OP-MONTHLY LONG DISTANCE 51-510-54-00-5440 48 .20 03 ADMIN-MONTHLY LONG DISTANCE 01-110-54-00-5440 3.20 INVOICE TOTAL: 105.37 * CHECK TOTAL: 105.37 512274 AURBLA AURORA BLACKTOP 33993 11/01/11 01 MFT-SURFACE PATCHING 15-155-56-00-5640 750.23 INVOICE TOTAL: 750.23 * CHECK TOTAL: 750.23 512275 B&FTECH B&F TECHNICAL CODE SERVICES 33984 10/31/11 01 COMM/DEV-OCTOBER INSPECTIONS 01-220-54-00-5459 1, 120.00 INVOICE TOTAL: 1,120.00 * CHECK TOTAL: 1, 120.00 512276 BATTERYS BATTERY SERVICE CORPORATION 215666 10/20/11 01 STREETS-BATTERY FOR EXPLORER 01-410-54-00-5495 85.50 INVOICE TOTAL: 85.50 * P2 DATE: 11/17/11 UNITED CITY OF YORKVILLE PAGE: 3 TIME: 17:41 :28 CHECK REGISTER PRG ID: AP215000.WOW CHECK DATE: 11/22/11 CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ 512276 BATTERYS BATTERY SERVICE CORPORATION 215870 10/28/11 01 STREETS-3 BATTERIES 01-410-54-00-5495 278.85 INVOICE TOTAL: 278.85 * CHECK TOTAL: 364 .35 512277 BKFD BRISTOL KENDALL FIRE DEPART. 103111-DEV 11/15/11 01 TRUST/AGENCY-3RD QTR 2011 95-000-24-00-2452 19, 900.00 INVOICE TOTAL: 19, 900.00 CHECK TOTAL: 19, 900.00 512278 BPAMOCO BP AMOCO OIL COMPANY 31857009-PD 10/24/11 01 POLICE-GASOLINE 01-210-56-00-5695 151.03 INVOICE TOTAL: 151.03 * CHECK TOTAL: 151.03 512279 BPAMOCO BP AMOCO OIL COMPANY 31857010-PW 11/14/11 01 STREETS-GASOLINE 01-410-56-00-5695 330.29 02 WATER OP-GASOLINE 51-510-56-00-5695 330.29 03 SEWER OP-GASOLINE 52-520-56-00-5695 330.31 INVOICE TOTAL: 990.89 * CHECK TOTAL: 990.89 512280 BROIHLAW LAW OFFICE OF J.C. BROIHIER 11110 11/01/11 01 POLICE-OCTOBER LEGAL 01-210-54-00-5411 1,035.00 INVOICE TOTAL: 1,035.00 * CHECK TOTAL: 1, 035.00 P3 DATE: 11/17/11 UNITED CITY OF YORKVILLE PAGE: 4 TIME: 17: 41:28 CHECK REGISTER PRG ID: AP215000.WOW CHECK DATE: 11/22/11 CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT -------------------------------------------------------------------------------------------------------------- 512281 CAMBRIA CAMBRIA SALES COMPANY INC. 31478 08/03/11 01 SEWER OP-PAPER TOWEL 52-520-56-00-5620 55.50 INVOICE TOTAL: 55.50 * 31780 11/01/11 01 ADMIN-SOAP DISPENSER 01-110-56-00-5610 14 .22 INVOICE TOTAL: 14 .22 * 31791 11/03/11 01 ADMIN-TOWEL, TOLIET PAPER, 01-110-56-00-5610 90.85 02 TRASH LINERS ** COMMENT ** INVOICE TOTAL: 90.85 * CHECK TOTAL: 160.57 512282 CARGILL CARGILL, INC 2900168400 10/04/11 01 WATER OP-BULK ROCK 51-510-56-00-5638 2,797.71 INVOICE TOTAL: 2,797.71 * 2900193873 10/19/11 01 WATER OP-BULK ROCK 51-510-56-00-5638 2,775. 99 INVOICE TOTAL: 2,775.99 * 2900196375 10/20/11 01 WATER OP-BULK ROCK 51-510-56-00-5638 2,746.41 INVOICE TOTAL: 2,746.41 * 2900215691 11/01/11 01 WATER OP-BULK ROCK 51-510-56-00-5638 2,791. 91 INVOICE TOTAL: 2,791 . 91 * CHECK TOTAL: 11, 112.02 512283 CARTERSC SCOTT CARTER 081911 08/19/11 01 POLICE-MEALS FOR MOTORCYCLE 01-210-54-00-5415 48. 65 02 SCHOOL ** COMMENT ** INVOICE TOTAL: 48. 65 CHECK TOTAL: 48.65 P4 DATE: 11/17/11 UNITED CITY OF YORKVILLE PAGE: 5 TIME: 17:41:28 CHECK REGISTER PRG ID: AP215000.WOW CHECK DATE: 11/22/11 CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT ------------------------------------------------------------------------------------------------------------- 512284 CENSOD CENTRAL SOD INV52492 10/11/11 01 LAND CASH-RAINTREE B GRASS 72-720-60-00-6036 1, 626.00 INVOICE TOTAL: 1, 626.00 * INV52493 10/11/11 01 LAND CASH-RAINTREE B GRASS 72-720-60-00-6036 1, 626.00 INVOICE TOTAL: 1, 626.00 * CHECK TOTAL: 3, 252.00 512285 CHEMICAL CHEMICAL PUMP SALES & SERVICE 71539 11/03/11 01 WATER OP-VACUUM REPAIR & KIT 51-510-56-00-5640 469.00 INVOICE TOTAL: 469.00 * 71541 11/03/11 01 WATER OP-SEAL, MOTOR REPAIR 51-510-56-00-5638 634 .75 INVOICE TOTAL: 634 .75 * CHECK TOTAL: 1, 103.75 512286 CLASLAND CLASSIC LANDSCAPE, LTD 74361 10/31/11 01 ADMIN-FOX HILL OCTOBER MAINT. 11-111-54-00-5495 613.64 INVOICE TOTAL: 613. 64 * 74362 10/31/11 01 ADMIN-SUNFLOWER OCTOBER MAINT. 12-112-54-00-5495 520.00 INVOICE TOTAL: 520.00 * CHECK TOTAL: 1, 133.64 512287 COLLINSA COLLINS, ALBERT 110211 11/02/11 01 ADMIN-REFUND FOR OVERPAYMENT 01-000-13-00-1371 22.73 02 OF FINAL WATER BILL ** COMMENT ** INVOICE TOTAL: 22.73 CHECK TOTAL: 22.73 P5 DATE: 11/17/11 UNITED CITY OF YORKVILLE PAGE: 6 TIME: 17:41:28 CHECK REGISTER PRG ID: AP215000.WOW CHECK DATE: 11/22/11 CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ 512288 COMCAST COMCAST CABLE 102611-PD 10/26/11 01 POLICE-MONTHLY CHARGES 01-210-56-00-5620 4.17 INVOICE TOTAL: 4 .17 * CHECK TOTAL: 4 .17 512289 COMED COMMONWEALTH EDISON 0185079109-1011 10/28/11 01 WATER OP-420 FAIRHAVEN 51-510-54-00-5480 125.58 INVOICE TOTAL: 125.58 * 0435113116-1011 10/31/11 01 STREETS-LIGHTS 01-410-54-00-5480 87.93 INVOICE TOTAL: 87.93 * 0903040077-1011 10/27/11 01 STREETS-LIGHTS 01-410-54-00-5480 2,528.81 INVOICE TOTAL: 2, 528.81 * 0908014004-1011 10/31/11 01 WATER OP-WELLS 51-510-54-00-5480 67.30 INVOICE TOTAL: 67.30 * 0966038077-1011 10/26/11 01 STREETS-LIGHTS 01-410-54-00-5480 59.31 INVOICE TOTAL: 59.31 * 1407125045-1011 10/31/11 01 SEWER OP-FOX HILL LIFT STATION 52-520-54-00-5480 86.03 INVOICE TOTAL: 86.03 * 2019099044-1011 11/03/11 01 WATER OP-WELLS 51-510-54-00-5480 41.64 INVOICE TOTAL: 41. 64 * 2961017043-1011 10/27/11 01 SEWER OP-LIFT STATIONS 52-520-54-00-5480 99.26 INVOICE TOTAL: 99.26 * 4085080033-1011 10/31/11 01 WATER OP-1991 CANNONBALL TRAIL 51-510-54-00-5480 159.30 INVOICE TOTAL: 159.30 * 4449087016-1011 11/03/11 01 SEWER OP-LIFT STATIONS 52-520-54-00-5480 756.33 INVOICE TOTAL: 756.33 * P6 DATE: 11/17/11 UNITED CITY OF YORKVILLE PAGE: 7 TIME: 17:41:28 CHECK REGISTER PRG ID: AP215000.WOW CHECK DATE: 11/22/11 CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ 512289 COMED COMMONWEALTH EDISON 4475093053-1011 10/28/11 01 WATER OP-610 TOWER LANE 51-510-54-00-5480 165.99 INVOICE TOTAL: 165.99 * 6963019021-1011 11/11/11 01 STREETS-LIGHTS 01-410-54-00-5480 31.74 INVOICE TOTAL: 31.74 * 7090039005-1011 11/07/11 01 STREETS-LIGHTS 01-410-54-00-5480 20.94 INVOICE TOTAL: 20.94 * CHECK TOTAL: 4, 230.16 512290 DAVEAUTO DAVID L CHELSEN 18609 10/31/11 01 POLICE-ROTOR REPAIRS 01-210-54-00-5495 260.00 INVOICE TOTAL: 260.00 * CHECK TOTAL: 260.00 512291 DEPO DEPO COURT REPORTING SVC, INC 15172 10/26/11 01 POLICE-10/12/11 ADMIN HEARING 01-210-54-00-5467 175.00 INVOICE TOTAL: 175.00 * 15173 10/26/11 01 POLICE-10/19/11 ADMIN HEARING 01-210-54-00-5467 175.00 INVOICE TOTAL: 175.00 * 15174 10/26/11 01 POLICE-10/26/11 ADMIN HEARING 01-210-54-00-5467 175.00 INVOICE TOTAL: 175.00 * 15181 11/04/11 01 ESCROW-10/12/11 PUBLIC HEARING 90-033-33-00-0011 380.55 02 312 WALTER STREET ** COMMENT ** INVOICE TOTAL: 380.55 * 15182 11/04/11 01 POLICE-11/2/11 ADMIN HEARING 01-210-54-00-5467 175.00 INVOICE TOTAL: 175.00 * CHECK TOTAL: 1, 080.55 P7 DATE: 11/17/11 UNITED CITY OF YORKVILLE PAGE: 8 TIME: 17 :41:28 CHECK REGISTER PRG ID: AP215000.WOW CHECK DATE: 11/22/11 CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT ---------------------------------------------------------------------------------------------------------------------------------- 512292 DFS DOJE'S FORENSIC SUPPLIES 17389 10/30/11 01 POLICE-EVIDENCE LABELS 01-210-56-00-5620 41.80 INVOICE TOTAL: 41.80 * CHECK TOTAL: 41.80 512293 DUYS DUY'S COMFORT SHOES 20007236 10/31/11 01 SEWER OP-1 PAIR BOOTS 52-520-56-00-5600 170.00 INVOICE TOTAL: 170.00 * CHECK TOTAL: 170.00 512294 EEI ENGINEERING ENTERPRISES, INC. 49973 10/27/11 01 ADMIN-X-PAC SUBDIVISION 01-640-54-00-5465 247.00 INVOICE TOTAL: 247.00 * 49974 10/27/11 01 ADMIN-STAFF, CITY COUNCIL & 01-640-54-00-5465 1, 900.00 02 COMMITTEE MEETINGS ** COMMENT ** INVOICE TOTAL: 11900.00 * 49975 10/27/11 01 MFT-NORTH RT 47 IMPROVEMENTS 15-155-60-00-6079 451.00 INVOICE TOTAL: 451.00 * 49976 10/27/11 01 MET-SOUTH RT 47 IMPROVEMENTS 15-155-60-00-6079 425.33 INVOICE TOTAL: 425.33 * 49977 10/27/11 01 ADMIN-TRAFFIC CONTROL SIGNAGE 01-640-54-00-5465 1, 360.75 02 & MARKINGS ** COMMENT ** INVOICE TOTAL: 1, 360.75 * 49978 10/27/11 01 MFT-CENTRAL RT 47 IMPROVEMENTS 15-155-60-00-6079 6, 982.25 INVOICE TOTAL: 6, 982.25 * 49979 10/27/11 01 MFT-RIVER ROAD BRIDGE 15-155-60-00-6075 919.75 PB DATE: 11/17/11 UNITED CITY OF YORKVILLE PAGE: 9 TIME: 17:41:28 CHECK REGISTER PRG ID: AP215000.WOW CHECK DATE: 11/22/11 CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT ----------------------------------------------------------------------------------------------- 512294 EEI ENGINEERING ENTERPRISES, INC. 49979 10/27/11 02 IMPROVEMENTS ** COMMENT ** INVOICE TOTAL: 919.75 * 49980 10/27/11 01 MFT-2011 MFT 15-155-60-00-6073 469.50 INVOICE TOTAL: 469.50 * 49981 10/27/11 01 CITY CAPITAL-SAFE ROUTES TO 23-230-60-00-6092 1, 171.00 02 SCHOOL ** COMMENT ** INVOICE TOTAL: 1, 171.00 * 49982 10/27/11 01 ADMIN-2011 BRIDGE INSPECTIONS 01-640-54-00-5465 374 .50 INVOICE TOTAL: 374 .50 * 49983 10/27/11 01 ADMIN-2011 KEN COM 01-640-54-00-5465 227.50 INVOICE TOTAL: 227.50 * 49984 10/27/11 01 ESCROW-FOUNTAINVIEW 90-007-07-00-0111 204 .00 INVOICE TOTAL: 204.00 * 49985 10/27/11 01 ADMIN-CANNONBALL & RT 47 01-640-54-00-5465 167.00 02 IMPROVEMENTS ** COMMENT ** INVOICE TOTAL: 167.00 * 49986 10/27/11 01 ADMIN-KENDALL MARKETPLACE 01-640-54-00-5465 3,739.97 02 IMPROVEMENTS ** COMMENT ** INVOICE TOTAL: 3,739.97 * 49989 10/27/11 01 ESCROW-AUTUMN CREEK UNIT 1 90-019-19-00-0111 4, 022.25 02 RESUBDIVISION ** COMMENT ** INVOICE TOTAL: 4,022.25 * 49990 10/27/11 01 ADMIN-BLACKBERRY WATERSHED 01-640-54-00-5465 334.00 02 PLANNING GROUP COORDINATION ** COMMENT ** INVOICE TOTAL: 334.00 * P9 DATE: 11/17/11 UNITED CITY OF YORKVILLE PAGE: 10 TIME: 17: 41:28 CHECK REGISTER PRG ID: AP215000.WOW CHECK DATE: 11/22/11 CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT ----------------------------------------------------------------------------------------------------------- 512294 EEI ENGINEERING ENTERPRISES, INC. 49991 10/27/11 01 WATER OP-WATER WORKS 51-510-54-00-5462 1, 949.75 02 SYSTEM OPERATIONS CONSULTATION ** COMMENT ** INVOICE TOTAL: 1, 949.75 * 49993 10/27/11 01 ADMIN-KENDALL COUNTY 01-640-54-00-5465 781.00 02 STORMWATER ORDINANCE ** COMMENT ** INVOICE TOTAL: 781.00 * 49994 10/27/11 01 ADMIN-WINDETT RIDGE 01-640-54=00=5465 1, 824.50 INVOICE TOTAL: 1, 824 .50 * 49999 10/27/11 01 ADMIN-FOX ROAD, 318 ILLINI, 01-640-54-00-5465 1, 610.50 02 ATT, 215 HILLCREST ** COMMENT ** INVOICE TOTAL: 1, 610.50 * 50000 10/27/11 01 ADMIN-MISC MAPPING/GIS UPDATES 01-640-54-00-5465 786.50 INVOICE TOTAL: 786.50 * CHECK TOTAL: 29, 998.05 512295 FIRST FIRST PLACE RENTAL 218439-1 11/03/11 01 WATER OP-PART FOR PUMP 51-510-54-00-5495 23.40 02 WATER OP-FLAGS 51-510-56-00-5620 50.94 03 SEWER OP-FLAGS 52-520-56-00-5620 50.94 INVOICE TOTAL: 125.28 * 218498-1 11/04/11 01 WATER OP-HOSE, COUPLING 51-510-54-00-5495 8.60 INVOICE TOTAL: 8. 60 * CHECK TOTAL: 133.88 512296 FOXVALLE FOX VALLEY TROPHY & AWARDS 27739 10/13/11 01 COMM/DEV-3 PLASTIC SIGNS 01-220-56-00-5620 27.00 INVOICE TOTAL: 27.00 * CHECK TOTAL: 27.00 P10 DATE: 11/17/11 UNITED CITY OF YORKVILLE PAGE: 11 TIME: 17:41:28 CHECK REGISTER PRG ID: AP215000.WOW CHECK DATE: 11/22/11 CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT ----------------------------------------------------------------------------------------------- 512297 HACH HACH COMPANY 7464537 10/17/11 01 WATER OP-CHLORINE 51-510-56-00-5638 53.55 INVOICE TOTAL: 53.55 * 7482393 10/28/11 01 WATER OP-TESTING CHEMICALS 51-510-56-00-5638 192.29 INVOICE TOTAL: 192.29 * CHECK TOTAL: 245.84 512298 HARRIS HARRIS COMPUTER SYSTEMS XT00002786 10/31/11 01 FINANCE-MSI UPGRADE MILEAGE 01-120-54-00-5462 44.40 02 REIMBURSEMENT ** COMMENT ** INVOICE TOTAL: 44 .40 * CHECK TOTAL: 44.40 512299 HARTRICH HART, RICHARD 110311 11/03/11 01 POLICE-FBI RETRAINER 01-210-54-00-5460 25.00 INVOICE TOTAL: 25.00 * CHECK TOTAL: 25.00 512300 HOGAN FARM PLAN 03 476017 10/20/11 01 STREETS-STARTER 01-410-54-00-5495 504.22 INVOICE TOTAL: 504 .22 * CHECK TOTAL: 504.22 512301 HOMEDEPO HOME DEPOT 6013687 10/26/11 01 STREETS-OUTLET O1-410-56-00-5656 2.99 INVOICE TOTAL: 2.99 * P11 DATE: 11/17/11 UNITED CITY OF YORKVILLE PAGE: 12 TIME: 17:41:28 CHECK REGISTER PRG ID: AP215000.WOW CHECK DATE: 11/22/11 CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT ------------------------------------------------------------------------------------------ 512301 HOMEDEPO HOME DEPOT 8014482 11/03/11 01 STREETS-BULBS 01-410-56-00-5656 7 .97 INVOICE TOTAL: 7 .97 * 8142104 11/03/11 01 STREETS-FILTERS 01-410-56-00-5640 114 .24 INVOICE TOTAL: 114 .24 * CHECK TOTAL: 125.20 512302 ILMUNLEG ILLINOIS MUNICIPAL LEAGUE 110111-2012 11/01/11 01 ADMIN-2012 MEMBERSHIP DUES 01-110-54-00-5490 1, 179.00 INVOICE TOTAL: 1, 179.00 * CHECK TOTAL: 1, 179.00 512303 ILPD4811 ILLINOIS STATE POLICE 110911-CITY 11/09/11 01 ADMIN-SOLICITOR BACKGROUND 01-110-54-00-5462 68 .50 02 CHECKS ** COMMENT ** INVOICE TOTAL: 68 .50 * CHECK TOTAL: 68.50 512304 ILTRUCK ILLINOIS TRUCK MAINTENANCE, IN 025685 10/27/11 01 STREETS-TIGHTEN DRAGLINK 01-410-54-00-5495 42 .50 INVOICE TOTAL: 42 .50 * CHECK TOTAL: 42.50 512305 INTEGRYS INTEGRYS ENERGY SERVICES, INC 18166211-1 10/30/11 01 WATER OP-2921 BRISTOL RIDGE 51-510-54-00-5480 6,390. 62 INVOICE TOTAL: 6, 390.62 * P12 DATE: 11/17/11 UNITED CITY OF YORKVILLE PAGE: 13 TIME: 17: 41:28 CHECK REGISTER PRG ID: AP215000.WOW CHECK DATE: 11/22/11 CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT -------------------------------------------------------------------------------------------------------- 512305 INTEGRYS INTEGRYS ENERGY SERVICES, INC 18174831-1 10/31/11 01 WATER OP-2702 MILL ROAD 51-510-54-00-5480 5, 446.40 INVOICE TOTAL: 5, 446.40 * 18181140-1 10/31/11 01 WATER 02-WELLS 3 & 4 51-510-54-00-5480 3, 953.78 INVOICE TOTAL: 3, 953.78 * 18199448-1 11/02/11 01 SEWER OP-420 FAIRHAVEN DR. 52-520-54-00-5480 131.39 INVOICE TOTAL: 131.39 * 18229348-1 11/09/11 01 WATER OP-2224 TREMONT 51-510-54-00-5480 2,706.60 INVOICE TOTAL: 2,706.60 * CHECK TOTAL: 18, 626.79 512306 JAYMHEAP JAY M. HEAP & ASSOCIATES, LTD 110711 11/07/11 01 MFT-GAME FARM & SOMONAUK ST. 15-155-60-00-6073 7,500.00 INVOICE TOTAL: 7,500.00 * CHECK TOTAL: 7, 500.00 512307 JOHNSOIL JOHNSON OIL COMPANY IL BG2095023-1011 11/01/11 01 POLI CE-GASOLINE 01-210-56-00-5695 415.68 INVOICE TOTAL: 415.68 * CHECK TOTAL: 415.68 512308 JUSTSAFE JUST SAFETY, LTD 15276 09/21/11 01 SEWER OP-FIRST AID SUPPLIES 52-520-56-00-5620 15.15 INVOICE TOTAL: 15.15 * CHECK TOTAL: 15.15 P13 DATE: 11/17/11 UNITED CITY OF YORKVILLE PAGE: 14 TIME: 17:41:28 CHECK REGISTER PRG ID: AP215000.WOW CHECK DATE: 11/22/11 CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT ----------------------------------------------------------------------------------------------------------- 512309 KCCONC KENDALL COUNTY CONCRETE 28491 10/25/11 01 WATER OP-CONCRETE 51-510-56-00-5620 209.00 INVOICE TOTAL: 209.00 * 28543 10/31/11 01 LAND CASH-RAINTREE B CONCRETE 72-720-60-00-6036 636.00 INVOICE TOTAL: 636.00 * CHECK TOTAL: 845.00 512310 KCRECORD KENDALL COUNTY RECORD 103111-65 10/31/11 01 WATER OP-WATER FOREMAN AD 51-510-54-00-5426 119.25 02 ESCROW-PULTE PUBLIC NOTICE 90-019-19-00-0011 114 .00 03 ESCROW-CLAESSON PUBLIC NOTICE 90-033-33-00-0011 29. 60 04 ADMIN-2011 PROPOSED TAX LEVY 01-110-54-00-5426 87.48 INVOICE TOTAL: 350.33 CHECK TOTAL: 350.33 512311 KENPRINT ANNETTE M. POWELL 18635 10/27/11 01 ADMIN-2,500 WINDOW ENVELOPES 01-110-56-00-5610 338.90 02 2, 500 REGULAR ENVELOPES ** COMMENT ** INVOICE TOTAL: 338.90 CHECK TOTAL: 338.90 512312 KONICAMI KONICA MINOLTA BUSINESS 219304574 10/30/11 01 POLICE-COPY CHARGES 01-210-54-00-5430 19.84 INVOICE TOTAL: 19.84 219304575 10/30/11 01 ADMIN-COLOR COPIES 01-110-54-00-5430 312.54 02 ADMIN-BLACK/WHITE COPIES 01-110-54-00-5430 199.19 INVOICE TOTAL: 511.73 P14 DATE: 11/17/11 UNITED CITY OF YORKVILLE PAGE: 15 TIME: 17:41:28 CHECK REGISTER PRG ID: AP215000.WOW CHECK DATE: 11/22/11 CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT - ------------------------------------------------------------------------------------------------------------------- 512312 KONICAMI KONICA MINOLTA BUSINESS 219305316 10/30/11 01 SEWER OP-COPY CHARGES 52-520-54-00-5462 3.53 INVOICE TOTAL: 3.53 * 219305317 10/30/11 01 POLICE-COPY CHARGES 01-210-54-00-5430 50.32 INVOICE TOTAL: 50.32 * 219305318 10/30/11 01 COMM/DEV-COLOR COPIES 01-220-54-00-5430 79. 62 02 COMM/DEV-BLACK/WHITE COPIES 01-220-54-00-5430 35.21 INVOICE TOTAL: 114 .83 * CHECK TOTAL: 700.25 512313 LAWSON LAWSON PRODUCTS 9300263544 10/25/11 01 STREETS-HEX NUT, CUT OFF WHEEL 01-410-56-00-5620 121.22 INVOICE TOTAL: 121.22 * 9300275277 10/27/11 01 STREETS-HEX NUTS 01-410-56-00-5620 8.85 INVOICE TOTAL: 8.85 * CHECK TOTAL: 130.07 512314 MENLAND MENARDS - YORKVILLE 27978 10/24/11 01 WATER OP-LIGHT, CONNECTOR, 51-510-56-00-5620 42.51 02 OUTLET, BATTERIES, EXT. CORD ** COMMENT ** INVOICE TOTAL: 42.51 * 27993-A 10/24/11 01 WATER OP-RETURN HANDYBOXES 51-510-56-00-5620 -1.04 INVOICE TOTAL: -1.04 * 28320 10/25/11 01 WATER OP-PLASTIC KEYCHAIN 51-510-56-00-5620 2.88 INVOICE TOTAL: 2.88 * 29003 10/28/11 01 STREETS-BOLT CUTTER 01-410-56-00-5620 89.99 INVOICE TOTAL: 89.99 * P15 DATE: 11/17/11 UNITED CITY OF YORKVILLE PAGE: 16 TIME: 17:41 :28 CHECK REGISTER PRG ID: AP215000.WOW CHECK DATE: 11/22/11 CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT ----------------------------------------------------------------------------------------------------------- 512314 MENLAND MENARDS - YORKVILLE 29772 10/31/11 01 WATER OP-PVC TEST CAPS 51-510-56-00-5620 1 .14 INVOICE TOTAL: 1. 14 * 30248 11/02/11 01 WATER OP-STARTER HANDLE & ROPE 51-510-56-00-5640 3,49 INVOICE TOTAL: 3.49 * 30272 11/02/11 01 POLICE-PUTTY KNIVES, DRYWALL 01-210-56-00-5620 48.64 02 KNIVES, HEAT GUN ** COMMENT ** INVOICE TOTAL: 48. 64 * 30574 11/03/11 01 SEWER OP-LIGHT BULBS 52-520-56-00-5620 3. 99 INVOICE TOTAL: 3.99 * CHECK TOTAL: 191. 60 512315 MESIROW MESIROW INSURANCE SERVICES INC 749913 11/03/11 01 FINANCE-PULIC OFFICIALS BOND 01-120-54-00-5462 100.00 02 TREASURER ** COMMENT ** INVOICE TOTAL: 100.00 * 749914 11/03/11 01 FINANCE-PUBLIC OFFICIALS BOND 01-120-54-00-5462 100.00 02 FINANCE DIRECTOR ** COMMENT ** INVOICE TOTAL: 100.00 * CHECK TOTAL: 200.00 512316 MIDAM MID AMERICAN WATER 90720A 10/13/11 01 WATER OP-NOZZLE, CAP 51-510-56-00-5664 247.80 INVOICE TOTAL: 247.80 * CHECK TOTAL: 247.80 512317 MJELECT MJ ELECTRICAL SUPPLY, INC. P16 DATE: 11/17/11 UNITED CITY OF YORKVILLE PAGE: 17 TIME: 17 :41:28 CHECK REGISTER PRG ID: AP215000.WOW CHECK DATE: 11/22/11 CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT ------------------------------------------------------------------------------------ 512317 MJELECT MJ ELECTRICAL SUPPLY, INC. 1124897-01 10/21/11 01 STREETS-PHOTOCONTROL 01-410-56-00-5640 25.00 INVOICE TOTAL: 25.00 * 1124897-02 11/03/11 01 STREETS-BALLAST KIT 01-410-56-00-5640 55.00 INVOICE TOTAL: 55.00 * 1124924-01 10/21/11 01 WATER OP-THERMOSTAT SOUTH 51-510-56-00-5640 59.00 02 WATER TOWER ** COMMENT ** INVOICE TOTAL: 59.00 * 1125105-01 11/04/11 01 STREETS-LENS 01-410-56-00-5640 196.00 INVOICE TOTAL: 196.00 * CHECK TOTAL: 335.00 512318 MOONBEAM DIANE GIANNELLI OAKLEY 141 09/27/11 01 ADMIN-9/27/11 CC MEETING 01-110-54-00-5462 50.00 INVOICE TOTAL: 50.00 * 142 10/11/11 01 ADMIN-10/11/11 CC MEETING 01-110-54-00-5462 50.00 INVOICE TOTAL: 50.00 * 143 10/25/11 01 ADMIN-10/25/11 CC MEETING 01-110-54-00-5462 50.00 INVOICE TOTAL: 50.00 * CHECK TOTAL: 150.00 512319 NCL NCL EQUIPMENT SPECIALTIES 9648 10/24/11 01 STREETS-4 ' LATH BUNDLE 01-410-56-00-5656 48.28 INVOICE TOTAL: 48.28 * CHECK TOTAL: 48.28 P17 DATE: 11/17/11 UNITED CITY OF YORKVILLE PAGE: 18 TIME: 17:41:28 CHECK REGISTER PRG ID: AP215000.WOW CHECK DATE: 11/22/11 CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT ------------------------------------------------------------------------------------------------- 512320 NICOR NICOR GAS 00-41-22-8748 4-1011 11/03/11 01 ADMIN-1107 PRAIRIE LANE 01-110-54-00-5480 25.23 INVOICE TOTAL: 25.23 * 15-41-50-1000 6-1011 11/04/11 01 ADMIN- 804 GAME FARM ROAD 01-110-54-00-5480 164.10 INVOICE TOTAL: 164 .10 * 15-64-61-3532 5-1011 11/03/11 01 ADMIN-1991 CANNONBALL TRAIL 01-110-54-00-5480 25.23 INVOICE TOTAL: 25.23 * 20-52-56-2042 1-1011 11/04/11 01 ADMIN-420 FAIRHAVEN DRIVE 01-110-54-00-5480 69.83 INVOICE TOTAL: 69.83 * 23-45-91-4862 5-1011 11/01/11 01 ADMIN-101 BRUELL STREET 01-110-54-00-5480 74.34 INVOICE TOTAL: 74 .34 * 31-61-67-2493 1-1011 11/03/11 01 ADMIN-276 WINDHAM CIRCLE 01-110-54-00-5480 23.70 INVOICE TOTAL: 23.70 * 45-12-25-4081 3-1011 11/01/11 01 ADMIN-201 W HYDRAULIC ST. 01-110-54-00-5480 98.49 INVOICE TOTAL: 98.49 * 46-69-47-6727 1-1011 11/03/11 01 ADMIN-1975 BRIDGE STREET 01-110-54-00-5480 86.16 INVOICE TOTAL: 86.16 * 49-25-61-1000 5-1011 11/01/11 01 ADMIN-1 VAN EMMON ROAD 01-110-54-00-5480 59.79 INVOICE TOTAL: 59.79 * 61-60-41-1000 9-1011 11/09/11 01 ADMIN-610 TOWER LANE 01-110-54-00-5480 236.18 INVOICE TOTAL: 236.18 * 66-70-44-6942 9-1011 11/04/11 01 ADMIN-100 RAINTREE ROAD 01-110-54-00-5480 78.86 INVOICE TOTAL: 78.86 * 77-35-71-1000 4-1011 11/04/11 01 ADMIN-131 E. HYDRAULIC STREET 01-110-54-00-5480 59.64 INVOICE TOTAL: 59.64 * P18 DATE: 11/17/11 UNITED CITY OF YORKVILLE PAGE: 19 TIME: 17: 41:28 CHECK REGISTER PRG ID: AP215000.WOW CHECK DATE: 11/22/11 CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT ------------------------------------------------------------------------------------------------------------- 512320 NICOR NICOR GAS 83-80-00-1000 7-1011 11/09/11 01 ADMIN-610 TOWER LANE UNIT B 01-110-54-00-5480 75.68 INVOICE TOTAL: 75. 68 * CHECK TOTAL: 1, 077.23 512321 OHERROND RAY O'HERRON COMPANY, INC. 0044204-IN 10/26/11 01 POLICE-BELT, PANTS 01-210-56-00-5600 34 .95 INVOICE TOTAL: 34 .95 * CHECK TOTAL: 34.95 512322 OHERRONO RAY O'HERRON COMPANY 1126407-IN 11/03/11 01 POLICE-BADGES 01-210-56-00-5600 72.09 INVOICE TOTAL: 72.09 * 1126763-IN 11/07/11 01 POLICE-BADGES 01-210-56-00-5600 27.92 INVOICE TOTAL: 27.92 * 1126860-IN 11/08/11 01 POLICE-BADGES 01-210-56-00-5600 66.92 INVOICE TOTAL: 66. 92 * CHECK TOTAL: 166.93 512323 ORRK KATHLEEN FIELD ORR & ASSOC. 13592-CITY 11/07/11 01 ADMIN-ADMIN. LEGAL MATTERS 01-640-54-00-5456 6,798.75 02 ESCROW-AUTUMN CREEK LEGAL 90-019-19-00-0011 46.25 03 MATTERS ** COMMENT ** 04 ESCROW-GRANDE RESERVE LEGAL 90-030-30-00-0011 360.75 05 MATTERS ** COMMENT ** 06 ESCROW-GRANDE RESERVE LEGAL 90-034-34-00-0011 693.75 07 MATTERS ** COMMENT ** P19 DATE: 11/17/11 UNITED CITY OF YORKVILLE PAGE: 20 TIME: 17:41 :28 CHECK REGISTER PRG ID: AP21500O.WOW CHECK DATE: 11/22/11 CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT 512323 ORRK KATHLEEN FIELD ORR & ASSOC. 13592-CITY 11/07/11 08 ADMIN-KENDALL MARKETPLACE BOND O1-640-54-00-5456 323.75 09 FOX INDUS-LEGAL MATTERS 85-850-54-00-5420 915.75 10 COUNTRYSIDE-LEGAL MATTERS 87-870-54-00-5420 92.50 11 DOWNTOWN TIFF-LEGAL MATTERS 88-880-54-00-5420 462.50 12 ADMIN-RECORDING FEES 01-640-54-00-5456 27 .00 13 ADMIN-MEETING ATTENDANCE 01-640-54-00-5456 1,000.00 INVOICE TOTAL: 10,721.00 * CHECK TOTAL: 10, 721.00 512324 PARADISE PARADISE CAR WASH 222206 11/02/11 01 POLICE-OCTOBER CAR WASHES 01-210-54-00-5495 32.00 INVOICE TOTAL: 32.00 * CHECK TOTAL: 32.00 512325 PRESNAKJ PRESNAK, JAMES 110311 11/03/11 01 POLICE-FBI RETRAINER TRAVEL 01-210-54-00-5415 13.88 02 POLICE-FBI RETRAINER DUES 01-210-54-00-5460 25.00 INVOICE TOTAL: 38 .88 CHECK TOTAL: 38.88 512326 PUBSAFDI PUBLIC SAFETY DIRECT, INC 22428 11/08/11 01 POLICE-REPAIRS ON M-24, M-13, 01-210-54-00-5495 271. 99 02 M-19 ** COMMENT ** INVOICE TOTAL:. 271.99 CHECK TOTAL: 271.99 512327 QUILL QUILL CORPORATION P20 DATE: 11/17/11 UNITED CITY OF YORKVILLE PAGE: 21 TIME: 17:41:28 CHECK REGISTER PRG ID: AP215000.WOW CHECK DATE: 11/22/11 CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT ------------------------------------------------------------------------------------------------------- 512327 QUILL QUILL CORPORATION 7729135 10/31/11 01 POLICE-GLUE STICK, CERTIFICATE 01-210-56-00-5610 83.29 02 COVERS, CORRECTION TAPE, ** COMMENT ** 03 LASER LABELS ** COMMENT ** INVOICE TOTAL: 83.29 CHECK TOTAL: 83.29 512328 R0000934 HOWARD MANTHE 102811 10/28/11 01 ADMIN-SUPPLIES FOR HAUNTED 01-000-24-00-2428 271.40 02 HOUSE ** COMMENT ** INVOICE TOTAL: 271.40 CHECK TOTAL: 271.40 512329 R0000979 TRACY FRIEDERS 102911 10/29/11 01 ADMIN-BEECHER DEPOSIT REFUND 01-000-24-00-2410 400.00 INVOICE TOTAL: 400.00 * CHECK TOTAL: 400.00 512330 R0000980 JASON CUNNIFF 102911 10/29/11 01 ADMIN-BEECHER DEPOSIT REFUND 01-000-24-00-2410 100.00 INVOICE TOTAL: 100.00 * CHECK TOTAL: 100.00 512331 R0000981 ILLINOIS COLLEGE AUTHORITY 092811 09/28/11 01 ADMIN-BEECHER DEPOSIT REFUND 01-000-24-00-2410 50.00 INVOICE TOTAL: 50.00 * CHECK TOTAL: 50.00 P21 DATE: 11/17/11 UNITED CITY OF YORKVILLE PAGE: 22 TIME: 17 :41 :28 CHECK REGISTER PRG ID: AP215000.WOW CHECK DATE: 11/22/11 CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT ---- -------------------------------------------------------------------------------------------------------------------- 512332 R0000982 SANDI CONTRERAS 100811 10/08/11 01 ADMIN-BEECHER DEPOSIT REFUND 01-000-24-00-2410 50.00 INVOICE TOTAL: 50.00 CHECK TOTAL: 50.00 512333 R0000983 CARRINGTON MORTGAGE SERVICES 110311 11/03/11 01 ADMIN-REFUND FOR OVERPAYMENT 01-000-13-00-1371 53.84 02 ON FINAL WATER BILL ** COMMENT ** INVOICE TOTAL: 53.84 CHECK TOTAL: 53.84 512334 R0000984 KAREN BEARD 110211 11/02/11 01 ADMIN-REFUND FOR OVERPAYMENT 01-000-13-00-1371 42.51 02 ON FINAL WATER BILL ** COMMENT ** INVOICE TOTAL: 42.51 CHECK TOTAL: 42.51 512335 R0000985 KENNETH WRIGHT 110211 11/02/11 01 ADMIN-REFUND FOR OVERPAYMENT 01-000-13-00-1371 170.96 02 ON FINAL WATER BILL ** COMMENT ** INVOICE TOTAL: 170.96 CHECK TOTAL: 170. 96 512336 RIVRVIEW RIVERVIEW FORD 104566 10/28/11 01 STREETS-CORE, CALIPER 01-410-54-00-5495 66.42 INVOICE TOTAL: 66.42 * 104696 11/07/11 01 STREETS-SEAL, SHAFT, BEARING 01-410-54-00-5495 297.78 INVOICE TOTAL: 297.78 * P22 DATE: 11/17/11 UNITED CITY OF YORKVILLE PAGE: 23 TIME: 17:41:28 CHECK REGISTER PRG ID: AP215000.WOW CHECK DATE: 11/22/11 CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT ---------------------------------------------------------------------------------------------------------------------------------- 512336 RIVRVIEW RIVERVIEW FORD FOCS311162 10/21/11 01 STREETS-TRUCK REPAIRS 01-410-54-00-5495 666.73 INVOICE TOTAL: 666.73 CHECK TOTAL: 1, 030.93 512337 RUSITYORK RUSH-COPLEY HEALTHCARE 4929 11/01/11 01 POLICE-DRUG SCREENING FOR 01-210-54-00-5411 532.00 02 2 NEW EMPLOYEES ** COMMENT ** INVOICE TOTAL: 532.00 CHECK TOTAL: 532.00 512338 SCHWARTD SCHWARTZKOPF, DON 110311 11/03/11 01 POLICE-IACP MEALS 01-210-54-00-5415 45.02 INVOICE TOTAL: 45.02 CHECK TOTAL: 45.02 512339 SIEMENS SIEMENS WATER TECHNOLOGIES 900442038 10/28/11 01 WATER OP-SERVICE CALL WELL 51-510-56-00-5638 858.00 02 8 & 9 ** COMMENT ** INVOICE TOTAL: 858 .00 CHECK TOTAL: 858.00 512340 SOFTWARE SOFTWARE PERFORMANCE 410715 10/24/11 01 ADMIN-TRAVEL TIME ON 10/18/11 01-640-54-00-5462 50.00 02 & 10/25/11 ** COMMENT ** INVOICE TOTAL: 50.00 * 410724 10/31/11 01 ADMIN-LENOVO STATION 01-640-54-00-5462 760.23 INVOICE TOTAL: 760.23 * CHECK TOTAL: 810.23 P23 DATE: 11/17/11 UNITED CITY OF YORKVILLE PAGE: 24 TIME: 17 :41 :28 CHECK REGISTER PRG ID: AP215000.WOW CHECK DATE: 11/22/11 CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT ------------------------------------------------------------------------------------------------------------------------ 512341 SPRTFLD SPORTSFIELDS, INC. 211746 10/27/11 01 LAND CASH-CLAY FOR BALLFIELD 72-720-60-00-6036 7, 824 .60 02 AT RAINTREE PARK B ** COMMENT ** INVOICE TOTAL: 7, 824 .60 * CHECK TOTAL: 7, 824 .60 512342 STANDE STANDARD EQUIPMENT CO C69210 10/27/11 01 STREETS-LEAF VAC 01-410-56-00-5640 58 .98 INVOICE TOTAL: 58.98 * CHECK TOTAL: 58.98 512343 STERLING STERLING CODIFIERS, INC. 11521 10/16/11 01 ADMIN-SUPPLEMENT #27 01-110-54-00-5451 2, 483.00 INVOICE TOTAL: 2, 483.00 * CHECK TOTAL: 2, 483.00 512344 STEVENS STEVEN'S SILKSCREENING 3272 10/26/11 01 POLICE-6 EMBROIDERED SHIRTS 01-210-56-00-5600 172.08 INVOICE TOTAL: 172.08 * CHECK TOTAL: 172.08 512345 STREICH STREICHERS I874938 10/20/11 01 POLICE-DUTY BELT 01-210-56-00-5600 47.00 INVOICE TOTAL: 47.00 * I878133 11/02/11 01 POLICE-2 PAIRS OF PANTS 01-210-56-00-5600 96.97 INVOICE TOTAL: 96.97 * CHECK TOTAL: 143.97 P24 DATE: 11/17/11 UNITED CITY OF YORKVILLE PAGE: 25 TIME: 17:41:28 CHECK REGISTER PRG ID: AP215000.WOW CHECK DATE: 11/22/11 CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT --------------------------------------------------------------------------------------------------------------- 512346 SUBLAWEN SUBURBAN LAW ENFORCEMENT 111511 11/15/11 01 POLICE-YEARLY MEMBERSHIP 01-210-54-00-5460 30.00 INVOICE TOTAL: 30.00 * CHECK TOTAL: 30.00 512347 SUNTIMES STM SUBURBAN PUBLICATIONS 0000049003 11/15/11 01 ESCROW-CLAESSON PUBLIC HEARING 90-033-33-00-0011 166.29 INVOICE TOTAL: 166.29 * CHECK TOTAL: 166.29 512348 SUPERIOR SUPERIOR ASPHALT MATERIALS LLC 20111159 10/26/11 01 MFT-COLD PATCH 15-155-56-00-5633 1,431.25 INVOICE TOTAL: 1,431.25 CHECK TOTAL: 1, 431.25 512349 TKBASSOC TKB ASSOCIATES, INC. 9307 11/01/11 01 ADMIN-CANON DUPLEX COLOR 01-640-54-00-5462 3,752.00 02 SCANNER ** COMMENT ** INVOICE TOTAL: 3,752.00 * CHECK TOTAL: 3,752.00 512350 TROTSKY TROTSKY INVESTIGATIVE YORKVILLE PD 11-04 10/27/11 01 POLICE-POLYGRAPH EXAM 01-210-54-00-5462 125.00 INVOICE TOTAL: 125.00 * CHECK TOTAL: 125.00 512351 TUFFY KRIBBS AUTOMOTIVE, INC P25 DATE: 11/17/11 UNITED CITY OF YORKVILLE PAGE: 26 TIME: 17:41:28 CHECK REGISTER PRG ID: AP215000.WOW CHECK DATE: 11/22/11 CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT -------------------------------------------------------------------------------------------------------------------------- 512351 TUFFY KRIBBS AUTOMOTIVE, INC 25779 10/27/11 01 POLICE-OIL CHANGE 01-210-54-00-5495 20.76 INVOICE TOTAL: 20.76 * 25870 11/01/11 01 POLICE-OIL CHANGE 01-210-54-00-5495 25.95 INVOICE TOTAL: 25.95 * 25872 11/01/11 01 POLICE-BATTERY FOR M20 01-210-54-00-5495 278.30 INVOICE TOTAL: 278.30 * CHECK TOTAL: 325.01 512352 UPS UNITED PARCEL SERVICE 00004296X2441 10/29/11 01 ADMIN-1 PKG TO KFO 01-110-54-00-5452 80.41 INVOICE TOTAL: 80.41 * 00004296X2451 11/05/11 01 ADMIN-1 PKG TO KFO 01-110-54-00-5452 45.99 INVOICE TOTAL: 45.99 * CHECK TOTAL: 126.40 512353 VEOLIA VEOLIA ES SOLID WASTE MIDWEST T00000713871 10/31/11 01 ADMIN-OCTOBER SERVICE 01-540-54-00-5442 99, 803.00 INVOICE TOTAL: 99,803.00 * CHECK TOTAL: 99, 803.00 512354 WAREHOUS WAREHOUSE DIRECT 1336987-0 11/09/11 01 ADMIN-POCKET FILES, FOLDERS 01-110-56-00-5610 40.64 INVOICE TOTAL: 40. 64 * CHECK TOTAL: 40. 64 P26 DATE: 11/17/11 UNITED CITY OF YORKVILLE PAGE: 27 TIME: 17 :41:28 CHECK REGISTER PRG ID: A2215000.WOW CHECK DATE: 11/22/11 CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT ------------------------------------------------------------------------------------------------ 512355 WERDERW WALLY WERDERICH 103111 10/31/11 01 POLICE- OCT. 19 & 26 HEARINGS 01-210-54-00-5467 300.00 INVOICE TOTAL: 300.00 * CHECK TOTAL: 300.00 512356 WHOLTIRE WHOLESALE TIRE 139453 11/02/11 01 POLICE-TIRE REPAIR 01-210-54-00-5495 15.00 INVOICE TOTAL: 15.00 * CHECK TOTAL: 15.00 512357 YBSD YORKVILLE BRISTOL 110211 11/02/11 01 TRUST & AGENCY-OCTOBER 2011 95-000-78-00-9008 257, 896. 90 02 SANITARY FEES ** COMMENT ** INVOICE TOTAL: 257,896. 90 CHECK TOTAL: 257, 896.90 512358 YORKCLER YORKVILLE CLERK'S ACCOUNT 149596 11/09/11 01 WATER OP-WATER LIENS 51-510-54-00-5462 98.00 02 WATER OP-RELEASE WATER LIENS 51-510-54-00-5462 196.00 03 PW CAPITAL-MOWING LIEN 21-211-54-00-5462 98.00 04 ADMIN-SATISFACTION OF TAX LIEN 01-110-54-00-5462 98.00 INVOICE TOTAL: 490.00 CHECK TOTAL: 490.00 512359 YORKNAPA YORKVILLE NAPA AUTO PARTS 979407 10/13/11 01 WATER OP-OIL FILTER 51-510-54-00-5495 5.11 INVOICE TOTAL: 5.11 P27 DATE: 11/17/11 UNITED CITY OF YORKVILLE PAGE: 28 TIME: 17: 41 :28 CHECK REGISTER PRG ID: AP215000.WOW CHECK DATE: 11/22/11 CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT ---------------------------------------------------------------------------------------------------- 512359 YORKNAPA YORKVILLE NAPA AUTO PARTS 980022 10/18/11 01 STREETS-OIL, AIR, FUEL FILTERS 01-410-56-00-5640 87.15 INVOICE TOTAL: 87.15 * 980065 10/19/11 01 STREETS-OIL FILTER 01-410-54-00-5495 12.49 INVOICE TOTAL: 12.49 * 980086 10/19/11 01 STREETS-OIL FILTER 01-410-54-00-5495 10.22 INVOICE TOTAL: 10.22 * 980121 10/19/11 01 STREETS-TOOLS FOR BRAKES 01-410-54-00-5495 6.99 INVOICE TOTAL: 6.99 * 980191 10/20/11 01 STREETS-LAMPS, WIPER BLADES 01-410-54-00-5495 27.34 INVOICE TOTAL: 27.34 * 980199 10/20/11 01 STREETS-LICENSE LIGHT 01-410-54-00-5495 5.68 INVOICE TOTAL: 5. 68 * 980361 10/21/11 01 SEWER OP-WIPER BLADES 52-520-56-00-5640 35.18 INVOICE TOTAL: 35.18 * CHECK TOTAL: 190.16 512360 YORKSCHO YORKVILLE SCHOOL DIST #115 103111-LC 11/15/11 01 TRUST & AGENCY-3RD QTR 2011 95-000-24-00-2453 13,799.76 INVOICE TOTAL: 13,799.76 * CHECK TOTAL: 13, 799.76 512361 YORKSELF YORKVILLE SELF STORAGE, INC 102411-45 10/24/11 01 POLICE-STORAGE 01-210-54-00-5485 75.00 INVOICE TOTAL: 75.00 * CHECK TOTAL: 75.00 P28 DATE: 11/17/11 UNITED CITY OF YORKVILLE PAGE: 29 TIME: 17:91:28 CHECK REGISTER PRG ID: AP215000.WOW CHECK DATE: 11/22/11 CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT ---- -------------------------------------------------------------------------------------------------------------------- 512362 YOUNGM MARLYS J. YOUNG 103011 10/30/11 01 ESCROW-PC MEETING HENNE/FRIEL 90-032-32-00-0011 17.91 02 ESCROW-PC MEETING CLAESSON 90-033-33-00-0.011 35.89 INVOICE TOTAL: 53.75 * CHECK TOTAL: 53.75 512363 YOUNGREN YOUNGREN'S INC. 128279 10/28/11 01 STREETS-CITY HALL FURNACE 01-910-56-00-5656 55.00 INVOICE TOTAL: 55.00 * CHECK TOTAL: 55.00 TOTAL AMOUNT PAID: 516, 933.96 P29 UNITED CITY OF YORKVILLE PAYROLL SUMMARY 10/31/2011 REGULAR OVERTIME TOTAL IMRF FICA TOTALS MAYOR & LIQ. COM. $ 943.34 $ - $ 943.34 $ - $ 72.17 $ 1,015.51 CLERK 776.67 - 776.67 22.98 47.70 847.35 TREASURER 500.00 - 500.00 47.55 38.25 585.80 ALDERMAN 4,145.00 - 4,145.00 394.20 264.44 4,803.64 TOTALS $ 6,365.01 $ - $ 6,365.01 $ 464.73 $ 422.56 $ 7,252.30 TOTAL PAYROLL $ 7,252.30 P30 UNITED CITY OF YORKVILLE PAYROLL SUMMARY 11/5/2011 REGULAR OVERTIME TOTAL IMRF FICA TOTALS ADMINISTRATION $ 9,049.76 $ - $ 9,049.76 $ 860.64 $ 638.51 $ 10,548.91 FINANCE 6,406.15 - 6,406.15 637.75 504.19 7,548.09 POLICE 70,136.42 962.24 71,098.66 429.84 5,213.61 76,742.11 COMMUNITY DEV. 7,904.80 - 7,904.80 664.25 591.27 9,160.32 STREETS 9,688.25 208.93 9,897.18 941.23 735.49 11,573.90 WATER 8,778.15 1,183.14 9,961.29 947.32 733.00 11,641.61 SEWER 5,521.24 - 5,521.24 525.06 413.08 6,459.38 PARKS 13,939.88 29.98 13,969.86 1,342.78 1,048.65 16,361.29 RECREATION 10,254.28 - 10,254.28 863.88 752.79 11,870.95 REC. CENTER 8,565.18 - 8,565.18 430.48 663.05 9,658.71 LIBRARY 16,773.38 - 16,773.38 889.50 1,255.40 18,918.28 TOTALS $ 167,017.49 $ 2,384.29 $ 169,401.78 $ 8,532.73 $ 12,549.04 $ 190,483.55 TOTAL PAYROLL $ 190,483.55 P31 UNITED CITY OF YORKVILLE CITY COUNCIL Tuesday, November 22, 2011 PA YROLL DATE ELLECTED OFFICIAL 11/18/2011 $7,252.30 BI-WEEKLY 11/5/2011 $190,483.55 ACCOUNTS PA YABLE BILLS LIST 11/22/2011 $516,433.96 WIRE TRANSFERS BNY MELLON WIRE TRANSFER-YORKVILLE 2003/INTEREST PMT 12/12/2011 $16,575.00 TOTAL DISBURSEMENTS $730,744.81 P32 Reviewed By: Agenda Item Number Legal ❑ CA#2 Finance ❑ esr. Im Engineer ❑ GCity Administrator F] Tracking Number O Consultant ❑ PW 2011-64 BILE `vti ❑ Agenda Item Summary Memo Title: 2011 Misc. Bituminous Patching—MFT Payment to Aurora Blacktop Meeting and Date: City Council —November 22, 2011 Synopsis: Council Action Previously Taken: Date of Action: PW 11/15/11 Action Taken: Move forward to 11/22 consent agenda. Item Number: PW 2011-64 Type of Vote Required: Council Action Requested: Submitted by: Brad Sanderson Engineering Name Department Agenda Item Notes: Engineering Enterprises, Inc. November 3. 2011 K8r. Bar! {3le0n City Administrator United City of Yorkville 800 Game Farm Road Yorkville, |L 00560 Re: Engineer's Payment Estimate No. I and Final 2011 Misc. Bituminous Patching (MFT) United City mfYorkville Kendall County, Illinois Mr. Olson: This |s t0 certify that vvO/k in the amount of$47,092,90 for the 3011 Misc. Bituminous Patching (K8FT) is duo to Aurora 8|3chtQp Inc., 1065 Sands Road, Montgomery, |L 00538. in -accordance-with our engineers- payment eohrnafeo nefaranCed above and attached hereto. Also enclosed is a Copy of the invoice, certified pay-roll, and waiver of lien submitted to u8 by Aurora B}acktVp inc- if you have 8ny questions or require additional |nfOrnnoUnn' please call. Respectfully submitted, ENGINEERING ENTERPRISES, INC. Bradley P. Gandenson, P.E. Vice President BPS/jam Enclosures PC: Ms,Krvst| B8rksda|e^NOb|e. Community [)eye|upm eoti]irector. M[ Eric []hWse. Director of Public VVOrKS Ms..Lisa Deputy Clerk Mr. Rob Fnadehcks0n, Finance Director JVVF EE| G:\Pum��omv11em2011nn31112-C2011 MMDocsMpayest0l.doc 52 Wheeler Road, Sugar Grove, IL 60554— (630)466-6700 tel — (630)466-67011 fax —www.eeiweb.com . . � Page 1 of 1 ENGINEER'S PAYMENT ESTIMATE NO.1 AND FINAL FROM: START UP TO OCTOBER 10,2011 CONTRACT 11-00000-00-GM UN+TED CITY OF YORKVILLE MFT PAYABLE TO AURORA BLACKTOP INC. UNITED CITY OF Y ORKVILLE ADDRESS 1065 SANDS ROAD,MONTGOMERY,IL 60538 KENDALL COUNTY.ILLINOIS COMPLETED QUANTITY COMPLETED TOTAL TOTAL ITEM AWARDED AWARDED ADDED DEDUCTED THIS PAY VALUE THIS COMPLETED COMPLETED NO. ITEMS QUANTITY UNITS VALUE QUANTITY QUANTITY UNIT PRICE PERTOD PAY PERIOD QUANTITY VALUES 1 AGGREGATE BASE REPAIR 70 TON $3.500.00 70 $50.00 0 $0.00 0 $0.00 2 GEOTECHNICAL FABRIC FOR GROUND STABILIZATION 200 BY 450.00 200 2.25 0 $0.00 0 $0.00 3 CLASS D PATCHES,TY IV,6" 834 SY 40.323.90 140 48.35 974 $47,092.90 974 $47,092.90 TOTAL 44,27190. $47,.092.90 $47,092-90 MISCELLANEOUS EXTRAS AND CREDITS VALUE 1 2 3 4 5 TOTAL MISCELLANEOUS EXTRAS AND CREDITS $0.00 TOTAL VALUE OF COMPLETED WORK $47,092.90 DEDUCT RETAINAGE 0% $0.00 MISCELLANEOUS DEBITS BALANCE DUE ON COMPLETED WORK $47,092.90 1 2 3 4 5 6 TOTAL DEBITS $0.00 7 / NET AMOUNT DUE $47.092.90 PREPARED BY TITLE: PROJECT ENGINEER / APPROVED BY =mw L r_ DATE: TITLE, PROJECTJuA Ghr1 ��--- ENGINEERING ENTERPRISES,INC.,44W710 U.S.HWY,20,HAMPSHIRE,ILLINOIS !Montgomery,LA P INC. 1065 Sard Avenue Illinois 60538 lh PHONE (630)892-9389 FAX(630)892-3481 ASPHALT PAVING OF ALL TYPES — ROAD OILS City of Yorkville Invoice 800 Game Farm Rd Yorkville, 11 60560 Phone Date Invoice# 10/12/2011 33917 P.O. No. Terms Project Net 30 Days Quantity Units Description Rate Amount RE: SECTION#11-00000-00-GM: 974 SY CLASS"D" PATCH 6" 48.35 47,092.90 IL Sales Tax 7.25% 0.00 Total $47,092.90 FINAL WAIVER OF LIEN STATE OF ILLINOIS Gty# COUNTY OF Kane Escrow# TO WHOM IT MAY CONCERN: WHEREAS the undersigned has been employed by United City of Yorkville to furnish paving improvements for the premises known as 2011 Misc.Bituminous Patching-Section#11-00000-00-GM of which United City of Yorkville is the owner. THE undersigned,for and in consideration of Forty-seven thousand ninety-two and 90/100---------------------------- ($47,092.90)Dollars,and other good and valuable considerations,the receipt whereof is hereby acknowledged,do(es) hereby waive and release any and all lien or claim of,or right to, lien, under the statutes of the State of Illinois,relating to mechanics' liens,with respect to and on said above-described premises,and the improvements thereon,and on the material,fixtures,apparatus or machinery furnished,and on the moneys,funds or other considerations due or to become due from the owner,on account of all labor, services,material,fixtures,apparatus or machinery,heretofore furnished,or which may be furnished at any time hereafter,by the undersigned for the above-described premises,INCLUDING EXTRAS.* DATE October 31,2011 COMPANY NAME Aurora Blacktop,Inc. ADDRESS 1065 en tg IL 60538 SIGNATURE AND TITLE President *EXTRAS INCLUDE BUT ARE NOT LIMITED TO CHANG ORDERS,BOTH ORAL AND WRITTEN,TO THE CONTRACT CONTRACTOR'S AFFIDAVIT STATE OF ILLINOIS COUNTY OF Kane TO WHOM IT MAY CONCERN. THE UNDERSIGNED,(NAME)Rodney P.Leifheit BEING DULY SWORN,DEPOSES AND SAYS THAT HE OR SHE IS(P=OSITION)President OF (COMPANY NAME)Aurora Blacktop,Inc. WHO IS THE CONTRACTOR FURNISHING pavement improvement WORK ON THE BUILDING LOCATED AT 2011 Misc. Street Patching OWNED BY United City of Yorkville That the total amount of the contract including extras* is$47,092.90 on which he or she has received payment of $0 prior to this payment. That all waivers are true,correct and genuine and delivered unconditionally and that there is no claim either legal or equitable to defeat the validity of said waivers. That the following are the names and addresses of all parties who have furnished material or labor,or both,for said work and all parties having contracts or sub contracts for specific portions of said work or for material entering into the construction thereof and the amount due or to become due to each,and that the items mentioned include all labor and material required to complete said work according to plans and specifications: NAMES AND ADDRESSES WHAT FOR CONTRACT PRICE AMOUNT THIS BALANCE 7 INCLDG EXTRAS* PAID PAYMENT DUE All material taken f rom fully paid stock and Labor/Material $47,092.90 -0- $47,092.90 -0- delivered to jobsite in our own trucks. All tax's and wa es fully paid. Material manufactured by Aurora Blacktop,Inc.at its own plant facli . TOTAL LABOR AND MATERIAL INCLUDING EXTRAS*TO COMPLETE. $47,092.90 -0- $47,092.90 -0- That there are no other contracts for said work outstanding,and that there is nothing due or to become due to any person for material, labor or other work of any kind done or to be done upon or in connection with said work other than abov d. DATE October 31 , 2011 SIGNATURE: ' SUBSCRIBED AND SWORN TO BEFORE ME THIS 31st DAY OF October 9 2011 *EXTRAS INCLUDE BUT ARE NOT LIMITED TO CHANGE ORDERS,BOTH ORAL AND WRITTEN,TO THE CONTR NOTARY PUBL C OFFICIAL SEAL F.3870 R5/96 Pro ed by C19APANl- ance Co any NOTARY PU LIC-STATE OF ILLINOIS MY COMMISSION EXPIRES:04/15/13 ♦.� � Co. Reviewed By: Agenda Item Number S� 4 , C% Legal ❑ CA#3 EST. ts�s Finance El Engineer ■ Tracking Number Gy City Administrator ❑ L �O Consultant ❑ PW 2011-66 LE Agenda Item Summary Memo Title: Autumn Creek Bond Reduction Meeting and Date: City Council —November 22, 2011 Synopsis: Council Action Previously Taken: Date of Action: PW 11/15/11 Action Taken: Move forward to 11/22 consent agenda. Item Number: PW 2011-66 Type of Vote Required: Council Action Requested: Submitted by: Brad Sanderson Engineering Name Department Agenda Item Notes: See attached staff memo. C ,ft Memorandum i ; To: Bart Olson, City Administrator EST . = =- '� From: Brad Sanderson, EEI CC: Krysti Barksdale-Noble, Community Dev. Dir. Eric Dhuse, Director of Public Works °° Lisa Pickering, Deputy City Clerk Date: November 10, 2011 Subject: Autumn Creek—Bond Reductions Earlier this year, Pulte had discovered that they were "double bonded" for their performance guarantees for the public improvements within the Autumn Creek Subdivision. In addition to the SSA Public Improvement funds, they had also provided conventional bonding covering the same public improvements. Accordingly, they have requested that the City review the current guarantees and reduce the conventional bonds where appropriate. The Autumn Creek Annexation Agreement states that conventional bonding is not required for work guaranteed by the SSA Bonds, therefore their request is appropriate. Also, please note that not all of the public improvements were covered by the SSA Bonds and the SSA Bond money allocated for some specific line items have been expended, therefore conventional bonding will still be required. Our recommendations are as follows (see attachments for detail): Safeco Insurance Company of America• Bond #6346371 Current Balance $508,142.02 Proposed Balance $316,959.54 Reduction $191,182.48 Fidelity &Deposit Company Bond#08824717 Current Balance $2,246,510.48 Proposed Balance $946,396.58 Reduction $1,300,113.90 Safeco Insurance Company of America• Bond#6414740 Current Balance $411,773.45 Proposed Balance $317,303.84 Reduction $94,469.61 Bond Safeguard Insurance Co, Bond#5030622 Current Balance $671,499.29 Proposed Balance $321,200.38 Reduction $350,298.90 In addition, to confirm the performance guarantee amounts, we offer the following summary: Value of Remaining Work in Phase 1 $750,964.45 Value of Remaining Work in Phase 2 $526,594.98 110% of Remaining Work $1,352,655.88 Value of Work Completed in Phase 1 $8,124,895.28 Value of Work Completed in Phase 2 $2,099,560.76 15% of Completed Work $1,533,668.41 Total Minimum Guarantee Required $2,886,324.29 Total Proposed Conventional Bonding $2,093,042.82 SSA Improvement Fund Balance $3,056,700.92 (Per Finance) Therefore, the total conventional bond and SSA bond values remaining after the reductions are adequate to cover the minimum requirements. If you have any questions or require additional information, please call. United City of Yorkville 1-Nov-11 Letter of Credit/Bond Reduction Subdivision Autumn Creek Phase 1(Earthwork) Reduction No. 3 Date of original bondiLOC Oct-05 Bond/LOC No. Safeco Insu"once Company of America;Bond#6346371 ENR-CC Index for date of original bond/LOC. 7563 Current ENR-CC Index: 9027 1 2 3 4 5 6 7 8 9 10 11 Available Value of Value of SSA Bond SSA Bond SSA Bond Initial Conventional Current Conventional Current Conventtlonal Conventional Item Approved EOPC SSA bonding Completed Work Remaining Work Disbursements" Balance Value Required Bonding Provided Bond Amount Bonding Required Bond Reduction Earthwork $1,457,728.00 $390,844.00 $1,408,364.00 $49,364.00 $390,84400 $0.00 $1,646,400.80 $380..440..89 $316.,959.54 $63,481.35 Erosion Control $203,848.50 $307,592.00 $203,848,50 $0.00 $203,848.50 $103,743.50 $30,577.28 $181,333.35 $70.933.46 $0.00 $70,933.46 Regional Storm Sewer $250.662.00 $2,545.927.00 $250.662.00 $0.00 $250.662.00 $2,295,265.00 $37,599.30 $275.728.50 $56.767.67 0.00 $56.767.67 Totals $1,912,238,50 $3,244,363.00 $1,862,874.50 $49,364.00 $845,354.50 $68,176.58 $2,103,46265 $508,142.02 $316,959.54 $191,182.48 Subdivision Autumn Creek Phase 1(Sitework) bate of original bond/LOC: Oct-05 Reduction No. 3 ENR-CC Index for date of original.bond/LOC: 7563 Bond/LOC No. Fidelity&Deposit Company,Bond#08824717 Current ENR-CC Index: 9027 1 2 3 4 5 6 7 8 9 10 11 Available Value of Value of SSA Bond SSA Bond SSA Bond Initial Conventional Current Conventional Current Conventional Conventional Item Approved EOPC SSA bonding' Completed Work Remaining Work Disbursements- Balance Value Required Bonding Provided Roadways: Bond Amount Bonding Required Bond Reduction Asphalt Binder $281,986.90 $1,540,596.00 $281,986.90 $0.00 $281,986.90 $1.258,609.10 $42298.04 $310,185.59 $63,861.85 $0.00 $63;861.85 Surface $174,869.50 $297,161.00 $0.00 $174,86950 $0.00 $297,161.00 $192,356.45 $192,356.45 $217,815.77 $0.00 $217,815.77 Undercut/stabilization $0.00 $253,045.00 $214,713.58 $000 $214,713.58 $38,331.42 $32,207.04 $0.00 $0.00 $0.00 $0.00 Curb&Gutter $263,608.00 $409,275.00 $263,608.00 $000 $263,608.00 $145,667.00 $39,541.20 $28996880 $59,699.56 $000 $59,699.56 Other Roadway $666,493.85 $0.00 $666,49385 $000 $0.00 $0.00 $733.143.24 $150,941.51 $119,326.46 $31,615.06 Sidewalks $623.768.00 $88,290.00 $447,666.00 $176,102.00 $88.290.00 $0.00 $686,144.80 $320,734.31 $311,358.21 $9,376.10 Storm Sewer(1) $1,379.715.80 $2,295,265.00 $1,379,715 80 $000 $1,379,715.80 $915,549.20 $206,957.37 $1,517,687.38 $315,492.37 $0.00 $315,49237 Watermain(2) $1,245.979.50 $1,670,537.00 $1,245,979.50 $0.00 $1,245,97950 $424,557.50 $186.896.93 $1,370,57745 $282,178.19 $0.00 $282,178.19 Sanitary(3) $1,167,812.20 $1,615071.00 $1,167,81220 $0.00 $1,167,812.20 $447,25880 $175,171.83 $1.284,59342 $264,475.57 $0.00 $264,475.57 Miscellaneous(4) $253,386.00 $239,782.00 $248,38600 $4,970.00 $174.37741 $65,404.59 $42,72490 $278,724.60 $62,480.17 $0.00 $62.480.17 Landscaping $691,31790 0.00 $345,658.95 $345.658.95 $0.00 $0.00 - $760.449.69 $508.831.18 $515.711.91 -$6,880.73 Total $6,748,937.65 $8,409,022.00 $6,262,02078 $701.600.45 $4,816,483.39 $918,15375 $7,423,831.42 $2,246,510.48 $946,396.58 $1,300,113.90 'SSA bonding applied to as many phases as possible starting with Phase 1 until all funds are spent "Assumed to be equal to value of completed work for Phase 1 or total SSA bonding available,whichever is less (1)Excludes regional storm sewer,which is covered by a separate bond (2)Excludes offsite water main through Grande Reserve,which will be covered by the warranty bond (3)Excludes sanitary sewer through Hamman property,which was covered by a separate bond (4)Includes trails,streetlights,signage,striping,utility sleeves&mosquito abatement United City of Yorkville 1-Nov-11 Letter of Credit/Bond Reduction Subdivision. Autumn Creek Phase 2(Earthwork) Reduction No, 2 Date of original bond/LOC: Sep-07 ENR-CC Index for date of original bond/LOC 8050 Bond/LOC No. Safeco Insurance Company of America;Bond#6414740 Current ENR-CC Index 9027 1 2 3 4 5 6 7 8 9 10 li Available Value of Value of SSA Bond SSA Bond SSA Bond Initiai Conventional Current Conventional Current Conventional Conventional Item Approved EOPC SSA bonding* Completed Work Remaining Work Disbursements- Balance Value Required Bonding Provided Bond Amount Bonding Required Bond Reduction Earthwork $1,046,304.54 $0.00 $1..015,917.54 $30,387.00 $0.00 $1,150.934.99 $262,408.87 $208,364.84 $54,044.03 Erosion Control $113,471.25 $73,166.23 $29,126.25 $84,345.00 $34,72674 $38,439.49 - $124,818.38 $120,.399.02 $108,939.00 $11,460.02 Regional Storm Sewer $47,308.45 $915.549.20 $18.506.69 $28.801.76 $18,506.69 $897,042.51 $34.457.94 $52.039.30 $28.965.56 0.00 $28,965.56 Totals $1,207,084.24 $988,715.43 $1,063,550.48 $143.,533.76 $53,233.43 $935,482.00 $34,457.94 $1_.327,792.66 $411,773.45 $317,30184 $94,469.61 Subdivision: Autumn Creek Phase 2(Sitework) Date of original bond/LOC: Sep-07 Reduction No. 2 ENR-CC Index for date of original bond/LOC: 8050 Bond/LOC No. Bond Safeguard Insurance Co;Bond#5030622 Current ENR-CC Index: 9027 1 2 3 4 5 6 7 8 9 10 it Available Value of Value of SSA Bond SSA Bond SSA Bond Initial Conventional Current Conventional Current Conventional Conventional Item Approved EOPC SSA bonding' Completed Work Remaining Work Disbursements" Balance Value Required Bonding Provided Bond Amount Roadways: Bonding Required Bond Reduction Asphalt Binder $135,621.55 $1,258609.10 $135,621.55 $0.00 $826.717.80 $431,891.30 $20,343.23 $149,183.71 $28,856.22 $0.00 $28,856.22 Surface $56,948.65 $104,804.55 $0.00 $56,948.65 $0.00 $104,804.55 $62,643.52 $62,643.52 $66,643.36 $0.00 $66,643.36 Undercut/stabilization $0.00 $38,331.42 $0.00 $0.00 $0.00 $38,331.42 - $0.00 $0,00 $0.00 $0.00 Curb&Gutter $53,040.00 $145,667.00 $53,040.00 $0.00 $42,683.60 $102:983.40 $7,956.00 $58,344.00 $11,28533 $0.00 $11,28533 Other Roadway $166962.20 $0.00 $161,346.20 $5,616.00 $0.00 $0.00 - $183,658.42 $40,90131 $34,066.59 $6,835.12 Sidewalks $160,752.00 $0.00 $69,123.36 $91,628.64 $0.00 $0.00 - $176,827.20 $121,934.53 $124,651.10 -$2,716.58 Storm Sewer(1) $363,148.55 $897,042.51 $302,835.60 $60,312.95 $529,36236 $367,680.15 $111,769.59 $399,463.41 $143,950.42 $0.00 $143,950.42 Watermain(2) $152,363.50 $424,557.50 $142,418.50 $9,945.00 $455,80379 -$31,246.29 $32.302.28 $167,599.85 $41.940.41 $0.00 $41,940.41 Sanitary(3) $179,476.25 $447,258.80 $149,701.25 $29,77500 $195,243.95 $252,014.85 $55,207.69 $197.423.88 $70579.94 $0.00 $70,579.94 Miscellaneous(4) $44,500.00 $0.00 $6,000.00 $38,500.00 $0.00 $0.00 - $48,950.00 $46,330.71 $48,49910 -$2,168.39 Landscaping $106.158.80 0.00 $15.92382 $90,234.98 0.00 $0.00 - $116,77468 $99,076.66 $113,983.59 -$14,906.93 Total $1,418,971.50 $3,316.,270.88 $1,036,010.28 $382,961.22 $2,049.811.50 $1,266,459.38 $290,222.30 $1,560,868.65 $671,499.29 $321,200.38 $350,298.90 SSA bonding applied to as many phases as possible starting with Phase 1 until all funds are spent "Assumed to be equal to total SSA bond disbursement to-date menus Phase 1 disbursement (1)Excludes regional storm sewer,which is covered by a separate bond (2)Excludes offshe watermain through.Grande Reserve,which will be covered by the warranty bond (3)Excludes sanitary sewer through Harriman property,which was covered by a separate bond (4)Includes trails,streetlights.signage,striping,utility sleeves&mosquito abatement LETTER OF CREDIT REDUCTION K2 AUTUMN CREEK SUBDIVISION-YORKVILLE,ILLINOIS SEC Group, Inc. PREPARED BY SEC GOUP INC. JOB NUMBER:PULT 040024.053 Engineering+Surveying-Planning+Landscape Architecture PHASE 1 MASS GRADING LOC Reduction Re4pwst 82 _ ON T61MR MEHTS- ' _ DATE: 0609 /09 PERCENT TOTAL PAY ITEM U AR L@ COMPLETE— RE 14 F-ARTHWQftK SEEDING ARE - S__ _2,000.00 13.8 $ 27600tgll 100% 14 f _2MQ0.90' S. I CEMPOR�CRY$Fd�DING S.BASIN to AND BASOJ¢t P 2.600,(10 8 f 12. 0. 100% 0 12,000.00 % _g R �T _ 50 YD- 5 1.00 80,990 f 60990.00 1 60,990 f .890,00 f EROS N ANXET.8350 .YD. _ .00 5.680_s 34 080.00 100% 5.680 34.080.00 f RFACETOPSOI' TRIP CU.YD. '.'S 1.70• 31Z.000 6,527 00000 1f % _310000 S 5'27,00000 517E CUT T FILL _ _ _ CU.Y0• 5 2.60 320,000 S 83 1 320.000 f 5 000.00 f SITE TOPSOIL RESPREAD cu.-T15 S 1,64 60.200 98,728-00 50% 30100 f 40-3W.00 f_ 49 384.00 SILT FENCE _ FOOT S 1 1 .4 30 178.80 .50 f Y TRENCH XCAVA IN S 111,2 39.000.00 190% 15,0. f 3.,000. IMPROVEWENTS PER EW _ OUANTITY DT -- -- TOTAL PA UNIT 0-T UAN TO AL CO�T Cc LIETE C -a"Nwil. STO 1t SEWE 48TRUCTION STORM SEWERS.CLASS A.TYPE 2.15" FoPj 1 12.2§ 26 _ 100% _ 26 _ S _ - TORM L S.CLASS A.TYPE 2.18" FOOT _1_ 23,f" 796 f 18,706,�IM - 100°x: 7 18,12LU I - TORM SEWERS.CL A-TYI"E 2},21' FOOT S 26: 1 S 9126 100% 351 S 01126.00 f STORM SEWERS.CLASS A TYPE V 2.24- FOOT S 30.00 _ 32M f IS150.09 100% 205 96,150. $ STORM SEWERS.CLASS A TYPE 2.36' - Ff.OT 35.00 1.748 S - 61,180.00 1 1.749 3 61 N0. - PRECAST RE114ORCED CONCRETE FLARED END SECTIONS.15-W/GRATE - EACH 700.00 1 f 100.00 100% 1 S 7 o 0.00 S .�-,.�...V_ P ECAST BJIF RC CONCRETE FLARED ENO SECTIONS 18'WlGRA E EACH S_ 800.00 1 f AO 100°:n 1 i 00. - PRECAST REINFORCED CONCRETE FLARE NO SECTIONS A-W ATE EACH 1.0 5 000.60 10D% 5 $ 5.000.00 I S - PRECAST REINF ED CONCRETE FLARE MID SECTIONS 36'W/GRATE EACH S 1,400.00 S 7 -.00 _100°x. 5 T 0.00 _$ MANHOLE a,n"PE A,1' IAI& R,TYPE 1 FRAME CLOSED LID A H S 1"+00.00 11 5 - - - /]200.00 _ 100!.: 11 f 5'11'YPEA 5 'rAr,•r�TER TY'PE1 FRAME-LOSER LID _ EAC/I i-4 .00 1 100.00 1009'. 11 S 1 400,00 R1ANH 5, A,F DIAMET TYPE 1 F LO.ED H 5 1,80D. 3 2 400. 100'1. 13 1 , TOTAL $ 1,912,238.50 1 S 49,364.00 EXIS"'I"ING LETTER OF CREUT AMOUNT PER REDUCTION 01 ON 11/27107) S 393.1W037 15%R TAINEO OF APPROVED BOND AMOUNT $58,97&54 110%RETAINED OF REMAINING COSTS $54,300.40 NOTE: TOTAL RETAINED (WiN BOND I L.O.C. $713,278.94 1. 15%RETAINED FOR COMPLETED ITEMS,110%OF UNCOMPLETED ITEMS _ AMOUNT)_ 2. APPROVED BOND LETTER OF CREDIT AMOUNT FROM CITY OF YORKVILLE TOTAL AMOUNT OF LOC TO BE REDUCED= S 279,911.33 PHASE I MASS GRADING 040024 V.Awumn Creek-LOC Re6zhon#2-060809.x15 Page 1 of 1 L _ o . C . � 2 LETTER OF CREDIT REDUCTION 02 AUTUMN CREEK SUBDIVISION•YORKVILLE,ILLINOIS SEC Group Inc. PREPARED BY SEC GROUP INC. JOB NUMBER:PULT•010021.05.3 Engtneerinq;,W.Surveying•Planning.Landscape Architecture I'n Request I SITE LOG ReducllOn RaqueslOT ATE:OSM9109 q. a L N 01yr T 1:WHANn GUTTER raP r 1 808 32 } u 180'. S 5if 90eM f BAC ILl C11N6 00 050 .951 t 476$0 100•: 1 1 47 H A 5'Y3 N r•TNRV 'rE YYItS1 v_AOG A T _ F 5 J 155 99 7 75•: 118 6 7 - Mi!t7 H t 007 0 Sh"' •PRES510N DRtVEVVA - f0 .3 40•: 1344 1 O.eO f 1 LQGAL ROADS 3(3f]E(;ATEBA CQU L1 ERIALfQA4 10'TVPE OR APP 04ED E-UA h 50 YO 5 8 3.875 3N 1 Om' Jy 9rs} 3il!i0 8,7b s dWAI us FRIALS fFRItAg C?AT. IQ 23 GAI.Q.YP1 M, 3 075 10910 S 1.180 100•' 10919 A 9 In 25 f BI TUf.IINDU3 CQ 60I0€R GGVR GL 1 MIXTl k B 25- S YD S 445 675 f 104 .7 1 •: .5!b 1 b } T INO i F Ol1RS€Ab%TUR£E,C CL 1.15' SQ YO 5 I2. J30T5 141. 3.7 01:. 9 t C DA E C-Rt - TONE CA.61 T IE YD 5 0 7..0 f {9111$0 _ i 1f Ot/A0 Lkt.MD 1gi-497%A11F FA. 0 DRJEqUAL 50 YO S J3 875 S 000.00 00•:' 436T 91ff0.. ENE 2RADE RC1AR-,.'!A1 - 5 5&W 3 27,W3.00 1 58 fJ0 9 77$2340 7+u 703x1 kD E CD41R3€MAT A y BOR APPR AL asuvo S 5;808 S 54.2010 1 5,506 t 54.2_{¢10 81TUPJ�TNPRL5 iPR1L1E CUAT�K 301 OA ] 51 0 1 .26 tg . 1.491 3 1.016.25 f 7UIJINOUS CONCRETE EaN COURSE CL 1,t&XT 4 5• 5 8 UL 325 56 / R" AWJM BASE COU1 U Aix TYP 7 • 1 4 3 712bY 100? 8 _ - 3.71;60 O 59 44"II£RILE P2.7c OFI E LEkL S 1 60 8L 0'a c e - FINEG VAY _ $' OSO 7308 3 J H toot' 7. 8 3tt4.H 1 MAJORC R A33.30TOe7F5: _ ICA.bT APPROV'DEOUAL 10 6 4.325 _ u y 1 • 4.]3 _ ti 7 u I NIA RI ALE t COA 1C•30 1025G Vol 76 - 010.76 0 1.081 1/0.70 N 5 TU40N011SC NCTtEY BIND O sE 1 4.338 37 At1.7A 160•': 4 a 31 11 I t 4 N DNCiIE. i1R£A I t 5' 7' 3_ 14 9. - 0•i t b l+!e5L35 61,T ekSE f. f.E CNII TCk43 ER CVRBI .V _ S 50 3. LM 1 T&1 1 T} L FABRIC Tt Of,9A 50.TO S- t _4 'V --YU 050 5-995 7.977.50 1. PNASE I SITE 04002405•A�tr )Goek•LOC R"u,t—b2.0608nA Az P,v2y 1 0 3 AUTUMN CREEK SUBDIVISION-YORKVILLE,ILLINOIS PREPARED BY SEC GROUP INC. rl SEC Group, Inc. JOB NUMBER.PULT-040024.05.2 Engineering•Surveying•Planning.Landscape Architecture PHASE I SITE LOC Reduction Request 02 - DATE:O INOS DNe EM OYE01Ex1 PERCENT QUANTITY 7mr-- PAY TEAM COtlPLEIE f PRAP CLASS A YD } b W 67 f 46478.N '2m ° 95 3 k4tl LEA T TV.W A Y - EA 3 201110 7 3 41'0.10 IVY OA99 S rRENCH RAOMLL cu v0 a 1 s sz.mm 1uro 477120 f 7 f 1,517.50 10.527.6d 1 - _. TORdSEYY�,t� FOOT S 19 2. 44,05 ,43400 f SEWERS 15' F T S 4 1 76 1 17 +•. 7a 74,1,1.20 HD R1.IS A 21. _ F s 00 i ,0 3e3i4. ,W, f� _ 3a71a4N :. HD P FOOT 2 747 s 43 Iw% 21.967.50 110.- P kF ERS' - - F .4 ee T, 7- 9.00 f HDm PERT$T { Y F T 90 T e 47_7!7.)0 . t0yiwt 1,;BE P-RF' 70Rh1` 'N F S ]9 D 1A0 31 J51.0 1 tA0' 1 4t.351.10 P R TORA1 W'q b0 S t T 1 1 a t07 2 "311.3 1925 8}9 t .79 100!' _ p f; 3 1' - F i 19. 8 46D 4 124 NLN 100!1 4 e 9iORM St`n'R [.µSSA'U' " ):454N.00 - 0T S 40 4 0 eLm 1 4 360 94.W 5 SEWERS CLASS A. T.58' W S 34� a, f -7.217." qD•: 4.220 7 f_ A.TYP _ Fp T 3 I Dp 1 650 49 220.40 100.4 1 R a1 N 9�ORU SE1YER3.4LAS5 T FOOT 8 0 1 25931.29 1110": 3 25,031.20 4 TORAI SEW 5_G ASS A.T E 2 27- 4 S 34.10 701 M1 Y7 29.N 1 -- T01 10. f $TO" F'W TYFE 0- FO T S "I 327 3 77 l71.R 00•°' 827 { 131 T Al €YY RgRS.C�. Y 36' F S 49.65 1804 917]7,61 1 a 1094 9 7.f T Al 'W€R$.Cµ53A i7PE264' FO T 5 14 f A2fp6T4 Oi. 1.12 { 1t14iq.'V'0 1 _ A7C 13A;JH,TYPE A 4"CIAMEglk IYPE f. 1 61F TIF CIL EACH S -32`00 30 194,0a7.N 0°' 00 t 10 e01 f LSAT H BA�R1..YPE A s'0 TYPER d1- EACH ! 00 0 - 6]250,09 TS TY'P AIOI TYPE 7 - CFA 00 78 18.825.06 0.7`. i ,N i t E$TY TvbE-341 OR T1i _ ACN -L 4'20 78 } 6 ,P0 - 1- 7 I YP A R-32 EACH 8 890 0 579.99 100°•. 8 S 800 J iC: CAST REIN!]I7CE3000NDq€IEFLAR€D ENQ'SF.OTIONS '/„v�, _ JI 3 _ 50000 0 8N.99 - G ! 7.000.00 1 - PREC0.57RE1NFORGEDCORETE µRED T10F�F 'N $ 7 4 N1 1 ° _ 4 3 2D0000 8 _ PRECAST -1NSORC£7A 0 ET A. l Cn 1'Y/ E _ .y EACH 3 BOQ,m00 9 f 3 tl3.ne 10 a 0 00 A A.TgE1NFO,R,PEfl_CONC6'I;�E�µRE��NO N5�2,pLG1ATE_, EACH _ S { 1011,211 f -°' - ! 00 P GAS R!wr GON_GR€T T,F S f. 4!/OPAT CH S 1 00 6 f 4,061.90 _ 1 60 CA E F 'ED ENC aEC NS 2Y Wl DRAT[ H .S 1-2m 00 1 1"c'* 1 1.200 CAST , TE FLARED ENDS CTION5 30'Yf/GRATE S I d,--(b 00 4 -m! 4 0. P T°AST t I INF RCED COINICRE M FLARED T Il0 S 60"1'1/ORAT H 4.0N00 0 I 00 A.r mm t" 0, - CN 126000 11 1 93 N1.N 1 ° 11 1 /141IIOA0 m44k6t0yy0f,ke iE7EP TYPE I R PEN'LIQ EAU, S 1 210.QO 41.1N.4e 1 f f _ 4ANW T9'PE A 4 D" FER, t FRAME CLOSE 0 u - £ACH S 1.22D T 11 100°: 57 Awillot:ES TY fiA A le IF'. LID S 1659. K 0. °i 34 bw 'D 41 i R H ,.65000 - ro 4168,80 f 20 1 0/0. s - r, •a€s .vEA a T� Ilvrr_iEwg�1E_rPF,NUO EACH s _350 s a 1 Ic 7 0&40 a,ANHO E TYPE IAk1EfE 7YFE t FR4AlE GLO.•i D RID "' F4CH - 2 1 0 _ 780.09 I 100": 21 1 7 N 4 I.1AN AA 7 Am, t FRame CAOSEO pq Fige 6,100 W _ 2 19 b0 1 1 •OO.N 7 Y T FAaRICI 5.9A E '!TEEN IN E7 FRAME AND LID IROADWAYS1 3 ta5 1 442 M 100°- 626 TNP Y W BALE 5€DfAI Ni 7 -REAR VARD8 EA S 15 00 179. 111500.00 1 Ia2 Ii W." i TO 1RIP F0 R IE-XFENSIO 2.00 4611 .771 / - 0 22.00 T P 1 D W & ORhW9)9 Ni1CN _ Cu YD 3 204 20 - b 600,90 - 00•: g50 { POUL NYi _ FOOT S 1.70 1 31.40 4 Wjf 8674.70 _ LEaS ST,.M+19Ct:tt uw, :._uilt:E P.�S�GRM1 1651 ETTLR Of c.:,AI Lu. 750-60200 2.!8020Fi PHASE I SITE 040024 05 r 1C.cek.LOC Fr<li,^.00n r2-06080D°f. P,�2 of 3 AUTUMN CREEK SUBDIVISION•YORKVILLE,ILLINOIS PREPARED BY SEC GROUP INC. SEC Group, Inc. JOB NUMBER:PULT-040024.05-3 PHASE I SITE Engineering•Surveying•Planning.Landscape Architecture LOC Reduction Reauasl N2 DATE:06100/00 MILE M'ROYEM NEWS _ PERCENT I pL,WfnT Tb UN e lYAT€e.._. TOP5+0lL 5?R1P FOR PHASF-2WA RMAIN C. 00 334 3, _ eW.00 'L R€PRtAG 4'(FOR TEJi Il'4 XTCNSION7 _ _ S 200 idlef 3 EN 1 T WC ECKFIL. GU YD S 2200 1.186.t - 1 e b.•INCHWATERkw.4 _ FOOT �3,30 - 11011 I .]D 190°8 13.7HT ]t/130.]D V0-INCH q\At 8!'•IAP FOOT EJYURA!VTS 000' SH;.''E 1A ■ N 105 570 EACH 100`: 74 T 0 b- VALYUP„ 'l4i,-„_, CN $ t. ~0 43 is"M' 4 4b.itl0. t 6'IRA 4 Y VA T 1 `VAL I 1 OS .N 1 M: .e _ 9b e0 {_ i'SINGLE 'M 5'A R 'ICE IRC IHG N N CPFI t HG _ EACH 1 895 T9 K II/E i@0!' 70 //1A" 'SINOL iAfl9lY WATER SERVI E 1. WING TR N .SACK ORT} EACH 3 470 4 _ 17 T: B9 1 4'LWLT1-FAIRLY /ALVE DI`% IN l I 10 :0000 2611 5E7t'"M 4'L%h 1 LW A L 4 V VAt E XIMLU NG 14 71D 1 _ 1.1LY100 1 211. 2111 TOTAL h RClNT ANT . _ —RE O 5 L i 'ATnt TART SEWEX CONSTRUCTION TR NCHW KFI. CY 3 2200 4.2] / 99'eIi 00`: 4270 1 ANITMV ESYe:R C' 1 Epl FOOT 9 00 -- 9,55 1 77.192.0i0 7atP' 91 HIM a0 8-SANIT Y J R,PV SDR• 0'. E F F 3 % tl.. 3.t _ 277A4.60 _ 100°s 6H3 I 127.UO.N _ b'8AN1 RV SEY! PVG SOP,>.1.115'-D' f O 7 1 1 2 100% "7 1 257. f0'SANITARY 9 f0'-1.'DGEPe FO T 3 662 t HB7 t tlBD N' 12-S,1WITARY WER "R-18 10'-/5-DEEP? FOOT 226 E.. _ ]/0•N { IYBAM .r Y£.-SOR.24 -19'DEF O S M 10.16 71,1110,80 1 2.•..1 T1NO.N { r -1 0'-1SF ER FO07 E 8(100 3 { 1 510." 1 2.363 / if$,64040 t - $ANiTARYRI H $ -15' .P EACH 3 2.15•O0 54 11 1 N Iwo 94 ES 14L0•MN 5A T TAARHOLES+1"-N' al 3 2..0 5 21.7N.N 100°'. 1 1.] 4M !SANITARY NlJ L Sit-20' f 1 el-QP 4,RQQ 00 3 6, 726,000, 109°8 1' PV°C E=5K/UT S Q ? bt 1 Ae 700•: 51 4 1e/0 " - 6'SINGL FMOLY T YSEW_ R9 Ri10EI jgNG H CA KFILL IL 145048 A" 7400." 107'8 _ _ '1 1S], -SINO FA LV _ TARYS lERSERYICE.INCL RCkiDACKF)tt ISHO I EACH S 45000 !4 ]/ 00.." 1IV% 70.5 ] 1 - vV1p O FO 1 Ira 14.,11 -1110 iii IL "WOENT OUAKII r ---T6w TOTAL ripe IMF 'UNIT --ENT—Com a Tly L k Coup RE ISC L EoUb M1 5/F HIKE PATH WWII]TH f2'CVERLAY WI.NB" BOAT SA5p _ ❑.YU E 1300 8 Y 5 _ ."�I N105. qi _Iy i`I.THI YERLAY WIT 1£BASE YD 5 1 �I'�9 1'1 -] Al -- 1.;1 1. ." STRE T 5a0 c 1 • 10 STRIPING _ U61P S D 1 t k 0° 0 0 ! TR 112! S1 TDING, S. 2500.00 0 1 000. 107.. AQ 150.000, %4' VG SL€EV FOR COlJ / ',GO5IGAST N G531H 1 P R INTER3EC N EET LWTE 1 EAGN 5 01200 _ 5 / 0 00': 1 5 D e _ 1%4'RL fVEF R,ARfE%HCROl51N61i1 1 IC 11AT 1 EACH E 2 16 157 1 IS ib Li11s(illl O LIMP 1000 5-� 1 1 awl 11014 IIISNIIII PEIMEW -TOT26 TIT V RE LANDSCAPI IMPROVEMENTS/FE SIL O LUFY I at 6 6.7 01 $ EXISTING LETTER OF CREDIT AMOUNT PER RiwDUCT1ON N1 ON 11/27/07 = _ $ 2,1328149.79 15%RETAINED OF APPROVED BOND AMOUNT 5318.822.47 110%RETAINED OF REMAINING COSTS $771,760.50 NOTE; TOTAL RETAINED (NEW BOND 1 L.O.C. $1,081,582.96 1. 15%RETAINED FOR COMPLETED ITEMS,110%OF UNCOMPLETED ITEMS AMOUNT)_ 2 APPROVED BOND LETTER OF CREDIT AMOUNT FROM CITY OF YORKVILLE TOTAL AMOUNT OF LOC TO BE REDUCED= $ 1,040 FHAS£I SITE 040014 05-A,w—C—),-LOC Red,I n A'2-00,�104 A, P;10e 3013 L . 0, L , -9 3 REDUCTION TO LETTER OF CREDIT#1 JOB NAME:AUTUMN CREEK SUBDIVISION(PHASE 2 SITE GRADING) JOB NUMBER:040024,05 LOCATION: UNITED CRY OF YORK'VILLE DATE: 05108109 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COSTS CALC BY:KJB PREPARED BY SMITH ENGINEERING CONSULTANTS,INC. CHK BY:PJH SITE GRADING IMPROVEMENTS FOR PHASE 2 PERCENT OUANTITY TOTAL TOTAL PAY ITEM UNIT 1 UNIT COST 2UANTIlY TOTAL COST COMPLETE COMPLETE COMPLETE REMAINING SEEDING(OPEN SPACE 8 R.O.W.) ACRE 2,000.00 19.85 S 39 700.00 0.00% 0 $ S 3970000 EXCEL BLANKET .'VD. 1.00 34,865 S 34 65.00 0.00% 0 34 885.00 EROSION BLANKET.CR50 SO.YD. $ 6. 1.630 7 0.00% 0 $ _ 9,760.00 SURFACE TOPSOIL TRIP CU.YD. 1.77 128.102 $ 225740.54 100.00% 128102 $ 6,740.54 SITE CUT TO FILL CU.YD. $ _ 3.00 263..059 S 789177.00 100.00% 26305 $ 789,177.00 S SITE TOPSOIL RESPREAD CU.YD $ 3.50 8 682 30,387,00 0.00% 0 $ - $ 30,387.1I1,0 SILT FENCE FOOT $ 1.551 14.275 S 22.126.25 100.004/ 14275 $ 22,126,25 S CONSTRUCTION ENTRANCE $ 3.500.00 21S 7,000.00 100.00% 21$ 7,000,00 $ ,Sub-Total - f 1,159,775.79 Sub-Tolal=1$ 114,732_00 STORM SEWER IMPROVEMENTS FOR PHASE-2**OR BASINS ONLY) PERCENT QUANTITY TOTAL TOTAL PAY ITEM UF4NT UNIT COST QUANTITY TOTAL COST COMPLETE COMPLETE I COMPLETE REMAINING TORM SEWERS,CLASS A,TYPE 2.12" FOOT $ 19.25 173 1 3,33025 100.00% 173S 3.330.25 STORM SEWERS.CLASS A TYPE 2,18- FOOT $ 23.00 1.055 S 24 65,00 i3.60% 354 8,153.04 $ 18111.96 STORM SEWERS,CLASS A.TYPE Z 21- FOOT 26.80 199 S 5,333.20 1.00% 0 $ 5.333.20 PRECAST RENFORCED CCoNCRE f FUIRED END SECTIONS 12'W/GRATE EACH $ 500. 2 1000.00 100.00% 2 1,000.00 RE T REINFORCED CONCRETE FLARED END SECTIONS 18'W/GRATE €A H 3 800.00 3 2400.00 DO 0D% 3 S 2 400.00 S _w MANHOLES,TYPE A.4'DIAMETER.TYPE 1 FRAME CLOSED LID EACH 1,220.00 9 S 10,980.00 33.00% 3 3.823. S 7,Y56 60 $ub-Total S p,3oa.4s Sub-Total- $ 28,601.76 TOTAL S 1,207.084.241 TOTAL REMAINING= Ts 143„533.78 TO'T'AL APPROVED LETTER OF CREDIT AMOUNT= S 1,327,792:66 1.5%RETAINED OF APPROVED BOND AMOUNT= $199,168.90 110%RETAINED OF REMAINING COSTS= $157,887.14 TOTAL RETAINED(NEW $357,056.04 BOND I L.O.C.AMOUN.T'= NOTE: 1.13%RETAINED FOR COMPLETED ITEMS,110%OF UNCOMPLETED:7EMS 2- APPROVED BOND I ETTER OF CREDIT'AMOUNT FROM CITY OF YORKVILLE TOTAL AMOUNT OF BOND TO BE REDUCED= $ 970,736.63 040024.05•AC Ph 11-LOC Reducxon.4PC-Gradmg-060809.x1s L , o. �. � � REOUC'1"KIN TO LETTER OF CREDIT O1 JOB NAME:AUTUMN CREEK SUBDIVISION-PHASE II(SCHOOL) SEC Group, Inc• LOCATION:UNITED CITY OF YORKVILLE SEC JOB NO.:PULT-040024.09 Engineering.SUrVOY109•Planning.Landscape Architecture DATE:0610ff2009 CALC BY:KJB CHK BY:PJ14 REDUCTION TO LETTER OF CREDIT 1St AUTUMN CREEK SUBDIVISION•PHASE 11(SCHOOL) rPERCIENT OUAN"IM TOTAL TOTAL 1.,0 R Y TK1N UNIT UNIT C -T QUA NIFTY LETE COMPLETE COMPLETE REMAWING 1.O11COTAaINATION CONCRETE CURB ANO GUTTER.TVPE(8.612) FOOT $ 1000 5.304 f 53.040.00 9: _53045.39,04000 $,_ ) ) FOOT 5 1200 468 5304 5 583440 __ _ FOOT 5 1 10 5,304 S 034 40 r 1 D2IBACKFILL CURB _ __f 03iP C C SIDEWALK 5`W ITH 2•AGG SUBBASE(6`THRU DRNE WITH 5"AGG SUBBASE S FT S 6 OD 26 792 S 160 TS2-00 % 11521 S 69.123 36 f 91.620.64 1 D4ISAWGURB DEPRESSION ORI 1VEWAYSAVERAGE WIIDjH^260 _ _ 0 5 f Sb18.00 1LOCAL ROADS(PPAIRN€GRASS LAS_GREGATE BASE COURSE MATERIAL�•6) 10"TYPE B OR APPROVED EQUAL _ _ SO YO_ S_.1050_ 3,O6S S ___ 32,102.50 % 3065 S 32,182 50 t O6BYTUMINOUS MATERIALS(PRIME COAL AIC-301(02(025 GAOJSO YOB GAL 5 15D 7116 S 1,149.00 % 76fi $ 1,14900 } 1 071BITUl6NCiUS CONCRETE BINDER COURSE CL 1,60XTURE 8,25--- - --`- '- -—" --- - $O VD S 9.35 _ 3.#5 A_.. 20.6557.76 100% _ _3065 S 28.65775 f _ 1.415yuMIN0U5 CONCRETE SURFACE COURSE,MIXTURE C,CL L 1 S_ _ _ _SO YO. S 60 __3.065_f _ 10513_2¢_ _ 0% _ _ 0 S - S __ 10.51J.25 109`AGGREGATE BASE COURSE CRUSHED 570NE(CAS-TYPE B 4'(-UNDER CUR81 50 YD S S 25 546 f 2.O66.SA 100°'e - _Sd6 f 2,666 50 f _ _ _ 110 AMOCO 4551 GEOTE%TILE_F_A_BRIC OR EQUAL - — ___SQYD- S 175 --3,611..$ 6,319.25 100% .-_- 9611 5 6.31925 f - ...•_1 111FM1E GRADE ROAONlAY_ - _ _,SO,YD_ S 0 75_ _3,611 f 2.708.25. 10095 3611 S .708.25 $ 2 - tt ------— ---- --f AUTUMN CREEK BOULEVARD(STA0W.jo 17e14) _ _- - --•--, 112(AGGREGATE BASE COURSE MATERIAL(W1_fi j 12•TYPE B OR APPROI ED EQUAL - �- SO VD- S _ .1260 - 6.34E S, ---j!.984.80 _ 100°6 - 1 131BITL6ANOUS MATERIALS PRIME COAT.MC•30)-(025 GALaQ,)R -- - - _ - GAL 5 1.50 1.587-- f 2.300.50 - 100°__ 1587 S 2380 50 f SO YO -_ 5 16 A5 _ 6.348 f 106,96300 10D% 6348 106 1 14 BITWINOUS CONCRETE BINDER COURSE CL t.AOXTURE B.4,5 ------ - ---'---- 1 15 131TUMIN0 S CONCRETE SURFACE COURSE.MIXTURE C CL 1 1.5" _ ___50 YO _ S _ 605 _6 348 f 36,IOS.10 0°e _ _ 0 1 16 AGGREGATE BASE COURSE CRUSHED STONE(GA$).TYPE B A',(UNDER CURB!-._ SO VD 5_ 10 SO92f S 733.50 - 100°,6 927 S 9 7TT350 5 _ _".. 9 I8 FINF l 4DE R0—i XT FABRIC OR EQUAL _____ _SO 1"D S 1 75 7.275 � 12,731.25 _ Y00% -�7 75 S 12.731 25_ 118 FINE GRADE ROA AY QO 31,111401AL S 0.75 7.275 f 6456.25 100!5 72T5 5 5.45623 f - t 5T3.124,A0 S —154.103.29 6130+2008 04OD24 09-LOC REDUCTION-Aubumn Crank Phase IIISCHOOL}OPC•060A09 x1s Peg.1 014 REDUCTION TO LETTER OF CREDIT 81 Inc. JOB NAME:AUTUMN CREEK SUBDIVISION•PHASE It(SCHOOL) SEC Croup, I LOCA71ON:UNITED CITY OF YORKVILLE rl SEC JOB NO.:PULT41401)2449 Engineering•Surveying•Planning.Landscape Architecture DATE:0 610 8120 0 9 CALL 8Y:KJB CNK BY:PJH PERCENT OUANTI'llY TOTAL TOTAL 2-0-171 EHI TK)N _ -_-- - -_.----- _-._- - _ - UNITS _S NIT S. QUANTITY f-- COST COMPLETE COMPLETE COMPLETE f REMAINING 2 O/!ST RIPRAP,CLASS A3 - - 2 62 TRENCH BACKFILL , -.- _ _203GHDPE PERF STORM SEWERS.15" _ _ _ _FOOT_ 5 2310 170 S 0,927.00 100:6 _ 17 2Q4'HDpE PERF STORM SEWERS.IS' FOOT S 2720 605 f 16,A56.60 100% fi0v. S. 16,45600 - 205�HOPE PERFSTORMSEWERS..2T_ ._ _ _ FOOT_ 5 _31_25. 485 15456.25 __10046 _ _ 48 15,15625, 20fi;HDPE PERF STORM SEWERS;2d' _ FOOT S. _3615 502 $ _ta1147.30 _ 100°/. 502 $.18.14730 3 - _._ _ __ 247 HOpE PERF BTORAI SEWEF f5.2T_...- _FOOT S 4410 302 f _13.315.20 100% _ 302 S 13.31820 3 --- ______-•_ _ 2 DaiS70RM SEIRERS.CLASS A.TYPE 2,.12" Fil'.'IOT S- -15.655.60 100°F__-- 73y S-15.65550 S__ a13o y35 f _-209iSTORM SESYERS,CLASS A,TYPE 2.15` _FOOT _ 5- 2310 X02 _20,!36.20 10dae 902 S ?0.83620 f. -_2 tOISTORM SEWERS.CLASS A.TYPE 2_ia"- -_ FOOT-_ 5 27 30 380 10.374.00 100% 380 S 10.374 00 3 - 21111ISTORM SEWERS.CLASS A.TYPE 2,21- _ _ _ --- _ FOOT. _S 3125 _ 8 -1— 000..00 .10(M6_ 80 5 2$,00000 It - 2 12 STORrA SEWERS.CLASS A.A.TYPE 2.2 _^ ._ _ ____ FOOT_- S 3616 141 S,-____5A97.15 - 100:6 141 55.097 1- f ..,. 2 13�STORM SEWERS,CLASS A.TYPE 2.27` FOOT $. 399 f 17,551.80 t00°6__ 398 5 17.551 80 S - 214�STORMSELYERS,C:LASB A.TYPE 2.30' _.. _ FOOT 5 5010. 36 }, _-1,803.60 100% 36 S_ 1,80369 f 215�5TOR61 SEWEP.S.CLIRS$A.TV PE 236" _ FOOT_ $ .6275 .. 30 f.�_ _2./>1.A __100% __-34 5 213350. f 2 16 CATCH BASWB TYPEE A 4_DMMETER _ -- EACH_. S 1,345 00 12 3,__ 15.900.00 _ 10017 _ ___72 5_15 90000 S 217 CATCH BASINS,TYPEC2'04UET,,.€R __ _______ _, _ EACH 5 90000 �4 f 3,600.00 100% - 4 S 9.60000 f 2 18ANLETS.Tl7!E A 2'OU - -' ---� -'- - ---- -- _ _ _ _ _.. EACH._- S 75000_ 9 } 8.750.,00 1 _ 9 5 675000 t 19'PRECAST REINFORCED CONCRETE FLARED END SECTIONS 27•Wf GRATE EACH S 1,20000 --_ 1 f 1,200.00 100% _ 1 S 1.20000 f _ - 30" -' - '--- .-__ ..- S 1 _223'INANHOLES TYPE A.6'DDNL£TER - --_— _ EACH S 1160 1 f 1,d00.00 100% 1 S 140000 }_ 220,PRECASTHEaVFORCEOCONCRETEiLAREOENOSECT IONS WI GRATE EACH __^__-_ _ 2 21-PRECAST RE 1FORCED CONCRETE FLARED END SECTIONS 36-W/GRATE_ _. EACH _ S 1,80000 _1. 1,800.00 100?e i S - 0 f -__ _ .76000 - _ �__-- --�_ .._�_ .D6000 _ f2 s 41.86o.00 100^0 zz-s--4 tj00 06 A --_-- 2 25ITE NMPORARY SILTATION FABRIC NSTAL AT10N BETWEEN IIW.ET FRA_ME,AND 110{ROADWAVSL._ _ EACH=- =5,?525 00 ,- 2? f�-_ 5,08040 _ 100% _ 2 $ S 080;110 ,S _ _.2 S• _ _ b, - - ---- 710 100% _ 28 S 70000 S _ 116 TEMPORARY STRAW DALE SEDIMENT TRAP_ FAR YAROSI -� - EACH $ now 17 $ 2.5W00 0 0% 0 S S _2.550.00 2 27.7V VIDEO PIPE FOOT S 1 76 SA8 47- 100% 549D f 9.333 00 f A.L 4 293434.50 S 2 55. ef30f20D9 040024 09•LOC REDUCTION-Autumn Creek Ph—)))SCHOOL}OPC-060809 xis Page 2 of 4 REDUCTION TO LETTER OF CREDIT$1 SECGroup,g JOB NAME:AUTUMN CREEK SUBDIVISION•PNASE MORKVIL L1 Inc. LOCATION:UNf1 ED CITY OF YORKYx.LE SEC JOB NO.:PULT-010024.09 Engineering Surve in Planning.Landscape Architecture DATE:06100!2009 CALL BY:KJB CHK BY:PJN PE ENT QUANTITY TOTAL 3.00E-SIT M S R CON RUCTION KEN OY ROAQ- UNITS UNIT COS QUANTITY COST COMPLETE COMPLETE COMPLETE REMAINING __3011TRENCH CS�ILI - _ _ ____ ___ _CY __ 5 __2200 _ 750 S 163P0.00 0°L _0 5 S 16,500.OD 3 02�BITUMINOUS ROADWAY PATCHING.3;_ _ _ _. 50 YO S 15 00 ____ 480 S____ 7.700.00 —_ 0 —_---9 3_._. .. _ ._. 7300.00 ,__303jS1TORM SEWERS.CLASS,A,7VPE2,18- _ FOOT_ $ __ 2730 1,003 S 27,]61.50 31% __— 307.S 8,38110 S 18.00D.=0 4MfST�I�iRM SEWERS CLASSA,TYPE 2,?t' __ FOOT_ S 31.25 1995 __.BRie.TS ____0%, 0S - S__ -----6,P16.76 3051PRECAST REINFURCED CONCRETE iLARED ENO_SECTIONS IB`W/GRATE EACH $ 75000 1_5 __. 750.00 1001._ _ 1 S. 75000 _$ _. __.. _ $06jMANHOLES.TYPE A,4'DIAMETER_ __ _�__—__._- --- EACH 5_1,36000 . _,. 7 f 9.320_00 29% _2 5 2.72000 S 6.000.60 3.0VTVVIDEOPIPE � FOOT � 170 1 02 2,013.10 076 0 S f 2.O 2-. SUBTOTAL - $ 66.614.=6 —UNITS UNIT ZOO QUANTITY 5-,�_�3,310.00 COMPLETE ETE OMPLETE� COMPLETE DAL OY/Ail-YAI _ __ FOOT 5 2850 1031 S 29.1=3.0 100°6 1031 5 ?g�LETE REMAINING 401.TRkNCH WATER L 31000 S - 4 02 A_INCH WATER IiAAUN --` � --"— r� ----- 383 50 - 4 Q3 16•IHGH WATER MAIN ___ __ „_. __. __FOOT 5 65 00 _ 920 J__, __.59,=00.00 _ 10076 __ 92'0 S 59.800 DO_. ¢ _404 F{RE'HYDRANTS __ __ _ _ EACH _ S 3,20000 6 5__ _16,200.00 _ 10(w,5 6 1-19.200 C�O S _ Q5;="VALVE ANO VALVE BOX __ _ EACH 5 1.1�5� 4 S __ 1.680.60 100%__ ----4 5 4 500 00 - _4 06 S'D{A VANE VAULT AND 16'VALVE _ _ _ EACH S 4 500.00 __ _ 2_S 9,000,00 tOp7; 2 S 9.00000 S - __ 4.07 V SINGLE FAMILY WATER SERVICE INCLUDING TRENCH BACKFILL LONG)_..,,. _ _ __ _EACH S 1_985 00 5 $ _-9,927.00 100!5 _._ 5 $ 9 925.00 f - l- 4,08,1"SINGLE FAMILY WATER SERVICE INCLUDING TRENCH BACKFILL(SHORT) - -- _ EACH $ 765 00 13 S _ 9.945-00 ff _ 0 S - S _ 9.94600 ,_ 409 CGNNQ,TTQ, IS I W7E8►RAIN _--__. __ _ EACH S _ — ---- S I,000.OD 100% / S_ 8,00000 f 4 10;FIRE HYDRANT REMOVAL RETURN TO CITY OF YORKVIL __ _ EACH 5 AD 00 1 f 3100.00 100% 1 30000 S 5U8•T AL 152,363.50 8, 5.00 6190!2009 040024 09-LOC REDUCTION-AUlumn Croak Phase 11(SCH00L)-0PC-060809 xis Paga 3 0l4 REDUCTION TO LETTER OF CREDIT$I JOB NAME:AUTUMN CREEK SUBDIVISION-PHASE N(SCHOOL) SEC Group, Inc. LOCATION UNITEDCRYOFYORKVR,LE SEC JOB NO.:PULT-040024.09 Engineering.Surveying.Planning•Landscape Architecture DATE:0610812009 CALC BY:KJB CHK BY:PJH PERCENT QUANTITY TOTAL TOTAL 8. ART SEINER C N R " UNFTS UNIT COST OUANTITY COST COMPLETE COMPLE"I'E COMPLETE REMAINING _5�1-TRENCH_.ACKrILL CY S- 220D_ 8D0 f 19.900.00 100°; _ g00 S t9,8000D S 5 02 8'SANITARY SEWER.PVC SDR 26(('-15•DEEP) FOOT__ S 2850 1 B60 ____ 47,310.00 100 _-_ 1660 S 47,3_10.00. f _ —_—._ - _ 5038'SANITARVSEWER,PYCOR IB(0'•15'OEEP). _ FOOT S, 3000 __ 726 S 21,780.60 106% 72G $ 21.780.00 504 10-SANITARY SEWER,SDR-28(0'-15'OEE? — _ — _ _ ) ._ FQOT_ S_ 2950 _ 601 f _ 17,729.50 . iW% ---- 801.S 17,72950 S 5.05 4'SANITARY MANHOLES IO'•15'OEEP�, _ 4 _ EACH S 1900.00 _ tt S_ �t.300.00 10070__ 1,7 532,300.00 S _ ___ 4N.8-SINGLE FAMILY SANITARY SEp,f1 SERVICE INCLUDING TRENCH BACKFILL.(LONG)_ ld S 31305.00 _ 15% 2 S,_ d,725 D0 _S_ 26,773.00 1.s07 G SINGQE FTwB SANITARY SEWER SERVICE INCLUDING TRENCH BACKFILL(SHORT) EACH S 800 00 5 S ).000.00 0°_re 0 S 3.000.00 SOS COREdBOOTNEWCOf4ECTION.B' ,__ _ _ ___-, EACH 5 2.000 OD t S 2,000.00,__.JDD% 1 S 2000 OD f __•_,_ S09�NVIDEOPIPE FOOT S 133 S f 1,056.75 100% 0005 f 4.056 7 f SUB-T T _ _. 11'9.476. _ 8- 29,775.00 PERCENT QUANTITY TOTAL TOTAL - a0 iSC.IMPROVEMENFSffE UNITS UNIT COST QUAN Y COST COMPLETE COMPLETE COMPLETE REMAINING 6,01(5"I'REE'T UGN7S l WIR 1A CH_ _5- 3.SOOAO 11 S 78,600.00 D4 D 5 - 38.500.00 6.0213 X 4'PVC SLEEVES FOR C_aJEDlSBCICOh1CAST(EACH CROSSING)_(1 PER INTERSECTION ESTIMATED) EACH _ 5 700.00 /,200.00 _10090_ _6 - 6031.X4-SLEEVEFORGAS EACH CROSSING PER INTERSECTION ESTMATED EACH 8 360. - 1,800.00 WO°6 _ 6 5 1.80000 SUS-TOTAL 41.500.00 ti 36,600.00 710 LAND APING BYPROVEMENTS UNIT UNIT CO QUANTITY C T COMPLETE COMPLETE' COMPLETE REMAINING 701 tANOSLAPMG IPR VEA N S BY GARY WEBER$A550CIATESt LUMP SUM S 106.158 80 1 100,158,80 1571 D 5 75.923 82 f 90.231.68 AL 106.154.OD I } So.34s9 MAININO UMMAR7'Of 16 CONSTRUCT*"COSTS S COST COST 1 SEWER RUCTION ---._ ... _ 2!3,534.50 20STORLISEWERCONSTRUCTION -- --- _ - f 164193,29 3 0(OFF•SITE STORM SEWER CONSTRUCTION(KENNEDY ROAD) $ 69.614.06� 3 _ 2 SS0.00 f - /A(WATER MAIN CONSIRUCT10N S _. _ _57762.95 _ _ f 152„383.30 f p 9.845.00 _ 5.01 SANITARY SEWER CONSTRUCTION - �— --- --' $ 179„17625 f 28,775.00 6.OIMISC!IMPROVEMENT$ffEES _ _ _ f x/.500.00 � -..._._._. . x,500.00 TO LANDSCAPING IMPROVECIENTS __ - _ 100.158.50 _ f 90.234.98 SU84_ L - f 1,11At,8T1.50 382.61,22 APPROVED LVMROF CRIEDIT AMOUNT = S 1,550 252.77 15%RETAINED OF APPROVED BOND AMOUNT $232,537.92 110%RETAINED OF REMAINING COSTS $421,257.34 NOTE; TOTAL RETAINED(NEW BOND/ $653,795.26 1-15'1 RETAINED FOR COMPLETED ITEMS.110%OF UNCOMPLETED ITEMS I L.O.C.AMOUNT)., 2.APPROVED BOND LETTER OF CREDIT AMOUNT FROM CITY OF YORKVILLE TOTAL AMOUNT OF L.O.C.TO BE REDUCED= x >396.457.51 ^f30/2009 040024 Dg-LOC REDUCTION-A.f.—Gook Ph...II(SCHO0L)-0PC-060809.1& P.g.4 of 4 Reviewed By: Agenda Item Number Legal ❑ CA#4 Finance ❑ esr. Im Engineer ❑ GCity Administrator F] Tracking Number s1 O Consultant ❑ PW 2011-67 BILE `vti ❑ Agenda Item Summary Memo Title: Kendall Marketplace Improvements—Payment to Wilkinson Excavating Meeting and Date: City Council—November 22, 2011 Synopsis: Council Action Previously Taken: Date of Action: PW 11/15/11 Action Taken: Move forward to 11/22 consent agenda. Item Number: PW 2011-67 Type of Vote Required: Council Action Requested: Submitted by: Brad Sanderson Engineering Name Department Agenda Item Notes: sr,. . ✓ �✓ : ✓ F i � r • • 0 • 0 • • 52 Wheeler Road , Sugar Grove, IL 60554 (630) 466-6700 tel (630) 466-6701 fax www.eeiweb.com Page 1 of 1 ENGINEER'S PAYMENT ESTIMATE NO. 1 FROM: START UP TO NOVEMBER 9, 2011 KENDALL MARKETPLACE IMPROVEMENTS PAYABLE TO: WILKINSON EXCAVATING, INC. UNITED CITY OF Y ORKVILLE ADDRESS: 725 EAST LASALLE STREET, COMONAUK, IL 60552 KENDALL COUNTY, ILLINOIS COMPLETED QUANTITY COMPLETED TOTAL TOTAL ITEM AWARDED AWARDED ADDED DEDUCTED THIS PAY VALUE THIS COMPLETED COMPLETED NO. ITEMS QUANTITY UNITS VALUE QUANTITY QUANTITY UNIT PRICE PERIOD PAY PERIOD QUANTITY VALUES 1 COMBINATION CONCRETE CURB & GUTTER, TYPE 8.6. 12 250 FOOT $5,250.00 $21 .00 168 $31528.00 168 $3,528.00 2 HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50, 2.5" 215 TON 16,770.00 $78.00 239 $18,642.00 239 $18,642.00 3 HOT-MIX ASPHALT SURFACE COURSE, MIX "C", N50, 1 .5" 80 TON 61800.00 $85.00 74 $6,290.00 74 $6,290.00 4 BITUMINOUS MATERIALS (PRIME COAT) 150 GAL 375.00 $2.50 137 $342.50 137 $342.50 5 HOT-MIX ASPHALT SURFACE REMOVAL, 1 .5" 935 SY 7,012.50 $7.50 847 $6,352.50 847 $6,352.50 6 AGGREGATE BASE COURSE, TYPE B 1 ,000 TON 14,000.00 $14.00 415 $5,808.18 415 $5,808. 18 7 STONE WEDGE FOR CURB 880 FOOT 1 ,144.00 $1.30 880 $1 ,144.00 880 $1 ,144.00 8 FINE GRADING AGGREGATE BASE 800 BY 11600.00 $2.00 31225 $6,450.00 3,225 $61450.00 9 FINE GRADING LOT 1 L SUM 12,500.00 $12,500.00 1 $12,500.00 1 $12,500.00 10 RESTORATION 5.3 ACRE 20,140.00 $3,800.00 0 $0.00 0 $0.00 11 SANITARY MANHOLES TO BE ADJUSTED 1 EACH 350.00 $350.00 0 $0.00 0 $0.00 12 TOPSOIL FURNISH AND PLACE, 4" 11000 SY 1 ,100.00 $1 . 10 0 $0.00 0 $0.00 TOTAL 87,041 .50 $619057. 18 . $61 ,057. 18 MISCELLANEOUS EXTRAS AND CREDITS VALUE 1 2 3 4 5 TOTAL MISCELLANEOUS EXTRAS AND CREDITS $0.00 TOTAL VALUE OF COMPLETED WORK $61,057.18 MISCELLANEOUS DEBITS DEDUCT RETAINAGE 0% $0.00 BALANCE DUE ON COMPLETED WORK $61 ,057.18 1 2 3 4 5 6 TOTAL DEBITS $0.00 7 NET AMOUNT DUE $61 ,057.18 PREPARED BY : � ) + ��- DATE: TITLE: PROJECT ENGINEER APPROVED BY : ��' �� _.,,tea-+=-_.- DATE: f TITLE: PROJECT MA AGER ENGINEERING ENTERPRISES, INC., 44W110 U.S. HWY. 20, HAMPSHIRE, ILLINOIS I Wilkinson Excavating, Inc. invoice 725 East LaSalle Street Somonauk, IL 60552 DATE INVOICE # 11/8/20`11 12245 s r BILL TO JOB DESCRIPTION United City of Yorkville Umted`City of Yorkville r 800 Game Farm Rd. i Yorkville IL 60560 i TERMS Net 30 Days SERVICED DESCRIPTION QUANTITY UNIT RATE AMOUNT 11/8/2011 Combination curb & gutter 168 LF 21 .00 31528.00 Hot mix asphalt (binder) 239 TN 78.00 18,642:00 Hot mix asphalt (surface) 74 TN 85:00 6,290.00 Prime 137 GL 2.50 342.5.0 Hot mix surface removal 847 SY 7.50 6,352.50 Aggregate base 414.87 TN 14.00 5,808. 18 Stone wedge 880 TN 1 .30 1; 144.00 Grade 3,225 SY 2.00 61450.00 Fine grade lot I LS 127500.00 12;500.00 ; c i . i I t If you do not have sufficient funds in your account, it returned check fee of $[25] will be debited from your account. We reserve the right to add 1 1/2% interest on accounts over 30 days old. Total $61,057. 18 I Balance Due $61,057. I8 f 3 { f WAIVER OF LIEN TO DATE STATE OF ILLINOIS Gty # COUNTY OF Escrow TO WHOM IT MAY CONCERN: WHEREAS the undersigned has been employed by United City of Yorkville to furnish excavation for the premises known as Kendall Market Place Improvements Of which United City of Yorkville is the owner. THE undersigned, for and in consideration of sixtyone thousand fiftyseven dollars and 18/100 ($61,057. 18) Dollars, and other good and valuable considerations, the receipt whereof is hereby acknowledged; do(es) hereby waive and release any and all lien or claim of, or right to, lien, under the statutes of the State of Illinois, relating to mechanics' liens, with respect to and on said above-described premises, and the improvements thereon, and on the material, fixtures, apparatus or machinery furnished, and on the moneys, funds or other considerations due or to become due from the owner, on account of all labor, services, material, fixtures, apparatus or machinery, furnished to this date by the undersigned for the above-described premises, INCLUDING EXTRAS.* DATE November 9, 2011 COMPANY NAME Wilkinson Excavating, Inc. ADDRESS 725 E. LaSalle St. Somonauk, 11. 60552 SIGNATURE AND TITLE *EXTRAS INCLUDE BUT ARE NOT LIMITED TO CHANGE ORDERS, BOTH ORAL AND WRI T HE CONTRACT CONTRACTOR'S AFFIDAVIT STATE OF ILLINOIS COUNTY OF TO WHOM IT MAY CONCERN: THE UNDERSIGNED, (NAME) Jeff Wilkinson BEING DULY SWORN, DEPOSES AND SAYS THAT HE OR SHE IS (POSITION) President OF (COMPANY NAME) Wilkinson Excavating Inc. WHO IS THE CONTRACTOR FURNISHING excavation WORK ON THE BUILDING LOCATED AT Kendall Market Place Improvements OWNED BY United City of Yorkville That the total amount of the contract including extras* is $87;041 .50 on which he or she has received payment of $-0- prior to this payment. That all waivers are true, correct and genuine and delivered unconditionally and that there is no claim either legal or equitable to defeat the validity of said waivers. That the following are the names and addresses of all ,parties who have furnished material or labor, or both, for said work and all parties having contracts or sub contracts for specific portions of said work or for material entering into the construction thereof and the amount due or to become due to each, and that the items mentioned include all labor and material required to complete said work according to plans and specifications: j i NAMES AND ADDRESSES WHAT FOR CONTRACT PRICE AMOUNT THIS BALANCE INCLDGEXTRAS* PAID PAYMENT DUE Wilkinson Excavating, Inc. Excavation 87,041 .50 -0- 617057. 18 j i TOTAL LABOR AND MATERIAL INCLUDING EXTRAS' TO COMPLETE. 875041 .50 -0- 61 ,057. 18 That there are no other contracts for said work outstanding, and that there is nothin due r to become d e to any person for material, labor or other wor f any kind done or to be done upon or in connection with sai oth r th abo g stated. DATE . .. Q SIGNATURE:. SUBSCRIBED AND SWORN TO BEFORE ME THIS ' 1 OF % a r *EXTRAS INCLUDE BUT ARE NOT LIMITED TO CHANGE I ORDERS, BOTH ORAL AND WRIT"I'EN, TO THE CONTRACT. NOTARY P BLIC f 1722 R5/96 Provided by Chicago Title Insurance Company OFFICIALS LORI �e: 1�Jii lCiNlB0N NG`�*: PUBLIO S"FATE OF 1LUN0i9 MY %t3l iltif^sS163h, FXPIRES 104 4013 4 k ♦.� � Co. Reviewed By: Agenda Item Number S� 4 , C% Legal ❑ CA#5 EST. ts�s Finance ■ Engineer ❑ Tracking Number Gy City Administrator ❑ L �O Consultant ❑ ADM 2011-63 LE Agenda Item Summary Memo Title: Treasurer's Report for October 2011 Meeting and Date: City Council— 11/22/11 Synopsis: Council Action Previously Taken: Date of Action: Admin 11/17/11 Action Taken: Move forward to City Council consent agenda. Item Number: ADM 2011-63 Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Rob Fredrickson Finance Name Department Agenda Item Notes: UNITED CITY OF YORKVILLE TREASURER'S REPORT-for the period ended October 31,2011 Cash Basis %of %of Projected BGN Fund October Revenues YTD October Expenses YTD Ending Fund Balance Revenues YTD Revenues Budget Budget Expenses YTD Expenses Budget Budget Balance General Fund 01-General (271,900) 1,164,652 7,481,643 11,823,874 63% 1,177,297 5,618,468 11,059,992 51% 1,591,275 Special Revenue Funds 15-Motor Fuel Tax 640,399 32,556 279,660 1,011,000 28% 24,051 72,405 661,000 11% 847,654 79-Parks and Recreation 231,558 109,392 738,184 1,175,710 63% 76,117 605,135 1,189,210 51% 364,607 72-Land Cash (388,625) 1,026 331,116 420,500 79% 13,219 219,672 301,084 73% (277,181) 85-Fox Industrial TIF 569,790 1,100 253,444 - 0% 85,750 90,336 - 0% 732,898 87-Countryside TIF 2,178,550 4,461 5,464 10,250 53% 185 65,849 307,543 21% 2,118,165 88-Downtown TIF 209,760 1,707 66,064 88,550 75% 1,203 4,320 536,840 1% 271,504 11-Fox Hill SSA 17,942 89 3,730 3,786 99% 767 3,375 3,804 89% 18,297 12-Sunflower SSA 11,922 85 7,181 7,530 95% 1,439 6,016 9,078 66% 13,088 Debt Service Fund 42-Debt Service 8,653 96,690 448,883 427,919 105% - 69,334 428,669 16% 388,202 Capital Funds 16-Municipal Building (587,024) 300 5,400 5,250 103% - - - - (581,624) 22-Park and Recreation Capital 51,443 37 1,758 2,830 62% 292 1,750 123,500 1% 51,450 20-Police Capital 194,947 971 13,726 21,500 64% - 95 54,000 0% 208,577 21-Public Works Capital 108,743 3,234 33,264 35,900 93% 7,181 53,847 92,595 58% 88,159 23-City-Wide Capital 652 11,029 99,998 416,600 24% 1,049 126,049 360,000 35% (25,398) Enterprise Funds* 51-Water 695,723 429,579 1,558,687 2,694,979 58% 104,587 1,173,053 2,571,858 46% 1,081,357 52-Sewer 2,377,831 176,886 2,421,293 3,105,490 78% 45,829 716,943 2,919,989 25% 4,082,181 80-Recreation Center (195,087) 46,035 302,561 611,000 50% 39,339 349,392 691,738 51% (241,918) Library Funds 82-Library Operations 317,336 357,086 1,023,196 1,069,450 96% 52,219 648,942 1,060,275 61% 691,590 83-Library Debt Service - 20,836 705,591 720,800 98% - 185,400 720,800 26% 520,191 84-Library Development Fees - 3,979 339,614 341,000 100% 328,644 339,609 336,500 101% 5 Total Funds 6,172,614 2,461,728 16,120,457 23,993,918 67% 1,959,167 10,349,991 23,428,475 44% 11,943,080 As Treasurer of the United City of Yorkville,I hereby attest,to the best of my knowledge,that the information contained in this Treasurer's Report is accurate as of the date detailed herein. Further information is available in the Finance Department. William Powell,Treasurer Prepared by the Finance Department *Fund Balance Equivalent Reviewed By: Agenda Item Number Legal ❑ CA#6 Finance ■ esr. Im Engineer ❑ GCity Administrator F] Tracking Number s1 O Consultant ❑ ADM 2011-65 BILE `vti ❑ Agenda Item Summary Memo Title: Resolution Closing Flex Spending Bank Account Meeting and Date: City Council —November 22, 2011 Synopsis: See attached memo. Council Action Previously Taken: Date of Action: CC 03/09/10 Action Taken: Approval of resolution opening account. Item Number: Resolution 2010-06 Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Rob Fredrickson Finance Name Department Agenda Item Notes: o car o Memorandum To: Administration Committee EST. 1Z leas From: Rob Fredrickson, Finance Director {O L _ Date: November 7, 2011 p Subject: Flexible Spending Checking Account at Castle Bank <LE In an effort to enhance administrative efficiency, by reducing bank reconciliations and transfers, it is the recommendation of staff that the Flexible Spending checking account at Castle Bank be closed. Instead, flex spending and health reimbursement payments and deposits would be performed out of the City's Main Depository account (which funds the Flex Spending Account) at Old Second, with no interruption of service to the City's employees. A resolution closing the account is attached for your consideration. Resolution No. 2011- A RESOLUTION AUTHORIZING THE CLOSING OF A FLEXIBLE SPENDING ACCOUNT WITH CASTLE BANK Whereas, the United City of Yorkville as part of its' employee benefits program established a flexible spending benefit to allow employees to have funds deducted pre-tax from their paychecks to be used toward qualified health expenses; and, Whereas, the City Council pursuant to Resolution No. 2010-06, adopted March 9, 2010, established special bank account number 0081017537 with Castle Bank to receive those funds used for reimbursement of employee contributions; and, Whereas, the City Council has been advised by its' Finance Director that this account, as a separate account, is no longer necessary as its' functions have been combined with another existing City account. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. That Resolution No. 2010-06 be and is hereby repealed and the City's Finance Director is hereby authorized to close account 0081017537 with Castle Bank. Section 2. This Resolution shall be in full force and effect upon its passage and approval as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this day of , A.D. 2011. CITY CLERK ROSE ANN SPEARS DIANE TEELING GEORGE GILSON JR. JACKIE MILSCHEWSKI CARLO COLOSIMO MARTY MUNNS CHRIS FUNKHOUSER LARRY KOT Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this day of 2011. MAYOR ♦.� � Co. Reviewed By: Agenda Item Number S� 4 , C% Legal ❑ CA#7 EST. ts�s Finance ■ Engineer ❑ Tracking Number Gy City Administrator ■ L �O Consultant ❑ ADM 2011-66 LE Agenda Item Summary Memo Title: Audit RFP Meeting and Date: City Council —November 22, 20110 Synopsis: Council Action Previously Taken: Date of Action: Admin 11/17/11 Action Taken: Move forward to 11/22 consent agenda. Item Number: ADM 2011-66 Type of Vote Required: Council Action Requested: Submitted by: Rob Fredrickson Finance Name Department Agenda Item Notes: �o car `��' United City of Yorkville E S T. f i l l 1838 800 Game Farm Road Yorkville Illinois 60560 Telephone: 630-553-4350 UNITED CITY OF YORKVILLE, ILLINOIS REQUEST FOR PROPOSALS AUDITING SERVICES ISSUED November 28, 2011 PROPOSALS DUE December 16, 2011, 5:00 P.M. United City of Yorkville Request for Proposal INTRODUCTION General Information The United City of Yorkville is requesting proposals from qualified firms of certified public accountants to audit its financial statements for the fiscal years ending April 30, 2012 through April 30, 2014, with the option of auditing its financial statements for each of the subsequent two fiscal years subject to an annual review by the City Council. These audits are to be performed in accordance with generally accepted auditing standards. There is no expressed or implied obligation for the United City of Yorkville to reimburse responding firms for any expenses incurred in preparing proposals in response to this request. To be considered, please submit your proposal no later than 5:00 p.m. on Friday, December 16, 2011. Proposals may be submitted via e-mail to Rob Fredrickson, Finance Director, at rfredrickson(&vorkville.il.us or mailed in a sealed envelope to the following address: United City of Yorkville Attn: Rob Fredrickson—Finance Director 800 Game Farm Road Yorkville,Illinois 60560 Questions on the engagement or proposal can be submitted to the e-mail address listed above. The United City of Yorkville reserves the right to reject any or all proposals submitted. During the evaluation process, the City reserves the right to request additional information or clarifications from proposers, or to allow corrections of errors and omissions. The City may choose to interview the top firms prior to making a final decision. No subcontracting will be permitted. DESCRIPTION OF THE GOVERNMENT The United City of Yorkville is a non-home rule community, which operates under the Mayor/Council form of government. The City was formed in 1957, as a result of a merger between the Village of Yorkville and Bristol, and has served as the County Seat of Kendall County since 1859. The 2010 census reported a population of 16,921. The City provides a full range of municipal services with approximately 73 full-time, and 82 part-time employees working in public safety,public works,planning and zoning,parks and recreation, library services and general administration. The City maintains approximately 60 miles of streets and over 250 acres of park and green space. The City operates its own water distribution system with sewage treatment provided by the Yorkville Bristol Sanitation District. Fire protection services are provided by the Bristol Kendall Fire Protection District. The City has three Tax Increment Financing (TIF) districts (the Fox Industrial TIF will be terminated on December 31, 2011) and two blended component units: the Yorkville Public Library and the Yorkville Police Pension. Finance department staff consists of four full-time employees, which includes a director, two accounting clerks and one utility billing clerk. The City utilizes MSI software for its general ledger, accounts payable, accounts receivable,utility billing,payroll,human resource,building permit and cash register functions. 2 For additional information regarding the City and its finances, including copies the current budget and CAFR, please refer to the City's website at htip://www.yorkville.il.us/depts_fin.php. REQUIREMENTS OF PROPOSAL ETITIY TO BE AUDITED The United City of Yorkville is requesting an audit which includes all of the funds, accounts, capital assets, long- term debt and activities of the United City of Yorkville, including three TIF Districts and a Police Pension Fund. SCOPE OF WORK TO BE PERFORMED 1. The United City of Yorkville desires the auditor to express an opinion on the fair presentation of its basic financial statements,in conformity with generally accepted accounting principles. 2. The auditor will issue an "in relation to" opinion on the City's combining and individual fund statements and schedules. 3. The auditor shall be responsible for performing certain limited procedures involving required supplementary information required by the Governmental Accounting Standards Board (GASB) as mandated by generally accepted auditing standards. 4. The Comprehensive Annual Financial Report (CAFR) is to be presented consistent with GASB and Government Finance Officers Association (GFOA) CAFR standards and practices. The City will submit the report to the GFOA CAFR award program. The auditor is responsible for preparing any responses to the GFOA regarding CAFR deficiencies, if any. 5. The auditor shall prepare the Comprehensive Annual Financial Report (CAFR), including drafting and typing such report. The most recent version of the City's CAFR can be found on the City's website at http://www.yorkville.il.us/documents/FYE2011CAFR 00l.pdf. 6. The auditor shall prepare a letter to management with suggestions for improvements of accounting procedures, compliance requirements, and internal controls for the City's consideration, if deemed necessary. 7. The auditor shall be available for meeting(s) with the City's elected officials to answer questions regarding the proposal, completed audit and/or letters to management, if requested. 8. The audit partner, or their designee, shall be available for consultation and questions which arise throughout the year regarding accounting, compliance or internal control issues. 9. The auditor shall prepare a Single Audit Report as required by the Single Audit Act, if required. A Single Audit is currently not required,however this will be determined on an annual basis. 10. The auditor shall prepare a report on compliance relating to the City's three TIF districts, as required by State statute. 11. The auditor will be responsible for the compilation of the Illinois Comptroller's Annual Financial Report for the City. 12. The auditor shall provide to the City all audit adjustments, including appropriate back-up, and will meet with staff to discuss these final adjustments. 3 REPORTS TO BE ISSUED Following the completion of the audit,the auditor shall issue the following reports: 1. Twenty(20)bound copies and one searchable pdf of the Comprehensive Annual Financial Report. 2. Fifteen (15) bound copies and one searchable pdf of the Compliance with Public Act 85-1142 for the City's three Tax Increment Financing(TIF) districts. 3. Fifteen (15) copies and one searchable pdf of the Management Letter with suggestions for improvement of accounting procedures, compliance requirements and internal controls for the City's consideration, if deemed necessary. 4. Fifteen(15)bound copies and one searchable pdf of the Single Audit report, if required. TIME REQUIREMENTS Each of the following shall be completed by the auditor no later than the dated indicated. 1. Detailed Requested Items List The auditor shall provide the City with a list of all schedules to be prepared by management by April V 2. Fieldwork The City desires final fieldwork to be conducted in late July. Preliminary fieldwork is encouraged, but not required. 3. Draft and Final Reports The City desires that a draft of the audit be submitted no later than September I st. All reports(CAFR, TIF Compliance Reports,Report on Internal Controls, etc.)must be delivered to the City in final and complete form by no later than October 15t"of each year. 4. Presentation The City requires that the auditors attend the City Council audit presentation in late October or early November. If the proposing firm foresees any issues with meeting this schedule, it should be noted in the proposal with an alternate schedule. ASSISTANCE TO BE PROVIDED TO THE AUDITOR Finance Department staff and responsible management personnel will be available during the audit to assist the firm by providing information, documentation and explanations. The City will provide the auditor with reasonable workspace, table and chairs. The auditor will also be provided with access to one telephone and fax line, and photocopying facilities. The preparation of confirmation letters and requested materials, at the request of the auditor, will be the responsibility of the City. Finance staff will also prepare the Letter of Transmittal, Management's Discussion&Analysis and the Statistical Section of the CAFR. 4 PROPOSAL SUBMISSION: In addition to the forms included in this RFP, any firm submitting a proposal shall include documentation and information that demonstrates their ability and details the necessary systems, programs, processes, to provide a comprehensive audit of the United City of Yorkville's financial statements. Please provide a proposal with the following sections: 1. Title Pafze—the title page shall show the request for proposal's subject; the firm's name and address; the name and telephone number of a contact person; and the date of the proposal. 2. Detailed Technical Proposal — please see below for details and requirements regarding the technical proposal. 3. References - Proposers shall provide the City with the names and contact information of three (3) professional references for which similar municipal audit services have been provided. The proposer shall grant the City permission to contact said references and ask questions regarding prior work performance. 4. Fee Proposal—proposed fees should be presented using the Fee Proposal Form. The proposed fees shall be the maximum, not to exceed fee for each fiscal year shown. The proposed maximum fees are to contain all direct and indirect costs, including all out-of-pocket expenses. Progress payments will be made on the basis of hours of work completed during the course of the engagement in accordance with the firm's proposal. Final payment will be made after the receipt of the Comprehensive Annual Financial Report(CAFR). 5. Certifications - All certifications and forms in Section 11 must be completed and submitted with the proposal. Technical Proposal 1. General Requirements The purpose of the technical proposal is to demonstrate the qualifications, competence and capacity, of the firms seeking to undertake an independent audit of the United City of Yorkville in conformity with the requirements of this request for proposal. As such,the substance of proposals will carry more weight than their form or manner of presentation. The technical proposal should demonstrate the qualifications of the firm and of the particular staff to be assigned to this engagement. The technical proposal should address, at minimum, all the points outlined in the request for proposal. The proposal should be prepared simply and economically, providing a straightforward, concise description of the proposer's capabilities to satisfy the requirement of the request for proposal. While additional data may be presented, the following subjects, item numbers two through five must be included. They represent criteria against which the proposal will be evaluated. 2. Independence The firm shall provide an affirmative statement that it is independent of the City as defined by generally accepted auditing standards. The firm shall give the City written notice of any professional relationships entered into during the period of this agreement should it be thought to cause a conflict of interest. 3. Firm Qualifications and Experience The proposal shall state the size of the firm,the size of the firm's governmental audit staff,the location of the office from which the work on this engagement is to be performed and the number and nature of the professional staff to be employed in this engagement. 5 4. Partner, Supervisory and Staff Qualifications and Experience The firm should identify the principal supervisory and management staff, including engagement partners, managers, other supervisors and specialists, who would be assigned to the engagement and indicate whether each such person is registered as a certified public accountant in Illinois. The firm also should provide information on the government auditing experience of each person. The firm should provide as much information as possible regarding the number, qualifications, experience and training of the specific staff to be assigned to this engagement. 5. Specific Audit Approach The proposal should set forth a work plan, including an explanation of the audit methodology to be followed. Proposers will be required, at minimum, to provide the following information on their audit approach: • Description of audit approach. • Level of staff and number of hours to be assigned to each proposed segment of the engagement. • Approach to be taken to gain and document an understanding of the City's internal control structure. EVALUATION OF PROPOSALS Proposals will be evaluated on the basis of which proposer meets the requirements of the United City of Yorkville. Critical factors include technical expertise,qualifications of the firm and audit team, and fee. The City Council will consider final acceptance of the proposal, under the recommendations of the Finance Director and City Administrator. Indemnification - The selected contractor shall indemnify and hold harmless the United City of Yorkville ("City"), its council members, officers, directors, agents, employees, representative and assigns, from lawsuits, actions, costs (including attorney's fees), claims or liability of any character, incurred due to the alleged negligence of the Contractor, brought because of any injuries or damages received or sustained by any person, persons or property on account of any act or omission, neglect or misconduct of said Contractor, its officers, agents and/or employees arising out of, or in performance of any of the provisions of the Contract Documents, including and claims or amounts recovered for any infringements of patent, trademark or copyright; or from any claims or amounts arising or recovered under the "Worker's Compensation Act: or any other law, ordinance, order or decree. In connection with any such claims, lawsuits, actions or liabilities, the City, its trustees, officers, directors, agents, employees, representatives and their assigns shall have the right to defense counsel of their choice. The Contractor shall be solely liable for all costs of such defense and for all expenses, fees,judgments, settlements and all other costs arising out of such claims, lawsuits, actions or liabilities. The Contractor shall not make any settlement or compromise of a lawsuit or claim, or fail to pursue any available avenue of appeal of any adverse judgment, without the approval of the City and any other indemnified party. The City or any other indemnified party, in its or their sole discretion, shall have the option of being represented by its or their own counsel. If this option is exercised, then the Contractor shall promptly reimburse the City or other indemnified party, upon written demand, for any expenses, including but not limited to court costs, reasonable attorneys' and witnesses' fees and other expenses of litigation incurred by the City or other indemnified party in connection therewith. 6 II-REQUIRED PROPOSAL SUBMISSION DOCUMENTS 7 CONTRACTOR CERTIFICATIONS 1. Insurance. The undersigned certifies that it has all insurance coverages required by law or would normally be expected for the work to be performed and a copy shall be filed with the City upon request by the City for approval by the City. 2. The undersigned; A. Certifies that it is not barred from bidding or contracting with the City as a result of a violation of either Paragraph 33E-3 or 33E-4 of Act 5, Chapter 720 of the Illinois Complied Statutes regarding criminal interference with public contracting, and B. Swears under oath that it is not delinquent in the payment of any tax administered by the Illinois Department of Revenue as required by Chapter 65,Act 5,paragraph 11-42.1 of the Illinois Complied Statutes, and C. States that is has a written sexual harassment policy as required by the Illinois Human Rights Act(775 ILCS 5/2-105(A) (4) a copy of which shall be provided to the City upon request,and D. Agrees to comply with the requirements of the Illinois Human Rights Act regarding Equal Employment Opportunities as required by Section 2-105 of the Illinois Human Rights Act(775 ILCS 5/2-105) E. Agrees to comply with the civil rights standards set forth in Title VII of the Civil Rights Act as mandated in Executive Order No. 11246,U.S.C.A. Section 2000e n.114(September 24, 1965) 3. All work under this contract shall be executed in accordance with all applicable federal, state,and City laws, ordinances,rules and regulations which may in any manner affect the performance of this contract. Dated: Contractor: By: Title: 8 REFERENCES ORGANIZATION ADDRESS CITY, STATE,ZIP PHONE NUMBER CONTACT PERSON DATE OF PROJECT ORGANIZATION ADDRESS CITY, STATE,ZIP PHONE NUMBER CONTACT PERSON DATE OF PROJECT ORGANIZATION ADDRESS CITY, STATE,ZIP PHONE NUMBER CONTACT PERSON DATE OF PROJECT Proposer's Name &Title: Signature and Date: 9 FEE PROPOSAL SCHEDULE OF PROFESSIONAL FEES FOR THE AUDIT OF THE FINANCIAL STATEMENTS AS OF APRIL 30TH FOR THE FISCAL YEARS LISTED BELOW. United City of Yorkville audit: 2012 2013 2014 2015 2016 Police Pension audit: 2012 2013 2014 2015 2016 TIF Compliance reports: 2012 2013 2014 2015 2016 Single Audit(if required): 2012 2013 2014 2015 2016 SCHEDULE OF PROFESSIONAL FEES FOR ADDITIONAL SERVICES, Quoted Hourly Rates for the Fiscal Years listed below: 2012 2013 2014 2015 2016 Partner $ $ $ $ $ Manager $ $ $ $ $ Supervisor $ $ $ $ $ Staff $ $ $ $ $ Clerical $ $ $ $ $ Firm Name: Address: Signature: Date: Printed Name: Title: Phone Number: Reviewed By: Agenda Item Number Legal ❑ CA#8 Finance ■ esr. Im Engineer ❑ GCity Administrator F] Tracking Number O Consultant ❑ ADM 2011-67 ALE `Vti ❑ Agenda Item Summary Memo Title: Levy Year 2011 Special Tax Requirements & Special Tax Abatements for SSAs Meeting and Date: City Council —November 22, 2011 Synopsis: See attached memo. Council Action Previously Taken: Date of Action: Admin 11/17/11 Action Taken: Move forward to 11/22 consent agenda. Item Number: ADM 2011-67 Type of Vote Required: Council Action Requested: Submitted by: Rob Fredrickson Finance Name Department Agenda Item Notes: IAV'Ii TAUSSI & ASSOCIATES Pb . . 5000 Birch Street, Ste. 6000, Newport Beach, CA 92650 Phone: 949.955.15001 Fax: 049.955.1590 November 9, 2011 Mr. Rob Fredrickson United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Dear Rob: The following are the Levy Year 2011 Special Tax Requirements and Special Tax Abatements for the United City of Yorkville Special Service Areas ("SSA") listed below: Maximum Special Tax (Per Bond Special Tax Special Tax Ordinance) Requirement Abatement SSA No. 2003-100 $633,328.00 $510,539.44 $122,788.56 SSA No. 2003-101 $607,184.00 $484,972.32 $122,211.68 SSA No. 2004-104 $2,551,564.00 $839,725.72 $1,711,838.28 SSA No. 2004-107 $737,632.00 $684,516.14 $53,115.86 SSA No. 2005-109 $3,181,986.00 $1,298,171.08 $1,883,814.92 If you should have any questions,please do not hesitate to contact me. Sincerely yours, Donna Segura Manager K:\CLIENTS2\Yorkvi11e\District Administration\Abatement 2011.docx Newport Beach•Riverside•San Francisco•Dallas,TX WA V I i TAUSS IG J ASSOCIATES Public Finance and Urban Economics 5000 Birch Street, Ste. 6000, Newport Beach, CA 92660 Phone: 949,955.1500 1 Fax: 949.955.1590 MEMORANDUM November 9,2011 TO: Rob Fredrickson,United City of Yorkville FROM: Donna Segura,Manager SUBJECT: United City of Yorkville Special Service Area 2004-106 This memorandum is being prepared in connection to financial and administrative obligations of Special Service Area No. 2004-106 ("SSA No. 2004-106") of the United City of Yorkville (the "City") resulting from the sale of the $12,205,000 Variable Rate Demand Special Tax Bonds, Series 2004 issued in July 2004. The amount levied and abated for Levy Year 2011 will be based on actual interest payable on the bonds, letter of credit and remarketing fees, and administrative expenses. Pursuant to Section 4.8(a) of the Trust Indenture, on a monthly basis, as needed,the City will deliver a bill each property owner of record in SSA No. 2004-106 the amount necessary to satisfy the special tax requirement. Hence,there will be no special tax levied and collected by Kendall County. The amount to be levied and abated by the City for Levy Year 2011 is based on anticipated debt service payments and administrative expenses. Based on the analysis below,the special tax to be levied and collected by the City will be $804,012. Debt Service Estimated Debt Service(09/01/11 - 03/01/13) ($766,650) Outstanding Principal $10,222,000 Average Interest Rate 5.00% Administrative Expenses ($37,362) Surplus/(Deficit) ($804,012) Levy Year 2011 Amount Levied Per Special Tax Bond Ordinance Requirement Abatement $2,000,000 $0 $2,000,000 Newport Beach•Riverside•San Francisco•Dallas,TX a. ORDINANCE NO. 2011- ORDINANCE ABATING SPECIAL SERVICE AREA TAXES FOR SPECIAL SERVICE AREA NUMBER 2003-100 (RAINTREE VILLAGE PROJECT) AND APPROVING THE AMENDED SPECIAL TAX ROLL BE IT ORDAINED BY THE CITY COUNCIL OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, AS FOLLOWS: Section 1. It is found and declared by the City Council of the United City of Yorkville, Kendall County, Illinois (the "Cily"), as follows: (a) The City Council of the City adopted Ordinance No. 2003-55 on August 12, 2003 (the "Bond Ordinance") which: (i) provided for the issuance of $7,150,000 of Special Service Area Number 2003-100 Special Tax Bonds, Series 2003 (Raintree Village Project) (the "Bonds"), of the United City of Yorkville, for the purpose of paying for the costs of certain improvements benefiting the Special Service Area Number 2003-100 (the "Special Service Area"); and (ii) provided for the levy of a Special Tax upon all taxable property within the Special Service Area sufficient to pay the principal of the Bonds for each year at maturity or mandatory sinking fund redemption dates and to pay interest and Administrative Expenses of the Special Service Area for each such year. The Bond Ordinance also authorized the City to abate the taxes levied pursuant to such Ordinance to the extent the taxes levied exceeded the Special Tax Requirement (as defined in the Bond Ordinance) as calculated pursuant to the Special Tax Roll and Report for the Special Service Area (the "Special Tax Roll") prepared by David Taussig &Associates, Inc. (the "Consultant"). (b) Pursuant to the Special Tax Roll, the Consultant of the City has determined that the Special Tax Requirement for 2011 for the Bonds is $510,539.44 and the 2011 Levy for Special Taxes is $510,539.44 (which complies with the Kendall County tax billing requirement of rounding the per parcel special tax up to the nearest even cent on single family property). Section 2. Of the $633,328.00 of Special Taxes levied for calendar year 2011 pursuant to Section 6 of the Bond Ordinance $122,788.56 of such Special Taxes is hereby abated resulting in a 2011 calendar year levy of$510,539.44. Section 3. It is the duty of the County Clerk of Kendall County to abate those taxes as provided in Section 2 of this Ordinance. Section 4. The City Council of the City hereby approves the United City of Yorkville Special Service Area Number 2003-100 Administration Report Levy Year 2011 dated November 14, 2011 prepared by David Taussig & Associates, Inc. and the 2011 Amended Special Tax Roll attached to such report with such changes therein as are deemed necessary by the Mayor and the City's consultant to reflect any changes in final parcel identification numbers. Section 5. All ordinances, resolutions and orders or parts of ordinances, resolutions and orders in conflict with this ordinance are repealed to the extent of such conflict. The City Clerk shall cause this Ordinance to be published in pamphlet form. This Ordinance shall be in full force and effect after passage and publication as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this day of , A.D. 2011. City Clerk ROSE ANN SPEARS DIANE TEELING GEORGE GILSON JR. JACKIE MILSCHEWSKI CARLO COLOSIMO MARTY MUNNS CHRIS FUNKHOUSER LARRY KOT SIGNED by the Mayor this day of , 2011. Mayor ATTEST: City Clerk Published in pamphlet form 12011. b. ORDINANCE NO. 2011- ORDINANCE ABATING SPECIAL SERVICE AREA TAXES FOR SPECIAL SERVICE AREA NUMBER 2003-101 (WINDETT RIDGE PROJECT)AND APPROVING THE AMENDED SPECIAL TAX ROLL BE IT ORDAINED BY THE CITY COUNCIL OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, AS FOLLOWS: Section 1. It is found and declared by the City Council of the United City of Yorkville, Kendall County, Illinois (the "Cily"), as follows: (a) The City Council of the City adopted Ordinance No. 2003-57 on August 12, 2003 (the "Bond Ordinance") which: (i)provided for the issuance of $6,900,000 of Special Service Area Number 2003-101 Special Tax Bonds, Series 2003 (Windett Ridge Project) (the "Bonds"), of the United City of Yorkville, for the purpose of paying for the costs of certain improvements benefiting the Special Service Area Number 2003-101 (the "Special Service Area"); and (ii)provided for the levy of a Special Tax upon all taxable property within the Special Service Area sufficient to pay the principal of the Bonds for each year at maturity or mandatory sinking fund redemption dates and to pay interest and Administrative Expenses of the Special Service Area for each such year. The Bond Ordinance also authorized the City to abate the taxes levied pursuant to such Ordinance to the extent the taxes levied exceeded the Special Tax Requirement (as defined in the Bond Ordinance) as calculated pursuant to the Special Tax Roll and Report for the Special Service Area(the "Special Tax Roll"). (b) Pursuant to the Special Tax Roll, the Consultant of the City has determined (i) that the Special Tax Requirement for 2011 for the Bonds is $484,972.32 and the 2011 Levy for Special Taxes is $484,972.32 (which complies with the Kendall County tax billing requirement of rounding the per parcel special tax up to the nearest even cent on single family property). Section 2. Of the $607,184.00 of Special Taxes levied for calendar year 2011 pursuant to Section 6 of the Bond Ordinance $122,211.68 of such Special Taxes is hereby abated resulting in a 2011 calendar year levy of$484,972.32. Section 3. It is the duty of the County Clerk of Kendall County to abate those taxes as provided in Section 2 of this Ordinance. Section 4. The City Council of the City hereby approves the United City of Yorkville Special Service Area Number 2003-101 Administration Report Levy Year 2011 dated November 14, 2011 prepared by David Taussig& Associates, Inc. and the 2011 Amended Special Tax Roll attached to such report with such changes therein as are deemed necessary by the Mayor and the City's consultant to reflect any changes in final parcel identification numbers. Section 5. All ordinances, resolutions and orders or parts of ordinances, resolutions and orders in conflict with this ordinance are repealed to the extent of such conflict. The City Clerk shall cause this Ordinance to be published in pamphlet form. This Ordinance shall be in full force and effect after passage and publication as provided by law. 2 Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this day of , A.D. 2011. City Clerk ROSE ANN SPEARS DIANE TEELING GEORGE GILSON JR. JACKIE MILSCHEWSKI CARLO COLOSIMO MARTY MUNNS CHRIS FUNKHOUSER LARRY KOT SIGNED by the Mayor this day of , 2011. Mayor ATTEST: City Clerk Published in pamphlet form 12011. 3 C. Ordinance No. 2011- ORDINANCE ABATING SPECIAL SERVICE AREA TAXES FOR SPECIAL SERVICE AREA NUMBER 2004-104 CENTRAL GRANDE RESERVE AND APPROVING THE AMENDED SPECIAL TAX ROLL BE IT ORDAINED BY THE CITY COUNCIL OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, AS FOLLOWS: Section 1. It is found and declared by the City Council of the United City of Yorkville, Kendall County, Illinois (the "City"), as follows: (a) The City Council of the City adopted Ordinance No. 2004-61 on October 26, 2004 (the "Bond Ordinance") which: (i) provided for the issuance of Special Service Area Number 2004-104 Central Grande Reserve Special Tax Bonds, Series 2004 (MPI Grande Reserve Project) (the "Bonds"), of the United City of Yorkville, for the purpose of paying for the costs of certain improvements benefiting the Special Service Area Number 2004-104 Central Grande Reserve (the "Special Service Area"); and (ii) provided for the levy of Special Taxes upon all taxable property within the Special Service Area sufficient to pay the principal of the Bonds for each year at maturity or mandatory sinking fund redemption dates and to pay interest and Administrative Expenses of the Special Service Area for each such year. The Bond Ordinance also authorized the City to abate the taxes levied pursuant to such Ordinance to the extent the taxes levied exceeded the Special Tax Requirement (as defined in the Bond Ordinance) as calculated pursuant to the Special Service Area Number 2004-104 Special Tax Roll and Report (the "Special Tax Report") prepared by David Taussig & Associates, Inc. (the "Consultant"). (b) Pursuant to the Special Tax Report, the Consultant of the City has determined that the Special Tax Requirement for 2011 for the Bonds is $839,725.72 and the 2011 Levy for Special Taxes is $839,725.72. Section 2. Of the $2,551,564.00 of Special Taxes levied for calendar year 2011 pursuant to Section 6 of the Bond Ordinance $1,711,838.28 of such Special Tax is hereby abated resulting in a 2011 calendar year levy of$839,725.72. Section 3. It is the duty of the County Clerk of Kendall County to abate those taxes as provided in Section 2 of this Ordinance. Section 4. The City Council of the City hereby approves the United City of Yorkville Special Service Area Number 2004-104 Administration Report Levy Year 2011 dated November 14, 2011 prepared by David Taussig& Associates, Inc. and the 2011 Amended Special Tax Roll attached to such report with such changes therein as are deemed necessary by the Mayor and the City's consultant to reflect any changes in final parcel identification numbers. Section 5. All ordinances, resolutions and orders or parts of ordinances, resolutions and orders in conflict with this ordinance are repealed to the extent of such conflict. The City Clerk shall cause this Ordinance to be published in pamphlet form. This Ordinance shall be in full force and effect after passage and publication as provided by law. 2 Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this day of , A.D. 2011. City Clerk ROSE ANN SPEARS DIANE TEELING GEORGE GILSON JR. JACKIE MILSCHEWSKI CARLO COLOSIMO MARTY MUNNS CHRIS FUNKHOUSER LARRY KOT SIGNED by the Mayor this day of , 2011. Mayor ATTEST: City Clerk Published in pamphlet form 12011. 3 d. ORDINANCE NO. 2011- ORDINANCE ABATING SPECIAL SERVICE AREA TAXES FOR SPECIAL SERVICE AREA NUMBER 2004-107 (RAINTREE VILLAGE II PROJECT) BE IT ORDAINED BY THE CITY COUNCIL OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, AS FOLLOWS: Section 1. It is found and declared by the City Council of the United City of Yorkville, Kendall County, Illinois (the "City"), as follows: (a) The City Council of the City adopted Ordinance No. 2005-91 on November 22, 2005 (the "Bond Ordinance") which: (i)provided for the issuance of not to exceed $10,000,000 of Special Service Area Number 2004-107 Special Tax Bonds, Series 2005 (Raintree Village II Project) (the "Bonds"), of the United City of Yorkville, which were issued in the original principal amount of $9,400,000 for the purpose of paying for the costs of certain improvements benefiting the Special Service Area Number 2004-107 (the "Special Service Area"); and (ii)provided for the levy of a Special Tax upon all taxable property within the Special Service Area sufficient to pay the principal of the Bonds for each year at maturity or mandatory sinking fund redemption dates and to pay interest and Administrative Expenses of the Special Service Area for each such year. The Bond Ordinance also authorized the City to abate the taxes levied pursuant to such Ordinance to the extent the taxes levied exceeded the Special Tax Requirement (as defined in the Bond Ordinance) as calculated pursuant to the Special Service Area Number 2004-107 Special Tax Roll and Report (the "Special Tax Report") prepared by David Taussig &Associates, Inc. (the "Consultant"). (b) Pursuant to the Special Tax Report, the Consultant of the City has determined that the Special Tax Requirement for 2011 for the Bonds is $684,516.14 and the 2011 Levy for Special Taxes is $684,516.14. Section 2. Of the $737,632.00 of Special Taxes levied for calendar year 2011 pursuant to Section 6 of the Bond Ordinance $53,115.86 of such Special Taxes is hereby abated resulting in a 2011 calendar year levy of$684,516.14. Section 3. It is the duty of the County Clerk of Kendall County to abate those taxes as provided in Section 2 of this Ordinance. Section 4. The City Council of the City hereby approves the United City of Yorkville Special Service Area Number 2004-107 Administration Report Levy Year 2011 dated November 14, 2011 prepared by David Taussig& Associates, Inc. and the 2011 Amended Special Tax Roll attached to such report with such changes therein as are deemed necessary by the Mayor and the City's consultant to reflect any changes in final parcel identification numbers. Section 5. All ordinances, resolutions and orders or parts of ordinances, resolutions and orders in conflict with this ordinance are repealed to the extent of such conflict. The City Clerk shall cause this Ordinance to be published in pamphlet form. This Ordinance shall be in full force and effect after passage and publication as provided by law. 2 Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this day of , A.D. 2011. City Clerk ROSE ANN SPEARS DIANE TEELING GEORGE GILSON JR. JACKIE MILSCHEWSKI CARLO COLOSIMO MARTY MUNNS CHRIS FUNKHOUSER LARRY KOT SIGNED by the Mayor this day of , 2011. Mayor ATTEST: City Clerk Published in pamphlet form 12011. 3 e. Ordinance No. 2011- ORDINANCE ABATING SPECIAL SERVICE AREA TAXES FOR SPECIAL SERVICE AREA NUMBER 2005-109 (BRISTOL BAY I PROJECT) AND APPROVING THE AMENDED SPECIAL TAX ROLL BE IT ORDAINED BY THE CITY COUNCIL OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, AS FOLLOWS: Section 1. It is found and declared by the City Council of the United City of Yorkville, Kendall County, Illinois (the "City"), as follows: (a) The City Council of the City adopted Ordinance No. 2006-18 on March 14, 2006 (the "Bond Ordinance") which: (i) provided for the issuance of Special Service Area Number 2005-109 Special Tax Bonds, Series 2006 (Bristol Bay I Project) (the "Bonds"), of the United City of Yorkville, for the purpose of paying for the costs of certain improvements benefiting the Special Service Area Number 2005-109 (the "Special Service Area"); and (ii) provided for the levy of Special Taxes upon all taxable property within the Special Service Area sufficient to pay the principal of the Bonds for each year at maturity or mandatory sinking fund redemption dates and to pay interest and Administrative Expenses of the Special Service Area for each such year. The Bond Ordinance also authorized the City to abate the taxes levied pursuant to such Ordinance to the extent the taxes levied exceeded the Special Tax Requirement (as defined in the Bond Ordinance) as calculated pursuant to the Special Service Area Number 2005-109 Special Tax Roll and Report (the "Special Tax Report") prepared by David Taussig & Associates, Inc. (the "Consultant"). (b) Pursuant to the Special Tax Report, the Consultant of the City has determined that the Special Tax Requirement for 2011 for the Bonds is $1,298,171.08 and the 2011 Levy for Special Taxes is $1,298,171.08. Section 2. Of the $3,181,986.00 of Special Taxes levied for calendar year 2011 pursuant to Section 6 of the Bond Ordinance $1,883,814.92 of such Special Tax is hereby abated resulting in a 2011 calendar year levy of$1,298,171.08. Section 3. It is the duty of the County Clerk of Kendall County to abate those taxes as provided in Section 2 of this Ordinance. Section 4. The City Council of the City hereby approves the United City of Yorkville Special Service Area Number 2005-109 Administration Report Levy Year 2011 dated November 14, 2011 prepared by David Taussig & Associates, Inc. and the 2011 Amended Special Tax Roll attached to such report with such changes therein as are deemed necessary by the Mayor and the City's consultant to reflect any changes in final parcel identification numbers. Section 5. All ordinances, resolutions and orders or parts of ordinances, resolutions and orders in conflict with this ordinance are repealed to the extent of such conflict. The City Clerk shall cause this Ordinance to be published in pamphlet form. This Ordinance shall be in full force and effect after passage and publication as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this day of , A.D. 2011. City Clerk ROSE ANN SPEARS DIANE TEELING GEORGE GILSON JR. JACKIE MILSCHEWSKI CARLO COLOSIMO MARTY MUNNS CHRIS FUNKHOUSER LARRY KOT SIGNED by the Mayor this day of , 2011. Mayor ATTEST: City Clerk Published in pamphlet form 12011. f. Ordinance No. 2011- ORDINANCE ABATING SPECIAL SERVICE AREA TAXES FOR SPECIAL SERVICE AREA NUMBER 2004-106 TOTAL GRANDE RESERVE BE IT ORDAINED BY THE CITY COUNCIL OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, AS FOLLOWS: Section 1. It is found and declared by the City Council of the United City of Yorkville, Kendall County, Illinois (the "City"), as follows: (a) The City Council of the City adopted Ordinance No. 2004-33 on June 22, 2004 (the "Bond Ordinance") which: (i)provided for the issuance of Special Service Area Number 2004-106 Total Grande Reserve Variable Rate Demand Special Tax Bonds, Series 2004 (MPI Grande Reserve Project) (the "Bonds") of the United City of Yorkville, for the purpose of paying for the costs of certain improvements benefiting the Special Service Area; and (ii)provided for the levy of Special Taxes upon all taxable property within the Special Service Area sufficient to pay the principal of and interest on the Bonds for each year at maturity or mandatory sinking fund redemption dates and to pay interest on the Bonds and Administrative Expenses of the Special Service Area for each such year. The Bond Ordinance also authorized the City to abate the taxes levied pursuant to such Ordinance for collection by the County Clerk of Kendall County to the extent procedures are in place for the City to levy, bill and collect the Special Tax directly or through the Consultant of the City. (b) The City hereby determines that procedures are in place for the City to provide for the direct levying, billing and collecting of the Special Taxes. Accordingly, the projected Special Tax Requirement for the Bonds which is to be levied and collected by the County is $0.00. The projected Special Tax Requirement for the Bonds which is to be levied, billed and collected by the City is $804,012, all as set forth in the memo of the Consultant delivered to the City and attached hereto. As set forth in such memo, the City will bill and collect such Special Taxes on a monthly basis, as needed, to pay debt service due on the Bonds, letter of credit and remarketing fees and administrative expenses. Section 2. Of the $2,000,000 of Special Taxes levied for calendar year 2011 pursuant to Section 6 of the Bond Ordinance $2,000,000 of such Special Tax is hereby abated resulting in a 2011 calendar year levy of$0.00. Section 3. It is the duty of the County Clerk of Kendall County to abate those taxes for levy year 2011 as provided in Section 2 of this Ordinance. Section 4. All ordinances, resolutions and orders or parts of ordinances, resolutions and orders in conflict with this ordinance are repealed to the extent of such conflict. The City Clerk shall cause this Ordinance to be published in pamphlet form. This Ordinance shall be in full force and effect after passage and publication as provided by law. 2 Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this day of , A.D. 2011. City Clerk ROSE ANN SPEARS DIANE TEELING GEORGE GILSON JR. JACKIE MILSCHEWSKI CARLO COLOSIMO MARTY MUNNS CHRIS FUNKHOUSER LARRY KOT SIGNED by the Mayor this day of , 2011. Mayor ATTEST: City Clerk Published in pamphlet form 12011. 3 Reviewed By: Legal Agenda Item Number Finance CA#9 EST. 1 -_ 1836 Engineer ❑ °e— City Administrator 0 G x 0 Human Resources ❑ Tracking Number 0 Community Development ❑❑ ADM 2011-68 Police �4E Public Works ❑ Agenda Item Summary Memo Title: Contingency authorization for IT equipment Meeting and Date: City Council November 22, 2011 Synopsis: See attached memo. Council Action Previously Taken: Date of Action: N/A Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Bart Olson Administration Name Department Agenda Item Notes: `,SAD C►p 011% Memorandum To: City Council EST 1836 From: Bart Olson, City Administrator CC: Date: November 22, 2011 �.MQW* Subject: Contingency authorization for IT equipment LE Summary Request for money to be spent out of the contingency line-item for the City's administration server and Police Department server. Background This item was recommended for unanimous approval by the Administration Committee at their November meeting. The analysis memo from the Administration Committee meeting is attached. Specific action This proposal could be accomplished through a simple City Council motion to authorize the staff to use contingency funds for the City server project and related IT expenditures. This motion would have the effect of moving $52,074.75 of expenses from line-item 01-640-54-00- 5462 (Professional Svcs in Admin Services fund)to the contingency line-item. `,SAD C►p 00 Memorandum To: Administration Committee EST. 1836 From: Bart Olson, City Administrator co CC: Date: November 10, 2011 �.MQW* Subject: Contingency authorization for IT equipment LE Summary Request for money to be spent out of the contingency line-item for the City's administration server and Police Department server. Contingency line-item The contingency line-item's purpose is to fund emergency or unexpected expenses throughout the year. The City's approved policy on expenditure of these fund is anything less than$10,000 can be signed off on by the Mayor, and everything above $10,000 must be approved by City Council. At the beginning of the year, the contingency line-item had$10,000 of funds. After the departure of the Community Relations Officer, the City Council authorized the movement of $50,000 in funds from the Community Relations Department to the contingency line-item, which means the total approved total is $60,000. IT Equipment Early in the fiscal year, Executive Assistant Schwartzkopf and our IT consulting company, Software Performance Specialists, identified three immediate, expensive issues with our IT system. Our City server and Police Department server were both obsolete and approaching failure and our New World Software system and all of our mobile data terminals in squad cars would need to be updated in the next two years. With this information in hand, staff set out to replace the City server and the Police server. The City server has been complete, and most of the ancillary work with the server(workstation compatibility issues)has been resolved. We anticipate the replacement and upgrade of one or two more computers in City Hall to complete the "City server"project. The Police server is still being mapped out,prior to being quoted, ordered and installed. We anticipate a December/January install date for the police server. In the meantime, we have created a new backup process for the police server. The total cost of all the City and Police server components (servers, racks, tape drives, archiving solutions, software upgrades, computer upgrades, consultant hours for install, etc.)will be between $50,000 and$70,000. This total expense is made of a few dozen invoices which range from a few hundred dollars for a software upgrade, to a few thousand dollars for items like consultant's time to do the install, or for the server unit themselves. This means all of these individual components can be approved at the staff level. The "IT" budget Line-item 01-640-54-00-5462 for professional services in the admin services budget has $50,000 in approved funds. These funds are supposed to be used for the hours associated with GIS and IT consultants throughout the year. When we cut our personnel associated with both of those functions, we estimated we could provide (reduced) GIS and IT services for $50,000 per year. At the end of the year, we do expect the consultants hours for GIS and IT to be below $50,000. However, because we ran into these unexpected server expenses, we have been coding the server-related expenses out of this line-item, causing it to be at $50,000 half-way though the year. The additional $60,000 in contingency funds could be tapped for the servers with City Council authorization. The specific proposal for moving budgeted funds Since the City server costs have already been incurred, it would be easiest to take those costs and code them into the contingency line-item. This requires City Council approval, and is what the staff is recommending. The outcome of this approval would be that the contingency line-item would be spent for the year, and the remainder of the costs associated with the police server would be coded out of the aforementioned professional services line-item. This proposal could be accomplished through a simple City Council motion to authorize the staff to use contingency funds for the City server project. Reviewed By: Legal El Agenda Item Number Finance ❑ CA#10 EST. 1 -_ 1836 Engineer ❑ °e— City Administrator 0 G x Human Resources ❑ Tracking Number s1 0 Community Development ❑❑ ADM 2011-36 Police �4E Public Works ❑ Agenda Item Summary Memo Title: Library Impact Fee Ordinance Meeting and Date: City Council—November 22, 2011 Synopsis: Ordinance removing restrictions from use of impact fees. Council Action Previously Taken: Date of Action: Admin 1 1/17/11 Action Taken: Move forward to 11/22 consent agenda Item Number: ADM 2011-36 Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Bart Olson Administration Name Department Agenda Item Notes: Ordinance No. 2011- AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS,AMENDING ORDINANCE 2003-31 ENTITLED "AN ORDINANCE AMENDING ORDINANCE NO. 1990-24 AN ORDINANCE SETTING FORTH THE STANDARDS AND REGULATIONS FOR PAYMENT FOR DEVELOPMENT AND EXTENSION OF UTILITY COSTS UPON ANNEXATION AND/OR PLANNED UNIT DEVELOPMENT" CLARIFYING THE USE OF FEES PAYABLE TO THE CITY LIBRARY FUND WHEREAS, the United City of Yorkville (the "City") is a duly organized and validly existing non home-rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and, WHEREAS, the City has determined that new developments impose financial burdens by creating a greater need for City facilities and that the City has experienced increased difficulties in funding those facilities; and WHEREAS, fees place the obligation to fund City facilities on those who create the need for the new facilities and improve the quality of life for those residents; and WHEREAS, the City adopted Ordinance 2003-31 on June 10, 2003 amending the fees incurred by various governmental entities and the City, and hereby desire to clarify the use of those fees payable to the City Library Fund. NOW, THEREFORE, BE IT ORDAINED by the City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. That Section 3 of Ordinance 2003-31 adopted June 10, 2003 be and is hereby amended to read as follows: "3. The Development Fee for the United City of Yorkville Library Fund shall be five hundred dollars ($500.00) per residential dwelling unit due at the time a building permit is issued on any real property annexed, zoned and platted within the City after the effective date of this amended ordinance, to be used for the Library building and associated capital purchases, site improvements, or other capital improvements including the acquisition of automation/technology equipment, and for books, audiocassettes, compact disks, magazines, vehicles, or other such equipment." Section 2. That except as to the extent modified by this ordinance, all other terms and conditions of Ordinance 2003-31 are hereby ratified and approved. Section 3. This Ordinance shall be in full force and effect upon its passage, approval, and publication as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this day of , A.D. 2011. CITY CLERK ROSE ANN SPEARS DIANE TEELING GEORGE GILSON JR. JACKIE MILSCHEWSKI CARLO COLOSIMO MARTY MUNNS CHRIS FUNKHOUSER LARRY KOT Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois,this day of 2011. MAYOR ♦.� � Co. Reviewed By: Agenda Item Number S� 4 ,�. .► Legal ❑ Minutes #1 EST. Amy Finance El.- Engineer ❑ Tracking Number Gy City Administrator ❑ L �O Consultant ❑ CC 2011-126 Agenda Item Summary Memo Title: Minutes of the City Council—November 8, 2011 Meeting and Date: City Council 11/22/11 Synopsis: Approval of minutes. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: City Clerk Warren Name Department Agenda Item Notes: DRAFT MINUTES OF THE REGULAR MEETING OF THE CITY COUNCIL OF THE UNITED CITY OF YORKVILLE,KENDALL COUNTY,ILLINOIS, HELD IN THE CITY COUNCIL CHAMBERS, 800 GAME FARM ROAD ON TUESDAY,NOVEMBER 08, 2011 Mayor Golinski called the meeting to order at 7:00 p.m. and led the Council in the Pledge of Allegiance. ROLL CALL City Clerk Warren called the roll. Ward I Gilson Present Colosimo Present Ward II Milschewski Present Kot Present Ward III Munns Present Funkhouser Present Ward IV Spears Present Teeling Present(Left at approximately 8:50) Also present: City Clerk Warren, City Treasurer Powell, City Attorney Orr, City Administrator Olson, Police Chief Hart,Public Works Director Dhuse,Finance Director Fredrickson, and EEI Engineer Freeman QUORUM A quorum was established. AMENDMENTS TO THE AGENDA City Administrator Olson requested that Consent Agenda Item#4- Ordinance providing for the Submission to the Electors(ADM 2011-49)be moved to the Administration Committee Report portion of the agenda. Alderman Teeling requested that Consent Agenda Item#5 - Ordinance Regarding City Council Procedures(ADM 2011-24)be moved to the Administration Committee Report portion of the agenda. Amendment approved unanimously by a viva voce vote. PRESENTATIONS Swearing in of Patrol Officer Roman M. Soebbing Mayor Golinski swore in Patrol Officer Roman M. Soebbing. PUBLIC HEARINGS Tax Levy City Administrator Olson gave a presentation on the Tax Levy. (See attached) CITIZEN COMMENTS Jesus Alaniz, Colonial Parkway, discussed the layoffs that are going on in Illinois. He listed companies and the number of jobs that were being lost. There is a long list of taxes that the citizens pay. He has full faith in the Council. He asks that the Council look towards the future when discussing taxes. Dan Nicholson, Logging&Lumber,W Van Emmon Street, said Mayor Golinski stated on the Kendall County Record that when receiving complaints,his job is to follow through on ordinances passed by the Council. Last June,Mr.Nicholson asked Community Development Director Barksdale-Noble who had filed a complaint. He was told that there had been none filed. Mr. Golinski did not get a complaint about his business, contrary to the Mayors statement to the press. In the Beacon News,Mr. Golinski stated he never remembered receiving an invitation to talk privately. Mr.Nicholson met with Community Development Director Barksdale-Noble and at that time she offered to set up a meeting between the Mayor and Mr.Nicholson. She called back the following morning and stated that Mayor Golinski had refused to meet. Mr.Nicholson had suggested to Mayor Golinski that they should try to resolve any outstanding matters that existed between them. He never heard from Mayor Golinski. Mr. Golinski stated in the Record he offered to personally help clean up Mr.Nicholson's property. That never occurred. He believes Mr. Golinski to be a liar,but is willing to make a good-faith effort to attempt to make Mr. Golinski an honest man. Be in front of my business at 5 p.m. Friday ready to work. Maybe the Mayor can start to clean up the mess that was made out of the business relationship between one of the largest landowners in Yorkville's downtown. Mr.Nicholson wanted to give out his phone number to the residents who might want to contact him 630-553-7612. The Minutes of the Regular Meeting of the City Council—November 08, 2011 —Page 2 of 6 Dan Lane, Heartlands, asks that the Council to support the rec center. He has been a resident for a year and a half. There were five reasons he wanted to retire in Yorkville: fine housing, excellent fire and police services, superior schools,excellent medical facilities, excellent public works department, and a friendly community based environment. The rec center has a positive impact on all ages of our residents and enriches the value of our community. Our citizens deserve a well-rounded community with proper community services.Visit to see firsthand to become informed. Give the rec center a chance to evolve into something the City will be proud of in the fixture.He hopes the Council makes the correct decisions remembering that it will chart the course of further Yorkville programs in the fixture. Amy Cesich,Raintree Village, is not in favor of the Pavement Management Study. She would like the Council to consider that$100,000 is a lot of money. The city does not have the funds to do this right now. She would prefer that the $100,000 be put towards the roads rather than put towards the study. Lisa Peterson, 1001 Adrian Street, stated as a taxpayer, she expects certain city services such as decent roads, and police and fire protection. She doesn't expect a rec center. She believes the City should consider the study,but may need to delay it due to funds. Roads are used by all residents and that is much more important than a bike path. The residents have voted no to the bike path. Why would the Council vote yes to spend$42,000 on a bike path?Roads connect residents,not bike paths. Residents that have been hit hard with these economic times would rather see money go for road repairs versus recreational facilities. The City cannot keep going back to the residents for more money, and the Council needs to decide what is important and what is not. If the City continues on this path, she sees the City going bankrupt. She urges the Council to be conservative on voting and what they are spending with her tax dollars. If the City had the money she would not object. CONSENT AGENDA 1. CC 2011-123 Bills for Payment- $651,261.14(CC 2011-123) 2. Ordinance 2011-60 Amending the Code of Ordinances to Remove the Human Resources Commission—authorize Mayor and City Clerk to execute (ADM 2011-58) 3. Leaf Burning in Unincorporated Areas—authorize Mayor to send letter to the Kendall County Board regarding request to limit leaf burning to areas farther than one-half mile from incorporated areas and incorporated county residents (ADM 2011-61) 4. Ordinance 2011-61 Requiring the Issuance of a Certificate of Occupancy Prior to the Transfer of Electric Utility Service for a New or Different Business Use—authorize Mayor and City Clerk to execute(EDC 2011-44) 5. Intergovernmental Agreement Between the United City of Yorkville and the Bristol Kendall Fire Protection District for the Location of a Severe Weather Warning Siren—authorize Mayor and City Clerk to execute(PS 2011-30) 6. Ordinance 2011-62 Regarding the Regulation of Fireworks—authorize Mayor and City Clerk to execute(PS 2011-31) 7. Ordinance 2011-63 Prohibiting Public Urination or Defecation—authorize Mayor and City Clerk to execute(PS 2011-32) Mayor Golinski entertained a motion to approve the consent agenda as amended. So moved by Alderman Spears; seconded by Alderman Munns. Motion approved by a roll call vote. Ayes-8 Nays-0 Colosimo-aye,Milschewski-aye, Spears-aye,Munns-aye, Funkhouser-aye, Gilson-aye, Teeling-aye,Kot-aye MINUTES FOR APPROVAL 1. CC 2011-124 City Council Minutes—October 25,2011 Mayor Golinski entertained a motion to approve the minutes of the regular City Council meeting for October 25, 2011. So moved by Alderman Spears; seconded by Alderman Colosimo. Alderman Gilson had corrections on Page 3,Public Works add the word not,page 4, 1St paragraph add widened and improved, and add not,page 7, 1St paragraph should stated taxing bodies,their, and residents.Alderman Milschewski page 5, add clarified, asked, and vote needs to be corrected. Alderman Teeling wanted her statements to be made clearer on page 6. Alderman Spears on page 7 wanted to add for this project only. A motion was made by Mayor Golinski to approve the minutes as corrected. Amendments approved unanimously by a viva voce vote. REPORTS MAYOR'S REPORT None. The Minutes of the Regular Meeting of the City Council—November 08, 2011 —Page 3 of 6 PUBLIC WORKS COMMITTEE REPORT Pavement Management Study (PW 2011-56) A motion was entertained by Alderman Gilson to approve a pavement management system proposal in the amount not to succeed$103,000 and authorize the Mayor to execute. So moved by Alderman Munns; seconded by Alderman Kot. City Administrator Olson stated the total estimate is $103,000. The amount associated with EEI outsourcing is $78,000. The City would not have been able to do this with an in-house engineering department. That actual cost of hiring EEI to do the analysis and report is something that is rolled into their yearly contract. To save developers money,the City could take a prorated share of the developments cost of the entire City and charge them for that when the developers come to the City and want the City to look at the roads and accept them. The City would have the data compiled and wouldn't have to do additional research on the roads. That money is already collected. Since the entire City was done at once, that cost should be cheaper to developers than sending engineers out to drive just for the developments themselves. That is something that will be incurred incrementally over time. The cost can be rolled over fiscal years. The work would be billed out as completed. The City is looking at May 1St as a start date. Invoices would come in fiscal year 12 and 13. The City has $100,000 budgeted in fiscal year 13 and the City can move that forward to fiscal year 12, or split it between a couple of fiscal years. Also,the City could wait until fiscal year 13 to authorize it. The Council does have some budget options as far as timely payment. The final option is to spend out a surplus each year,but he does not recommend this. The City is expected to run a moderate surplus for the next two years followed by deficits. Alderman Kot and City Administrator Olson discussed the cost savings when the City switched from in-house engineering to outsourcing with EEI Engineering. If the study is budgeted over two years,the savings the City achieved by switching to EEI has been more than enough to cover the cost of this study. Alderman Munns and City Administrator Olson discussed the study. If the study is performed and it recommends roads for repairs, it is undetermined as to how the City will pay for these repairs. The first step in figuring out how the City is going to pay for it is figuring out what that dollar amount is per year. That is the greatest benefit of this study. It shows the roads that can be hit with preventative maintenance that will save the road for a number of years,which will save money in the long run. Game Farm Road has $50,000 of repairs this year and in the past has had$50,000 to$75,000 each year. These have been temporary fixes. The City is planning on restructuring it in 2016. Roads are the second most important thing that Alderman Munn's constituents talk to him about. He likes Alderman Kot's suggestion of splitting the study up between two fiscal years. He feels the City needs to do this right for the long-term and needs a plan. Mayor Golinski thought Alderman Munns brought up great points. This is more than just the study of what roads need to be repaired. It is the first step in a pavement management program for long-term maintenance. There are two recurring themes,public safety and public works. The City has to get on a program that maintains roads and needs a plan that is based on facts on engineering. The City spends a lot of money on roads and invests a lot of taxpayers' dollars. This is an investment. Alderman Gilson believes the $100,000 should be spent on actual road repairs. If the City spends money on a study then there will be zero money left for any type of road repair. Alderman Kot does not agree, and does not feel it is a waste of money. In the long run it will save taxpayers money,but he prefers to split it over two budgets. Alderman Spears agrees with having the study done,but until funds are available would like to hold off on approving it. Alderman Teeling believes this is a good thing for the City to do but at this time,the City does not have the money to do it. Alderman Funkhouser stated the City should be looking at a plan to know how to achieve and maintain repairs. Alderman Gilson knows for sure that the residents want their roads repaired. It is foolish to spend$100,000 on a study when the City barely has enough money now under the capital improvements for road improvements through fiscal year 14. Alderman Kot wanted to know if this study gives the City advantage in applying for grants. EEI Engineer Freeman stated certainly. When identifying the state of the local roads and setting off to get grants it will help the City show what level of deterioration it is and how high the City's needs are. Mayor Golinski stated when he attends meetings with state and federal representatives every Mayor has their hand out saying more money is needed for roads. If this study is done,then the City of Yorkville can say it needs money for roads and here is why. Alderman Gilson stated the state is broke. Alderman Colosimo thinks the idea is excellent,but the City has no money. The City needs to do first things first and work on its fund balance. Secondly the City has a surplus projected for the next two years and then a deficit projected for two years after that. The study is great; EEI engineering will do a great job, and some day the City will commission this study.Right now is not the time. He will be voting no. Alderman Kot asked when the Council votes will it be with the understanding that it will be split between two budgets or does the Council need to make an amendment to this motion. Mayor Golinski stated nothing will happen until next April. City Administrator Olson stated that is right as far as incurred expenses go. It would be his recommendation to spread over two fiscal years. Alderman Colosimo thinks the City Council needs to vote. If it passes the Council can figure out the budgetary issues,the date, and everything else necessary. If it fails there is no need to discuss. The Minutes of the Regular Meeting of the City Council—November 08, 2011 —Page 4 of 6 Motion approved by a roll call vote. Ayes-5 Nays-4 Gilson-nay, Teeling-nay,Funkhouser-aye,Kot-aye, Colosimo-nay, Spears-nay,Munns-aye,Milschewski-aye, Golinski-aye ECONOMIC DEVELOPMENT COMMITTEE REPORT Ordinance 2011-64 Approving an Economic Incentive Agreement Between the United City of Yorkville and Boombah (EDC 2011-33) Alderman Munns entertained a motion to approve an ordinance for economic incentive agreement between the United City of Yorkville and Boombah. So moved by Alderman Colosimo; seconded by Alderman Funkhouser. Alderman Munns stated Boombah is asking for a sales tax rebate. This would be 90+jobs for Yorkville, a good fair agreement for the United City of Yorkville, and Boombah. There was discussion between Alderman Colosimo, City Attorney Orr, and Alderman Spears in regards to the street name and whether it or not it could become a Boulevard and also if Avenue would be acceptable to the City Council. There was discussion between Alderman Gilson, City Administrator Olson, and City Attorney Orr in regards to TIF funds. Alderman Gilson wanted an explanation of where TIF funds come from. TIF funds are the result of improvements to the property. Example: a property is bought at a cost,then it is rehabbed,so that property is now worth two times the cost. The increase in value increases taxes whether the property is in a TIF district or not. If it is in a TIF district the municipality gets that increase in taxes with severe restrictions. One of them is that those dollars must be invested in improvements in that property. The City is going to use the TIF dollars for public improvements. The City will ask the developer where do they think the money should be used, for it will hopefully help the developer to do more in the specific area where the City is going to do public improvements.We hope it will be a new concept and a new partnership. The City is still spending taxpayers' dollars for taxpayer improvements. The City is lending TIF dollars to an area. It is dollars produced by the area reinvested in the area. The developer is not using TIF funds. The City is using TIF funds to do public improvements in the downtown. The City will give the developers options and ask the developers opinion on those options and why. If the developers are going to do something to generate other private investments on that block then the city would more than likely agree to go with the developer suggestion. That is the idea. The City is using general TIF dollars to reinvest.Any developer that chooses to develop in the downtown area is going to have to come to the city and negotiate a TIF agreement for one or multiple properties. The city will talk to them about what they are going to give the developers and what the developers are going to give the city in return. If the TIF dollars are not generated the City has no commitment to discuss anything with anybody. The City is trying to create a cooperative effort to redevelop the downtown. On this agreement,the City is not committing TIF dollars to developers. The City is going to work with developers in helping us decide where the City should invest the TIF dollars in public streets for our City. Alderman Gilson had a concern under the remedies and liabilities section. He felt it was wrong that after giving a notice of default there is no real timeline as to how long the extension can be and seems too open. City Attorney Orr stated the agreement requires any developer to obey all laws and ordinances. The company does have to be diligently pursuing. There are so many facets of development that don't have a strict timeline and that is the language that over the years seems to work the best. The key phrase is diligently pursuing which means the owner has to show the City a contract saying as soon as the weather breaks the company will be able to get to it. Alderman Kot,Alderman Funkhouser,Alderman Colosimo, and City Attorney Orr had discussion on TIF funds. One of the rebate conditions is the company invests in excess of$2 million in the downtown. He asked what is the time frame and how is it monitored. City Administrator Olson stated it is an immediate threshold. They do not get it until they do that and the City will monitor by asking them to provide proof. City Attorney Orr stated the business has to invest$2 million for the City to ask for their opinion on where the City will invest our funds. They have no right to give the City an idea or priority of where to spend TIF funds. The City wants to work together with the company but not until the company has made a decent commitment to our downtown. The City is obligated to use the TIF funds to reinvest in the downtown but the City is not obligated to work in a cooperative manner. The City can do whatever it wants in its own downtown. The cooperative manner in which the City works with the company is that it gets their input but at the end of the day how taxpayer dollars are spent is decided by the eight members of the Council. City Attorney Orr stated exactly,yet the City has an obligation to consult. Motion approved by a roll call vote. Ayes-8 Nays-0 Teeling-aye,Funkhouser-aye,Kot-aye, Colosimo-aye, Spears-aye,Munns-aye,Milschewski-aye, Gilson-aye PUBLIC SAFETY COMMITTEE REPORT No report. The Minutes of the Regular Meeting of the City Council—November 08, 2011 —Page 5 of 6 ADMINISTRATION COMMITTEE REPORT Ordinance Providing for the Submission to the Electors of the United City of Yorkville, Kendall County,the Public Question Whether The City Should have the Authority under the Illinois Power Agency Act And Public Act And Public Act 96-176 to Arrange for the Supply of Electricity for its Residential and small Commercial Retail Customers Who Have Not Opted Out of Such Program (ADM 2011-49) City Administrator Olson recommends postponing this for two weeks. Ultimately, The City would be going to referendum for an opt out electric supplier program. Everybody that is residential or small commercial customer of the City would save between 20 or 30%on their supplier portion of their bill, about 33% of the total bill each month.After the referendum is in place,the opt out period ends, and the City puts together a program where people can opt out of the terms and conditions of the actual electricity program. The City found out that the Metropolitan Mayor's caucus has partnered with an electric supplier in the near term. The City's referendum would not be on the ballot until March and Yorkville wouldn't actually have a program in place until August of 2012. The City is not saving money between now and then. The Metropolitan Mayor's Caucus has partnered with an energy supplier to save residents 15%to 18%of their supplier program from now until then,but it is opt in. The City can publicize the information. The City doesn't have to have a referendum or a governing ordinance, and don't have to spend staff time on it. The City can tell the residents they can opt into this. The residents should review the terms and make a decision. He thinks the City would recommend doing a referendum in March and approving it two weeks from now for the City needs two more weeks to discuss how the governing plan gets put together. This whole system is created by the fact that Com Ed locked their prices for energy supplies in years ago when prices were volatile. They are at 7 cents a kilowatt hour and all these other energy suppliers are at about 5 1/2 cents. This is where the savings comes in,but those prices are set to expire June of 2013. There is a possibility that the City can only see about nine months of savings after going through its energy supply referendum and then it is back at square one. Mayor Golinski entertained a motion to table this until the next meeting. So moved by Alderman Milschewski; seconded by Alderman Kot. Motion approved by a roll call vote. Ayes-8 Nays-0 Kot-aye, Colosimo-aye, Spears-aye,Munns-aye, Mischewski-aye, Gilson-aye, Teeling-aye,Funkhouser-aye Ordinance 2011-65 Regarding City Council Procedures (ADM 2011-24) Alderman Teeling asked for this to be moved off the Consent Agenda. She believes that the Alderman should pick which committee they would like to be on and that is the fair way to go. Letting the Mayor pick out which Alderman goes on which committee is not a very diplomatic way of handling it. She believes every Alderman should have the opportunity to chair a committee. She believes each committee should be represented by an Alderman in each ward. There was discussion among Alderman in regards to committees?Alderman Teeling did not know that any Vice Chairman was appointed to committees. She doesn't remember that occurring. Other Alderman stated there are Vice Chairman on committees. Mayor Golinski believes every committee has a Vice Chairman. Alderman Funkhouser listened to the Admin Committee Meeting tape and all four committees have been appointed a Vice Chairman. Alderman Teeling stated she is on the City Council and was unaware of this. These issues should be dealt with more openly in City Council meetings. City Administrator Olson stated the conversation in Admin Committee revolved around the fact that without a governing ordinance the Mayor selects the committee,the chairman, and whatever other seats there are on the committee, including Vice Chairman. Alderman Colosimo recalls that Alderman Kot was appointed Vice Chairman of Public Safety and these changes occurred at an open meeting.Alderman Gilson and Alderman Milschewski were both unaware of these changes. Alderman Kot doesn't believe it is that important to have one Alderman from each ward on a committee. Alderman Spears believes in the future the City Council should address the Liaison Reports that the Council doesn't get. If people are assigned to a specific committee or board as a liaison, she believes that should be reported to the rest of the Council. Alderman Milschewski asked if staff could give the Council a list of liaison positions and the spots available. Alderman Colosimo said the new governing ordinance allows any 4 Aldermen to bring an issue out of committee to the Council or the Mayor could bring it to the Council on his own. Mayor Golinski entertained a motion to approve an ordinance regarding City Council procedures and authorize the Mayor and City Clerk to execute. So moved by Alderman Spears; seconded by Alderman Colosimo. Motion approved by a roll call vote. Ayes-7 Nays-1 Kot-aye, Colosimo-aye, Spears-aye,Munns-aye, Mischewski-aye, Gilson-aye, Teeling-nay,Funkhouser-aye PARK BOARD No report. The Minutes of the Regular Meeting of the City Council—November 08, 2011 —Page 6 of 6 PLAN COMMISSION No report. ZONING BOARD OF APPEALS No report. CITY COUNCIL REPORT No report. CITY CLERK'S REPORT No report. CITY TREASURER'S REPORT No report. COMMUNITY&LIAISON REPORT Veterans Day Mayor Golinski stated Friday is Veterans Day. Thank a Veteran. Holiday Under The Stars Mayor Golinski stated Yorkville Holiday Under the Stars is coming up. This event has been scaled down this year. There will still be the Kris Kringle Market and downtown merchants are having different activities. Santa Claus will be there to light the tree at five o'clock. The day of kickoff,WGN will be in Yorkville broadcasting at Cobblestone Bakery.Mayor Golinski will have a live interview with Fred Garret at 6:15 a.m. The chamber would like volunteers to judge the business decorating contest. Taste of Yorkville Mayor Golinski said the Taste of Yorkville is that weekend. He would like restaurants to get support. Chili Chase Mayor Golinski stated Sunday of that weekend will be the chili chase. STAFF REPORT No report. ADDITIONAL BUSINESS Special Olympics Alderman Spears stated the Knights of Columbus in Oswego is hosting a trivia night on November 19 at 6 p.m. This is a fundraiser for the Special Olympics and costs are $25 per person. The City is going to have a table and need a minimum of 10 people. EXECUTIVE SESSION Mayor Golinski entertained a motion to go into Executive Session for the purpose of: 1. For the discussion of minutes of meetings lawfully closed under this Act,whether for purposes of approval by the body of the minutes or semi-annual review of the minutes as mandated by Section 2.06. 2. Land acquisition 3. Litigation So moved by Alderman Funkhouser; seconded by Alderman Colosimo. Motion approved by a roll call vote. Ayes-7 Nays-0 Spears-aye,Milschewski-aye, Colosimo-aye, Kot-aye, Gilson-aye,Funkhouser-aye,Munns-aye The City Council entered Executive Session at 9:01 p.m. The City Council returned to regular session at 9:39 p.m. ADJOURNMENT Mayor Golinski entertained a motion to adjourn the meeting. So moved by Alderman Colosimo; seconded by Alderman Munns. Adjournment of the meeting was unanimously approved by a viva voce vote. Meeting adjourned at 9:40 p.m. Minutes submitted by: Beth Warren, City Clerk, City of Yorkville, Illinois ♦.� � Co. Reviewed By: Agenda Item Number S� 4 , O'C% Legal ❑ Mayor#1 EST. ts�s Finance El Engineer ❑ Tracking Number Gy City Administrator ❑ L �O Consultant ❑ ADM 2011-127 LE Agenda Item Summary Memo Title: Proclamation for National Drunk and Drugged Driving (3-D)Prevention Month Meeting and Date: City Council —November 22, 2011 Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Mayor Golinski Name Department Agenda Item Notes: ♦.� � Co. Reviewed By: Agenda Item Number S� 4 , O'C% Legal ❑ Mayor#2 EST. ts�s Finance El Engineer ❑ Tracking Number Gy City Administrator ❑ L �O Consultant ❑ ADM 2011-128 LE Agenda Item Summary Memo Title: Appointment to the Zoning Board of Appeals—Anthony Pekich Meeting and Date: City Council —November 22, 2011 Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Mayor Golinski Name Department Agenda Item Notes: ,QED cl�.y a` o Usked City of Yorkville EST. : ' _ 1836 Yorkville,Illinois 60560 o (f Tcle n -- 630.553.4350 _ o Fax: 630-553-7575 United City of Yorkville Commission & Committee Application To be considered for a commissin or commies please compkft this application and retmn to dw an ion of ft De"Clot at the aMvw lister above- Nam �i/!)I'r Address Phone: Cell tmic Email division leL /,"' , � "f Please indit a the CmmhaWm� it s)t You old like to partieipate on: I j Adhoc Committee an Senior Issues I'ilark Dowd MFire and Police Commimion OPIMCOMMISSWU I I Human Resouxtes Commission f I Yorkville Grow Commiftce ,KLI-braty Board Zoning Bowd ofAppeals The following quesfims help in selection of mmmittee membem 1. Indicate your experience (personal mWor work) that will help you in serving the resided of the united City of Yorkville. I -S�e-,.7- ,7 Y"/--S -�S /' GFX-/c6-r_ l�+/ �u/1�/l�4 , � Q/r-� i/�1��. -�'M G�wit2 IJryt- 14�,/ 4A e7" iNS �z-r.�c Zr2 A7- ZZ^-i Veil) , T� f,' C�/,��✓i( fi�C /��' Cjii� -``��--��'i.�S .� rTU i/ 2. Why do you errant to smtve on a Commission/CommiUm for the United City of Yorkville. is /'c�4�Sl.�cs- 77d/l�c� l��p�.c�lJ�`�'s /N ��r �U.•.v� �¢�r/zS � �✓.d�✓T' i T /d Thank you for your interest in being apart of the development of the United City of Yorkville! It is a*porley of ve unftd city ct°tPakvae ID POMOW rt�"-ft i it y P"Oes in ft".and ft undeftddngs. tt is ft poky of 1*C4v io cwfwn*M a# of F Roft mdudrg ft Equal Employment Oppodunfly Act and all pia OW Pj9ft _ I WxWSWd#W as past of l pvom of bOV c"kWW,rt is Me CAys paWcy to pwfom a aamy beftwuW . ;an�b si8ere�d�'aer'aprtn9a�'tc> +gf i tu'i� Signat Apitit" Date Foraffi3st/womy DaftReceived �'��'�� Initials-1-12L i Reviewed By: Legal El Agenda Item Number Finance ❑ Mayor#3 EST. 1 - 1836 Engineer ❑ °e— City Administrator 0 G x 0 Human Resources ❑ Tracking Number O Community Development ❑ Police ❑ CC 2011-129 4k. Public Works ❑ Agenda Item Summary Memo Title: Insurance renewal Meeting and Date: City Council November 22, 2011 Synopsis: See attached memo. Council Action Previously Taken: Date of Action: N/A Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Bart Olson Administration Name Department Agenda Item Notes: `,SAD C►p 011% Memorandum To: City Council EST 1836 From: Bart Olson, City Administrator CC: Date: November 18, 2011 � � Subject: Property and workman's comp insurance renewal Summary Selection of the City's property and workman's compensation insurance carrier for calendar year 2012. The recommendation from staff is to take the cheapest insurance quote from Glatfelter. Background The City's property, general liability and workman's compensation insurance policies are renewed each December for the calendar year to follow. Our broker, currently Mike Alesia with Mesirow Financial, has solicited quotes from different insurance carriers and has attached a report for your use in selecting a carrier. Mr. Alesia will be present at the City Council meeting to present the differences between our current carrier(Travelers) and the lowest carrier (Glatfelter), and to answer questions. Recommendation Staff has reviewed the differences in coverages between Glatfelter and Travelers and is recommending a switch to Glatfelter, due to price. The City's workman's compensation insurance expires on December 15th, so a vote must be taken at either the November 22"d or December 13th City Council meeting. An Insurance Proposal Exclusively for The United City of Yorkville Property & Casualty Insurance Proposal December 31 , 2011 - December 31 , 2012 Workers Compensation Insurance Proposal December 15, 2011 - December 15, 2012 Presented by: Michael J.Alesia Senior Vice President Insurance Services Cherita Perry Account Executive Insurance Services This proposal is prepared for the confidential use of our clients.All rights reserved.No part of this proposal may be reproduced in any form or by any means without the prior written permission of Mesirow Financial. Insurance Services offered through Mesirow Insurance Services,Inc. Mesirow F � The Mesirow Financial name and logo are registered service marks of Mesirow Financial Holdings,Inc.,©2011,Mesirow INSURANCE SERVICES Financial Holdings,Inc.All rights reserved.Insurance Services offered through Mesirow Insurance Services,Inc. The United City of Yorkville Insurance Proposal Table of Contents 1. The Mesirow Financial Service Team............1-3 7. Commercial Automobile ■ Limits of Insurance......................................l 2. Overview ■ Notable Exclusions 2 • Executive Summary .................................1-2 ■ MVRs ..........................................................2 • Market Responses.....................................3-5 ■ Description of Covered Auto Designation • Loss Summary.............................................6 Symbols.......................................................3 • Interests Insured..........................................7 8. Workers' Compensation 3. Premium Summary ■ Policy Type..................................................1 ■ Premium Summary and Comparison........1-3 ■ Limits of Insurance......................................1 4. Interests, Locations and Values ■ Notable Exclusions......................................l • Statement of Values..................................1-7 ■ Premium Basis.............................................2 • Vehicle Schedule....................................8-10 ■ Note.............................................................3 • Driver Schedule....................................11-12 9. Excess Liability • Inland Marine Schedule........................13-16 ■ Limits of Insurance......................................1 5. Commercial Property ■ Required Underlying Coverage...................1 • Terms and Conditions 1 ■ Endorsements...............................................2 • .........................."".' ■ Notable Exclusions 2-3 Deductibles..................................................2 • Limits of Insurance...................................2-3 10. Other Coverages • Flood/Water Damage Coverage—Flood ■ Commercial Crime .................................. 1-3 Zone Identification......................................4 ■ Employment Practices Liability............4-10 • Ancillary Coverages.................................4-5 Public Officials Liability 11-13 • Notable Exclusions......................................6 Law Enforcement Liability.................. 14-15 • Vacancy/Increased Hazard..........................6 11. Other Important Information 6. Commercial General Liability—Occurrence ■ Service Matrix......................................... 1-5 Form . Service Fee Letter.................................... 6-7 • Policy Type..................................................l ■ Important Disclosures..................................8 • Deductible/Self Insured Retention..............1 ■ Best's Reports........................................9-10 • Limits of Insurance......................................2 ■ Claim Reporting 11 • Coverage Highlights....................................3 • Notable Exclusions......................................4 Appendices • Excluded Operations and Premises.............5 ■ Mesirow Financial's Insurance Services • Note.............................................................6 Division • About Mesirow Financial • Publications and Seminars Checklist Ed.11,17,1' I Mesirow Financial INSURANCE SERVICES The United City of Yorkville Insurance Proposal The Mesirow Financial Service Team Our team of professionals is dedicated to providing quality service that will meet your ongoing needs. We encourage you to contact one of our team members to discuss any changes in your insurance situation. Team Leader—Public Sector,Mackey Team/Large Lines,Mackey's Team Our team leaders are the primary advisors on each team. They are senior professionals in the insurance industry with successful histories(an average of more than 20 years)of understanding client insurance needs and delivering creative solutions. They oversee the day-to-day operations of their teams and maintain strong, active relationships with their clients through proactive risk management and consultation. They also maintain long-standing relationships with the industry's most respected insurance carriers to provide creative, cost-effective insurance and risk management programs for their clients. Michael J. Mackey Mike manages the Public Sector Services department and also serves on the Insurance Senior Managing Director Management Committee that oversees the strategic direction of the Division. He began Direct-312.595.7900 his insurance career in 1993 and joined Mesirow Financial in 2003. Mike has a bachelor Fax-312.595.7163 of business degree in finance from Loyola University Business School. mmackey @mesirowfinancial.com Producers and Account Executives Our producers and account executives are established professionals in the insurance industry. They oversee their team, support in providing day-to-day servicing, recognize and respond to client needs, maintain strong relationships with insurance carriers and oversee client-insurance carrier relationships. Our producers and account executives are a source for new business and the primary resource for renewing existing insurance programs. Michael Alesia Mike's insurance career started in 1993 and he joined Mesirow Financial in 2003. He has Senior Vice President a bachelor of science degree in economics and political science from Illinois State Direct-312.595.7161 University. Fax-312.595.7163 malesia @mesirowfinancial.com Ed.11/17/11 1.1 Mesirow Financial' INSURANCE SERVICES The United City of Yorkville Insurance Proposal Account Managers Our account managers focus on servicing our clients'day-to-day needs and responding to insurance carriers. The account managers have strong insurance knowledge and are skilled insurance and risk management program negotiators and marketers. Our account managers analyze insurance coverages,products and pricing available that best reflects the risk management needs of each client. Cherita Perry Cherita began her insurance career in 1997 and joined Mesirow Financial in 2003. She Account Executive has a bachelor's degree from Roosevelt University. Direct-312.595.7148 Fax-312.595.7163 cperry @mesirowfinancial.com Account Representatives Our account representatives and team assistants are trained to provide our clients with timely and effective responses to meet their daily service needs.Account representatives understand the importance of meeting critical client needs, including resolving client issues and providing action item follow-up and other internal administrative tasks. Ryan Schnoor Ryan joined Mesirow Financial in 2010. He is a graduate from the Katie School of Account Representative Insurance at Illinois State University where he participated in the national insurance Direct-312.595.6528 business fraternity,Gamma Iota Sigma,from 2007 to 2010. Ryan also holds a property Fax-312.595.7163 and casualty license for the State of Illinois. rschnoor @mesirowfinancial.com Other Specialties and Resources Mesirow Financial has a host of additional specialized resources available to clients to assure each critical risk or exposure is addressed. We have specialized resources in surety bonds, aviation,private client insurance and employee benefits, among others. Jacqui Norstrom Jacqui manages Mesirow Financial's surety bond operations.She began her insurance Managing Director—Surety industry career in 1982 and joined Mesirow Financial in 1997.Jacqui holds a bachelor Direct-312.595.6976 of arts degree in sociology and statistics from the University of Illinois. Fax-312.595.4374 jorstrom@mesirowfinancial.com Ed.11'17'11 1.2 Mesirow Financial' INSURANCE SERVICES The United City of Yorkville Insurance Proposal Risk Management The Risk Management Services Practice combines the approaches, tools and expertise of our loss control and claim consultants to assist and advocate for our clients in identifying key opportunities for reducing loss frequency, severity and cost. Our claims staff is comprised of experiencedprofessionals who report claims to carriers,provide coverage advocacy, negotiate reserve settings, assist customers with closing claims, obtain favorable settlements and provide guidance on catastrophic losses, and analyze claims demographics, among others.Loss control consultants help direct carrier safety service allocations, as well as provide additional claims management assistance not otherwise provided by the insurers, including life safety, sprinkler systems, value assessments, due diligence support, safety program audits and ergonomic evaluations. Bruce Slayter,ARM Bruce oversees Mesirow Financial's Risk Management Services Practice.He started in Managing Director—Risk Management the industry in 1985 and joined Mesirow Financial in 2001. Bruce holds a bachelor of Services business administration degree from Angelo State University and an Associate in Risk Direct-312.595.6295 Management(ARM)designation.He is also a licensed property casualty adjuster in Fax-312.595.6506 Minnesota. bslayter @mesirowfinancial.com Larry Rosen Larry began his insurance career in 1972 and joined Mesirow Financial in 2003. He has Senior Vice President—Risk Management a bachelor of science degree in marketing from Northern Illinois University. Services Direct-312.595.8111 Fax-312.595.6506 Irosen@mesirowfinancial.com Terry Ries,ALCM Terry started working in the insurance industry in 1980 and joined Mesirow Financial in Senior Vice President—Risk Management 2003. He has a bachelor of science degree in mechanical engineering from the Services Milwaukee School of Engineering.Additionally,Terry holds an Associate in Loss Control Direct-312.595.8133 Management(ALCM)designation. Fax-312.595.6506 tries @mesirowfinancial.com Nancy Bartusiak Nancy started in the insurance industry in 1966 and joined Mesirow Financial in 1995. Senior Claims Coordinator—Risk Management Services Direct-312.595.6296 Fax-312.595.6506 nbartusiak @mesirowfinancial.com Claims Reporting: To reach a Mesirow Financial claims professional after 5:00 PM weekdays (EST) and weekends,please call 312.595.6200 and follow the prompts. Ea.11'17'11 ,3 Mesirow Financial' INSURANCE SERVICES The United City of Yorkville Insurance Proposal Executive Summary The Public Entity Professionals of Mesirow Insurance Services, Inc. appreciates the opportunity to present the following renewal insurance proposal to the United City of Yorkville for the 12/31/11 - 12 policy term. The Public Entity team has strived to work with the United City of Yorkville in controlling risk management costs through premium negotiation, loss control strategies and variable programs all designed to assist the City management in their overall goals to administer the business of municipal leadership and fiscal responsibility. We decided to market your account for the third year in a row as Travelers Insurance Company was not gong to provide umbrella coverage on the dam. Travelers eventually came around and will provide coverage. Your account was marketed to 7 different carriers. We received five quotations: Travelers, OneBeacon,Argonaut, American Alternative, Glatfelter and the ICRMT.We found that American Alternative Insurance Company(AAIC) quotation is the most comprehensive and cost effective option for the City. The proposed terms reflect the changing environment and attitude of the industry towards municipal risks. PROPERTY The City's Blanket Real and Personal Property Limit is increasing from$36,629,761 to $40,579,790 or 10.78%. Your deductible remains the same at$1,000 deductible. Other notable property limits are as follows: In review of your property schedule,we encourage the City to have a property appraisal completed by a municipal property appraisal specialist. EQUIPMENT BREAKDOWN AAIC's Equipment Breakdown coverage is included in the Property Limit. The property deductible applies. CRIME AAIC is offering is a$500,000 Employee Dishonesty Limit with a$1,000 deductible. Their program includes: Forgery&Alteration,Money& Securities and Computer Fraud limits. Please note that some of the ancillary coverages are lower than Travelers. Those limits are reflected in the Crime Section of the proposal. GENERAL LIABILITY AAIC is offering a$1,000,000 per occurrence/$3,000,000 aggregate quotation with no deductible which is outlined in this proposal. The aggregate limit was increased from$2,000,000 to $3,000,000. AAIC includes coverage for Sewer Back-up as a result of negligence and Failure to Supply Services. With regard to Sexual Abuse and Molestation Coverage,AAIC remains silent and the excess liability follows form. Travelers provides a$2,000,000 aggregate/$1,000,000 per occurrence limit with no coverage under the umbrella. AUTO LIABILITY AND PHYSICAL DAMAGE The City's fleet exposure is decreasing from 81 units to 71 units. Please review the auto schedule for accuracy and advise of changes. The Travelers program offers $1,000,000 combined single liability liability with no liability deductible. The physical damage deductible on City's owned vehicles is $500 for comprehensive and $500 for collision. The deductible on the comprehensive increased from$250 to $500. Ed.11/17/11 2.1 P, Mesirow Financial' INSURANCE SERVICES Proposal: Client Name Proposal:Document Name Executive Summary LAW ENFORCEMENT LIABILITY AAIC is offering a$1,000,000 Each Wrongful Act Limit/$3,000,000 Aggregate Limit with a$2,500 deductible. The aggregate limit was increased from$2,000,000 to$3,000,000,while the deductible decreased from$10,000 to $2,500. PUBLIC OFFICIALS LIABILITY AND EMPLOYMENT PRACTICES LIABILITY AAIC's quotation includes a$1,000,000 Each Wrongful Act Limit/$3,000,000 Aggregate Limit with a $5,000 deductible. Please note that this is a shared limit.Additional coverage for these limits if afforded under the excess liability limits. Last year the City had separate Public Official and Employment Practice Limits. The Public Officials limit was $2,000,000 aggregate/$1,000,000 per occurrence while the Employment Practices Liability had a $5,000,000 aggregate/$5,000,000 per occurrence limit with a$10,000 deductible. Last year,please note that only the Public Officials Liability limits were afforded coverage under the umbrella liability policy. All changes are reflected within the proposal. Coverage is placed on a Claims Made coverage form. EXCESS LIABILITY As the Excess Liability coverage is a function of the primary layers rate and exposures, its rates follow form. The excess liability limit is $10,000,000 with no deductible. Last year the City had a$10,000 deductible. WORKERS COMPENSATION We are providing a competitive renewal quotation from the Illinois Public Risk Fund(IPRF)in the amount of $113,423. This is a reduction from last year's premium of$125,647. The IPRF has a universal effective date of December 15 of each year and provides limits of$2,500,000. The City's payrolls are slightly decreasing from$6,161,280 to $5,114,635. Please note that the IPRF is providing the City with a Safety Grant in the amount of$6,200. The grant must be used by 3/15/2012. SUMMARY In summary the City's over all premiums are decreasing from$316,782 to $289,476 or a 8.6%increase. The total agreed upon annual service fee with the United City of Yorkville is $19,000. Please note that we do not accept any commission on your policies. We truly appreciate the opportunity to present our renewal proposal to the United City of Yorkville and look forward to discussing its contents. Ed.11/17/11 2.2 P, Mesirow Financial' INSURANCE SERVICES The United City of Yorkville Insurance Proposal Market Responses Insurance Company A.M. Coverage Responses Best Rating Travelers Insurance Co. Property, Quoted- $181,315 Equipment Breakdown Crime General Liability Automobile Liability Public Officials Liability Employment Practices Liability Law Enforcement Liability Umbrella Liability Illinois Counties Risk Property Quoted- $192,517 Management Trust Equipment Breakdown Crime General Liability Automobile Liability Public Officials Liability Employment Practices Liability Law Enforcement Liability Umbrella Liability Scottsdale Insurance Company Property Declined to quote,too Equipment Breakdown competitive Crime General Liability Automobile Liability Public Officials Liability Employment Practices Liability Law Enforcement Liability Umbrella Liability U.S. Specialty Insurance Property Declined to quote,too Company(HCC) Equipment Breakdown competitive Crime General Liability Automobile Liability Public Officials Liability Employment Practices Liability Law Enforcement Liability Umbrella Liability Illinois Pubic Risk Fund Workers' Compensation Quoted- $110,119 Illinois Counties Risk Workers Compensation Quoted- $155,531 Management Trust Ed.11/17/11 2.3 P, Mesirow Financial' INSURANCE SERVICES The United City of Yorkville Insurance Proposal Market Responses MARKET RESPONSES(CON'T) Insurance Company A.M. Coverage Responses Best Rating One Beacon Insurance Property Quoted- $179,749 Company Equipment Breakdown Crime General Liability Automobile Liability Public Officials Liability Employment Practices Liability Law Enforcement Liability Umbrella Liability Argonaut Insurance Company Property Quoted- $186,889 Equipment Breakdown Crime General Liability Automobile Liability Public Officials Liability Employment Practices Liability Law Enforcement Liability Umbrella Liability QBE Insurance Company Property Declined to quote,too Equipment Breakdown competitive Crime General Liability Automobile Liability Public Officials Liability Employment Practices Liability Law Enforcement Liability Umbrella Liability CNA Insurance Company Property Declined to quote,too Equipment Breakdown competitive Crime General Liability Automobile Liability Public Officials Liability Employment Practices Liability Law Enforcement Liability Umbrella Liability Ed.11/17/11 2.4 P, Mesirow Financial' INSURANCE SERVICES The United City of Yorkville Insurance Proposal Market Responses MARKET RESPONSES(CON'T) Insurance Company A.M. Coverage Responses Best Rating American Alternative Insurance A+ Property Quoted- $157,053 Company Equipment Breakdown Crime General Liability Automobile Liability Public Officials Liability Employment Practices Liability Law Enforcement Liability Umbrella Liability Ed.11/17/11 2.5 P, Mesirow Financial' INSURANCE SERVICES The United City of Yorkville Insurance Proposal Loss Summary by Line of Coverage Line of Coverage 12131106-07 12131107-08 12131108-09 12131109-10 12131110-11 Property Paid $ 17,060 $ 4,311 $ 8,560 $ - $ - Outstanding $ - $ - $ - $ - $ - Auto Physical Damage Paid $ 11,662 $ 21,146 $ 12,971 $ - $ - Outstanding $ - $ - $ - $ - $ - Crime Paid $ - $ - $ - $ - $ - Outstanding $ - $ - $ - $ - $ - General Liability Paid $ 49,994 $ 483 $ 10 $ 3,371 $ - Outstanding $ - $ - $ - $ 22,821 $ - Auto Liability Paid $ 471,985 $ 543 $ 3,057 $ 1,468 $ 7,096 Outstanding $ - $ - $ - $ - $ - Law Enforcement Liability Paid $ 6,796 $ - $ - $ - $ - Outstanding $ - $ - $ - $ - $ - Public Officials Liability/ Paid $ - $ - $ - $ - $ - Employment Practices Outstanding $ - $ - $ - $ - $ - Workers Compensation Paid $ 71,298 $ 12,944 $ 14,371 $ 83,708 $ 4,163 Outstanding $ - $ - $ - $ 32,902 $ - Total Incurred $ 628,795 $ 39,427 $ 38,969 $ 144,270 $ 11,259 Ed.,,,l„ZO„ 2.6 Mesi row Financial INSURANCE SERVICES The United City of Yorkville Insurance Proposal Interests Insured NAMED INSURED 3 T O _ 16 _ E Q 16 .Q R l6 N V 2 O. N J m A J £ U O J O N CD �? N C1 Lu = C :.. Q C w C 3 Named Insured a 0 < a - 3 w v _° �i w a a w United City of Yorkville INSURED'S DESIGNATED MAILING ADDRESS . 800 Game Farm Rd. Yorkville, IL 60560 Ed.11/17/11 2.7 o Mesirow Financial INSURANCE SERVICES The United City of Yorkville Insurance Proposal Premium Summary and Comparison Travelers OneBeacon Trident Glatfelter ICRMT Expiring Expiring Expiring Renewal Renewal Renewal Renewal Renewal Coverage 12131109.10 12131109-10 12131110.11 12131111.12 12131111-12 12131111-12 12131111.12 12131111.12 Property $ 29,040 $ 29,040 $ 35,799 $ 37,136 $ 55,121 $ 43,949 $ 46,325 $ 162,788 Equipment Breakdown $ 3,507 $ 3,507 $ - Included Included Included Included Included Inland Marine $ 5,962 $ 5,962 $ 14,926 $ 15,575 $ 529 $ 4,988 $ 2,086 Included General Liability $ 30,356 $ 30,356 $ 23,469 $ 22,977 $ 23,610 $ 25,796 $ 26,569 Included Liquor Liability N/A N/A $ 963 $ 620 $ 1,000 $ 1,000 $ 1,000 Included Auto Liability $ 27,673 $ 27,673 $ 26,430 $ 24,738 $ 38,559 $ 35,000 $ 42,146 Included Auto Physical Damage $ 10,639 $ 10,639 $ 10,567 $ 12,663 Included $ 10,637 Included in AL Included Law Enforcement Liability $ 15,651 $ 15,651 $ 14,412 $ 19,756 $ 29,908 $ 17,028 Included in GL Included Public Officials Liability $ 5,867 $ 5,867 $ 5,467 $ 4,541 Included $ 4,665 $ 12,269 Included Employment Practices Liability $ 19,035 $ 19,035 $ 16,916 $ 18,365 $ - $ 12,294 Included in POL Included Crime $ 2,041 $ 2,041 Included Included Included $ 1,656 $ 879 Included Umbrella $ 22,227 $ 22,227 $ 23,186 $ 24,944 $ 28,492 $ 29,876 $ 25,779 $ 29,729 $ 171,998 $ 171,998 $ 172,135 $ 181,315 $ 177,219 $ 186,889 $ 157,053 $ 192,517 Workers Compensation** $ 125,189 $ 134,881 $ 121,987 $ 110,119 $ 110,119 $ 110,119 $ 110,119 $ 155,531 IPRF Administration Fee(3%) $ 3,756 Included $ 3,660 $ 3,304 $ 3,304 $ 3,304 $ 3,304 N/A $ 128,945 $ 134,881 $ 125,647 $ 113,423 $ 113,423 $ 113,423 $ 113,423 $ 155,531 Mesirow Insurance Brokerage Fee* $ 6,982 $ 6,982 $ 19,000 $ 19,000 $ 19,000 $ 19,000 $ 19,000 $ 19,000 GRAND TOTAL $ 307,925 $ 313,861 $ 316,782 $ 313,738 $ 309,642 $ 319,312 $ 289,476 $ 367,048 Terrorism Included Included $ 2,012 Included Included Included E Mesirow Financial' Ed.11/17/2011 3.1 INSURANCE SERVICES The United City of Yorkville Insurance Proposal Premium Summary and Comparison PAYMENT TERMS Property and Casualty Glatfelter . Full Pay . 2 Pay Equal Installments . 4 Pay Equal Installments 10 Pay Equal Installments (25%down payment) Workers' Compensation IPRF Direct Bill . Full Pay Quarterly Installments Direct Bill If any policy is Direct Bill,the following Direct Bill disclosure wording must be included. . This policy is Direct bill. The premium will be invoiced to you directly by(the carrier)and must be paid directly to(the carrier). You will receive a monthly statement detailing premiums due. In the event of cancellation for non-payment, (the carrier)may not reinstate coverage. EXPLANATION OF PAYMENT TERMS Minimum and Deposit • This is the amount of premium due at inception. Although the policy is subject to adjustment based on a rate per exposure unit,under no circumstances will the annual earned premium be less than the minimum premium. Therefore,the policy may generate an additional premium on audit,but not a return. • If such a policy is cancelled mid-term,the earned premium is the GREATER of the annual minimum times the short rate or pro-rata factor, or the actual earned premium as determined by audit, subject to a short rate penalty if applicable. Minimum Earned Premium . A minimum earned premium endorsement can be attached to either a flat charge policy or an adjustable policy. In either case,this amount is the LEAST that will be retained by the GREATER of the actual earned premium whether calculated on a pro-rate or short rate basis, or the minimum earned premium. Flat Cancellations . Surplus lines insurance companies normally do not allow flat cancellations. Once the policy is in effect, some premium will be earned. The Payment premium are the responsibility of the retail agent. Ed.11/17/11 3.2 P, Mesirow Financial' INSURANCE SERVICES The United City of Yorkville Insurance Proposal Premium Summary and Comparison CARRIER INFORMATION . All proposed coverages are offered by Insurance Companies that may be licensed(Admitted) insurers in your state and/or excess or surplus lines insurers (Non-Admitted) approved for use in your state. Admitted • The term Admitted carrier refers to an insurer which has been approved(Admitted)by a given state's insurance department to write business in that state. Should an insolvency(bankruptcy) of an Admitted carrier occur,the insurer is protected by the State Guaranty Fund for a maximum per claim limit—subject to the rules of the State Fund where applicable. • The scope and eligibility of protection afforded by each state's Insurance Guaranty Fund varies. For example, in Illinois,you are not eligible for participation for any first party or third party claim,by or against an Insured, if the aggregate net worth of the insured organization(including its affiliates and any person with direct or indirect 10%controlling interest as calculated on a consolidated basis on December 31 of the year next preceding the date the Insurer becomes an insolvent insurer) exceeds $25,000,000. • Please ask us for a copy of the specific Insurance Guaranty Fund statute for your state. We welcome the opportunity to discuss this in greater detail with you and/or your counsel, if you wish. Non-Admitted . A Non-Admitted carrier in a given state is not protected by the Guaranty Fund in that state should insolvency(bankruptcy) occur. Surplus lines taxes and fees will normally apply to any coverage/premiums provided by a Non-Admitted carrier. Ed.11/17/11 3.3 P, Mesirow Financial' INSURANCE SERVICES The United City of United Yorkville Insurance Proposal Commercial Property Statement of Values-Yorkville-As of 10/3/2011 Loc. Year Replacement Outdoor Total by No. Description Address Built Construction Sq.Ft, Sprinklered Stories Cost Building Contents EDP Property Location 1.1 City Hall/Police Dept 800 Game Farm Rd. 2000 Frame 18,988 No 1 $ 3,769,906 $ 350,000 $ - $ - $ 4,119,906 1.2 Generator 800 Game Farm Rd. 2004 Steel $ - $ - $ - $ 48,484 $ 48,484 Joisted 2.1 Beecher Community Center 908 Game Farm Rd. 1982 Masonry 9423 No 1 $ 1,575,855 $ 233,498 $ - $ - $ 1,809,353 2.2 Beecher Storage Shed 908 Game Farm Rd. 2004 Frame 50 No 1 $ 5,283 $ 6,500 $ - $ $ 11,783 2.3 Beecher Concession Stand 908 Game Farm Rd. 2004 Frame 250 No 1 $ 61,294 $ 15,000 $ - $ $ 76,294 3.1 Public Library 902 Game Farm Rd. 1983 Frame 40,000 No 1 $ 6,125,272 $ 600,000 $ - $ $ 6,725,272 4.1 Beecher Comm.Park Backstop 24'(5) 901 Game Farm Rd. 2005 Frame $ - $ - $ - $ 18,000 $ 18,000 4.2 Beecher Comm.Park Sign 901 Game Farm Rd. 1995 Frame $ $ $ - $ 1,200 $ 1,200 4.3 Beecher Comm.Park Bench 901 Game Farm Rd. 2005 Frame $ $ $ - $ 1,500 $ 1,500 4.4 Beecher Comm.Park Bench-Team(10) 901 Game Farm Rd. 2005 Frame $ $ $ - $ 3,000 $ 3,000 4.5 Beecher Comm.Park Drinking Fountain 901 Game Farm Rd. 2005 Steel $ $ $ - $ 2,000 $ 2,000 4.6 Beecher Comm.Park Dugout#1 901 Game Farm Rd. 2001 Frame $ 5,620 $ $ - $ - $ 5,620 4.7 Beecher Comm.Park Dugout#2 901 Game Farm Rd. 2001 Frame $ 5,620 $ $ - $ - $ 5,620 4.8 Beecher Comm.Park Fencing 901 Game Farm Rd. 1993 Steel $ - $ $ - $ 9,400 $ 9,400 4.9 Beecher Comm.Park Picnic Tables(3) 901 Game Farm Rd. 1993 Frame $ $ $ - $ 5,100 $ 5,100 4.10 Beecher Comm.Park Playground Equipment 901 Game Farm Rd. 1995 Steel $ $ $ - $ 80,000 $ 80,000 5.1 Cannonball Park Basketball(3) 2087 Northland Ln. 2006 Steel $ $ $ - $ 5,250 $ 5,250 5.2 Cannonball Park Equip.Set 1 2087 Northland Ln. 2006 Steel $ $ $ - $ 40,000 $ 40,000 Non- 5.3 Cannonball Park Equip.Set 2 2087 Northland Ln. 2006 Combustible $ $ $ - $ 70,000 $ 70,000 Non- 5.4 Cannonball Park Gazebo 2087 Northland Ln. 2006 Combustible $ 12,666 $ $ - $ - $ 12,666 5.5 Cannonball Park Light 2087 Northland Ln. 2006 Steel $ - $ $ - $ 2,000 $ 2,000 5.6 Cannonball Park Monument 2087 Northland Ln. 2006 Cement $ $ $ - $ 20,000 $ 20,000 5.7 Cannonball Park Sign 2087 Northland Ln. 2006 Frame $ $ $ - $ 1,200 $ 1,200 5.8 Cannonball Park Trash Cans(2) 2087 Northland Ln. 2006 Steel $ $ $ - $ 1,000 $ 1,000 6.1 Cobb Park Playground&Swings 109 Colonial Pkwy. 2008 Steel $ $ $ - $ 36,633 $ 36,633 Cobb Park Playground Site Furnishings 109 Colonial Pkwy. 2008 Non $ 7,027 $ 7,027 6.2 Combustible $ $ $ 6.3 Cobb Park Playground Sign 109 Colonial Pkwy. 2008 Frame $ $ $ $ 944 $ 944 7.1 Fox Hill Subdivision Foot Bridge 1711 John St. 2000 Frame $ $ $ - $ 70,000 $ 70,000 8.1 Fox Hill Unit 1 Park 3 Bench Bleacher 1711 John St. 2000 Steel $ $ $ - $ 600 $ 600 8.2 Fox Hill Unit 1 Park Fencing-Ball Field 1711 John St. 2000 Steel $ $ $ - $ 4,000 $ 4,000 8.3 Fox Hill Unit I Park Player Benches 1711 John St. 2000 Steel $ $ $ - $ 1,500 $ 1,500 9.1 Fox Hill Unit 6 Park Basketball Hoops 1711 John St. 2000 Steel $ $ $ - $ 3,500 $ 3,500 9.2 Fox Hill Unit 6 Park Benches(2) 1474 Sycamore Rd. 2000 Steel $ $ $ - $ 1,500 $ 1,500 9.3 Fox Hill Unit 6 Park Garbage Receptacles 1474 Sycamore Rd. 2000 Steel $ $ $ - $ 1,500 $ 1,500 9.4 Fox Hill Unit 6 Park Lights 1474 Sycamore Rd. 2000 Steel $ $ $ - $ 10,000 $ 10,000 9.5 Fox Hill Unit 6 Park Picnic Tables(2) 1474 Sycamore Rd. 2000 Frame $ $ $ - $ 1,700 $ 1,700 W Mesirow Financial' Ed.11/17/2011 4.1 INSURANCE SERVICES The United City of United Yorkville Insurance Proposal Loc. Year Replacement Outdoor Total by No. Description Address Built Construction Sq.Ft. Sprinklered Stories Cost Building Contents EDP Property Location 9.6 Fox Hill Unit 6 Park Playground Equipment 1474 Sycamore Rd. 2000 Steel S $ $ - $ 70,000 $ 70,000 9.7 Fox Hill Unit 6 Park Soccer Goals 1474 Sycamore Rd. 2000 Steel $ $ $ - $ 5,000 $ 5,000 10.1 Gilbert Park Benches(3) Adrian&Washington 2006 Steel $ $ $ - $ 4,500 $ 4,500 10.2 Gilbert Park Equipment Adrian&Washington 2006 Steel $ $ $ - $ 60,000 $ 60,000 10.3 Gilbert Park Light Adrian&Washington 2006 Steel $ $ $ - $ 2,000 $ 2,000 10.4 Gilbert Park Sign Adrian&Washington 2006 Frame $ $ $ - $ 1,200 $ 1,200 10.5 Gilbert Park Trash Cans Adrian&Washington 2006 Steel $ $ $ - $ 500 $ 500 11.1 Hiding Spot Park Light 307 Park St. 2008 Steel $ $ $ - $ 2,000 $ 2,000 11.2 Hiding Spot Park Bench 307 Park St. 2008 Steel $ $ $ - $ 1,500 $ 1,500 11.3 Hiding Spot Park Picnic Tables(2) 307 Park St. 2008 Steel $ $ $ - $ 1,700 $ 1,700 11.4 Hiding Spot Park Play Equipment 307 Park St. 2008 Steel $ $ $ - $ 77,000 $ 77,000 11.5 Hiding Spot Park Playground Equipment 307 Park St. 2008 Steel $ $ $ - $ 60,000 $ 60,000 11.6 Hiding Spot Park Sign 307 Park St. 2008 Steel $ $ $ - $ 1,200 $ 1,200 11.7 Hiding Spot Park Swings 307 Park St. 2008 Steel $ $ $ - $ 3,000 $ 3,000 12.1 Kiwanis Park Basketball 1809 Country Hills Dr. 2004 Steel $ $ $ - $ 1,750 $ 1,750 12.2 Kiwanis Park Bench 1809 Country Hills Dr. 2004 Steel $ $ $ - $ 1,500 $ 1,500 12.3 Kiwanis Park Bench 1809 Country Hills Dr. 2004 Steel $ $ $ - $ 1,500 $ 1,500 12.4 Kiwanis Park Equipment 1809 Country Hills Dr. 2004 Steel $ $ $ - $ 60,000 $ 60,000 12.5 Kiwanis Park Fence 1809 Country Hills Dr. 2004 Steel $ $ $ - $ 1,500 $ 1,500 12.6 Kiwanis Park Lights(2) 1809 Country Hills Dr. 2004 Steel $ $ $ - $ 4,000 $ 4,000 12.7 Kiwanis Park Picnic Table 1809 Country Hills Dr. 2004 Steel $ - $ - $ - $ 1,700 $ 1,700 Non- 12.8 Kiwanis Park Shelter 1809 Country Hills Dr. 2004 Combustible 500 No 1 $ 5,818 $ $ - $ - $ 5,818 12.9 Kiwanis Park Signs(2) 1809 Country Hills Dr. 2004 Frame $ - $ $ - $ 2,400 $ 2,400 13.1 Park Maintenance Building 131 E.Hydraulic Ave. 1970 Masonry 2152 No 1 $ 133,748 $ 109,915 $ - $ - $ 243,663 Joisted 14.1 Park&Rec Office 201 W.Hydraulic Ave. 1985 Masonry 2000 No 1 $ 393,493 $ 73,205 $ - $ - $ 466,698 15.1 Raintree-Park A Vlg Paver Well 524 Parkside Ln. 1985 Steel $ - $ - $ - $ 3,440 $ 3,440 15.2 Raintree-Park A-Play Equipment 524 Parkside Ln. 1985 Steel $ $ $ - $ 33,800 $ 33,800 Non- 15.3 Raintree-Park B-Playground Equipment 524 Parkside Ln. 2011 Combustible $ $ $ - $ 120,669 $ 120,669 15.4 Raintree-Park B-Shelter 20'x 20' 524 Parkside Ln. 2011 Steel $ 22,000 $ $ - $ - $ 22,000 15.5 Raintree-Park B-PVC Tennis Fence/Backstop 524 Parkside Ln. 2011 Steel $ - $ $ - $ 37,976 $ 37,976 16.1 Price Park Basketball Hoop 525 Burning Bush Dr. 1999 Steel $ $ $ - $ 1,750 $ 1,750 16.2 Price Park Light 525 Burning Bush Dr. 1999 Steel $ $ $ - $ 2,000 $ 2,000 16.3 Price Park Bench-Metal(2) 525 Burning Bush Dr. 1999 Steel $ $ $ - $ 1,500 $ 1,500 16.4 Price Park Picnic Tables(3) 525 Burning Bush Dr. 1999 Steel $ $ $ - $ 1,700 $ 1,700 16.5 Price Park Playground Equipment 525 Burning Bush Dr. 1999 Steel $ $ $ - $ 70,000 $ 70,000 16.6 Price Park Sign 525 Burning Bush Dr. 1999 Frame $ $ $ - $ 1,200 $ 1,200 17.1 Purcell Park Light 325 Fairhaven Dr. 1997 Steel $ - $ $ - $ 2,000 $ 2,000 17.2 Purcell Park Benches(2) 325 Fairhaven Dr. 1997 Steel $ $ $ - $ 1,500 $ 1,500 17.3 Purcell Park Picnic Tables 325 Fairhaven Dr. 1997 Steel $ $ $ - $ 1,700 $ 1,700 17.4 Purcell Park Playground Equipment 325 Fairhaven Dr. 1997 Steel $ $ $ - $ 60,000 $ 60,000 17.5 Purcell Park Sign 325 Fairhaven Dr. 1997 Frame $ $ $ - $ 1,200 $ 1,200 Mesirow Ed.11/17/2011 oir 4.2 Fnancid INSURANCE SERVICES The United City of United Yorkville Insurance Proposal Loc. Year Replacement Outdoor Total by No. Description Address Built Construction Sq.Ft. Sprinklered Stories Cost Building Contents EDP Property Location 18.1 Rice Park Bench 545 Poplar Dr. 2004 Steel S $ $ - $ 2,000 $ 2,000 18.2 Rice Park Equipment 545 Poplar Dr. 2004 Steel $ $ $ - $ 60,000 $ 60,000 18.3 Rice Park Funnelball 545 Poplar Dr. 2004 Steel $ $ $ - $ 1,200 $ 1,200 18.4 Rice Park Picnic Tables(2) 545 Poplar Dr. 2004 Steel $ $ $ - $ 3,000 $ 3,000 Non- 18.5 Rice Park Shelter 545 Poplar Dr. 2004 Combustible 500 No 1 $ 1,700 $ $ - $ - $ 1,700 18.6 Rice Park Sign 545 Poplar Dr. 2004 Steel $ - $ - $ - $ 2,000 $ 2,000 18.7 Rice Park Traffic Lamps(2) 545 Poplar Dr. 2004 Steel $ - $ $ - $ 4,000 $ 4,000 19.1 River Front Park Building Rec Office 301 Hydraulic 2003 Frame 1224 No 1 $ 163,337 $ 40,000 $ - $ - $ 203,337 19.2 River Front Park Lights(24) 201 E.Hydraulic St. 1999 Steel $ - $ - $ - $ 40,800 $ 40,800 19.3 River Front Park Pavilion 201 E.Hydraulic St. 1999 Frame 500 No 1 $ 65,111 $ $ - $ - $ 65,111 Non- 19.4 River Front Park Picnic Table Shelters 201 E.Hydraulic St. 1999 Combustible 500 No 1 $ 12,000 $ $ - $ - $ 12,000 19.5 River Front Park Picnic Tables(3) 201 E.Hydraulic St. 1998 Steel $ - $ $ - $ 1,700 $ 1,700 19.6 River Front Park Playground Equipment 201 E.Hydraulic St. 1999 Steel $ $ $ - $ 60,000 $ 60,000 19.7 River Front Park Benches(9) 201 E.Hydraulic St. 1997 Steel $ $ $ - $ 1,500 $ 1,500 19.8 River Front Park Block Fountain 201 E.Hydraulic St. 1999 Concrete $ $ $ - $ 10,000 $ 10,000 19.9 River Front Park Block Planters 201 E.Hydraulic St. 1999 Concrete $ $ $ - $ 12,000 $ 12,000 19.10 River Front Park Concrete Planters 201 E.Hydraulic St. 1999 Concrete $ $ $ - $ 1,800 $ 1,800 19.1 River Front Park Drinking Fountain 201 E.Hydraulic St. 1999 Steel $ $ $ - $ 2,000 $ 2,000 19.1 River Front Park Fencing 201 E.Hydraulic St. 1999 Steel $ $ $ - $ 35,000 $ 35,000 19.1 River Front Park Flag Poles 201 E.Hydraulic St. 1999 Steel $ $ $ - $ 10,500 $ 10,500 19.1 River Front Park Garbage Cans(10) 201 E.Hydraulic St. 1999 Steel $ $ $ - $ 5,000 $ 5,000 20.1 Rotary Park Back Stop 2775 Grande Trail 2004 Steel $ $ $ - $ 15,000 $ 15,000 20.2 Rotary Park Sign 2775 Grande Trail 2004 Frame $ $ $ - $ 1,200 $ 1,200 20.3 Rotary Park Benches(3) 2775 Grande Trail 2004 Steel $ $ $ - $ 4,500 $ 4,500 20.4 Rotary Park Bleachers(2) 2775 Grande Trail 2004 Steel $ $ $ - $ 1,600 $ 1,600 20.5 Rotary Park Cable Ride 2775 Grande Trail 2004 Steel $ $ $ - $ 12,000 $ 12,000 20.6 Rotary Park Equipment 2775 Grande Trail 2004 Steel $ $ $ - $ 7,000 $ 7,000 20.7 Rotary Park Fountain 2775 Grande Trail 2004 Steel $ $ $ - $ 2,000 $ 2,000 20.8 Rotary Park Lights(8) 2775 Grande Trail 2004 Steel $ $ $ - $ 16,000 $ 16,000 20.9 Rotary Park Player Benches(2) 2775 Grande Trail 2004 Steel $ $ $ - $ 1,000 $ 15000 Non- 20.10 Rotary Park Shelter 2775 Grande Trail 2004 Combustible $ 13,441 $ $ - $ - $ 13,441 21.1 Sleezer Park Benches(2) 837 Homestead Dr. 2002 Steel $ - $ $ - $ 1,500 $ 1,500 21.2 Sleezer Park Light 837 Homestead Dr. 2002 Steel $ $ $ - $ 2,000 $ 2,000 21.3 Sleezer Park Playground Equipment 837 Homestead Dr. 2002 Steel $ $ $ - $ 70,000 $ 70,000 21.4 Sleezer Park Signs(2) 837 Homestead Dr. 2002 Steel $ $ $ - $ 2,500 $ 2,500 22.1 Stepping Stone Park Play Equipment 3152 Grande Trail 2007 Steel $ $ $ - $ 100,075 $ 100,075 22.2 Stepping Stone Park Play Equipment 3152 Grande Trail 2007 Steel $ $ $ - $ 100,045 $ 100,045 Non- 22.3 Stepping Stone Park Shelter 3152 Grande Trail 2007 Combustible 500 No 1 $ 8,734 $ $ - $ - $ 8,734 23.1 Stevens Bridge Park Backstop&Fencing 3651 Kennedy Rd. 2007 Steel $ - $ $ - $ 120,156 $ 120,156 IFA Ed.11/17/2011 4.3 Mesirow Financial INSURANCE SERVICES The United City of United Yorkville Insurance Proposal Loc. Year Replacement Outdoor Total by No. Description Address Built Construction Sq.Ft. Sprinklered Stories Cost Building Contents EDP Property Location Joisted 23.2 Stevens Bridge Park Concession Stands 3651 Kennedy Rd. 2007 Masonry 500 No 1 $ 116,915 $ 5,800 $ - $ $ 122,715 23.3 Stevens Bridge Park Lights 3651 Kennedy Rd. 2007 Steel $ - $ - $ - $ 420,365 $ 420,365 23.4 Stevens Bridge -play equipment 3651 Kennedy Rd. 2007 Steel $ - $ - $ - $ 104,706 $ 104,706 24.1 Parks Storage Shed 201 W.Hydraulic Ave. 2007 Frame 50 No 1 $ 5,283 $ 3,800 $ - $ - $ 9,083 25.1 Sunflower Park Benches(4) 1785 Walsh Dr. 2006 Steel $ - $ - $ - $ 6,000 $ 6,000 25.2 Sunflower Park Equipment 1785 Walsh Dr. 2006 Steel $ $ $ - $ 70,000 $ 709000 25.3 Sunflower Park Light 1785 Walsh Dr. 2006 Steel $ $ $ - $ 2,000 $ 29000 25.4 Sunflower Park Picnic Tables(2) 1785 Walsh Dr. 2006 Steel $ $ $ - $ 3,400 $ 3,400 25.5 Sunflower Park Planters(3) 1785 Walsh Dr. 2006 Steel $ $ $ - $ 1,500 $ 19500 25.6 Sunflower Park Sign 1785 Walsh Dr. 2006 Frame $ $ $ - $ 1,200 $ 1,200 25.7 Sunflower Park Trash Can 1785 Walsh Dr. 2006 Steel $ $ $ - $ 600 $ 600 Non- 26.1 Park Tin Storage Shed 1785 Walsh Dr. 1998 Combustible 500 No 1 $ $ 14,680 $ - $ - $ 14,680 27.1 Town Square Park Drinking Fountain 301 N.Bridget St. 1998 Steel $ $ - $ - $ 2,000 $ 2,000 27.2 Town Square Park Flag Pole 301 N.Bridget St. 1998 Steel $ $ $ - $ 3,500 $ 3,500 27.3 Town Square Park Garbage Cans(5) 301 N.Bridget St. 1998 Steel $ $ $ - $ 2,500 $ 2,500 27.4 Town Square Park Gazebo 301 N.Bridget St. 1990 Frame 100 No 1 $ 22,400 $ $ - $ - $ 229400 27.5 Town Square Park Lights 301 N.Bridget St. 1998 Steel $ - $ $ - $ 22,000 $ 22,000 27.6 Town Square Park Monument 301 N.Bridget St. 1960 Steel $ $ $ - $ 35,000 $ 35,000 27.7 Town Square Park Sign 301 N.Bridget St. 1990 Frame $ $ $ - $ 1,200 $ 1,200 27.8 Town Square Park Sign/Announce Board 301 N.Bridget St. 1998 Frame $ $ $ - $ 800 $ 800 28.1 Van Emmon Park Backstop 24'-Metal 374 E.Van Emmon Rd. 2003 Steel $ $ - $ - $ 3,500 $ 39500 28.2 Van Emmon Park Bench-Team Metal(2) 374 E.Van Emmon Rd. 1999 Steel $ $ $ - $ 1,000 $ 19000 28.3 Van Emmon Park Fencing 374 E.Van Emmon Rd. 1999 Steel $ $ $ - $ 1,850 $ 1,850 28.4 Van Emmon Park Sign 374 E.Van Emmon Rd. 1999 Steel $ $ $ - $ 1,200 $ 1,200 Whispering Meadows Park Burlington 29.1 Caboose-1967 Wissmiller Rd. 1967 Steel&Wood 250 No 1 $ $ - $ - $ 10,500 $ 109500 Non- 30.1 Booster Pry Station Raintree 1908 Raintree Rd. 2005 Combustible 250 No 1 $ $ $ - $ 378,075 $ 378,075 Non- 31.1 Central Booster Pump 101 E.Beaver St. 1986 Combustible 250 No 1 $ $ $ - $ 370,000 $ 370,000 Non- 32.1 Countryside Lift Station 1975 N.Bridge St. 2007 Combustible 250 No 1 $ $ $ - $ 1,530,000 $ 1,530,000 33.1 Public Works Garage Tower Rd. 1980 Frame 500 No 1 $ 55,089 $ $ - $ - $ 55,089 Non- 34.1 Public Works Lift Station 101 Bruell St. 2005 Combustible 150 No 1 $ - $ $ - $ 541,000 $ 541,000 Non- 35.1 Public Works Lift Station 276 Windham Circle 2002 Combustible 150 No 1 $ $ - $ - $ 203,693 $ 203,693 Non- 36.1 Public Works Lift Station 420 Fairhaven Lane 1994 Combustible 150 No 1 S $ $ $ 100,794 $ 100,794 Non- 37.1 North Booster Pump 1991 Cannonball Trail 2005 Combustible 150 No 1 $ 60,000 $ 300,000 $ - $ - $ 360,000 IFA Ed.11/17/2011 4.4 Mesirow Financial' INSURANCE SERVICES The United City of United Yorkville Insurance Proposal Loc. Year Replacement Outdoor Total by No. Description Address Built Construction Sq.Ft. Sprinklered Stories Cost Building Contents EDP Property Location Non- 38.1 North Central Pry Station Kennedy Rd 2007 Combustible 150 No 1 S 35,000 $ 150,000 $ - $ - $ 185,000 Non- 39.1 Public Works North Tower 4600 N.Bridge St. 2004 Combustible 150 No 1 $ - $ - $ - $ 1,374,304 $ 1,374,304 Non- 40.1 Public Works Office&Garage Tower Rd. 1976 Combustible 7086 No 1 $ 474,352 $ 50,080 $ - $ - $ 524,432 Non- 41.1 Public Works Pry Station 2009 S.Bridge St. 2005 Combustible 250 No 1 $ 35,000 $ 150,000 $ - $ - $ 185,000 102 Schoolhouse/ Non- 42.1 Raintree Village Tower 2224 Tremont 2005 Combustible 250 No 1 $ $ - $ - $ 1,600,000 $ 1,600,000 43.1 Salt Storage Building 610 Tower Rd. 1981 Frame 1700 No 1 $ 36,970 $ $ - $ - $ 36,970 Non- 44.1 Treatment Facility Well 3&4 610 Tower Lane 2007 Combustible 100 No 1 $ - $ $ - $ 3,000,000 $ 3,000,000 Non- 45.1 Treatment Facility Well 7 2224 Tremont 2004 Combustible 100 No 1 $ $ $ - $ 1,665,417 $ 1,665,417 Non- 46.1 Treatment Facility Well 8&9 3299 Lehman Crossing 2005 Combustible 100 No 1 $ $ $ - $ 3,000,000 $ 3,000,000 47.1 Water Tower Northeast 3299 Lehman Crossing 2005 Steel $ $ $ - $ 1,800,000 $ 1,800,000 48.1 Water Tower North Central 610 Tower Lane 1974 Steel $ $ $ - $ 750,000 $ 750,000 49.1 Water Tower South Central Route 71 West of Wildwood 1987 Steel $ $ $ - $ 1,559,200 $ 1,559,200 Non- 50.1 Well 3 Incl Equipment Alley Off Rte 47 1950 Combustible 100 No 1 $ $ $ - $ 77,847 $ 77,847 Non- 51.1 Well 4 Incl Equipment 610 Tower Lane 1974 Combustible 100 No 1 $ $ $ - $ 652,847 $ 652,847 52.1 BLANK Non- 53.1 Well 8 Incl Equipment 3299 Lehman Crossing 2005 Combustible 100 No 1 $ $ $ - $ 530,000 $ 530,000 Non- 54.1 Well 9 2921 Bristol Ridge Rd. 2005 Combustible 100 No 1 $ $ $ - $ 475,000 $ 475,000 Non- 55.1 Recreation Center Contents 202 E.Countryside Parkway 2008 Combustible $ $ 347,260 $ - $ - $ 347,260 56.1 Green's Standard Filling Station Park(Autumn 2376 Autumn Creek Boulevard 2008 Steel $ 44,813 $ 44,813 Creek)Playground $ $ - $ 56.2 Green's Standard Filling Station Park(Autumn 2376 Autumn Creek Boulevard 2008 Steel $ 4,631 $ 4,631 Creek)Swings $ $ $ 56.3 Green's Standard Filling Station Park(Autumn 2376 Autumn Creek Boulevard 2008 Steel $ 12,265 $ 12,265 Creek)Truck,Roadster,Gas Pumps $ $ $ 56.4 Green's Standard Filling Station Park(Autumn 2376 Autumn Creek Boulevard 2008 Steel $ 7,027 $ 7,027 Creek)Site Furnishings $ $ $ 56.5 Green's Standard Filling Station Park(Autumn 2376 Autumn Creek Boulevard 2008 Steel $ 2,114 $ 2,114 Creek)Lights $ $ $ 56.6 Green's Standard Filling Station Park(Autumn 2376 Autumn Creek Boulevard 2008 Frame $ 944 $ 944 Creek)Sign $ $ $ A M esi row Financial' Ed.11/17/2011 4.5 INSURANCE SERVICES The United City of United Yorkville Insurance Proposal Loc. Year Replacement Outdoor Total by No. Description Address Built Construction Sq.Ft. Sprinklered Stories Cost Building Contents EDP Property Location Green's Standard Filling Station Park(Autumn 56.7 Creek) 2376 Autumn Creek Boulevard 2008 Frame $ 6,300 $ 6,300 Baseball Back Stop S S $ - Green's Standard Filling Station Park(Autumn 56.8 Creek) 2376 Autumn Creek Boulevard 2008 Steel $ 624 $ 624 Player Benches S S $ - Green's Standard Filling Station Park(Autumn 56.9 Creek) 2376 Autumn Creek Boulevard 2008 Steel $ 11,153 $ 11,153 Skate Park Improvements S $ $ Green's Standard Filling Station Park(Autumn 56.10 Creek) 2376 Autumn Creek Boulevard 2008 Steel $ 17,505 $ 17,505 Shelter $ $ - $ 57.1 Bristol Bay A Park Playground(5-12 age)& 2010 Steel $ $ $ $ 54,119 $ 54,119 Swings 57.2 Bristol Bay A Park Playground(2-5 age) 2010 Steel $ $ $ - $ 10,756 $ 10,756 57.3 Bristol Bay A Park Playground Site Furnishings 2008 Steel $ $ $ 57.4 Bristol Bay A Park Playground Shelter 2008 Steel $ $ - $ $ 9,140 $ 9,140 58.1 Heartland Circle Junior Women's Club Park 1267 Taus Circle 2008 Steel $ 50,000 $ 50,000 Playground&Swings $ $ $ 58.2 Heartland Circle Junior Women's Club Park 1267 Taus Circle 2008 Steel $ 32,220 $ 32,220 Basketball Court and Goals $ $ $ 58.3 Heartland Circle Junior Women's Club Park 1267 Taus Circle 2008 Steel $ 594 $ 594 Backhoe Digger $ $ $ 58.4 Heartland Circle Junior Women's Club Park Site 1267 Taus Circle 2008 Steel $ 4,857 $ 4,857 Furnishings $ $ $ 58.5 Heartland Circle Junior Women's Club Park Lights 1267 Taus Circle 2008 Steel $ $ $ $ 1,200 $ 1,200 58.6 Heartland Circle Junior Women's Club Park Sign 1267 Taus Circle 2008 Steel $ $ $ $ 944 $ 944 58.7 Heartland Circle Junior Women's Club Park Skate 1267 Taus Circle 2008 Steel $ 11,858 $ 11,858 Park Improvements $ $ $ 58.8 Heartland Circle Junior Women's Club Park 1267 Taus Circle 2008 Steel $ $ 8,870 $ 8,870 Heartl $ $ 59.1 Bristol Station Park(Whispering Meadows) 2753 Alan Dale Lane 2007 Steel $ 12,997 $ 12,997 Playground(2-5 age) $ $ $ 59.2 Bristol Station Park(Whispering Meadows) 2753 Alan Dale Lane 2007 Steel $ 49,686 $ 49,686 Playground(5-12 age) $ $ $ 59.3 BwinosStation Park(Whispering Meadows) 2753 Alan Dale Lane 2007 Steel $ $ $ $ 7,056 $ 7,056 Swings 59.4 Station Park(Whispering Meadows) 2753 Alan Dale Lane 2007 Steel $ $ 27,794 $ 27,794 Shelter $ $ 59.5 Arch 1 Station Park(Whispering Meadows)Entry 2753 Alan Dale Lane 2007 Steel $ $ $ $ 7,500 $ 7,500 PFA Ed.11/17/2011 4.6 Mesirow Financial INSURANCE SERVICES The United City of United Yorkville Insurance Proposal Loc. Year Replacement Outdoor Total by No. Description Address Built Construction Sq.Ft. Sprinklered Stories Cost Building Contents EDP Property Location 59.6 Bristol Station Park(Whispering Meadows)Site 2753 Alan Dale Lane 2007 Steel $ 7,899 $ 7,899 Furnishings $ - $ $ 59.7 Bristol Station Park(Whispering Meadows)Lights 2753 Alan Dale Lane 2007 Steel $ $ $ $ 6,188 $ 6,188 59.8 Bristol Station Park(Whispering Meadows)Sign 2753 Alan Dale Lane 2007 Frame $ $ $ $ 944 $ 944 59.9 Bristol Station Park(Whispering Meadows) 2753 Alan Dale Lane 2007 Steel $ 37,200 $ 37,200 Baseball Field and Back Stop $ $ $ 59.10 Bristol Station Park(Whispering Meadows) 2753 Alan Dale Lane 2007 Steel $ 1,694 $ 1,694 Bleachers and Player Benches $ $ $ 60.1 Riemenschneider Park(Prairie Meadows) 600 Hayden Drive 2007 Steel $ 27,500 $ 27,500 Playground(2-5 age)&Swings $ $ $ 60.2 Riemenschneider Park(Prairie Meadows) 600 Hayden Drive 2007 Steel $ 23,579 $ 23,579 Playground(5-12 age)&Swings $ $ $ 60.3 e $Riemenschneider Park(Prairie Meadows)Spray 600 Hayden Drive 2007 Steel $ $ $ 30,005 $ 30,005 60.4 Riemenschneider Park(Prairie Meadows)Shelter 600 Hayden Drive 2007 Steel $ $ $ $ 17,500 $ 17,500 60.5 Supernova,Riemenschneider Park(Prairie Meadows) 600 Hayden Drive 2007 Steel $ $ $ $ 5,400 $ 5,400 60.6 Riemenschneider Park(Prairie Meadows)Site 600 Hayden Drive 2008 Steel $ 6,174 $ 6,174 Furnishings $ $ $ 60.7 Riemenschneider Park(Prairie Meadows)Lights 600 Hayden Drive 2008 Steel $ $ $ $ 3,840 $ 3,840 60.8 Riemenschneider Park(Prairie Meadows)Sign 600 Hayden Drive 2008 Steel $ $ $ - $ 1,273 $ 1,273 60.9 Riemenschneider Park(Prairie Meadows)Baseball 600 Hayden Drive 2008 Steel $ 4,940 $ 4,940 Field and Back Stop $ $ $ 60.10 Riemenschneider Park(Prairie Meadows)Electric 600 Hayden Drive 2008 Steel $ $ $ - $ 660 $ 660 61.1 Wheaton Woods 205 Wheaton Avenue 2009 Steel $ $ $ - $ 10,385 $ 10,385 62.1 Public Works Garage(Frame Building) 185 Wolf Street 2008 Frame 10,000 No 1 $ 1,300,000 $ - $ - $ - $ 1,300,000 63.1 Historic Jail-will be used for a museum 111 W.Madison St. 1910 Frame 5,000 No 3 $ 362,000 $ 500 $ - $ - $ 362,500 $ 14,883,907 $ 2,450,238 $ - $ 22,745,645 $ 40,079,790 Ed.11/17/2011 4.7 Mesirow Financial' INSURANCE SERVICES The United City of Yorkville Insurance Proposal Vehicle Schedule Number Year Make Model VIN Value Department 1 2002 Chevrolet Impala 306632 $11,217 POL 2 2007 Ford Explorer B50282 $19,537 ENG 3 2007 Ford Explorer B50281 $19,537 ENG 4 2005 Ford F250 C28484 $22,060 ENG 5 2004 Ford Pickup Truck A79086 $18,836 ENG 6 2001 Aluma Ltd Trailer 001671 $700 POL 7 2003 Chevrolet Impala 109327 $14,902 POL 8 2004 Chevrolet Impala 416120 $16,598 POL 9 2006 Chevrolet Impala 356611 $18,858 POL 10 2006 Chevrolet Impala 360558 $21,123 POL 11 2007 Chevrolet Impala 417933 $18,656 POL 12 2007 Chevrolet Impala 418282 $18,656 POL 13 2009 Chevrolet Impala 252152 $19,340 POL 14 2000 Chevrolet Silverado-K1500 402387 $9,125 POL 15 1994 Chevrolet Sportvan 118689 $1,000 POL 16 2005 Chevrolet Tahoe 232189 $28,709 POL 17 2006 Dodge Charger 511142 $19,668 POL 18 2003 Ford Crown Victoria 119357 $16,557 POL 19 2007 Ford Crown Victoria 102141 $19,053 POL 20 2007 Ford Crown Victoria 102142 $19,053 POL 21 2008 Ford Crown Victoria 142870 $21,914 POL 22 2009 Ford Crown Victoria 115720 $21,354 POL 23 2011 Ford Crown Victoria 2FABP7BV8BX102002 $21,155 POL 24 2011 Ford Crown Victoria 2FABP7BVXBX102003 $21,155 POL 25 1999 Ford Expedition B50930 $10,000 POL 26 2004 Ford Expedition A17301 $25,626 POL 27 2008 Ford Explorer A17066 $21,310 POL 28 2003 Haulmark Trailer 112082 $2,200 POL 29 2003 Chevrolet Impala 274284 $13,000 PRK 30 2006 Dodge Grand Caravan 731334 $16,000 PRK 31 2007 Doolittle Trailer 072481 $2,995 PRK 32 2004 Ford F150 A79916 $11,000 PRK 33 2003 Ford F150 A61524 $12,597 PRK 34 2005 Ford F350 C37003 $28,000 PRK All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ed.11/17/11 4.8 Mesirow Financia[ INSURANCE SERVICES The United City of Yorkville Insurance Proposal Vehicle Schedule VEHICLE SCHEDULE (CON'T) Number Year Make Model VIN Value Department 35 2007 Ford F350 A13941 $30,940 PRK 36 2007 Ford F350 A13940 $31,072 PRK 37 2008 Ford F350 A08412 $22,795 PRK 38 2008 Ford F350 A08414 $22,795 PRK 39 2008 Ford F350 A08413 $22,795 PRK 40 2003 Ford F350 D42302 $29,440 PRK 41 2003 Ford F350 D42301 $22,530 PRK 42 2008 Ford F350 D44867 $21,635 PRK 43 2005 Ford Taurus 155061 $12,000 PRK 44 2000 GMC Safari Van 540252 $5,000 PRK 45 2000 Homemade Trailer $5,000 PRK 46 2004 Tarco Trailer 174M02 $8,000 PRK 47 2002 United Express Trailer 58109 $2,000 PRK 48 1998 Cronkhite Trailer-2 axel 16x7 101575 $3,000 PWRK 49 2006 F550 Aerial Lift Truck C54524 $69,270 PWRK 50 2004 Ford F150 A17005 $12,500 PWRK 51 2008 Ford F150 D16085 $17,225 PWRK 52 2003 Ford F150 A55586 $17,000 PWRK 53 2007 Ford F250 A47544 $30,000 PWRK 54 2007 Ford F250 A47543 $30,000 PWRK 55 2003 Ford F350 A32518 $35,000 PWRK 56 2008 Ford F350 D57177 $37,300 PWRK 57 2008 Ford F350 D57176 $23,000 PWRK 58 2005 Freightliner Truck-HC80 N04463 $143,900 PWRK 59 Haulmark Trailer-Enclosed(TH85/ 105515 $5,000 PWRK 20WT3) 60 2004 International Dump Truck 092578 $220,375 PWRK 61 2008 International Dump Truck 648495 $99,666 PWRK 62 2006 International Truck 218804 $89,068 PWRK 63 2007 International Truck-7400 429772 $87,825 PWRK 64 2007 International Truck-7400 429771 $87,825 PWRK 65 2008 International Truck-7400 648496 $110,814 PWRK 66 2004 Mac Lander Trailer 005505 $2,000 PWRK 67 1998 Towmaster Trailer-Single axel 12' 160456 $2,000 PWRK 68 1993 Doolittle Trailer 019515 $1,000 PRK 69 2008 Doolittle Trailer 79941 $3,274 PRK 70 2002 Ford F350 D27323 $38,000 STR 71 2004 Ford F350 D64867 $36,000 STR All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. w nI Ed.11/17/11 a.s Mesirow Financial® INSURANCE SERVICES The United City of Yorkville Insurance Proposal Vehicle Schedule VEHICLE SCHEDULE (CON'T) Number Year Make Model VIN Value Department 72 2004 International Dump Truck 083169 $72,000 STR 73 2004 International Dump Truck 020059 $76,000 STR 74 2006 International Dump Truck 218803 $45,525 STR 75 2003 International Truck 052563 $75,000 STR 76 2005 Ford F350 C37004 $54,841 SWR 77 2003 Ford F350 D42303 $39,000 WTR 78 2001 Ford Focus ZTS 1FAHP3830IW253709 $2,800 PD 79 1997 Cadillac Deville 1G6KD54Y1VIJ248741 $0 PD 80 2011 Harley Ultra Classic Electra Glide 1HDIFMM18BB676733 $30,000 PD Davidson Police 81 2011 Harley Ultra Classic Electra Glide IHDIFMM17BB676030 $30,000 PD Davidson Police 82 2002 Chevrolet 1GCHK29G12E265539 $2,423,701 All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. w nI Ed.11/17/11 4.10 Mesirow Financial® INSURANCE SERVICES The United City of Yorkville Insurance Proposal Driver Schedule Number Last Name First Name License Number Department I Carlyle Mitchell Police 2 Delaney David Police 3 Goldsmith Ryan Police 4 Grimes Tom Police 5 Hart Richard Police 6 Hart Robbie Police 7 Hayes Christoper Police 8 Helland Jonathon Police 9 Hilt Larry Police 10 Hunter John Police 11 Jeleniewski Andrew Police 12 Johnson Jeffrey Police 13 Ketchmark Matthew Police 14 Police 15 Klingel Terry Police 16 Kolowski Timothy Police 17 Mcmahon Patrick Police 18 Mikolasek Raymond Police 19 Mott Stacey Police 20 Pfizenmaier Behr Police 21 Pleckham Daniel Police 22 Presnak James Police 23 Schwartzkopf Donald Police 24 Stroup Samuel Police 25 Arentsen Dale Police 26 Kline Steve Police 27 Page Dale Police 28 Arnfelt Luke Parks 29 Brown David Parks 30 Gawrych Kristopher Parks 31 Horner Ryan Parks 32 Houle Anthony Parks All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ed.11/17/11 4.11 Mesi row Financia[ INSURANCE SERVICES The United City of Yorkville Insurance Proposal Inland Marine Schedule DRIVER SCHEDULE (CON'T) Number Last Name First Name License Number Department 33 Jackson Jamie Parks 34 Scodro Peter Parks 35 Scott William Parks 36 Sleezer Scott Parks 37 Evans Timothy Recreation 38 Redmon Steven Recreation 39 Reisinger Barbara Recreation 40 Rosborough Shay Recreation 41 Collins Jr Albert Streets 42 Dhuse Eric Streets 43 Henne Durken Streets 44 Seng Matthew Streets 45 Sleezer John Streets 46 Weber Robert Streets 47 Behrens David Sewer 48 Medina Tony Sewer 49 Tate Thomas Sewer 50 Behrens Brett Water 51 Lawrentz Kevin Water 52 Moore Joe Water 53 Waters Michael Water 54 Hardin Mark C. Development 55 Severson Jeffrey C. Development All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions. Additional limits and/or changes may be available after review and acceptance by insurer. P' Ed.4,11,2011 4.12 Mesirow Financial INSURANCE SERVICES The United City of Yorkville Insurance Proposal Inland Marine Schedule $10,000 AND GREATER PER ITEM Number Year Make Model VIN Value Department 1 2007 Caterpillar 930G Wheel Loader R03117 $126,750 PWRK 2 2000 Caterpillar Backhoe-436C R01868 $85,000 PWRK 3 2007 Caterpillar Backhoe-420E W01344 $76,000 PWRK 4 2004 Toro Mower-GM4000 000528 $40,857 PRK 5 2008 Toro Ground Master 4000-D/Wing- 000136 $36,087 PRK Style 6 2004 Tarco Leaf Vacuum-M02-4-04(Tarrant) XX-8174 $35,500 PWRK 7 2002 Alpha Trailer-Speed Monitor 597032 $22,190 POL 8 Trailer-Speed Monitor 597034 $20,300 POL 9 1998 Wolfpack AVR4000 Roller 898069 $18,000 PWRK 10 Map Plotter $19,882 POL 11 1995 Jacobsen 72"Mower-Turf Cat 66148 $15,000 PRK 12 Truck Scales(2 sets/4 per set) $30,000 POL 13 1999 John Deere 460 /4500 Tractor 253566 $13,000 PWRK 14 2003 Smith Co. Ball Field Groomer 12640 $11,000 PRK 15 2000 Grasshopper Mower w/Vacuum/721 d 115648 $10,000 PRK 16 2004 Sokia Crash Total Station $9,999 POL 17 Toro Z-Turn Mower-Zero Turn 72" 000275 $9,388 PRK 18 2003 Toro Mower-Mid-Size Turf Cat 287L 006075 $9,500 PRK 19 2005 Toro Workman/Utility Cart $9,000 PRK 20 2005 Push Camera Gator Cam $7,800 PWRK 21 2007 Terex RL4000 Light Tower 071080 $7,500 POL 22 Bobcat Grader 000633 $6,250 PWRK 23 Speed Sign(Fixed/Located $5,503 POL Downtown) 24 1980 Massey Ferguson Tractor-MF1030 41486 $5,000 PRK 25 Pressure Washer $5,000 PWRK 26 Harley Power Box Rake T-6 6YA018 $5,000 PWRK 27 Bobcat S300 P36864 $36,000 PWRK 28 2005 Proline 36-Walk-Behind/36" 000105 $3,500 PRK 29 2008 John Deere 3320/Utility Tractor 140285 $15,000 PRK 30 VRM's(in-car modems) (xl4) $56,000 POL 31 MDT's(in-car computers) (x14) $56,000 POL $806,006 All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ed.11/17/11 4.13 Mesirow Financia[ INSURANCE SERVICES The United City of Yorkville Insurance Proposal Inland Marine Schedule UNDER$5,000 Number Year Make Model VIN Value Department 1 1999 Alamo SHD88 Mower 16069 $4,100 PWRK 2 Digital Patrollers(14) $70,000 POL 3 Honda M-50 Generator 107913 $1,500 PWRK 4 1995 Jacobsen Mower w/Wing Style 03-6315 $4,000 PRK 5 Colt M-16 Al (5) List on File $4,000 POL 6 2005 Toro Line Painter- 1200 $3,479 PRK 7 Ultralyte Speed Detection Laser $3,300 POL 8 Honda 3"Trash Pump WT3OX 537860 $1,500 PWRK 9 2003 Ryan Sod Cutter- 18" $3,000 PRK 10 Squad Lights-LED's $3,000 POL 11 1992 Dynapac LF140 Compactor 400013 $1,800 PWRK 12 Zephyr Antenna Kit 251419 $2,525 POL 13 Mueller Tapping Machine(x2) $5,000 PWRK 14 Valve Operator $2,500 PWRK 15 1998 Landa #7-00033 Pressure Washer 555111 $2,500 PWRK 16 Campbell/Hausefield Air Compressor 2-00028 $1,500 PWRK #C1103120HB 17 Miller Millermatic 250X Welder 082627 $2,000 PWRK 18 1993 Motorola Radio(2) $2,000 POL 19 Calvary Arms Rifles AR-15/M-4(2) List on File $1,600 POL 20 A-15 DPMS Rifles(2) List on File $1,600 POL 21 Pipe Laser $1,500 PWRK 22 Radar Set-Golden Eagle $9,600 POL (x12) 23 1993 Radar Set-Hand Held(xl) $1,300 POL 24 1989 Homelite 3"Trash Pump RTP3 510033 $1,000 PWRK 25 1990 Air-Pak $1,000 PWRK 26 Gill Landscape Equipment 112752 $1,000 PWRK 27 American Air Compressor L6560V $1,000 PWRK 28 Flatbed Wagon $1,000 PWRK 29 1992 Motorola Radiophone(Low Band) $750 POL 30 Boss RT3 Straight Blade Snow 8'0" $14,800 PWRK Plow(x4) 31 Stihl Chainsaw(x4) $3,000 PWRK 32 1999 XM15 Rifle w/Light(12) List on File $9,600 POL 33 Squad Radios/High-Band $10,500 POL (x21) 34 Remington Shotgun- 12 Gauge(14) List on File $6,300 POL All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions. Additional limits and/or changes may be available after review and acceptance by insurer. P' Ed.4/11/2011 4.14 Mesirow Financial INSURANCE SERVICES The United City of Yorkville Insurance Proposal Inland Marine Schedule UNDER$5,000(CON'T) Number Year Make Model VIN Value Department 35 Boss RT3 Straight Blade Snow 8'6" $30,400 PWRK Plow(x8) 36 Springfield M-14 Rifle(5) List on File $6,000 POL 37 Bicycle(5) $5,700 POL 38 Woods Gill GHT60 Rototiller 626830 $1,800 PWRK 39 Cosmo S-50OU Fertilizer Spreader 601257 $600 PWRK 40 Massey Ferguson MF1026 Snow Plow 000209 $2,000 PWRK 41 Bobcat Breaker B950 012164 $7,000 PWRK 42 Bobcat Pallet Forks 712927 $600 PWRK 43 Bobcat 74"Tooth Bucket 731421 $1,000 PWRK 44 Bobcat 74"Utility Bucket 732305 $700 PWRK 45 Bluebird S22 Seeder(S22H5DA) 329413 $1,400 PWRK 46 Shindaiwa Weedwip T230X 107322 $350 PWRK 47 Shindaiwa Weedwip,S230 143469 $350 PWRK 48 Lincoln Arc Welder AC-225 9422-604 $400 PWRK 49 Tru-Drill Press#921F 9082 $400 PWRK 50 4.5"Bandsaw 112740 $250 PWRK 51 Boss RT3 Straight Blade Snow 716" $3,600 PWRK Plow(x I) 52 Honda 3"Trash Pump WT3OX 846493 $1,500 PWRK 53 Woods Gill AeratorPL72 890308 $1,600 PWRK 54 Huskey Plow/Rake $500 PWRK 55 Stihl Cut Off Saws(0) $3,200 PWRK 56 Stihl Extend Chain Saw HT75 $700 PWRK 57 Master Heater 150,000 BTU 29456 007401 $400 PWRK 58 Toro Powerlite Snow Blower 014073 $450 PWRK #38172 16" 59 Yard King Snow Blower 211304 $1,600 PWRK #629104X89D 29" 60 Bobcat 10'Snow Plow $500 PWRK 61 Bobcat 4'Snow Plow $1,400 PWRK 62 Monroe Snow Plow- I F MP4IRI I- 03-05-1262 $4,000 PWRK ISCT-MB 1 63 Monroe Salt Spreader-RTS3645-6- 03-05-3113 $2,200 PWRK OW 64 Monroe Snow Plow- I P MP4IRI I- 02-04-1116 $4,000 PWRK ISCT-MB 1 65 Monroe Salt Spreader-RTS8637- 02-04-3163 $2,200 PWRK OW1G 66 Monroe Snow Plow- I F MP41RI I- 03-11-1716 $4,000 PWRK ISCT-MB 1 All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions. Additional limits and/or changes may be available after review and acceptance by insurer. P' Ed.4/11/2011 4.15 Mesirow Financial INSURANCE SERVICES The United City of Yorkville Insurance Proposal Inland Marine Schedule UNDER$5,000 Number Year Make Model VIN Value Department 67 Monroe Salt Spreader-RTS3645-6- 03-11-3481 $2,200 PWRK OW 68 Monroe Snow Plow- 11'MP41RI2- 05-04-1064 $4,000 PWRK ISCT-MB 1 69 Monroe Salt Spreader $2,200 PWRK 70 Monroe Sand/Rock Spreader 05-05-3151 $3,700 PWRK #MS10318 71 Monroe Snow Plow- 11'MP41RI I- 05-05-1088 $4,000 PWRK ISCT-MB 1 72 Monroe Salt Spreader RTS3645-6- 05-10-3482 $2,200 PWRK RIMS 73 Monroe Snow Plow- 11'MP4IR11- 06-07-1260 $4,000 PWRK ISCT-MB 1 74 Monroe Salt Spreader-RTS3645-6- 06-06-3206 $2,200 PWRK RIMS 75 Monroe Snow Plow- 11'MP41RI 1- 06-07-1259 $4,000 PWRK ISCT-MB 1 76 Monroe Salt Spreader-RTS3645-6- 06-06-3207 $2,200 PWRK RFMS 77 1992 Saw-Concrete(2) $1,600 PWRK 78 Graco Lazer Line F06A/248862 BA1937 $4,500 PWRK 79 United Enclosed Trailer/ $3,800 PRK U712TA2T 80 2005 Honda 2000i Inverter $1,000 PRK 81 Miscellaneous Small Engine $15,110 PRK Equipment for Parks&Rec 82 Squad Lights- $1,500 POL Supervisor/Hidden 83 Squad Lights-Bar Lights $6,400 POL 84 Squad Radios/Low-Band $10,500 POL (x21) 85 Squad Radios/UHF(x20) $12,000 POL 86 Kenwood Handheld Radios(x20) $10,000 POL 87 Motorola Handheld Radios(x3) $1,500 POL 88 Miscellaneous Equipment& $0 PWRK Hand Tools for Public Works $372,664 All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions. Additional limits and/or changes may be available after review and acceptance by insurer. P' Ed.4/11/2011 4.16 Mesirow Financial INSURANCE SERVICES The United City of Yorkville Insurance Proposal Commercial Property TERMS AND CONDITIONS Expiring Renewal Travelers American Alternative • Special Form—Subject to Policy Exclusions Yes Yes • Definition of Cause of Loss Form Special: Provides coverage for risk of direct physical loss or damage subject to policy Yes Yes exclusions, conditions, and limitations listed in the policy. • A protective safeguard endorsement is included in the proposed coverages.You must inform Yes Yes Mesirow Financial immediately of any proposed suspension or impairment of these systems (i.e., automatic sprinkler,burglar alarms). • Real and Personal Property Definition of Building Foundation(s) Excluded Excluded Underground Plumbing Excluded Excluded Replacement Cost Valuation Yes Yes 100%Coinsurance Yes Agreed Value Inflation Guard None 4% All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ed.11,17,11 5.1 Mesi ow Financial' INSURANCE SERVICES The United City of Yorkville Insurance Proposal Commercial Property DEDUCTIBLES PER OCCURRENCE Expiring Renewal Travelers American Alternative $1,000 Per Occurrence All Perils Except: . $1,000 Per Occurrence All Perils Except: $25,000 Flood . $25,000 Flood $25,000 Earthquake . $25,000 Earthquake 72 Hour Waiting Period-Business Income Extra Expense . No Waiting Period LIMITS OF INSURANCE Coverage Expiring Renewal Travelers American Alternative • Specific Values Scheduled Per Schedule of Locations and Values Refer to Statement Refer to Statement of Values, Section of Values, Section IV IV • Blanket Real Property $36,629,761 $40,579,790 • Blanket Personal Property Included $Included • Contractors Equipment Schedule $832,895 $516,194 • Blanket Tool&Equipment Included $255,427 • Miscellaneous Property Schedule $3,237,549 Included • Blanket Business Income $1,000,000 $1,000,000 100%Coinsurance Yes Yes Includes Ordinary Payroll 120 Days Yes Yes • Flood—Annual Aggregate Excluding Zones A,AO,AH,Al-30,AE,A99,V,VE,V1-30, B or $5,000,000 $5,000,000 X-Shaded-Applies to Building/PPBI All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. P, Ed.11/17/11 5.2 Mesi ow Financial' INSURANCE SERVICES The United City of Yorkville Insurance Proposal Commercial Property LIMITS OF INSURANCE (CON'T) Coverage Expiring Renewal Travelers American Alternative • Earthquake—Annual Aggregate Applies to Building/PP/BI (must select) $5,000,000 $5,000,000 • Leased/Rented Items $100,000 Per Item $100,000 Per Item Not exceed Not exceed $100,000 $100,000 • Building Ordinance Building Limit Building Limit Coverage B Limit—Demolition Cost $100,000 Included Coverage C Limit—Increased Cost of Construction Excluding Business Interruption $100,000 Included • Electronic Data Processing Data/Media Limit $500,000 Hardware $500,000 Hardware $100,000 Software $100,000 Software Extra Expense Limit $25,000 Covered Under Property Computer Virus Limit $10,000 Excluded • Equipment Breakdown Expediting Expenses $250,000 $100,000 Spoilage $250,000 $100,000 Hazardous Substances $250,000 $100,000 CFC Refrigerants $250,000 Excluded • Computer Equipment-Actual Cash Value (ACV) $500,000 Included • Computer Transit Limit-Actual Cash Value (ACV) $500,000 Included • Extra Expense $10,000 $500,000 All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. P, Ed.11/17/11 5.3 Mesi ow Financial' INSURANCE SERVICES The United City of Yorkville Insurance Proposal Commercial Property FLOODMATER DAMAGE COVERAGE-FLOOD ZONE IDENTIFICATION n Flood, Surface Water,Broad Form Water Damage, Sewer and Drain Backup coverages exclude the Flood Zones identified above. You should identify in which flood zone each of your properties is located in. You may obtain your flood zone identification from your lender or FEMA (Federal Emergency Management Agency). Alternatively,Mesirow Financial can obtain for you for a fee. Terms, Conditions, Subjectivities and Exclusions Applicable to the Above Locations . Flood coverage on property located within 1,000 feet of Flood Zone"A"is limited to $1,000,000. the minimum deductible on Flood coverage for property located within 1,000 feet of a Flood Zone"A"is $100,000. Note: • Flood Zones are Subject to Change Based on Changes to FEMA Re-Mapping • Mesirow Financial is Not Responsible for Determining Flood Zones ANCILLARY(OR ADDITIONAL) COVERAGES Expiring Renewal Travelers American Alternative • Personal Property at any Other Location $10,000 at $5,000 Undescribed Premises • Personal Property In Transit $50,000 $250,000 • Service Interruption Included Included • Backup of Sewers and Drains $25,000 Included • Pollutant Clean Up &Removal $100,000 $25,000 • Computer Breakdown $50,000 Included • Accounts Receivable $25,000 on $250,000 Premises/$10,000 In Transit All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. P, Ed.11/17/11 5.4 Mesirow Financial' INSURANCE SERVICES The United City of Yorkville Insurance Proposal Commercial Property ANCILLARY(OR ADDITIONAL) COVERAGES Expiring Renewal Travelers American Alternative • Valuable Papers $1,000,000 $1,000,000 • Property of Others in Your Care, Custody, Control $50,000 $5,000 • Fine Arts $50,000 $50,000 • Commercial Articles $7,800 Included • Confiscated Property $100,000 Replacement Cost of Property • Fire Department Service Charge Policy Limit $5,000 • Newly Acquired Property-Building for 180 Days $2,000,000 $1,000,000 • Newly Acquired Property-Personal Property for 180 Days $1,000,000 $500,000 • Debris Removal $250,000 25%of loss • Off Premises Utility Failure-Direct Damage $50,000 Included • Outdoor Property—Maximum$10,000 per Item $50,000 $50,000 • Pollution Clean Up and Removal $100,000 $25,000 • Claims Expense $25,000 Excluded • Limited Coverage for Fungus,Wet&Dry Rot Excluded $25,000 • Rewards $10,000 Excluded • Law Enforcement Animal Protection Included in Property $10,000 • Preservation of Property Policy Limit Included • Expediting Expenses $100,000 Included All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. P, Ed.11,17,11 5.5 Mesi ow Financial' INSURANCE SERVICES The United City of Yorkville Insurance Proposal Commercial Property NOTABLE EXCLUSIONS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: Expiring Renewal Travelers American Alternative • Mold,Fungus, Spores Exclusion Yes Yes • Nuclear and Biological Acts Exclusion Yes Yes • War Exclusion Yes Yes • Certified Acts of Terrorism(TRIA)—Optional Quote Provided Yes Included • Non-Certified Acts of Terrorism Yes Included • Please Refer To Your Policy For All Exclusions Yes Yes VACANCYIINCREASED HAZARD Policy provisions vary and should be carefully reviewed. Some policy conditions state that the policy shall be invalidated by an increase in hazard by any means within the control and knowledge of the Insured. Others state that if a building is vacant or unoccupied for more than 60 consecutive days, the carrier will not pay for any loss or those due to vandalism, sprinkler leakage, glass breakage,water damage,theft or attempted theft. Please refer to your policy for exact terms and conditions. CARRIER Travelers American Alternative Insurance Company A.M. Best Rating A+XV A+, XV Admitted Admitted Coverage Term December 31, 2011- December 31, 2012 December 31, 2011 - December 31, 2012 All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes maybe available after review and acceptance by insurer. P, Ed.11/17/11 5.6 Mesi ow Financial' INSURANCE SERVICES The United City of Yorkville Insurance Proposal Commercial General Liability POLICY TYPE Expiring Renewal Travelers American Alternative • Occurrence Form Occurrence Form Occurrence Form • Defense Outside Limit Outside Limit DEDUCTIBLE/SELF-INSURED RETENTION Expiring Renewal Travelers American Alternative Per Occurrence—Deductible None None All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ed.I117/11 6.1 Mesirow Financial' INSURANCE SERVICES The United City of Yorkville Insurance Proposal Commercial General Liability LIMITS OF INSURANCE Expiring Renewal Travelers American Alternative • Bodily Injury and/or Property Damage Per Occurrence $1,000,000 $1,000,000 • Annual Aggregate Per Policy $2,000,000 $3,000,000 • Annual Aggregate Products/Completed Operations $2,000,000 $3,000,000 • Personal Injury Advertising Liability(Excludes Employment-Related Practices, $1,000,000 $1,000,000 such as Discrimination and Wrongful Termination) • Fire Legal Liability—Damage to Rented Premises $500,000 $1,000,000 • Medical Payments Per Person EXCLUDED $10,000 • Employee Benefits Liability(Claims-Made) Each Occurrence $1,000,000 $1,000,000 Aggregate $3,000,000 $3,000,000 Deductible $1,000 $1,000 Retroactive Date None None • Sewer Backup (Resulting from Negligence) $1,000,000 Included • Failure to Supply Services $1,000,000 Included • Sexual Abuse Limitation with General Total Sublimit Sexual Abuse Each Person Limit $1,000,000 Silent Sexual Abuse Total Limit $2,000,000 Silent All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ed.I117/11 6.2 Mesirow Financial' INSURANCE SERVICES The United City of Yorkville Insurance Proposal Commercial General Liability COVERAGE HIGHLIGHTS Expiring Renewal Travelers American Alternative All Premises/Operations and Products and Completed Operations Including: Blanket Contractual for Insured Contracts (per policy definition) Yes Yes Host Liquor Liability Yes-Provides$1,000,000 Excluded of Liquor Liability Coverage for Short Term Events Incidental Medical Malpractice(if medical payments if purchased) Yes Yes Non-Owned Watercraft(Under 25 Feet) Yes Yes Explosion, Collapse and Underground Property Damage Liability Yes Yes Additional Insured If Required by Written If Required by Written Contract Contract Waiver of Subrogation If Required by Written If Required by Written Contract Contract All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ed.I117/11 6.3 Mesirow Financial' INSURANCE SERVICES The United City of Yorkville Insurance Proposal Commercial General Liability NOTABLE EXCLUSIONS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: Expiring Renewal Travelers American Alternative • Absolute Pollution Exclusion Yes Yes • Asbestos Exclusion Yes Yes • Fellow Employee Exclusion Yes Yes • Employment Practices Exclusion Yes Yes • ERISA Exclusion Yes Yes • Fungus, Spores or Mold Exclusion Yes Yes • Lead Exclusion Yes Yes • Mobile Equipment Exclusion—If a vehicle is subject to any of the following, it Yes Yes must be insured on a Commercial Auto Policy: License Plate Registration Yes Yes State Mandated Minimum Auto Liability Limits Yes Yes Uninsured or Underinsured Motorist Laws Yes Yes No Fault Coverage Yes Yes Similar State Laws Yes Yes • Nuclear Energy Exclusion Yes Yes • Professional Services Exclusion Yes Yes • Silica Exclusion Yes Yes • War Exclusion Yes Yes • Certified Acts of Terrorism(TRIA)—Optional Quote Provided Yes Yes • Please Refer To Your Policy For All Exclusions Yes Yes All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ed.I117/11 6.4 Mesirow Financial' INSURANCE SERVICES The United City of Yorkville Insurance Proposal Commercial General Liability EXCLUDED OPERATIONS AND PREMISES Expiring Renewal Travelers American Alternative • Airport,Including Any Airfield, Runway, Hangar, Terminal or Other Property in Yes Yes Connection with Aviation Activities • Dams,Levees, or Dikes Yes No • Day Care, Day Camp,Nursery or Similar Facility Yes Yes • Electric Utility Yes Yes • Fire District or Department Yes Yes • Gas Utility Yes Yes • Halfway House,Emergency Shelter or Other Group Home Yes Yes • Hospital,Nursing Home, Medical Clinic or Other Type of Medical Facility Yes Yes • Housing Project or Authority Yes Yes • Organized or Sponsored Racing or Stunting Activity or Event Involving Wheeled Yes Yes Vehicles,Including Skateboards or Rollerblades • Port,Harbor or Terminal District Yes Yes • Transportation System Yes Yes • School District of System Yes Yes • Water Park Yes Yes All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ed.I117/11 6.5 Mesirow Financial' INSURANCE SERVICES The United City of Yorkville Insurance Proposal Commercial General Liability NOTE: Expiring Renewal Travelers American Alternative Not Subject to Audit Yes Yes In some states,third parties held liable for a work-related injury may seek contribution from the injured worker's employer,but such contribution may be capped by the amount of applicable Workers Compensation benefits. This cap is named for an Illinois case that first imposed it(Kotecki vs. Cyclops Welding).If the employer has indemnified the negligent third party,that indemnity agreement may be viewed in certain jurisdictions as a waiver of the Kotecki cap. Please have your contract indemnification clauses reviewed by your attorney to confirm that they do not constitute Kotecki waivers which may be uninsured. CARRIER St. Paul Travelers Insurance Co. American Alternative Insurance Company A.M. Best Rating A+XV A+XV Admitted Admitted Coverage Term December 31, 2011 - December 31, 2012 December 31, 2011 —December 31, 2012 All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ed.11/17/11 6.6 Mesirow Financial® INSURANCE SERVICES The United City of Yorkville Insurance Proposal Commercial Automobile Limits of Insurance Expiring Renewal Travelers American Alternative Coverage Symbol Limits Symbol Limits • Bodily Injury and Property Damage Liability Combined Single Limit 1 $1,000,000 1 $1,000,000 • Hired and Non-Owned Liability 1 Included 1 Included • Medical Payments Excluded 2 $10,000 • Uninsured Motorists 2 $1,000,000 2 $1,000,000 • Underinsured Motorists 2 $1,000,000 2 $1,000,000 • Uninsured Motorist Property Damage EXCLUDED EXCLUDED • Comprehensive Coverage Deductible 7 $250 7 $500 • Collision Coverage Deductible 7 $500 7 $500 • Towing and Labor EXCLUDED EXCLUDED • Rental Reimbursement EXCLUDED EXCLUDED • Hired Physical Damage Coverage Included Included • Lease Gap Coverage Not Offered Not Offered • Fellow Employee Exclusion Endorsement Endorsement Applies Applies • Vehicles Rented by Employees Excluded Excluded PLEASE NOTE (Symbol 7): • COVERAGE IS PROVIDED ONLY FOR THE SPECIFIED SCHEDULED VEHICLES. IT IS IMPERATIVE THAT YOU NOTIFY OUR OFFICE PRIOR TO TAKING POSSESSION OF ANY NEW OR REPLACEMENT VEHICLE. All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ed.I117/11 7.1 Mesirow Financial© INSURANCE SERVICES The United City of Yorkville Insurance Proposal Commercial Automobile NOTABLE EXCLUSIONS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: Expiring Renewal Travelers American Alternative • Expected or Intended Injury ✓ ✓ • Handling of Property and Movement of Property by Mechanical Device Exclusion ✓ ✓ • Operations of Mobile Equipment Unless Subject to a Compulsory or Financial Responsibility ✓ ✓ Law Where Licensed or Garaged Exclusion • Pollution Except for Upset and Overthrow ✓ ✓ • Movement of Property by Mechanical Device Exclusion ✓ ✓ • War ✓ ✓ • Operation of Cherry Pickers ✓ ✓ • Please Refer To Your Policy For All Exclusions MVR'S When ordering MVRs,it is your responsibility to comply with any Fair Credit Reporting Acts provisions, including,but not limited to obtaining prior written consent of the employee or the applicant for employment. CARRIER St. Paul Travelers Insurance Co. American Alternative Insurance Company A.M. Best Rating A+XV Admitted Admitted/ Coverage Term December 31, 2011 - December 31, 2012 December 31, 2011 - December 31, 2012 All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes maybe available after review and acceptance by insurer. Ed.I117/11 72 Mesirow Financial© INSURANCE SERVICES The United City of Yorkville Insurance Proposal Commercial Automobile DESCRIPTION OF COVERED AUTO DESIGNATION SYMBOLS Symbol Description 1 Any Auto 2 Owned Autos Only—only autos you own(and for liability coverage, any trailers you don't own while attached to power units you own),this includes those autos you acquire ownership of after the policy begins. 3 Owned Private Passengers Autos Only—Only the private passenger autos you own. This includes those private passenger autos you acquire ownership of after the policy begins. 4 Owned Autos Other Than Private Passenger Autos Only—Only these autos you own that are not of the private passenger types (and for Liability Coverage any trailers you don't own while attached to power units you own). This includes those autos not of the private passenger type you acquire ownership of after the policy begins. 5 Owned Autos Subject to No-Fault—Only those autos that are required to have No-Fault benefits in the state where they are licensed or principally garaged. This includes those autos you acquire ownership of after the policy begins provided they are required to have No-Fault benefits in the state where they are licensed or principally garaged. 6 Owned Autos Subject to a Compulsory Uninsured Motorist Law—Only those autos you own that because of the law in the state where they are licensed or principally garaged are required to have and cannot reject Uninsured Motorists Coverage. This includes those autos you acquire ownership of after the policy begins provided they are subject to the same state uninsured motorists requirements. 7 Specifically Described Autos—Only those autos described on the policy schedule of covered vehicles for which a premium charge is shown and for Liability Coverage for any trailer you don't own while attached to any power unit described in the schedule of covered vehicles. 8 Hired Autos Only—Only those autos you lease,hire,rent or borrow. This does not include any auto you lease, hire,rent or borrow from any of your employees or partners, or members of their households. 9 Non-owned Autos Only—Only those autos you do not own, lease,hire,rent or borrow that are used in connection with your business. This includes only autos owned by your employees or partners or members of their households,but only while used in your business or your personal affairs. 13 Uninsured Motorist Coverage—Applies to any auto you do not own and that is a covered auto under this policy for liability insurance and it is licensed or principally garaged in Illinois. 19 Mobile Equipment Subject To Compulsory or Financial Responsibility or Other Motor Vehicle Insurance Law Only—Only those"autos"that are land vehicles and that would qualify under the definition of"mobile equipment"under this policy if they were not subject to a compulsory or financial responsibility law or other motor vehicle insurance law where they are licensed or principally garaged. All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ed.11/17/11 73 Mesirow Financia[ INSURANCE SERVICES The United City of Yorkville Insurance Proposal Commercial Automobile Workers' Compensation POLICY TYPE . Guaranteed Cost Plan LIMITS OF INSURANCE Limits • Coverage A—Workers' Compensation Statutory Limits -Per State(IL) • Coverage B—Employers Liability Bodily Injury By Accident—Each Accident $2,500,000 Bodily Injury By Disease—Each Employee $2,500,000 Bodily Injury By Disease—Policy Limit $2,500,000 • Stop Gap Endorsement Excluded • Certified Terrorism Coverage Included • Coverage C—Other States Coverage EXCLUDED • Voluntary Compensation Endorsement State Specific Included • Domestic Terrorism,Earthquake&Catastrophic Industrial Included Accidents (DTEC) NOTABLE EXCLUSIONS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: • Leased Employees Exclusion • Temporary Employees Exclusion • USL&H/Jones Act Exclusion • Volunteer Workers Exclusion • Waiver of Subrogation Exclusion—Must Request On An Individual Basis • Please Refer to Your Policy For All Exclusions All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ed.11/17/11 $' Mesirow Financia[ INSURANCE SERVICES The United City of Yorkville Insurance Proposal PREMIUM BASIS Estimated Payroll 2011/2012 Estimated Estimated Class Estimated Estimated Rate Rate Premium Premium Code Description 201012011 201112012 2001012011 2001112012 2010/2011 201112012 7520 Waterworks Operation $ 312,462 $ 329,765 3.79 4.137 $ 11,842 $ 13,642 7580 Sewage Disposal Plant Operations $ 193,418 $ 258,000 3.07 3.428 $ 5,938 $ 8,844 7720 Police Officers $ 2,247,250 $ 1,991,817 1.65 1.753 $ 36,967 $ 34,917 8810 Clerical $ 847,520 $ 669,313 0.16 0.157 $ 1,314 $ 1,051 9015 Buildings Operations $ 57,531 $ 63,205 2.41 2.656 $ 1,384 $ 1,679 9063 Recreation Center:All Other $ 660,742 $ 510,500 0.86 0.913 $ 5,649 $ 4,661 9101 Library/School $ 598,709 $ 377,035 3.01 3.218 $ 17,991 $ 12,133 9102 Parks:NOC $ 375,437 $ 390,000 2.19 2.168 $ 8,203 $ 8,455 9402 Street Cleaning $ 275,365 $ 285,000 5.75 5.917 $ 15,833 $ 16,863 9410 Municipal $ 592,846 $ 240,000 2.85 3.281 $ 16,866 $ 7,874 $ 6,161,280 $ 5,114,635 $ 121,987 $ 110,119 Administration Fee-3% $ 3,660 $ 3,304 Estimated Annual Premium-Short Term Policy(12/31/09- 12/15/10) $ 125,647 $ 113,423 Safety Grant $ - $ 6,200 I% Mesirow Financial' Ed.11/17/2011 8.2 INSURANCE SERVICES The United City of Yorkville Insurance Proposal Workers'Compensation NOTE: . Policy is Subject to Audit In some states, third parties held liable for a work-related injury may seek contribution from the injured worker's employer, but such contribution may be capped by the amount of applicable Workers Compensation benefits. This cap is named for an Illinois case that first imposed it (Kotecki vs. Cyclops Welding). If the employer has indemnified the negligent third party, that indemnity agreement may be viewed in certain jurisdictions as a waiver of the Kotecki cap. Please have your contract indemnification clauses reviewed by your attorney to confirm that they do not constitute Kotecki waivers which may be uninsured. CARRIER Illinois Public Risk Fund A.M. Best Rating Not Rated Admitted Coverage Term December 15, 2011 - December 15, 2012 All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ed.11/17/11 8.3 Mes ow Financial' INSURANCE SERVICES The United City of Yorkville Insurance Proposal Excess Liability LIMITS OF INSURANCE Expiring Renewal Travelers* American Alternative • Each Occurrence $10,000,000 $10,000,000 • General Aggregate 10,000,000 10,000,000 • Deductible 10,000 None • Defense Inside/Outside Limit Inside Inside Higher Limits Are Available Upon Request * Please note that Travelers does not provide Umbrella or Excess coverage for the claim operations exposure. Required Underlying Coverage Expiring Renewal Travelers* American Alternative • General Liability Per Occurrence $1,000,000 $1,000,000 Annual Aggregate $2,000,000 $3,000,000 Annual Aggregate Products/Completed Operations $2,000,000 $3,000,000 • Employee Benefits Liability Each Occurrence $1,000,000 $1,000,000 Aggregate $3,000,000 $3,000,000 • Automobile Liability • Employers Liability EXCLUDED EXCLUDED • Public Officials Liability $1,000,000 $1,000,000 All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ed.I117/11 9.1 Mesirrow Financial® INSURANCE SERVICES The United City of Yorkville Insurance Proposal Excess Liability ENDORSEMENTS Expiring Renewal Travelers* American Alternative • State Amendatory(where applicable) Yes Yes • Real&Persona Property in the Insured's Care, Custody or Control Exclusion- Coverage A&B Yes Yes • Personal Injury-Coverage B Yes Yes • Notice of Loss(Notice of accident, loss or occurrence is to be given as soon as practicable after Yes Yes knowledge) NOTABLE EXCLUSIONS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: Expiring Renewal Travelers* American Alternative • Asbestos Exclusion Yes Yes • ERISA Exclusion Yes Yes • Employment-Related Practices Exclusion Yes Yes • Failure to Supply Yes Yes • Fungus, Spores and Mold Exclusion Yes Yes • Insured vs. Insured Exclusion—Coverage B Yes Yes • Intellectual Property Exclusion Yes Yes • Lead Exclusion Yes Yes • Millennium Total Exclusion- Coverage A&B Yes Yes • Nuclear Energy Exclusion Yes Yes • Pollution Exclusion Yes Yes • Professional Liability Exclusion Yes Yes • Real and Personal Property in the Insured's Care, Custody or Control Exclusion Yes Yes All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ed.I117/11 9.2 Mesirrow Financial® INSURANCE SERVICES The United City of Yorkville Insurance Proposal Excess Liability NOTABLE EXCLUSIONS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: (CON'T) Expiring Renewal Travelers* American Alternative • Sewer Backup Yes Yes • Silica Exclusion Yes Yes • This policy Is Not Excess of Uninsured or Underinsured Motorist Liability Yes Yes • War Exclusion Yes Yes • Certified Acts of Terrorism(TRIA)—Optional Quote Provided Yes Yes • Please Refer to Your Policy for All Exclusions Yes Yes NOTE: • Subject to Audit/Not Subject to Audit • Minimum Earned Premium • Deposit is Minimum Premium CARRIER St. Paul Travelers Insurance Co. American Alternative Insurance Company A.M. Best Rating A+XV Best's Rating Admitted Admitted Coverage Term December 31, 2011 - December 31, 2012 December 31, 2011 - December 31, 2012 All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes maybe available after review and acceptance by insurer. Ed.I117/11 9.3 Mesirrow Financial® INSURANCE SERVICES The United City of Yorkville Insurance Proposal Commercial Crime NOTE: This insurance is canceled as to any employee upon discovery of any dishonest act committed by that employee either before or after becoming employed by the insured. Coverage can be reinstated only after carrier review and written consent. LIMITS OF INSURANCE Travelers American Alternative Deductible- Deductible- Coverage Limits Per Claim Limits Per Claim • Employee Dishonesty $500,000 $1,000 $500,000 $1,000 • Forgery or Alteration 500,000 1,000 250,000 1,000 • Money and Securities-Inside the Premises 500,000 1,000 250,000 1,000 • Money and Securities-Outside the Premises 500,000 1,000 250,000 1,000 • Money Order 500,000 1,000 100,000 1,000 • Counterfeit Paper Currency 500,000 1,000 100,000 1,000 • Robbery or Safe Burglary of Other Property-Inside 500,000 1,000 5,000 1,000 Premises • Computer Fraud 500,000 1,000 100,000 1,000 • Faithful Performance Included Included • Panel Counsel Required for Claim Defense Yes Yes COVERAGE HIGHLIGHTS • Coverage is Discovery Based • ERISA Compliance' • Territory-United States,U.S. Virgin Islands,Puerto Rico or Canada.For loss under employee dishonesty coverage, an extension applies to employees while temporarily outside the coverage territory for a period of not more than 90 days. ERISA requirement is 10%of plan assets,including all employee health and welfare and profit sharing plans, subject to a minimum of$1,000 and a maximum of$500,000. If the plan includes employee securities other than as a part of a broadly diversified fund such as a mutual or index fund,the maximum required amount of insurance is$1,000,000. All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ed.11,17,11 10.1 Mesirow Financial INSURANCE SERVICES The United City of Yorkville Insurance Proposal Commercial Crime NOTABLE EXCLUSIONS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: Travelers American Alternative • Treasurer or Tax Collector excluded under Employee Theft • Employees required by law to be individually bonded excluded under Employee Theft • Law Enforcement Officials excluded under faithful performance of duty • Acts Committed by the Insured, Partners or Members Exclusion • Acts of Employees Whose Prior Dishonesty was Known Exclusion • Indirect Loss Exclusion • Legal Expenses Exclusion • Please Refer to Your Policy For All Exclusions DEFINITION OF EMPLOYEE INCLUDES • Any natural person: 1. While in your service(and for 30 days after termination), and 2. That you compensate directly by wages, salary, or commissions, and 3. That you have the right to direct and control while performing service for you • Any natural person employed by a substitute or temporary employment firm while under your direction and control while performing services for you. Excludes such persons while having care and custody of property outside the premises • Director or trustee while acting as a member of any of your elected or appointed committees(and not for general directorial acts) • Persons serving as chairman or committee members,whether compensated or not • Non-compensated officers • Non-compensated volunteers (other than fund solicitors) • Former employees, directors,partners,members,representatives or trustees performing consulting duties • Student interns/guest students on premises • Any natural person who is your partner or member of limited liability corporations,but excluding loss caused by any partner or member unless the amount of the loss exceeds the sum of- 1. Amounts you owe that partner or member, or 2. The value of that partner's or member's partnership/ownership interest, and 3. Any deductible EMPLOYEE DOES NOT INCLUDE • Any agent,broker, or person furnished by a labor leasing firm, factor, commission merchant, consignee, independent contractor, or representative of the same general character, or • Any manager, director,partner,member of trustee except while performing acts coming within the scope of the usual duties of an employee All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ed.11,17,11 10.2 Mesirow Financial INSURANCE SERVICES The United City of Yorkville Insurance Proposal Commercial Crime PANEL COUNSEL PROCESS If the insurance company requires use of panel counsel, this means that the Insured is required to select from a list of pre-approved defense attorneys.Please note this list differs from carrier to carrier and from coverage to coverage. CARRIER Travelers Insurance Co. American Alternative Insurance Company A.M. Best Rating A+XV A+XV Admitted Admitted Coverage Term December 31, 2011 - December 31, 2012 December 31, 2011 - December 31, 2012 All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ed.11,17,11 10.3 Mes row Financial" INSURANCE SERVICES The United City of Yorkville Insurance Proposal Employment Practices Liability Claims Made Coverage POLICY TYPE Expiring Renewal Travelers American Alternative • Claims Made and Reported Coverage Claims Made Claims Made • Defense Inside of Limit Yes Yes LIMIT OF INSURANCE Expiring Renewal Travelers American Alternative • Aggregate Limit of Liability $2,000,000 $3,000,000 • Each Loss Limit $1,000,000 $1,000,000 Retention—Each Loss (Applies to Loss and Defense Expense) $10,000 $5,000 NOTE: Please note that the American Alternative program has shared limits with the Public Officials POLICY PROVISIONS Expiring Renewal Travelers American Alternative • Pay On Behalf or Indemnification Form • Duty to Defend Yes Yes • Continuity Date: December 31,2009 December 31,2009 All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ed.11/17/11 10.4 Mesirrow Financial® INSURANCE SERVICES The United City of Yorkville Insurance Proposal Employment Practices Liability Claims Made Policy DEFINITION OF INSURED Travelers American Alternative • Organization Yes Yes • Subsidiaries Yes Yes • Directors and Officers Yes Yes • Employees Yes Yes • Former Employees Yes Yes • Prospective Employees Yes Yes • Leased Employees Yes Yes • Independent Contractors Yes Yes • Volunteers Yes Yes COVERAGE HIGHLIGHTS (EDIT AS APPROPRIATE) Travelers American Alternative Employment Practices Liability Yes Yes Right and Duty to Defend a Claim Yes Yes Right to Defend an Administrative Proceeding or Hearing that does not Seek Damages Yes Yes Transfer of Control of Defense Yes Yes Right to Appeal a Judgment Against a Protected Person Yes Yes • Additional Payments Yes Yes • Bodily Injury Yes Yes • Breach of Contract Yes Yes • Contract Liability Yes Yes • Criminal, Dishonest,Fraudulent, or Malicious Acts Yes Yes • Declaratory, Injunctive, or Other Non-Monetary Relief Costs Yes Yes • Employment Termination or Relocation Due to Operational Decisions Yes Yes • Known Wrongful Employment Practice Offenses Yes Yes All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ed.11/17/11 10.5 Mesirrow Financial® INSURANCE SERVICES The United City of Yorkville Insurance Proposal Employment Practices Liability Claims Made Policy NOTABLE EXCLUSIONS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: Travelers American Alternative • ADA Accommodations Exclusion Yes Yes • Bodily Injury, Sickness,Disease Exclusion Yes Yes • Captive Insurance Company Exclusion Yes Yes • Class Action Suits Exclusion Yes Yes • COBRA, OSHA,FLSA,National Labor Relations Act Exclusion Yes Yes • Contractual Liability Exclusion Yes Yes • Downsizing/Plant Closings Exclusion Yes Yes • ERISA Violations Exclusion Yes Yes • Fines or Penalties Exclusion Yes Yes • Malicious Intent Exclusion Yes Yes • Nuclear Energy Exclusion Yes Yes • Professional Liability Exclusion Yes Yes • Public Offering of Securities Exclusion Yes Yes • Strikes/Lockouts Exclusion Yes Yes • Wage and Hour Claims Exclusion Yes Yes • War Exclusion Yes Yes • WARN Violations Exclusion Yes Yes • Willful Violation of Law Exclusion Yes Yes • Workers Compensation Exclusion Yes Yes • Please Refer to Your Policy For All Exclusions Yes Yes All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ed.I117/11 10.6 Mesirrow Financial® INSURANCE SERVICES The United City of Yorkville Insurance Proposal Employment Practices Liability Claims Made Policy IMPORTANT: When replacing or renewing Claims-Made coverage,it is imperative that any potential incident that could give rise to a claim be reported under the terms of the policy. CARRIER Travelers Insurance Co. American Alternative Insurance Company A.M. Best Rating A+XV A+XV Admitted Admitted Coverage Term December 31, 2011 - December 31, 2012 December 31, 2011 - December 31, 2012 All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ed.I 1/»/>> 10.7 Mesirrow Financial® INSURANCE SERVICES The United City of Yorkville Insurance Proposal Claims Reporting The Employment Practices Liability coverage provided is triggered by a Claims-Made date rather than by the occurrence date. The Claims-Made date is the date that your company receives notice of a claim. The Employment Practices Liability policy defines a claim as follows: . Means a Suit or Written Demand Which Seeks Damages If it is necessary to file a claim as described above and within the policy language, send written notice to the Insurance Company immediately at the address below and include your Policy Number and all documentation. . Attn: Claims Glatfelter Public Practice P.O. Box 2726 York,PA 17405 P 800-233-1957 F 717-747-7033 The ramification of the current insurance market condition from the claims prospective is that insurance carriers are much stricter in claims being reported promptly. Therefore,we recommend all of our clients when aware of an incident, accident,lawsuit,or circumstance which could give rise to a claim inform us or your appropriate carrier as soon as possible. What could happen if you delay reporting a new claim? • The carrier could reserve rights against you and offer less than 100%of what is due. • The claim could be denied in its entirety. Prompt claim reporting begins with the immediate investigation into the facts and circumstances of an accident or work related injury. Every accident no matter how minor should be investigated as soon as possible after it occurs. In order to assist you in preparing and reporting claims,Mesirow Financial maintains a directory of accident investigation forms and contact numbers for your insurers claim departments. These comprehensive forms along with Claim Handling Tips and reporting instructions for your insurer's claims departments can be accessed by visiting our website,http://www.mesirowfinancial.com/, follow the down links, Insurance Services,Property and Casualty, Claim Reporting. If you have difficulty reporting any claim,you can also contact our claim department who will assist in filing the matter with the insurance company. You may call, fax or email your claim materials to our office: • Phone: 312.595.6200(available 24/7) • Fax: 312.595.6506 • Email: claimsreporting @mesirowfinancial.com All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ed.11,17,11 10.8 Mesirow Financial INSURANCE SERVICES The United City of Yorkville Insurance Proposal Employment Practices Liability Claims Made Policy PANEL COUNSEL PROCESS If the insurance company requires use of panel counsel,this means that the Insured is required to select from a list of pre-approved defense attorneys. Please note this list differs from carrier to carrier and from coverage to coverage. All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ed.11,17,11 10.9 Mesirow Financial INSURANCE SERVICES The United City of Yorkville Insurance Proposal Public Officials Claims Made Coverage POLICY TYPE Expiring Renewal Travelers American Alternative • Claims Made Yes Yes • Defense Inside/Outside the Limit(choose one) • Retroactive Date December 31, 2009 December 31, 2009 LIMITS OF INSURANCE Expiring Renewal Travelers American Alternative • Aggregate Limit—Per Policy $2,000,000 $3,000,000 • Each Loss Limit $1,000,000 $1,000,000 • Deductible Per Claim $10,000 $5,000 Higher Limits are Available Upon Request COVERAGE AGREEMENT Expiring Renewal Travelers American Alternative This agreement is designed to cover damages (other that bodily injury,personal injury, Yes Yes advertising injury or property damage) any protected person is legally required to pay for covered loss that results from the conduct of duties by or for a public entity and is caused by a wrongful act. Wrongful act is defined as any act, error or omission. However, wrongful employment practice offenses are not covered. Note: ■ Please note that the American Alternative program has a shared limit with Employment Practices Liability All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ir, Ed.11/17/11 10.11 Mesirow Financial INSURANCE SERVICES The United City of Yorkville Insurance Proposal Public Officials-Claims Made Coverage ADDITIONAL FEATURES Expiring Renewal Travelers American Alternative • Public Entity Management Liability Yes Yes • Right and Duty to Defend a Claim Yes Yes • Additional Payments Yes Yes • Right to Appeal a Judgment against a Protected Person Yes Yes TYPES OF CLAIMS(THIS POLICY WILL COVER) Public Entity Management Liability We will pay amounts any protected person is legally required to pay as damages for covered loss that: • Results from the conduct of duties by or for a public entity; • Is caused by a wrongful act committed on or after the retroactive date and before the ending date of this agreement; and • Results in a claim first made or brought while this agreement is in effect, or during the limited reporting period or the extended reporting period,if either one applies. IMPORTANT: When replacing or renewing Claims-Made coverage,it is imperative that any potential incident that could give rise to a claim be reported under the terms of the policy. CARRIER St. Paul Travelers Insurance Company American Alternative Insurance Company A.M. Best Rating A+XV A+XV Admitted Admitted Coverage Term December 31, 0211 - December 31, 2012 December 31, 2011 - December 31, 2012 All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes maybe available after review and acceptance by insurer. Ed.11/17/11 10.12 Mesirow Financial INSURANCE SERVICES The United City of Yorkville Insurance Proposal CLAIMS REPORTING The Public Officials Liability coverage provided is triggered by a Claims-Made date rather than by the occurrence date. The Claims-Made date is the date that your company receives notice of a claim. The Public Officials Liability policy defines a claim as follows: . Means a Suit or Written Demand Which Seeks Damages If it is necessary to file a claim as described above and within the policy language, send written notice to the Insurance Company immediately at the address below and include your Policy Number and all documentation. . Attn: Claims Glatfelter Public Practice P.O. Box 2726 York,PA 17405 P 800-233-1957 F 717-747-7033 The ramification of the current insurance market condition from the claims prospective is that insurance carriers are much stricter in claims being reported promptly. Therefore,we recommend all of our clients when aware of an incident, accident,lawsuit, or circumstance which could give rise to a claim inform us or your appropriate carrier as soon as possible. What could happen if you delay reporting a new claim? • The carrier could reserve rights against you and offer less than 100% of what is due. • The claim could be denied in its entirety. Prompt claim reporting begins with the immediate investigation into the facts and circumstances of an accident or work related injury. Every accident no matter how minor should be investigated as soon as possible after it occurs. In order to assist you in preparing and reporting claims,Mesirow Financial maintains a directory of accident investigation forms and contact numbers for your insurers claim departments. These comprehensive forms along with Claim Handling Tips and reporting instructions for your insurer's claims departments can be accessed by visiting our website,http://www.mesirowfinancial.com/, follow the down links,Insurance Services,Property and Casualty, Claim Reporting. If you have difficulty reporting any claim,you can also contact our claim department who will assist in filing the matter with the insurance company. You may call, fax or email your claim materials to our office: • Phone: 312.595.6200(available 24/7) • Fax: 312.595.6506 • Email: claimsreporting @mesirowfinancial.com Panel Counsel Process If the insurance company requires use of panel counsel,this means that the Insured is required to select from a list of pre-approved defense attorneys. Please note this list differs from carrier to carrier and from coverage to coverage. All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. w P' Ed.I1/17/11 10.13 Mesirow Financial INSURANCE SERVICES The United City of Yorkville Insurance Proposal Law Enforcement Liability LIMITS OF INSURANCE Expiring Renewal Travelers American Alternative • Aggregate Limit of Liability $2,000,000 $3,000,000 • Each Loss Limit $1,000,000 $1,000,000 • Deductible Per Loss $10,000 $2,500 • Higher Limits Are Available Upon Request DEFINITION OF INSURED Expiring Renewal Travelers American Alternative • United City of Yorkville Yes Yes • Elected or Appointed Officials Yes Yes • Employees- Current&Former Yes Yes • Volunteer Workers Yes Yes All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ir, Ed.11/17/11 10.15 Mesirow Financial INSURANCE SERVICES The United City of Yorkville Insurance Proposal Law Enforcement Liability COVERAGE AGREEMENT Expiring Renewal Travelers American Alternative This agreement is designed to cover the premises and operations exposures and the Yes Yes professional liability of law enforcement agencies, including jail operations. It covers amounts any protected person is legally required to pay as damages for covered injury or damage that results from the conduct of law enforcement duties by or for your law enforcement agency and is caused by a wrongful act. Wrongful act is defined as any act, error or omission. Includes coverage for the following: Bodily Injury Personal Injury and Property Damage Yes Yes Authorized Moonlighting Yes Yes Canine and Equine Exposures Yes Yes False Arrest,Detention or Imprisonment Yes Yes False or Improper Service of Process Yes Yes Handling and Treatment of Corpses and Dispensing of Medication Yes Yes Injury Due to the Use of Mace, Pepper Spray or Tear Gas Yes Yes Mental Anguish,Emotional Distress, Humiliation Yes Yes Mutual Aid Agreements Yes Yes Violation of Civil Protected Under Any Federal, State or Local Law Yes Yes TYPES OF CLAIMS(THIS POLICY WILL COVER) We will pay amounts any protected person is legally required to pay as damages for covered loss that: • Results from the conduct of law enforcement duties by or for your law enforcement agency; • Happens while this agreement is in effect; and • Is caused by a wrongful act. CARRIER St. Paul Travelers Insurance Company American Alternative Insurance Company A.M. Best Rating A+XV A+XV Admitted Admitted Coverage Term December 31, 0211 - December 31, 2012 December 31, 2011 - December 31, 2012 All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes maybe available after review and acceptance by insurer. Ed.I117/11 1°.1 Mesirrow Financial® INSURANCE SERVICES The United City of Yorkville Insurance Proposal Service Matrix OTHER POLICIES/COVERAGES KNOWN OR AVAILABLE, BUT NOT WRITTEN THROUGH MESIROW FINANCIAL 'Following please find a list of property and casualty coverages that we may also be able help place for your organization. Coverage YIN Coverages YIN • Builders Risk . Security/Privacy,Errors& • Event Cancellation Omissions and Media Liability • Pollution/Remediation Legal ■ Volunteer Accident Coverage Liability . Workplace Violence ' This is not a complete list,but only the policies or coverage that we are aware of We do not have current information on these coverage(s).We are willing to assist you in gathering the information necessary to provide a competitive quotation for your review on these and other coverages. All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ed.11/17/11 Mesirow Financia[ INSURANCE SERVICES The United City of Yorkville Insurance Proposal Service Matrix OTHER PRODUCTS/SERVICES AVAILABLE THROUGH MESIROW FINANCIAL Following please find a list of products and services that are available through Mesirow Insurance Services, Inc. and/or other Mesirow Financial affiliates of the insurance brokerage. Additional Insurance and Benefits Services Service Area Description Check if You Require Additional Information Private Client Services Place and advise on personal insurance lines of coverage, including: • Homeowners • Renters • Vehicles • Watercraft • Aircraft • Fine art,jewelry, furs and fine wines • Excess liability • Kidnap and ransom • Domestic staff Employee Benefits Focus on enhancing benefits plans, streamlining administration and increasing employees' awareness and appreciation of their benefits. Programs include: • Group insurance plans • Health promotion programs • Voluntary benefits plans • Self-funded plans • Key executive programs including nonqualified and deferred compensation plans FIRSTHR Deliver big-company automation and an exceptional portfolio of critical human resources (HR) services to help employers manage the essential aspects, including payroll, of the HR function Retirement Plan Provide retirement plan sponsors comprehensive consulting services Advisory including 401(k) and 403(b)programs Compensation& Help companies recruit,retain,motivate and reward key talent, Executive Benefit including: Strategies . Plan design • Communication and education • Plan financing • Actuarial consulting services Life Products Place and advise on life insurance coverages, including: • Corporate life • Executive life and disability • Key man life All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ed.11,17,11 11.2 Mesirow Financia[ INSURANCE SERVICES The United City of Yorkville Insurance Proposal Service Matrix Investment Management . Currency Commodities U.S. value equity International equity Investment advisory Fixed income Investment strategies Investment Banking . Merger and acquisition advisory Strategic alternatives analysis Restructuring and special situations Fairness and solvency opinions Board of directors advisory Special committee representation Corporate Consulting . Services focused on distressed companies Valuation services Litigation services Investment and Consulting Services Service Area Description Check if You Require Additional Information Investment Management . Currency Commodities U.S. value equity International equity Investment advisory Fixed income Investment strategies Investment Banking . Merger and acquisition advisory Strategic alternatives analysis Restructuring and special situations Fairness and solvency opinions Board of directors advisory Special committee representation Corporate Consulting . Services focused on distressed companies Valuation services Litigation services All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ed.11,17,11 113 Mesirow Financia[ INSURANCE SERVICES The United City of Yorkville Insurance Proposal Service Matrix OTHER PRODUCTS/SERVICES AVAILABLE THROUGH MESIROW FINANCIAL VENDOR ALLIANCES Following please find a list of other products and services that are available through Mesirow Financial vendor alliances. Service Area Description Check if You Require Additional Information OrigamiRisk . Risk management information system(RMIS)provider Allows users to consolidate claim data from multiple sources and over multiple years, as well as policy and exposure data Tracks and manages claims and produces reports to help monitor overall cost of risk Allows users to identify trends,pinpoint problem areas and forecast losses ■ www.origamirisk.com Global Risk Consultants ■ Independent,property loss prevention company with a local presence in 13 countries served by 31 offices worldwide Offers a complete portfolio of in-house services and specific site analyses,including: Fire protection engineering Boiler and machinery engineering Infrared thermographic surveys Jurisdictional boiler&pressure vessel inspections Natural hazard analysis www.globairiskconsultants.com Certificate Tracking: ■ Tracks and manages certificates of insurance from vendors, • CertTrackNOW tenants and other providers (EBIX) ■ Validates certificate data against a set of requirements, like • myCOI requirements in a contract or lease Generates automated notifications to vendors when certificates are non-compliant or about to expire www.ebix.com/trackcertsnow.aspx www.mycoionline.com PureSafety . Web-based safety training Allows employers to provide environmental health and safety courses to their employees Allows employees to learn at their own pace and lets employers measure and track results Accessible 24/7 over the internet www.puresafety.com RiskMeter Determine the distance-to-shore,FEMA flood zones, State windpool eligibility, storm surge and distance-to-fault lines for any property in the U.S. www.riskmeteronline.com All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ed.11,17,11 114 Mesirow Financia[ INSURANCE SERVICES The United City of Yorkville Insurance Proposal Service Matrix NetDiligence . Cyber risk assessment services • Identifies potentially ruinous e-perils such as: • System and process vulnerabilities • Hacker exploits • Privacy policy violations • Web content intellectual property infringement • www.netdiligence.com All coverages and exclusions are not included on this page.Please refer to policy for all applicable terms and conditions.Additional limits and/or changes may be available after review and acceptance by insurer. Ed.11/17/11 115 Mesirow Financia[ INSURANCE SERVICES Mesirow Financial Service Fee Letter — Service Fee Only - No commission in addition to Service Fee Mr. Bart Olson United City of Yorkville 800 Game Farm Rd. Yorkville,IL 60560 Re: Service Fee Acknowledgement Dear Mr. Olson: This letter is an acknowledgment of the annual service fee of$19,000 payable to Mesirow Insurance Services,Inc. ("MIS") as indicated in our proposal. This fee will be shown as a separate and clearly identified item on your invoice. The service fee set out above will be fully earned as of the inception date of the annual service and/or policies'term. Amendments or modifications to the agreed upon fee must be received in writing and signed by an authorized representative of both parties. In addition to fees, commissions or other compensation retained by Mesirow Insurance Services, Inc. ("MIS"), it is understood and agreed that other parties, such as surplus lines brokers, administrators and similar parties, may earn and retain usual and customary commissions and/or fees in the course of providing insurance products. As is common practice in the industry,MIS has entered into arrangements with certain insurance carriers,wholesale brokers and administrators providing for compensation, in addition to commissions and fees,to be paid to MIS based upon various factors, including,but not limited to, premium volume,underwriting profitability,the number of covered lives and persistency with the insurer,wholesale broker or administrator through which the policies are underwritten. This additional compensation may include non-cash awards and other benefits. The insurance coverage you purchase through MIS may be issued by or through an insurance carrier,wholesale broker or administrator who has such an agreement with our firm. Additionally, MIS may receive fees from premium finance transactions. Should you have specific questions concerning such compensation, please contact your MIS executive. Ed.11/17/11 11.6 Mesirow Financial INSURANCE SERVICES Mesirow Financial Policies to which the this agreement is applicable: Policy Insurance Company Policy Term Property& Casualty American Alternative Insurance Company 12/31/11-12 Workers Compensation Illinois Public Risk Fund 12/31/11-12 Please acknowledge your receipt of this correspondence by signing it in the space provided below. Please return the signed original to me at your earliest convenience. If you have any questions,please contact me at 312-595-7161 or malesia @mesirowfinancial.com Sincerely, Michael J. Alesia Mesirow Insurance Services,Inc. Signature of Insured Title Date Date Ed.11/17/11 11.7 Mesirow Financial INSURANCE SERVICES The United City of Yorkville Insurance Proposal Important Disclosures Our proposal is an outline of the coverage offered by the insurers,based on the information provided by your company,which we have relied upon in preparing this proposal. If changes need to be made,please notify our office immediately. All changes are subject to review and acceptance by the insurance company. This proposal does not constitute a contract and does not include all the terms, coverage, exclusions, limitations, or conditions of the actual contract language. The policies themselves must be read for those details. For your reference,policy forms will be made available upon request. In addition to fees, commissions or other compensation retained by Mesirow Insurance Services, Inc. ("MIS"), it is understood and agreed that other parties, such as surplus lines brokers, administrators and similar parties,may earn and retain usual and customary commissions and/or fees in the course of providing insurance products. As is common practice in the industry,MIS has entered into arrangements with certain insurance carriers, wholesale brokers and administrators providing for compensation,in addition to commissions and fees,to be paid to MIS based upon various factors,including,but not limited to,premium volume,underwriting profitability,the number of covered lives and persistency with the insurer,wholesale broker or administrator through which the policies are underwritten. This additional compensation may include non-cash awards and other benefits. The insurance coverage you purchase through MIS may be issued by or through an insurance carrier,wholesale broker or administrator who has such an agreement with our firm. Additionally,MIS may receive fees from premium finance transactions. Should you have specific questions concerning such compensation,please contact your MIS executive. Ed.11/17/11 11.8 Mesirow Financial INSURANCE SERVICES The United City of Yorkville Insurance Proposal Best's Insurance Reports Best's Insurance Reports,published annually by A. M. Best Company, Inc.,presents comprehensive reports on the financial position,history, and transactions of insurance companies operating in the United States and Canada. Companies licensed to do business in the United States are assigned a Best's Rating which attempts to measure the comparative position of the company or association against industry averages. A Best's Financial Strength Rating(FSR)is an opinion of an insurer's ability to meet its obligations to policyholders. The Best's Financial Strength Rating is based on analysis,which gives consideration to a number of factors of varying importance. While the analysis is believed to be reliable,we cannot guarantee the accuracy of the rating or the financial stability of the insurance company. A copy of the Best's Insurance Report on the insurance companies quoted is available upon request. BEST'S RATINGS Description A++ A+ Superior A,A- Excellent B++,B+ Good B,g_ Fair C++ C+ Marginal C, C- Weak D Poor E Under Regulatory Supervision F In Liquidation S Rating Suspended Ed.11/17/11 11.9 Mesirow Financial INSURANCE SERVICES The United City of Yorkville Insurance Proposal Best's Insurance Reports FINANCIAL STRENGTH RATING Description • Class I $ 0 to $ 1,000,000 • Class 11 1,000,000 to 2,000,000 • Class III 2,000,000 to 5,000,000 • Class IV 5,000,000 to 10,000,000 • Class V 10,000,000 to 25,000,000 • Class VI 25,000,000 to 50,000,000 • Class VII 50,000,000 to 100,000,000 • Class VIII 100,000,000 to 250,000,000 • Class IX 250,000,000 to 500,000,000 • Class X 500,000,000 to 750,000,000 • Class XI 750,000,000 to 1,000,000,000 • Class XII 1,000,000,000 to 1,250,000,000 • Class XIII 1,250,000,000 to 1,500,000,000 • Class XIV 1,500,000,000 to 2,000,000,000 • Class XV 2,000,000,000 to or more RATING MODIFIER Modifier Descriptor Definition u Under Review A modifier that generally is event-driven(positive,negative or developing) and is assigned to a company whose Best's rating opinion is under review and may be subject to change in the near-term, generally defined as six months. • pd Public Data Assigned to insurers that do not subscribe to Best's interactive rating process.Best's "pd"Ratings reflect qualitative and quantitative analyses using public data and information. • s Syndicate Assigned to syndicates operating at Lloyd's. Best's Ratings for proposed company(ies), at time of presentation, are indicated on each page for each individual coverage. Ed 11,17,11 11.10 Mesirow Financial INSURANCE SERVICES The United City of Yorkville Insurance Proposal Claim Reporting The ramification of the current insurance market condition from the claims prospective, is that insurance carriers are much stricter in claims being reported promptly. Therefore,we recommend all of our clients when aware of an incident, accident,lawsuit, or circumstance which could give rise to a claim inform us or your appropriate carrier as soon as possible. What could happen if you delay reporting a new claim? • The carrier could reserve rights against you and offer less than 100%of what is due. • The claim could be denied in its entirety. Prompt claim reporting begins with the immediate investigation into the facts and circumstances of an accident or work related injury. Every accident no matter how minor should be investigated as soon as possible after it occurs. In order to assist you in preparing and reporting claims,Mesirow Financial maintains a directory of accident investigation forms and contact numbers for your insurers claim departments. These comprehensive forms along with Claim Handling Tips and reporting instructions for your insurer's claims departments can be accessed by visiting our website,http://www.mesirowfinancial.com/, follow the down links,Insurance Services,Property and Casualty, Claim Reporting. If you have difficulty reporting any claim,you can also contact our claim department who will assist in filing the matter with the insurance company. You may call, fax or email your claim materials to our office: • Phone: 312.595.6200(available 24/7) • Fax: 312.595.6506 • Email: claimsreportin mesirowfinancial.com Ed.11/17/11 11.11 Mesirow Financial INSURANCE SERVICES The United City of Yorkville Insurance Proposal Mesirow Financial Insurance Services Division INSURANCE SERVICES DIVISION Each has experience in designing,placing, and The Insurance Services Division was established servicing the most complex programs to satisfy in 1972,the first year the New York Stock property/casualty,human resource, executive Exchange allowed member firms to offer life compensation and business planning needs. insurance. Our services were subsequently An integral part of our problem-solving success expanded to include property and casualty, is our long-standing and close relationships with employee benefits and personal insurance. As many major insurance companies, as well as our additional lines of insurance have been added, ability to create self-funded programs,where Mesirow Financial has grown to become the appropriate. largest independent insurance agency in Chicago and among the top 25 in the nation. ADDITIONAL SERVICES Our more than 300 professionals have extensive ■ Aggressive claims services review experience in the industry and our long-standing ■ Draft authority for certain claims relationships with insurance carriers equal . Safety and engineering services in conjunction significant negotiating leverage. Backed by the with Mesirow Financial Risk Management financial strength and resources of Mesirow Services and insurance company personnel Financial, our objective is to assist clients in . Annual internal audit of service and coverages attaining their business and financial goals. We ■ Expertise in employee benefits, disability, work toward building long-term relationships non-qualified deferred compensation,medical based on the highest levels of integrity, service and performance. and life insurance programs . Structured settlements APPROACH . Mergers and acquisitions insurance due Fully understanding your business enables us to diligence create strategies and programs that fulfill your risk management needs. To service these needs, Mesirow Financial utilizes a team approach. The teams are directed by principals of the firm who have devoted their entire professional careers to the insurance industry. Office Locations Chicago Highland Park Oakbrook Terrace Bannockburn 353 North Clark 610 Central Avenue, One Oakbrook 1500 S. Lakeside 114 Street Suite 200 Terrace Drive Mesirow Financial® Chicago, Illinois Highland Park, Oakbrook Terrace, Bannockburn, IL INSURANCE SERVICES 60654 Illinois 60035 Illinois 60181 60015 312-595-6200 847-681-2300 630-705-2000 847-444-1060 Ed 11,17,11 ApA 1 Mesirow Financial INSURANCE SERVICES The United City of Yorkville Insurance Proposal About Mesirow Financial About Mesirow Financial Mesirow Financial is a diversified financial The firm's 30 operating departments are services firm headquartered in Chicago. supported by extensive corporate resources in Founded in 1937, it is an independent, economic analysis, led by the firm's chief employee-owned firm with more than 1,200 economist Diane Swonk, as well as accounting, employees in locations across the country and in information technology, legal/compliance, London. With expertise in Investment marketing and security processing. The mission Management, Global Markets,Insurance of this core infrastructure group is to support our Services and Consulting,Mesirow Financial professionals in meeting their clients' needs. strives to meet the financial needs of institutions, The firm's entrepreneurial culture empowers our public sector fi entities, corporations and professionals to do what's right for each client. individuals. It has enabled our firm to grow and prosper in The firm was founded in 1937 when Norman every market environment and to attract leading Mesirow purchased a seat on the New York professionals who want to control their own Stock Exchange(NYSE). destinies. Since then,we have become a leading provider of financial services known for its independent minds and innovative solutions. The company has been a strong performer in all market environments. Table 1.1:Mesirow Financial's Core Values ■ Innovation to keep anticipating and meeting our client's needs ■ Integrity that ensures we work hard to win and keep our client's trust Services offered through:Mesirow Financial Investment Management, ■ Long-term,stable relationships with both clients and Inc.,Mesirow Insurance Services,Inc.,Mesirow Financial Structured employees Settlements,LLC,Mesirow Realty services,Inc.,Mesirow Real Estate ■ Social responsibility and commitment to our communities Investments,Inc.,Mesirow Realty Management,Inc.,Mesirow Financial Real Estate Brokerage,Inc.,Mesirow Financial Real Estate,Inc., Mesirow Realty Sale-Leaseback,Inc.,Mesirow Advanced Strategies, Inc.,Mesirow Financial Private Equity,Inc.,Mesirow Financial Private Table 1.2:Mesirow Financial's Distinguishing Characteristics Equity Advisors,Inc.,Mesirow Financial Commodities Management, LLC,Mesirow Financial Services,Inc.,Mesirow Financial Consulting, ■ Independent—unbiased and objective advice that is free from LLC,Mesirow Financial Interim Management,LLC,Mesirow Financial conflicts International UK Limited.Mesirow Financial International UK,Limited ■ Employee-owned—which aligns our interests and motivates is authorized and regulated by the Financial Services Authority. our professionals Securities offered through Mesirow Financial,Inc.Member NYSE, ■ Diversified—unique depth and breadth of services SIPC.Pastperformance is not necessarily indicative offuture results. ■ Well capitalized—strong balance sheet and available Nothing contained herein constitutes an offer to sell nor a solicitation of an offer to buy an interest in any financial investment vehicle(s).Any resources offer can be made only through the appropriate Offering Memorandum. Mesirow Financial refers to Mesirow Financial Holdings,Inc.and its divisions,subsidiaries and affiliates.The Mesirow Financial name and logo are registered service marks of Mesirow Financial Holdings,Inc. ©2011,Mesirow Financial Holdings,Inc.All rights reserved. P' Ed.11/17/11 ApB.1 Mesirow Financial INSURANCE SERVICES The United City of Yorkville Insurance Proposal In addition to the Insurance Services Division . A leading investment bank for middle-market that was previously described, other divisions transactions include the following. n Specialized originator and structurer of sale- INVESTMENT MANAGEMENT leaseback capital transactions Multiproduct money manager of more than$57 ■ Chicago-based investment brokerage firm billion in assets for institutions, as well as with a 70-year history of delivering investment advisory for private clients: personalized financial solutions with expertise in options strategies • A widely recognized manager of hedge fund strategies CONSULTING • A leading private equity firm with a strong ■ A high-quality financial advisory practice with track record of investing in private equity a broad platform of capabilities partnerships and operating companies . Corporate recovery expert in many of the • A pioneer and thought leader in currency largest multi-national restructurings in the management world • An innovator in commodity management ■ Objective litigation and investigative services • A provider of institutional real estate consultant on matters related to complex investment solutions business disputes • A distinguished money manager with an array ■ Third-party valuation services provider for of U.S. value and international equity assets, liabilities, equity and portfolios n illiquid investments • A highly-regarded fixed income money ■ Award-winning firm that assists troubled or manager that focuses on duration-neutral under-performing companies by assuming key strategies interim management positionst, as well as by • Specialist in personalized investment advisory providing operations and performance services for private clients and 401(k)plan improvement services sponsors . Distressed M&A and capital raising services§ • Leading practitioner of plan sponsor expert involving businesses consulting services and other investment ■ in transition strategies . Innovative technology advisory services provider, including complex data analytics and GLOBAL MARKETS electronic discovery • A well-capitalized broker/dealer for . Highly-sophisticated real estate consultant institutions and other financial entities with 38 years of experience with complex • A leading regional fixed income sales and projects in all classes of real estate trading group ■ Leading provider of compensation and • Credit tenant lease financing, loan structuring executive benefit strategies and private placements • Developer of efficient, forward-thinking public finance strategies • A long-term and stable provider of high- quality clearing services for broker/dealers and $Interim Management services provided by Mesirow Financial Interim Management,LLC. investment advisors g Distressed M&A and Capital Raising Services provided by Mesirow Financial Consulting Capital(a division of Mesirow Financial,Inc). P' Ed 11,17,11 ApB2 MesirowFinanciaf INSURANCE SERVICES The United City of Yorkville Insurance Proposal Publications and Seminars Checklist Please use the following checklist to subscribe to An First, LastNarne Title First, LastNarne Title Ed.11/17/11 ApC.1 Mesirow Financial' INSURANCE SERVICES �I m d w v N o in G) O O O of _ L r.+ ■■■■■■■■ ■■■■■■■ ■■■n■■■ ■■■■■■■ Reviewed By: Agenda Item Number 0 Legal ❑ Admin#1 Finance ■ EST. Im Engineer ❑ GCity Adminisstrator Tracking Number s1 O Consultant ❑ ADM 2011-56 BILE `vti ❑ Agenda Item Summary Memo Title: Tax Levy Ordinance Meeting and Date: City Council —November 22, 2011 Synopsis: See attached memo. Council Action Previously Taken: Date of Action: CC 11/8/11 Action Taken: Public Hearing Item Number: Type of Vote Required: Council Action Requested: Submitted by: Rob Fredrickson Finance Name Department Agenda Item Notes: Memorandum To: Mayor& City Council EST. - iaas From: Rob Fredrickson, Finance Director G ~ Date: November 17, 2011 ® p� Subject: Proposed 2011 Tax Levy dv ouoy 4E Please Please see attached for the proposed 2011 Tax Levy Ordinance,which would fund fiscal year 2012— 2013 and represents the final step in the tax levy approval process. Two schedules are also attached, which further detail the proposed 2011 levy based on what we expect to receive($3,401,487 as shown on the first attachment)and what we are actually levying based on the public hearing amount of$3,626,060. In addition,requested and extended amounts for levy years 2009 and 2010 are included on both attachments for comparative purposes. It has been estimated by the County Assessor that the equalized assessed valuation(EAV)of property within the City will decrease by approximately 8 to 9% from the previous year. The total estimated dollar amount for the 2011 levy(excluding debt service)under the tax cap is $3,401,487,which represents an increase of$77,070 (2.32%)in comparison to last year's levy extension. This increase in the tax cap is due to the CPI increasing by 1.5%and an estimated$6.9 million(which includes $3 million of increment from the Fox Industrial TIF)in new construction EAV being added to the tax rolls. All of the$77,070 incremental levy increase will be going towards the Police Pension Fund($52,070 increase over the 2010 levy extended amount)and the Library,which has requested an increase of$25,000 over their previous year's levy amount. Proposed debt service(City bonds&interest) amounts have also been included, totaling$730,000,which represents a decrease of$1.48 million in comparison to what was extended in the previous year. This debt service levy amount includes $326,379 for the Series 2005A Bonds (Debt Service Fund), $133,454 for the Series 2007A Bonds(Water Fund) and$270,167 for the Series 2004B Bonds (Sewer Fund). The amounts that were approved for public hearing by the City Council are included within the attached public hearing notice and proposed tax levy spreadsheet. In general,the City is requesting$3,626,060 for City and Library operations,with an additional $1,525,488 to be levied for Library(795,488)and City ($730,000)debt service. Of the $3,626,060,we expect the PTELL tax-cap to come in at approximately $3,401,487. Requesting $3,626,060 allows a margin of error on our estimate of the tax cap(due to EAV figures not being finalized with the County), allows us to discuss any amount less than that figure (discussion of an amount more than$3,626,060 would require another public hearing to be held), and, if approved,would secure the maximum amount allowed under the tax cap. The process for establishing the City's property tax levy consists of three main parts: 1. Council votes to approve the tax levy estimate (completed at the October 25th CC meeting) 2. Hold a public hearing on the tax levy estimate (completed at the November 8th CC meeting) 3. Council votes to approve the tax levy ordinance (either November 22nd or December 13th CC meeting) Per state statute,the deadline for filing the levy with the County is Tuesday,December 27th,which means the levy cannot be voted on that evening. Council can change the tax levy amounts at any point between now and final approval of the tax levy ordinance in December. STATE OF ILLINOIS ) ) ss. COUNTY OF KENDALL ) Ordinance No. 2011- (2012-2013 TAX LEVY) AN ORDINANCE FOR THE LEVY AND ASSESSMENT OF TAXES FOR THE FISCAL YEAR BEGINNING MAY 1,2012 AND ENDING APRIL 30,2013 FOR THE UNITED CITY OF YORKVILLE BE IT ORDAINED by the City Council of the United City of Yorkville, Kendall County, Illinois: Section 1: That the total amount of the budget for all corporate purposes and public library purposes legally made to be collected from the tax levy of the current fiscal year is hereby ascertained to be the sum of$3,626,060.00. Section 2: That the sum of $3,626,060.00 being the total of the budget expenditures heretofore legally made and which is to be collected in part from the levy of the current fiscal year of the United City of Yorkville and further for purposes of providing for the Illinois Municipal Retirement Fund, Police Fund, Police Pension Fund, Social Security Fund, Unemployment Fund, School Crossing Guard Fund, Audit Fund, General Corporate Purpose Fund, Library Fund and Insurance for Liability purposes, as budgeted for the current fiscal year by the annual Budget Ordinance of the United City of Yorkville for the fiscal year beginning May 1, 2012, and ending April 30, 2013, as passed by the City Council of the United City of Yorkville at a legally convened meeting prior to said fiscal year, the sum of $3,626,060.00 is hereby levied upon all of the taxable property in the United City of Yorkville subject to taxation for the current year, the specific amounts as levied for the various funds heretofore named being included herein by being placed in separate columns under the heading "To be Raised by Tax Levy", which appears over the same, the tax so levied being for the current fiscal year of the United City of Yorkville and for the said budget to be collected from said tax levy, the total of which has been ascertained as aforesaid and being as follows: Section 3: That the total amount of $3,626,060.00 tax levy, ascertained as aforesaid, be and the same is hereby levied and assessed on all property subject to taxation with the United City of Yorkville, according to the value of said property as the same is assessed and equalized for State and County purposes for the current year. Section 4: (a) That the item of $450,000.00 levied for Illinois Municipal Retirement Fund for City purposes and for Library Municipal Retirement Fund purposes is levied without regard to any statutory rate, pursuant to Statutes of the State of Illinois. (b) That the item of$40,000.00 levied for Liability Insurance is levied without regard to any statutory rate,pursuant to Statutes of the State of Illinois. (c) That the item of$40,000.00 levied for the Audit Fee is levied without regard to any statutory rate,pursuant to Statutes of the State of Illinois. (d) That the item of$50,000.00 levied for Unemployment Insurance is levied without regard to any statutory rate, pursuant to Statutes of the State of Illinois. (e) That the item of $350,000.00 levied for Police Protection Tax is levied in an amount not exceeding the maximum tax rate of 0.60%. (f) That the item of$525,640.00 levied for Police Pension is levied without regard to any statutory rate,pursuant to Statutes of the State of Illinois. (g) That $0.00 levied for Garbage is levied not exceeding the maximum tax rate of 0.20%. 2 (h) That the item of$300,000.00 levied for Social Security is levied without regard to any statutory rate, pursuant to Statutes of the State of Illinois. (i) That the item of $25,000.00 levied for School Crossing Guard is not exceeding the maximum tax rate of 0.02%. 0) That the item of$1,145,420.00 levied for General Corporate is levied pursuant to Statutes of the State of Illinois not to exceed the maximum tax rate of 0.4375%. (k) That the item of $700,000.00 levied for Library is levied not exceeding the maximum tax rate of 0.15%. Section S: That here is hereby certified to the County Clerk of Kendall County the several sums aforesaid constituting said total amount of$3,626,060.00 which said total amount of said United City of Yorkville requires to be raised by taxation for the current fiscal year of said city of said County, on or before the time required by law, a certified copy of this Ordinance. Section 6: This Ordinance shall be in full force and effect immediately from and after its passage and approval according to law. Section 7: In the event any section of this Ordinance is declared invalid the remaining portion thereof shall be binding and given full effect. ADOPTED this day of , 2011,pursuant to roll call vote as follows: CHRIS FUNKHOUSER DIANE TEELING JACKIE MILSCHEWSKI CARLO COLOSIMO LARRY KOT MARTY MUNNS ROSE SPEARS GEORGE GILSON, JR. 3 APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this day of , 2011. Mayor Passed by the City Council of the United City of Yorkville, Kendall County, Illinois, this day of , 2011. Attest: City Clerk 4 SUMMARY OF 2011 TAX LEVY General Corporate Tax (65 ILCS 5/8 3-1) $1,145,420.00 I.M.R.F. (40 ILCS 5/7-171) $450,000.00 Social Security(40 ILCS 5/7-171) $300,000.00 Police Pension (40 ILCS 5/3-125) $525,640.00 Police Protection Tax(65 ILCS 5/11-1-3) $350,000.00 Garbage (65 ILCS 5/11-1-3) $0.00 Audit (65 ILCS 5/11-19-4) $40,000.00 Liability Insurance Tax(745 ILCS 10/9-107) $40,000.00 School Crossing Guard (65 5/11-80-23) $25,000.00 Unemployment Insurance (745 ILCS 10/9-107) $50,000.00 Library(pg.4 DCCA Levy Man.) (75 ILCS 5/3-1, 5/3-4, 5/3-7) $700,000.00 5 CERTIFICATE The undersigned, Gary J. Golinski, Mayor of the United City of Yorkville, hereby certifies that I am the presiding officer of the United City of Yorkville, and as such presiding officer, I hereby certify that the Tax Levy Ordinance, a copy of which is appended hereto, was adopted pursuant to, and in all respects in compliance with, the provisions of Section 4-7 of the so-called"The Truth in Taxation Act". Dated this day of November, 2011. Gary J. Golinski, Mayor 6 CERTIFICATE The undersigned, Beth Warren, City Clerk of the United City of Yorkville, hereby certifies that an announcement was made at a regular City Council meeting of the United City of Yorkville, that the 2012-2013 Tax Levy would be $3,626,060.00, a sum in excess of 105% of the tax levy extended by the County of Kendall Clerk; said disclosure having been made in compliance with the Truth in Taxation Act, and an announcement of the tentative tax levy having been made at the November 8, 2011, City Council meeting; that said Levy was in excess of 105% of the Levy for 2012-2013. Beth Warren, City Clerk 7 STATE OF KENDALL ) ) ss. COUNTY OF KENDALL ) I, Beth Warren, City Clerk of the United City of Yorkville, hereby certify the foregoing to be a true, perfect and correct copy of the Ordinance passed by the City Council at a regular meeting of the City Council on November , 2011. Testimony Whereof, I have hereunto set my hand and seal this day of November, 2011. Beth Warren, City Clerk TRUTH IN TAXATION CERTIFICATE OF COMPLIANCE I, the undersigned, hereby certify that I am the presiding officer of the United City of Yorkville and as such presiding officer I certify that the Levy Ordinance, a copy of which is attached, was adopted pursuant to, and in all respects in compliance with the provisions of Section 4 through 7 of the "truth in Taxation Act". The notice and hearing requirements of Section 6 of the Act are applicable. This certificate applies to the 2012-2013 Tax Levy. Date : November , 2011 Presiding Officer: Gary J. Golinski, Mayor 2011 Tax Levy-Projected Actual 2009 Rate Setting 2010 Rate Setting 2011 Estimated Rate Property Type EAV Property Type EAV Property Type Setting EAV Farm $ 2,524,355 Farm $ 2,398,027 Total $ 491,594,571 Residential $ 444,422,818 Residential $ 407,528,709 Commercial $ 124,381,958 Commercial $ 122,304,406 New Property $ 6,931,809 Industnal $ 6,921,977 Industnal $ 6,820,310 State Railroad $ 17,328 State Railroad $ 17,328 Total City $ 578,268,436 Total City $ 539,068,780 Total City $ 498,526,380 2009 2009 2009 2010 2010 2010 2011 2011 Est. %Changeover Levy Request Levy Extension Variance Actual Rate Actual Rate Levy Request Levy Extension Variance Estimated Rate Levy Reauest Prior Yr Ext. Corporate $ 683,500 $ 657,896 $ 25,604 0.11377 0.15284 $ 823,874 $ 793,563 $ 30,311 0.20724 $ 1,033,133 30.19% Bonds&Interest $ - $ - $ - 0.00000 0.41048 $ 2,212,735 $ 2,212,770 $ (35) 0.14643 $ 730,000 -67.01% IMRF Pension $ 466,991 $ 449,719 $ 17,272 0.07777 0.08343 $ 449,719 $ 433,303 $ 16,416 0.09027 $ 450,000 3.85% Police Protection $ 350,903 $ 337,940 $ 12,963 0.05844 0.06439 $ 347,098 $ 334,384 $ 12,714 0.07021 $ 350,000 4.67% Police Pension $ 350,000 $ 337,073 $ 12,927 0.05829 0.06957 $ 375,000 $ 361,284 $ 13,716 0.08292 $ 413,354 14.41% Audit $ 57,000 $ 54,936 $ 2,064 0.00950 0.01020 $ 54,936 $ 52,990 $ 1,946 0.00802 $ 40,000 -24.51% Liability Insurance $ 350,000 $ 337,073 $ 12,927 0.05829 0.06384 $ 344,129 $ 331,527 $ 12,602 0.00802 $ 40,000 -87.93% Social Security $ 317,124 $ 305,441 $ 11,683 0.05282 0.05667 $ 305,441 $ 294,332 $ 11,109 0.06018 $ 300,000 1.93% School Crossing Guard $ 25,000 $ 24,114 $ 886 0.00417 0.00460 $ 24,767 $ 23,935 $ 832 0.00501 $ 25,000 4.45% Unemployment Insurance $ 25,788 $ 24,866 $ 922 0.00430 0.00464 $ 25,000 $ 24,098 $ 902 0.01003 $ 50,000 107.481/. Subtotal City $ 2,626,306 $ 2,529,057 $ 97,249 0.43735 0.92066 $ 4,962,699 $ 4,862,187 $ 100,512 0.68833 $ 3,431,487 -29.43% Library Operations $ 650,000 $ 650,012 $ (12) 0.11241 0.12522 $ 675,000 $ 675,000 $ (0) 0.14041 $ 700,000 3.70% Library Bonds&Interest $ 605,925 $ 605,949 $ (24) 0.10479 0.13372 $ 720,800 $ 720,820 $ (20) 0.15957 $ 795,488 10.36% Subtotal Library $ 1,255,925 $ 1,255,961 $ (36) 0.21720 025894 $ 1,395,800 $ 1,395,820 $ (20) 0.29998 $ 1,495,488 7.14% Total City(PTELL&Non-PTELL) $ 3,882,231 $ 3,785,018 $ 97,213 0.65455 1.17960 $ 6,358,499 $ 6,258,007 $ 100,492 0.98831 $ 4,926,975 -21.27% less Bonds&interest $ 605,925 $ 605,949 $ (24) 0.10479 0.54420 $ 2,933,535 $ 2,933,589 $ (20) 0.30600 $ 1,525,488 48.00% PTELL Totals $ 3,276,306 $ 3,179,069 $ 97,237 0.54976 0.63540 $ 3,424,964 $ 3,324,417 $ 245.,895 0.68231 $. 3,401,487 2.32% NEW %Inc(Dec)Over $Inc(Dec)Over 2010 Requested 2010 Extended 2011 Requested Prior Yr Extended Prior Yr Extended City 2,374,964 2,288,133 City 2,288,133 0.00% (0) Library 675,000 675,000 Library 700,000 3.70% 25,000 Police Pension 375,000 361,284 Police Pension 413,354 14.41% 52,070 City Debt Service 2,212,735 2,212,770 City Debt Service 730,000 -67.01% (1,482,770) Library Debt Service 720,800 720,820 Library Debt Service 795,488 10.361/. 74,668 Total 6,358,499 6,258,007 Total 4,926,975 -21.27% (1,331,032) less Bonds&Interest 2,933,535 2,933,589 less Bonds&Interest 1,525,488 -48.00% (1,408,101) PTELL Subtotal 3,424,964 3,324,417 PTELL Subtotal 3,401,487 2.32% 77,070 City Debt Service Levy Breakout Series 2005A-Debt Service Fund $ 326,379 Series 2007A-Water Fund $ 133,454 Series 2004B-Sewer Fund $ 270,167 Total $ 730,000 2011 Tax Levy-Requested per Tax Levy Ordinance 2009 Rate Setting 2010 Rate Setting 2011 Estimated Rate Property Type EAV Property Type EAV Property Type Setting EAV Farm $ 2,524,355 Farm $ 2,398,027 Total $ 491,594,571 Residential $ 444,422,818 Residential $ 407,528,709 Commercial $ 124,381,958 Commercial $ 122,304,406 New Property $ 6,931,809 Industnal $ 6,921,977 Industnal $ 6,820,310 State Railroad $ 17,328 State Railroad $ 17,328 Total City $ 578,268,436 Total City $ 539,068,780 Total City $ 498,526,380 2009 2009 2009 2010 2010 2010 2011 2011 Est. %Changeover Levy Request Levy Extension Variance Actual Rate Actual Rate Levy Request Levy Extension Variance Estimated Rate Levy Reauest Prior Yr Ext. Corporate $ 683,500 $ 657,896 $ 25,604 0.11377 0.15284 $ 823,874 $ 793,563 $ 30,311 0.22976 $ 1,145,420 44.34% Bonds&Interest $ - $ - $ - 0.00000 0.41048 $ 2,212,735 $ 2,212,770 $ (35) 0.14643 $ 730,000 -67.01% IMRF Pension $ 466,991 $ 449,719 $ 17,272 0.07777 0.08343 $ 449,719 $ 433,303 $ 16,416 0.09027 $ 450,000 3.85% Police Protection $ 350,903 $ 337,940 $ 12,963 0.05844 0.06439 $ 347,098 $ 334,384 $ 12,714 0.07021 $ 350,000 4.67% Police Pension $ 350,000 $ 337,073 $ 12,927 0.05829 0.06957 $ 375,000 $ 361,284 $ 13,716 0.10544 $ 525,640 45.49% Audit $ 57,000 $ 54,936 $ 2,064 0.00950 0.01020 $ 54,936 $ 52,990 $ 1,946 0.00802 $ 40,000 -24.51% Liability Insurance $ 350,000 $ 337,073 $ 12,927 0.05829 0.06384 $ 344,129 $ 331,527 $ 12,602 0.00802 $ 40,000 -87.93% Social Security $ 317,124 $ 305,441 $ 11,683 0.05282 0.05667 $ 305,441 $ 294,332 $ 11,109 0.06018 $ 300,000 1.93% School Crossing Guard $ 25,000 $ 24,114 $ 886 0.00417 0.00460 $ 24,767 $ 23,935 $ 832 0.00501 $ 25,000 4.45% Unemployment Insurance $ 25,788 $ 24,866 $ 922 0.00430 0.00464 $ 25,000 $ 24,098 $ 902 0.01003 $ 50,000 107.481/. Subtotal City $ 2,626,306 $ 2,529,057 $ 97,249 0.43735 0.92066 $ 4,962,699 $ 4,862,187 $ 100,512 0.73337 $ 3,656,060 -24.81% Library Operations $ 650,000 $ 650,012 $ (12) 0.11241 0.12522 $ 675,000 $ 675,000 $ (0) 0.14041 $ 700,000 3.70% Library Bonds&Interest $ 605,925 $ 605,949 $ (24) 0.10479 0.13372 $ 720,800 $ 720,820 $ (20) 0.15957 $ 795,488 10.36% Subtotal Library $ 1,255,925 $ 1,255,961 $ (36) 0.21720 025894 $ 1,395,800 $ 1,395,820 $ (20) 0.29998 $ 1,495,488 7.14% Total City(PTELL&Non-PTELL) $ 3,882,231 $ 3,785,018 $ 97,213 0.65455 1.17960 $ 6,358,499 $ 6,258,007 $ 100,492 1.03336 $ 5,151,548 -17.68% less Bonds&interest $ 605,925 $ 605,949 $ (24) 0.10479 0.54420 $ 2,933,535 $ 2,933,589 $ (20) 0.30600 $ 1,525,488 48.00% PTELL Totals $ 3,276,306 $ 3,179,069 $ 97,237 0.54976 0.63540 $ 3,424,964 $ 3,324,417 $ 245.,895 0.72736 $. 3,626,060 9.07% NEW %Inc(Dec)Over $Inc(Dec)Over 2010 Requested 2010 Extended 2011 Requested Prior Yr Extended Prior Yr Extended City 2,374,964 2,288,133 City 2,400,420 4.91% 112,287 Library 675,000 675,000 Library 700,000 3.70% 25,000 Police Pension 375,000 361,284 Police Pension 525,640 45.49% 164,356 City Debt Service 2,212,735 2,212,770 City Debt Service 730,000 -67.01% (1,482.770) Library Debt Service 720,800 720,820 Library Debt Service 795,488 10.36% 74,668 Total 6,358,499 6,258,007 Total 5,151,548 -17.68% (1,106,459) less Bonds&Interest 2,933,535 2,933,589 less Bonds&Interest 1,525,488 -48.00% (1,408.101) PTELL Subtotal 3,424,964 3,324,417 PTELL Subtotal 3,626,060 9.07% 301,643 City Debt Service Levy Breakout Series 2005A-Debt Service Fund $ 326,379 Series 2007A-Water Fund $ 133,454 Series 2004B-Sewer Fund $ 270,167 Total $ 730,000 Reviewed By: Legal El Agenda Item Number Finance ❑ Admin#2 EST. 1 -_ 1836 Engineer ❑ °e— City Administrator 0 G x 0 Human Resources ❑ Tracking Number s1 0 Community Development ❑❑ ADM 2011-49 Police �4E Public Works ❑ Agenda Item Summary Memo Title: Ordinance for electric aggregation referendum Meeting and Date: City Council—November 22, 2011 Synopsis: See attached memo. Council Action Previously Taken: Date of Action: N/A Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Bart Olson Administration Name Department Agenda Item Notes: `,SAD C►p 011% Memorandum To: City Council EST 1836 From: Bart Olson, City Administrator CC: �• Date: November 17, 2011 �.MQW* Subject: Electric aggregation referendum LE Background This item was last discussed at the November 8th City Council meeting, where it was tabled. Update on electric aggregation referendum The policy decision as to whether the City-coordinated referendum option should be sought was recently discussed by Mettawa in the article here - http://www.dailyherald.com/article/20111029/news/710299809/. Mettawa was one of the first towns to discuss the referendum option after the Metropolitan Mayors Caucus coordinated and endorsed a voluntary opt-in program http://www.integrryse• nergy.com/Marketing/MEC/default.aspx. As stated in the meeting and in the Mettawa article, the reason that alternative energy suppliers are able to save money for residents is because ComEd locked in energy prices years ago in response to a volatile energy market. For a few years, ComEd's prices were very low compared to the open energy supply market. Recently though, alternative energy suppliers have been much cheaper. ComEd's locked in prices expire in June 2013, and it is expected that ComEd's energy supply prices will decrease to be very close to the current open energy supply market. This means the entire concept of an electric aggregation referendum may be moot in June 2013. If we were to approve an opt-out referendum, the earliest residents would see a reduction in their utility bill under our program would be in October or November 2012. Until then,we will encourage residents to enroll with an alternative electric supplier to save money. The question then becomes whether we want to spend the time and money to coordinate the efforts to administer the referendum and required ordinances and policies associated with an approved referendum(I don't believe an opt-out referendum has failed yet). All of the ordinances and policies associated with the electric aggregation referendum would be completed by NIMEC, the City's current electricity supply broker(they assist us with all of our municipal accounts). So, there would be minimal staff time and money to associated with the referendum. At this point,I am still recommending we pursue the electric aggregation referendum, but I wanted to make everyone aware of 1)the potential ineffectiveness of the program in June 2013 and 2) the ability for residents to sign up with an alternative energy supplier until the referendum goes into effect. For your information—Libertyville discussed these items this past week, and chose to pursue the referendum option. htt2://newssun.suntimes.com/news/8716491-418/libertyyille- joins-others-on-j4roLip-power-initiative.htmI Other articles about towns that have passed an electric aggregation referendum in the past few weeks include: http://mundelein.suntimes.com/8669272-417/local-communities-may-unite-for-lower-electrical- rates.html http://deerfield.suntimes.com/news/8687013-418/deerfield-officials-read.. -t�go-power- shopping html http://barrington.suntimes.com/news/8691368-418/barrin tg on-pondering-electric-costs.html http://couriemews.suntimes.com/news/8761612-418/huntley-board-opts-to-place-power-supply- vote-on-ballot.html Ordinance No. 2011- ORDINANCE PROVIDING FOR THE SUBMISSION TO THE ELECTORS OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, THE PUBLIC QUESTION WHETHER THE CITY SHOULD HAVE THE AUTHORITY UNDER THE ILLINOIS POWER AGENCY ACT AND PUBLIC ACT 96-176 TO ARRANGE FOR THE SUPPLY OF ELECTRICITY FOR ITS RESIDENTIAL AND SMALL COMMERCIAL RETAIL CUSTOMERS WHO HAVE NOT OPTED OUT OF SUCH PROGRAM WHEREAS, the United City of Yorkville (the "City") is a duly organized and validly existing non home-rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and, WHEREAS, The Illinois Power Agency Act(20 ILCS 3855/1-1 et seq.) (the "Act") was amended by Public Act 96-176 to add Section 1-92 entitled, "Aggregation of Electrical Load by Municipalities and Counties"; and, WHEREAS,under the Act if the City seeks to operate the aggregation program under the Act as an opt-out program for residential and small commercial retail customers, then prior to an adoption of an ordinance to establish a program, the City must first submit a referendum to its residents to determine whether or not the aggregation program shall operate as an opt-out program for residential and small commercial retail customers. If the majority of the electors voting on the question vote in the affirmative,then the City Council may implement an opt-out aggregation program for residential and small commercial retail customers; and, WHEREAS,the City Council hereby finds that it is in the best interest of the City to operate the aggregation program under the Act as an opt-out program and to submit the question to the electors in a referendum pursuant to the Act. NOW, THEREFORE, BE IT ORDAINED by the City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. The City Council finds that the recitals set forth above are true and correct and includes the recitals in this Ordinance. Section 2. The City Council finds and determines that it is in the best interests of the City to operate the aggregation program under the Act as an opt-out program. Section 3. In the event such question is approved by a majority of the electors voting on the question at the regular election on March 20, 2012, the City Council may implement an opt- out aggregation program and if the City Council adopts the program the City shall comply with all the terms and provisions of the Act. 1 Section 4. The City Clerk is directed to immediately certify and submit the following public question to the Kendall County Clerk to be placed on the ballot for the general election to be held on March 20, 2012, in the following form: Shall the United City of Yorkville have the authority to arrange for the Yes supply of electricity for its residential and small commercial retail customers who have not opted out of such program? No Section 5. In the event the State of Illinois amends the Act to revise the form of the question to be placed on the ballot, the Mayor is authorized to direct the County Clerk to change the form of the question to conform to the amended Act, if required. Section 6. The City has elected to work in collaboration with NIMEC who will use their professional expertise to develop a Plan of Operation and Governance, conduct the RFP process and coordinate with Illinois Commerce Commission, Illinois Power Authority, Attorney General's Office and Commonwealth Edison. Section 7. This ordinance shall be in full force and effect from and after its passage and approval as required by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this day of , A.D. 2011. CITY CLERK ROSE ANN SPEARS DIANE TEELING GEORGE GILSON JR. JACKIE MILSCHEWSKI CARLO COLOSIMO MARTY MUNNS CHRIS FUNKHOUSER LARRY KOT Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this day of 2011. MAYOR 2 ,SAD C►p Reviewed By: Agenda Item Number Legal ❑ Plan Commission#1 EST 1836 Finance ❑ Engineer ❑ Agenda Item Tracking Number City Administrator ■ �© Consultant ❑ PC 2011-06 & PC 2011-07 LE City Council Agenda Item Summary Memo Title: Henne/Friel(Worsley-Gawne Lane)Request for Rezoning& Final Plat Approval Meeting and Date• CC /November 22, 2011 Synopsis: Requested rezoning from R-1 District to R-2 District and Preliminary& Final Plat Approval for the purpose of creating two (2)new single-family residential lots. Council Action Previously Taken: Date of Action: N/A Action Taken: N/A Item Number: N/A Type of Vote Required: Majority Council Action Requested: Vote Submitted by: Krysti Barksdale-Noble, AICP Community Development Name Department Agenda Item Notes: See attached staff memorandum and supporting documents. Memorandum 0 To: City Council 1es6 Esr. From: Krysti J. Barksdale-Noble, Community Development Director 1 =`= CC: Bart Olson, City Administrator Date: November 17, 2011 TE Subject: Henne/Friel (Worsley-Gawne Lane) Kendae counTy �� Request for Rezoning and Preliminary & Final Plat Approval <kE '►�' Petitioner's Request & Backiround: The petitioners are requesting rezoning of three (3) unimproved parcels with a total area of approximately 0.73-acres located on Worsley Street and Gawne Lane from R-1 One Family Residence District to R-2 One Family Residence District. The petitioners also propose to re-plat the existing parcels to form two (2) new lots for the purpose of constructing a new single family residence on each lot in the future. Although the parcels are currently not serviced by public utilities, water and sewer are available to the property. In 1988 (recorded in 2008), the City entered into an agreement with the property owner to waive any future sewer and water connection fees in exchange for a grant of a 25 foot easement. As proposed, the bulk requirements of the R-2 One Family District can be satisfactorily complied with on the requested resubdivided lots. Further, the properties immediately to the north of the subject parcels are zoned R-2, same as proposed by the petitioner which creates an appropriate transition from higher intensity multi-family R-3 zoning to the west and lower intensity R-1 single family to the south and east. The requested rezoning is also consistent with the 2008 Comprehensive Plan future land use designation as "Traditional Neighborhood". Attached is staff's memorandum to the Plan Commission with detailed zoning analysis and engineering review of the proposed rezoning and requested Final Plat approval. Plan Commission Action: The Plan Commission reviewed the requested Rezoning and Final Plat approval at a public hearing held on November 9, 2011 and made the following action: Motion to recommend approval of the rezoning from R-1 One Family Residence to R-2 One Family Residence District, and Final Plat approval subject to the following conditions: 1. The adjacent right-of-ways need to be dimensioned. 2. The type and size of the monuments to be set need to be described and the locations shown. 3. The most current easement provisions and certifications should be utilized. 4. The City Engineer's and Clerk Certificates should be added. 5. The Owner's Certificate should be corrected. 6. The drainage and grading certificate should be removed. Action Item• Lindblom-yes; Crouch-yes; Weaver-yes; Jones-yes; Baker-yes; Prochaska-yes; Adams-yes; Winninger-yes 8 ayes; 0 no Staff Comments The petitioner will provide revised Final Plat plans prior to Tuesday night's meeting which satisfactorily address the comments from the City's engineering consultant per the conditions of the Plan Commission recommendation. A copy of the revised plat will be presented at the meeting. Should the City Council vote favorably on the petitioners' requests, approval will consist of (1) an ordinance rezoning the property from R-1 One Family Residence District, and (2) an ordinance approving the Final Plat. Representatives for the petitioners will be available at Tuesday night's meeting to answer any questions from the City Council. c,r� Memorandum 0 To: Plan Commission 1es6 Esr. ! �- From: Krysti J. Barksdale-Noble, Community Development Director 1 `= CC: Bart Olson, City Administrator Date: November 4, 2011 TE oa= ® Subject: PC 2011-06 & PC 2011-07—Henne/Friel (Worsley-Gawne Lane) Kendae counTy �� Request for Rezoning and Preliminary & Final Plat Approval <LE '►�' Petitioner's Request& Background: The petitioners are requesting rezoning of three (3) unimproved parcels with a total area of approximately 0.93-acres located on Worsley Street and Gawne Lane from R-1 One Family Residence District to R-2 One Family Residence District. The petitioners also propose to re-plat the existing parcels to form two (2) new lots for the purpose of constructing a new single family residence on each lot in the future. Although the parcels are currently not serviced by public utilities, water and sewer are available to the property. An eight-inch (8") water main runs along Gawne Lane and continues west and north along Worsley to Main Street, and a sanitary sewer line is located on Gawne Lane with connection available at an existing manhole near the northwest corner of the existing Lot 6 (proposed Lot 2). However, in 2008 the City entered into an agreement with the property owner to waive any future sewer and water connection fees in exchange for a grant of a 25 foot easement recorded as Doc. #200800024713 in Kendall County(refer to attached). Rezoning Request Staff has analyzed the existing land uses and zoning surrounding the subject property in consideration of the proposed rezoning from R-1 One Family Residence District to R-2 One- family Residence District. The following chart provides details of those land uses: Existing Zoning Existing Land Use Comments Residential Approx. 20'paved alley between the North R-2 One-Family Residence subject property and the single-family residences to the north. South R-1 One Family Residence Residential Single-family dwellings located at 102 & 105 Worsley Street. East R-1 One Family Residence Undeveloped Undeveloped heavily wooded parcel. West R-3 General Residential District Residential Residential property located at 412 E. Main Street.Heavily wooded parcel. As indicated in the chart above and illustrated on the attached map, the properties within the immediate area surrounding the subject parcel are zoned as residential land uses within either the R-1, R-2 or R-3 districts. The properties immediately to the north are zoned R-2, same as proposed by the petitioner; further, the proposed R-2 zoning of the subject parcel creates an appropriate transition from higher intensity multi-family R-3 zoning to the west and lower intensity R-1 single family to the south and east. Bulk Requirements Since the proposed rezoning request contemplates the future construction of a single family residence on the requested resubdivided lots, a detailed review of the R-2 One Family District bulk regulations was conducted to analyze compliance with the proposed re-platted lots. The following R-2 bulk regulations will apply: • Minimum lot size requirement of 12,000 square feet; Each proposed new lot is approximately 16,000 sq. ft. Complies • Minimum lot width requirement of 80 feet when served by public utilities; Each proposed new lot is in excess of 100 feet in width at the building setback line. Complies • Maximum lot coverage of 30%; Shall comply • Maximum building height of thirty feet (30') and no more than 2.5 stories, whichever is less; Shall comply • Minimum required front yard setback of thirty feet(30'); Complies • Minimum required side yard setback of ten feet (10') or ten percent (10%), whichever is greater; Complies • Minimum rear yard setback of thirty feet (30') feet. Complies Comprehensive Plan The property is located within an area designated as "Traditional Neighborhood" within the 2008 Comprehensive Plan. The character for the Traditional Neighborhood designation is residential with anticipated infill development. Preliminary & Final Plat Attached is the proposed Final Plat of Subdivision for the two (2) new R-2 One Family Residential zoned lots. The plan has been reviewed by the City's engineering consultant for compliance with the Subdivision Control Ordinance's Standards for Specification. In that regard, the following comments have been provided to the petitioner in a letter dated September 30, 2011 (see attached): • The adjacent right-of-ways need to be dimensioned. • The type and size of the monuments to be set need to be described and the locations shown. • The most current easement provisions and certifications should be utilized. • The City Engineer's and Clerk Certificates should be added. • The Owner's Certificate should be corrected. • The drainage and grading certificate should be removed. Sidewalk/Trail Requirement Additionally, the requirement for the installation of a sidewalk along the frontage of each property may be waived in lieu of cash donation to the City's Trail Bank per the provision of Ordinance 2010-30 (see attached), should the developer be inclined to do so. Staff Recommendation: Based upon the existing surrounding land use and zoning, as well as the compliance with the bulk regulations of the proposed R-2 One Family Residence District depicted in the Final Plat, staff recommends approval of the requested rezonink and Preliminary & Final Plat subject to comments by the City's enzineering consultant in a letter dated September 30, 2011. Findings of Fact: In considering rezoning requests, the Zoning Ordinance requires the Plan Commission to make findings based upon the evidence presented to it in each specific case with respect to the following matters: a. Existing uses of property within the general area of the property in question. b. The zoning classification of property within the general area of the property in question. c. The suitability of the property in question to the uses permitted under the existing zoning classification. d. The trend of development, if any, in the general area of the property in question, including changes, if any, which have taken place since the day the property in question was placed in its present zoning classification. e. The impact that such reclassification and/or annexation will have upon traffic and traffic conditions on said routes; the effect, if any, such reclassification and/or annexation would have upon existing accesses to said routes; and the impact of additional accesses as requested by the petitioner upon traffic and traffic conditions and flow on said routes. (Ord. 1976-43, 11-4-1976) Additional factors to be considered for an amendment to a zoning ordinance as determined by the `LaSalle' and `Sinclair' cases should also be considered. These factors are as follows: 1) The existing uses and zoning of nearby property; 2) The extent to which property values are diminished by the particular zoning restrictions; 3) The extent to which the destruction of property values of plaintiff promotes the health, safety, morals, and general welfare of the public; 4) The relative gain to the public as compared to the hardship imposed upon the individual property owner; 5) The suitability of the subject property for the zoned purposes; 6) The length of time the property has been vacant as zoned considered in the context of land development in the area in the vicinity of the subject property; 7) The community need for the proposed use; and, 8) The care with which the community has undertaken to plan its land use development. a a N r 7 10 0S 0 N N 43 0 'r United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 Telephone: 630-553-4350 tip Fax: 630-553-3436 PC# APPLICATION &PETITION ANNEXATION, PLANNED UNIT DEVELOPMENT,ZONING OR SPECIAL USE REQUEST Development Name: Date of Submission: August 18, 2011 Requesting: (]Annexation )]Zoning 0 Planned Unit Development [] Special Use: 1. Name of Petitioner(s): Verne Henne and Steven and Dawn Friel Address: PO Box 51, Yorkville, IL 60560 Phone Number: 630-55395203 Fax Number: 630-553-5582 Email Address: Relationship of Petitioner(s)to subject property: []Owner 0 Developer Wontract Purchaser 2. Name of holder of legal title, if different from#1: Steven and Dawn Friel If legal title is held in a Land Trust, list the names of all holders of any beneficial interest therein: NIA 3. a). (i). Street address and physical location of subject property: Worsley Road and Gawne Lane (ii). Zoning of surrounding parcels: North: R-2 South: R-1 East: R-1 West: R-3 b). Legal description of property;attach as Exhibit"A". c). Total Acreage: 150 x 214 d). Kendall County Parcel Number(s)of property: 02-33-129-009 e). Current Zoning Classification: R-1 f). Zoning Classification Requested: R-2 g). Is this property within City limits? X Yes No, requesting annexation United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 1.29.09 44 4. Names and addresses of any adjoining or contiguous landowners and landowners within 500' entitled to notice of petition under any applicable City ordinance or State Statute: Attach a separate list and label as Exhibit"B". 5. List all governmental entities or agencies required to receive notice under Illinois law: 6. List the Illinois Business Tax Number(IBT#)for the State of Illinois and names of businesses located on subject property to be annexed: N/A 7. Does a flood plain exist on the subject property? NIA 8. Do Electors reside on the subject property? N/A If so, they must execute this petition to annex. (Electors as defined by Illinois Law is a resident of the parcel who is a registered voter. Legal owners of the annexing parcel must sign the petition regardless of place of residence or legal voting status.) 9. Contact Information: Name, address, phone number, fax number, and email address of person to whom inquiries regarding this petition may be directed: Law of Offices Daniel J. Kramer, 1107A. S. Bridge Street,Yorkville, IL phone:630-553-9500, fax:630-553-5764, dkramer @dankramerlaw.com Attorney: Name: Daniel J. Kramer Address: 1107A S. Bridge Yorkville, IL 60560 Phone Number: 630-553-9500 Fax Number: 630-553-5764 Email Address: 0:9l >,@Dior�fttarlaw.com Engineer: Name: Address: Phone Number: Fax Number: Email Address: Land Planner: Name: Address: Phone Number: Fax Number: Email Address: United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 1.29.69 45 10. Submit the following to the Community Development Department in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 35 copies. b. Appropriate filing fee(Please refer to page 4 of this application to"Petitioner Route, Step 1, Fees"and/or contact the Community Development Department for verification of this amount.) c. Concept or Preliminary Site Plan:35 sets folded to fit in a 10"x 13"envelope. d. One CD containing one electronic copy(pdf)of each of the signed application (complete with exhibits)legal description, and site plan. In witness whereof the following petitioners)have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct and swear that the property to be annexed is contiguous to the United City of Yorkville. Date: y` a 7- 11 Petitions Signature: (All legal property owners'signatures must appear"on thi application.) C Subscribed and sworn to before me this day of r�: ,20R_�_. "O:11!ublic,AL SEAL" Notary Seal JENR WILSON Notar State of IIIinois My co MUST BE NOTARIZED. 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Name of Petitioner(s): Verne Henne and Steven and Dawn Friel Address: PO Box 51, Yorkville, IL 60560 Phone Number: 630-553-5203 Fax Number: 630-553-5582 Email Address: 2. a). Street address and physical location of subject property: Worsley Road and Gawne Lane b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 150 x 214 3. Contact Information: Name, address,phone number, fax number, and email address of person to whom inquiries regarding this petition may be directed: Law Offices of Daniel J. Kramer, 1107A S. Bridge Street, Yorkville Attorney: Name: Daniel J. Kramer Address: 1107A S. Bridge Street, Yorkville, IL 60560 Phone Number: 630-553-9500 Fax Number: 630-553-5764 Email Address: dkramer @dankramerlaw,com United City of Yorkville Preliminary/Final Plat Application Revised:_1.29.09 i 27 Continued—3. Contact Information Engineer: Name: Jim O l son Surveyor Address: Phone Number: 630-553-0050 Fax Number: 630-553-0964 Email Address: Land Planner: Name: Address: Phone Number: Fax Number: Email Address: 4. Submit the following to the Community Development Department in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee(Please refer to Page 3 of this application"Petitioner Route, Step 1,Fees" and/or contact the Community Development Department for verification of this amount). c. To begin the review process,the initial submittal must consist of- 1. 12 sets of Preliminary Plans/Final plats folded to fit in a 10"x 13"envelope 2. 7 sets of Landscape Plans folded to fit in a 10"x 13"envelope 3. 7 sets of Preliminary/Final Engineering folded to fit in a 10"x 13"enveloped. d. One Ca containing one electronic copy(pdf) of each of the signed application (complete with exhibits), preliminary plan or final plat, landscape plans, engineering plans. Within one week of receipt of submittal,the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the plan council meeting date will be scheduled for the next meeting that is 6 weeks from this date. One weekprior to your scheduled Plan Council meeting,you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members. United City of Yorkville Preliminary/Final Plat Application Revised:_1.29.09 28 In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. Date: Z/-a -)-// Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney,Engineer)must appear on this application.) -�'a /�7- Subscribed and sworn to before me this A7 day of V-1, J{ , 200- -LL. ^OFFICIAL SEAS" A JENNIFER WILSON Notary Seal Natary Public,State 901"no>s 14 THIS APPLICATION MUST BE NOTARIZED. United City of Yorkville Preliminary/Final Plat Application Revised:_1.29.09 i 29 PRELIMINARY PLANXINAL PLAT PETITIONER ROUTE Step 1: Petitioner must submit a completed application, fees* and all pertinent materials to the Community Development Department a minimum of 45 days prior to the targeted Plan Commission meeting. Petitioner is responsible for making submittals to other review agencies such as Kendall County, Illinois Department of Transportation,Illinois Department of Natural Resources,U.S. Army Corps of Engineers, etc., to allow timely review by City. *Fees: 1. Preliminary Plan Fee- $500/Final Plat Fee- $500 a. Engineering Review Fees- 1.25% of the approved engineer's estimate of cost of all land improvements, to be determined by City Engineer. b. Engineering Review Deposit-up to 1 acre=$1,000; over 1 acre but not over 10 =$2,00 over 10 acres, but not over 40 =$5,000 over 40 acres,but not over 100= $10,000 over 100 acres=$20,000 c. Deposit for Outside Consultants- under 2 acres=$1,000 2 to 10 acres= $2,500 over 10 acres=$5,000 Note: Owner/Developer will be responsible for payment of recording fees and costs,public hearing costs including a written transcription of public hearing and outside consultant costs(i.e. legal review, land planner, zoning coordinator, environmental,etc.). Should Owner/Developer not pay these fees directly,they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. Note: You must present your plan at each of the meetings below as indicated. Step 2: Plan Council: The Plan Council meets the 2nd and 4'h Thursday of the month at 9:00 a.m. in the city conference room. Upon recommendation by the plan council,you will move forward to the Plan Commission Meeting. Attendees to this meeting include: Community Development Director, City Engineer,Building Department Official, Public Works Director, Director of Parks and Recreation, Fire Department Representative, and Police Department representative. Step 3: For Preliminary Plans only;Park Board planning meeting: The Park Board makes recommendations on any Park Sites included in the development. The Park Board planning meeting is the 4a' Thursday of each month at 7:00 p.m, at the Riverfront Building, 201 W. Hydraulic Street. Step 4: Plan Commission: The Plan Commission meets the 2nd Wednesday of each month at 7:00 p.m. in the Yorkville public library at 902 Game Farm Road. The Plan Commission will make a recommendation for the City Council's consideration. The Plan United City of Yorkville Preliminary/Final Plat Application Revised:_1.29.09 31 CHECK LIST FOR PRELIMINARY PLANS SECTION 1: WRITTEN DOCUMENTS 1. A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan B. A time schedule of the proposed development of the area covered by such preliminary plan C. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the plan,including the specific section of the Ordinance. 2. A boundary survey of the area covered by such preliminary plan, prepared and certified by a registered Illinois surveyor. SECTION 2: GENERAL PLAN INFORMATION I. A rendered outline of the area covered by such preliminary plan drawn at a scale of not less than 1 inch equals 100 feet. 2. The plan must contain the following information: A. Scale B. North Arrow C. Original and Revised dates —��'- D. Name and address of owner of record E. Name and address of site plan designer F. Current zoning of the property G. All categories of proposed land use 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. The following site data provided in the lower right corner: A. Size of property in square feet or acres B. Square footage and percent of site coverage with buildings C. Square footage and percent of site coverage with pavement D. Number of parking spaces to be provided E. Number of parking spaces required by zoning ordinance F. Number of proposed buildings/dwelling units/lots SECTION 3: PLAN DATA REOUIREMENTS 1. A site location map. 2. Dimensions of the property. 3. A topographical survey of the area covered by such preliminary plan at two-foot contour intervals drawn at not less than one inch equals one hundred feet. 4. A detailed plan for the treatment of any proposed storm water detention or retention facilities. 5. Existing or proposed public roads,streets,and alleys,including classifications,width of right-o£--way and paved surfaces,and existing and proposed sidewalks. United City of Yorkville Preliminary/Final Plat Application Revised:_1.29.09 32 6. Dimensioned building setbacks,and as applicable;areas for off-street parking,trucking maneuvering and service,and open space/recreational facilities. 7. A schematic of existing or proposed public utility systems,including the size of sanitary sewers,storm water lines,&streetlights. 8. Existing vegetation and plantings. 9. Any other information required by the City,to clearly show the proposed site plan elements. CHECK LIST FOR FINAL PLANS SECTION 1: WRITTEN DOCUMENTS 1. A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan. B. A development schedule,indicating the approximate dates for construction of the Final Plan. C. Petitioners proposed covenants,restrictions,and conditions to be established as part of the Final Plan, D. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the Final Plan,including the specifics of the Ordinance. SECTION 2: GENERAL PLAN INFORMATION 1. Must be drawn to accurate engineering scale. 2. Must contain the following information: A. Scale B. North Arrow C. Original and revised dates D. Name and address of owner of record E. Name and address of site plan designer 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property a. Site data to be provided in lower right hand corner: A. Legal Description B. Size of property in square feet and acres C. Current Zoning D. Square footage&percent of site coverage with buildings E. Square footage&percent of site coverage with pavement F. Square footage&percent of site coverage with landscaping G. Number of parldng spaces required by zoning ordinance H. Number of parking spaces to be provided I. Number of buildings J. Number of dwelling units K. Breakdown of dwelling unit bedroom types United City of Yorkville Preliminary/Final Plat Application Revised:_1.29.09 33 5. Landscape data to be provided in lower left hand corner: A. Number of plantings by type B. Size of plantings at installation C. On-center spacing for hedges(Should be 3 feet apart) D. Caliper size of all trees at installation SECTION 3: PLAN DATA REQUIREMENTS . Dimensions of property. 2. Existing and proposed public and private streets,right-of-ways,driveways,all principal and accessory buildings and their uses,dimensioned building setbacks,lot sizes,sidewalks,off-street parking,service areas,open spaces,and recreation facilities. 3. Preliminary architectural plans for all residential buildings,in sufficient detail to show basic building plan. 4. The existing and proposed vehicular and pedestrian circulation systems,indicating their inter-relationship and proposed treatments of points of conflict. 5. Existing and proposed utility systems,including sanitary sewers,water,electric,gas,telephone,and cable television lines,including their sizes. 6. Proposed public and private lighting systems. 7. Existing and proposed easements for utility services. 8. Proposed signage,indicating location and size. 9. Existing vegetation and plantings. 10. Proposed berming and fencing. It The location and size in acres or square feet of all areas to be conveyed,dedicated,or reserved as common open space,public parks,recreational areas,school sites,and similar semi-public uses. 12. Any other information necessary to clearly show the proposed site plan elements. United City of Yorkville Preliminary/Final Plat Application Revised:_1.29.09 i 30 Commission consists of 10 members appointed by the Mayor, the City Attorney and City Land Planner. Step 5: The project will be discussed in an informal atmosphere at the Economic Development Committee meeting, held the first Tuesday of each month at 7 P.M. in the City Council chambers. This session is to discuss and consider recommendations of prior committee meetings. Step 6: City Council: The City Council meets the second and fourth Tuesdays of the month at 7:00 p.m. in the Council Chambers at City Hall. This is where all City Council voting takes place. If this project has included an annexation and/or zoning petition, a Public Hearing will be held at this time with notice given by publication. Any annexation agreement, PUD agreement or development agreement must be signed by the Petitioner prior to being voted on by the City Council. Prior to the recording of the final plat,the petitioner must pay the Administration Fee. This is equal to 1.25% of the approved engineer's estimate of construction costs of land improvements,including but not limited to all public improvements to be dedicated to the City,mass earth grading, and quasi-public improvements to be maintained by the homeowner's associations such as private storm sewer, parking areas, and trails. Step 8: Final Plat recording instructions: Once the final plat is approved by the City Council and all required documents,bonds,and letters of credit are submitted to the city, the final plat may be recorded with Kendall County. Submit the final plat mylar to the Deputy Clerk.for signatures. When all city signatures are in place,the developer or his surveyor may take the mylar to the Kendall County Clerk for his signature. The next step is to have six paper prints made and return to the Kendall County Recorder's office for recording. Kendall County requires the mylar and four paper copies. The City of Yorkville requires that you submit two recorded paper copies to the Deputy Clerk. Any copies you may require would be in addition to these. Agreement:. I understand and accept all requirements, fees as outlined as well as any incurred administrative and planning consultant fees which must be current before this project can proceed to the next scheduled committee meeting. Please sign and return(retaining a copy for your records)to the Deputy Clerk,United City of Yorkville, 800 Game Farm Road,Yorkville,Illinois 60 14L3-7 Date Signature of Petitioner United City of Yorkville Preliminary/Final Plat Application Revised:_1.29.09 Legal Description Lots 4, 5, and 6 in block 2 of Worsley's Addition to the Village of Bristol, in the Village of Yorkville,Kendall County, Illinois Swb of Mew la.el Mlfrie! dh..Nrw�jr'sLreaPyFw bra An *WA L.M 9..yv bkMrRrb r1pb�s+l J !L mi AsebLr.LM.abd Avenhay �s l d wr f h Aatt �I.+.�M1 r��Mdh�r LaMw qy ML 1Wi A��py��IUrY r�M by /7Y� w�Miff,Irw�Iwo rIM-.0./nrw! 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'yoy-Xvl'u-6, 1L loo5c�o _ L t; ate.. =.�.'• 9 e i Q Y' CITY of YORKVILLE County Seat of Kendall County Yorkville,Illinois 605BO 312.553-6222 TO: Steve Friel NOW COMES THE United City of the Village of Yorkville who does hereby agree that in consideration of the grant of a 25 foot easement for purposes of a storm sewer and maintenance thereto, does hereby agree to waive City sewer and water hook-up fees, and in addition thereto to waive any cost for a City sewer and water hook-up should the above-named person or his successors, heirs and assigns in ownership to his real property desire to hook on to the City sewer and water lines. The parties further agree that the City shall, at City expense, acquire a legal description For the easement and prepare a grant of easement which shall be executed by the above-named person:- upon presentation by the United City of the Village of Yorkville. IN WITNESS WHEREOF, the undersigned parties have accepted the terms of this agreement, this day of June, 1988. ROBERT E: DAVIDSON, J ayor er 6 s , J. LEGAL DESCRIPTION Parcel 2 That Part of Lot 6 to Block 2 or Norsley's Addition to the Village of Bristol in the City of Yorkville, Kendall County. Illinois, lying 12.50 feet each side of a center line which begins on the northerly line of said Lot 6, d distance of 29.91 feet (measured along said northerly line) westerly of the Northeast corner of said Lot 6, and which ends on the southerly line of said Lot 6, a distance of 20.27 feet (measured along said southerly line) westerly of the Southeast corner of said Lot 6, and containing U.Utd6 acres. J I I I � 1 I sari I a % q �j Is I 1 �• �' � I rnr�eJS" A� r y � vifQ IkOti1 I I Fox Rig Plain I ry� . �♦�a ~ t•! � •rP 1 elf �_. I usI• I Md'- 1 I . i1 ,a9i Zt. Iri ,;, 1 ,lS=-1 I � Fox R` PLAT TO ACCOMPANY EASEMENT SECTION 33, TOWNSHIP 37 -NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN SCALE: 1 1 1 A 0 I 1 OFD 5 � 1 ORS , fl 4 a , 6 T R A a T IA - f (P AREN T TRACT) 1 7 f f ! 9 B f 7 TRAC B 15' Wf E PERMANENT EASEMENT EXHIBIT A WALTER E. DEUCHLER ASSOCIATES, INC. 5"E .1 G'on�sultznq fngineers — Aurora, Alinotis °F 2 REVISIONS PERMAMENT WATER MAIN EASEMENT CAD DWG: \YV\O508a—qq\FR1EL—ESMT.OWG DESIGNED JWF PROVED PFM DGK Jpg Nl1Ea6ER GRANTED BY STEVEN & DAWN FRIEL DRAWN JWF DATE as/z4/q� SCALE I.-,d. 788/05084/OQ TO THE UNITED CITY OF YORKVILLE, ILLIA[L OIS Engineering Enterprises, Inc. September 30, 2011 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 600 Game Farm Road Yorkville, IL 60560 Re: Worsley's Resubdivision United City of Yorkville Kendall County, Illinois Krysti, We have received the plans prepared by James M. Olson Associates, LTD. Our review of these plans is to generally determine the plan's compliance with United City of Yorkville ordinances and whether the improvements will conform to existing City systems and equipment. This review and our comments do not relieve the designer from his duties to conform to all required codes, regulations, and acceptable standards of engineering practice. Engineering Enterprises, Inc.'s review is not intended as an in-depth quality as$urance review. We cannot and do not assume responsibility for design errors or omissions in the plans. As such, we offer the following comments: 1. The adjacent right-of-ways need to be dimensioned. 2. The type and size of the monuments to be set need to be described and the locations shown. 3. The most current easement provisions and certificates should be utilized. 4. The city engineer's and city clerk certificates should be added. 5. The owner's certificate should be corrected. 6. The drainage and grading certificate should be removed. Road,52 Wheeler Sugar Grove, 60554 (6 30)466-6700 • 1 466-6701 fax —www.eeiw'• • Ms. Krysti Barksdale-Noble September 30, 2011 Page 2 of 2 If you have any questions or require additional, information please call our office. Respectfully submitted, ENGINEERING ENTERPRISES, INC. Bradley P. Sanderson, P.E. Vice President BPS/dm PC: Mr. Bart Olson, City Administrator Mr. Eric Dhuse, Director of Public Works Ms. Lisa Pickering, Deputy Clerk JWF, EEI \\Phobos\EEI_Storage\Docs\Public\Yorkville\2011\YO1142-D Worsley's Resubdivision\Docs\lcofy-plan review01.doc Ordinance No. 2010-—so ORDINANCE REGARDING A POLICY AND PROCEDURE TO CREATE A FUNDING MECHANISM FOR SIDEWALK, TRAILS AND PATHS WHEREAS, pursuant to Ordinance No. 2009-48, the Mayor and City Council of the United City of Yorkville(the •'Col f)orate Authorities"} adopted the Integrated Transportation Plan which calls for the construction of regional and local trails and bike paths throughout the City; and, WHEREAS, construction of said trails and bike paths requires significant funding; and, WHEREAS, new construction of homes and businesses include a requirement for the construction of public sidewalk along their frontages of public roadways, however all of such new construction is not in areas where sidewalk is either practical or beneficial to the general public; and, WHEREAS, in certain instances, it is in the best interest of the citizens of the City to permit the requirement for sidewalks to be waived in consideration of providing funding for trails and bike paths as hereinafter set forth. NOW THEREFORE, BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois: Section 1. Upon review of a proposed development, the City Administrator shall deternine if a sidewalk is not practical or beneficial at the location of proposed new construction. Properties within larger plarmed developments previously approved by the City Council shall not be considered. Section 2. Upon making said determination, the Community Development Director shall notify the owner/developer of the finding and waive the requirement for sidewalk at that location subject to payment of an amount equal to the amount which would have been required for construction of said sidewalk servicing the new construction to fund local trails and bike paths. Section 3. Owner/developer shall have the option of constructing a sidewalk across the frontage of the property being improved or transferring an amount equal to the cost thereof to the City for trail or bike path projects. The City shall have the right to require that the owner/developer construct the sidewalk across their property's frontage if the amount due to the City is not paid or cannot be agreed upon. Section 4. All funds are to be deposited in a separate account and are to be used only for the purpose of acquiring easements, design, or construction of trails or bike paths at locations deemed beneficial to the public. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois, thisc-�a day of , A.D. 2010. IL e ROBYN SUTCLIFF GEORGE T. GILSON, JR. ARDEN,IOE PLOCHER � DIANE TEELING GARY GOLINSKI � MARTY MUNNS ROSE SPEARS � WALLY WERDERICH APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this C2)211_day of , A.D. 2010. Mayor Ordinance No. 2011- AN ORDINANCE OF THE UNITED CITY OF YORKVILLE,KENDALL COUNTY,ILLINOIS, APPROVING THE REZONING TO THE R-2 ONE FAMILY RESIDENCE DISTRICT FOR THE PROPERTY LOCATED ON WORSLEY STREET AND GAWNE LANE (Henne and Friel Property) WHEREAS, the United City of Yorkville (the "City") is a duly organized and validly existing non home-rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and, WHEREAS, Verne Henne and Steven and Dawn Friel are the owners (the "Owner") of residential property located on Worsley Street and Gawne Lane, Yorkville, Illinois, (the "Subject Property") legally described on Exhibit A attached hereto and made a part hereof by reference, and are seeking rezoning of the Subject Property from the R-1 One Family Residence District to the R-2 One Family Residence District; and, WHEREAS, the Plan Commission convened and held a public hearing on the 9th day of November, 2011, to consider the rezoning after publication of notice and notice to property owners within five hundred(500) feet of the Subject Property; and, WHEREAS,the Plan Commission reviewed the standards set forth in Section 10-14-7135 and made findings of fact and recommendation to the Corporate Authorities for approval of the rezoning; and, NOW, THEREFORE, BE IT ORDAINED by the City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. The above recitals are incorporated herein and made a part of this Ordinance. Section 2. That the Corporate Authorities hereby approve the rezoning of the Subject Property, legally described on Exhibit A, from the R-1 One Family Residence District to the R-2 One Family Residence District. Section 3. This Ordinance shall be in full force and effect upon its passage, approval, and publication as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this day of , A.D. 2011. CITY CLERK 1 ROSE ANN SPEARS DIANE TEELING GEORGE GILSON JR. JACKIE MILSCHEWSKI CARLO COLOSIMO MARTY MUNNS CHRIS FUNKHOUSER LARRY KOT Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this day of 2011. MAYOR 2 STATE OF ILLINOIS ) ss. COUNTY OF KENDALL ) Ordinance No. 2011- AN ORDINANCE OF THE UNITED CITY OF YORKVILLE,KENDALL COUNTY,ILLINOIS, APPROVING THE PRELIMINARY AND FINAL PLAT OF RESUBDIVISION FOR THE PROPERTY LOCATED ON WORSLEY STREET AND GAWNE LANE (Henne and Friel Property) WHEREAS, the United City of Yorkville (the "City") is a duly organized and validly existing non home-rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and, WHEREAS, Verne Henne and Steven and Dawn Friel are the owners (the "Owners") of residential property located on Worsley Street and Gawne Lane, Yorkville, Illinois, (the "Subject Property") legally described on the Preliminary and Final Plat of Resubdivision attached hereto and made a part hereof by reference as Exhibit A, and are seeking resubdivision of the Subject Property into two (2) lots; and, WHEREAS, the Plan Commission convened and held a public hearing on the 9th day of November, 2011, to consider the resubdivision of the Subject Property after publication of notice and notice to property owners within five hundred(500) feet of the Subject Property; and, WHEREAS, the Plan Commission reviewed the standards set forth in Chapter 3 and 4 of Title 11 of the Yorkville Subdivision Control Ordinance and made a recommendation to the Mayor and City Council ("the Corporate Authorities") for approval of the resubdivision by its Preliminary and Final Plat of Resubdivision. NOW, THEREFORE, BE IT ORDAINED by the City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. The above recitals are incorporated herein and made a part of this Ordinance. Section 2. That the Corporate Authorities hereby approve the Preliminary and Final Plat of Resubdivision of Lots 4, 5 and 6 in Block 2 of Worsley's Addition, Yorkville, Kendall County, Illinois prepared by James M. Olson attached hereto and made a part hereof by reference as 1 Exhibit A for the resubdivision of the Subject Property, legally described on Exhibit A with Property Index Numbers of Section 3. This Ordinance shall be in full force and effect upon its passage, approval, and publication as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this day of , A.D. 2011. CITY CLERK ROSE ANN SPEARS DIANE TEELING GEORGE GILSON JR. JACKIE MILSCHEWSKI CARLO COLOSIMO MARTY MUNNS CHRIS FUNKHOUSER LARRY KOT Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this day of 2011. MAYOR 2 ,SAD CO. Reviewed By: Agenda Item Number 2� o 01% Legal ❑ Plan Commission#2 EST 1836 Finance ❑ Engineer ❑ Agenda Item Tracking Number City Administrator ■ 'A �© Consultant El PC 2011-08 LE City Council Agenda Item Summary Memo Title: Autumn Creek—PUD Amendment& Resubdivision of Unit I Final Plat Meeting and Date• CC /November 22, 2011 Synopsis: Requested PUD Amendment to resubdivide 24 lots previously planned for 107 townhome units to now depict 34 new single-family lots in an amended final plat. Council Action Previously Taken: Date of Action: 6/22/2010 Action Taken: Amended Annexation Agreement Item Number: PC 2010-05 Type of Vote Required: Majority Council Action Requested: Vote Submitted by: Krysti Barksdale-Noble, AICP Community Development Name Department Agenda Item Notes: See attached staff memorandum and supporting documents. Memorandum EST. 1836 To: City Council --� From: Krysti J. Barksdale-Noble, Community Development Director CC: Bart Olson, City Administrator Date: November 17, 2011 Kendae t°unTy I'!<LE '�� Subject: Autumn Creek—PUD Amendment& Resubdivision of Unit 1A Final Plat Background & Request: In April 2005, the Autumn Creek Subdivision was granted annexation and PUD approval to construct a total of 575 residential dwelling units, which included 317 single family units and 258 townhome units. Currently, 136 single family and 134 townhomes for a total of 270 units in the Autumn Creek Subdivision have been constructed. However, in July 2010, the petitioner sought and was granted approval for an amendment to the original annexation and PUD agreement. As part of the amended Annexation Agreement, the City agreed to consider a revision to the Unit IA Final Plat of the PUD to permit single family housing rather than the originally planned townhomes on the remaining un-built lots as long as there was no increase in density for the overall development. Additionally, the original annexation agreement for the Autumn Creek Subdivision provides in Section 34 that an amendment to the Planned Unit Development may be applied for and processed by the City without requiring an amendment to the Annexation Agreement. Pulte has researched the housing market trends and change in product demand, and is now ready to proceed with formal PUD and Final Plat amendment approval to reflect the proposed new single family housing product to be constructed on the re-platted lots. The 10.4-acre area of the Unit lA Final Plat of Subdivision is generally located south of Kennedy Road and west of U.S. Route 34, along Crimson Lane and Sage Court near the center of the Autumn Creek development. Originally approved for 24 multi-family (townhome) lots consisting of 107 units, the petitioner is now seeking to amend the Final Plat to now depict 34 new single family lots. A more detailed analysis of the proposed Final Plat amendment with regards to change in density, engineering review and fiscal impact is provided in staff's memorandum to the Plan Commission which is attached for your reference. Plan Commission Action: The Plan Commission reviewed the requested PUD Amendment&Resubdivision of Unit IA Final Plat at a public hearing held on November 9, 2011 and made the following action: Motion to recommend approval of the PUD Amendment & Resubdivision of Unit IA Final Plat subject to the following conditions: 1. Engineering comments prepared by EEI in a letter dated October 23, 2011 (see attached). 2. "Autumn Blaze Maple"is not an approved parkway tree species and must be substituted with an approved variety or different species in the Landscape Plan. 3. The "General Notes" section of the Landscape Plan must state that all trees are to be grown in Northern or Central Illinois. Action Item• Lindblom-yes; Crouch-yes;Weaver-yes; Jones-yes; Baker-yes; Prochaska-yes; Adams- yes; Winninger-yes 8 ayes; 0 no Staff Comments The petitioner has resubmitted revised Final Plat plans and Landscape Plans which satisfactorily address the comments from the City's engineering consultant and City staff (see attached), per the conditions of the Plan Commission recommendation. Copies of the revised plans have been referenced in the draft ordinance and attached to this memorandum for your consideration. Should the City Council vote favorably on the petitioner's requests, approval will consist of (1) an ordinance to amend the Unit lA Final Plat, (2) a resolution to vacate the original Unit 1 Final Plat, and (3) an ordinance to amend the PUD to reflect the Resubdivision of Unit IA Final Plat. Representatives from Pulte will be present at Tuesday night's meeting to address any questions of the City Council. EngineeringEnterprises, November 8, 2011 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re. Autumn Creek Subdivision a Resubdivision of Unit 1 Final Engineering Plan Review United City of Yorkville, Kendall County, Illinois Dear Ms. Barksdale-Noble: We are in receipt of the following for the above referenced project: • Engineering Improvement Plans revised October 31, 2011 prepared by HRGreen • Engineer's Opinion of Probable Construction Costs revised October 31, 2011 prepared by HRGreen • Landscape Plan revised November 1, 2011 prepared by Gary R. Weber Associates, Inc. • Disposition letter to YBSD comments dated November 1, 2011 prepared by HRGreen Our review of these plans is to generally determine their compliance with local ordinances and whether the improvements will conform to existing local systems and equipment. This review and our comments do not relieve the designer from his duties to conform to all required codes, regulations, and acceptable standards of engineering practice. Engineering Enterprises, Inc.'s review is not intended as an in-depth quality assurance review, we cannot and do not assume responsibility for design errors or omissions in the plans. All comments from EEI's review letter dated October 26, 2011 have been satisfactorily addressed. We will issue a separate letter in regard to the approval of the engineer's estimate and subsequent performance guarantee requirements. If you Have any questions or you require additional information, please feel free to contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. f�l� Bradley P. Sanderson, P.E. Vice President PC: Mr. Bart Olson, City Administrator Mr. Eric Dhuse, Director of Public Works Ms. Lisa Pickering, Deputy Clerk Mr. Kenneth Huhn, HR Green Mr. Joe Marx, Pulte Homes JWF, EEl , 11Phobos\Erzl_StoragelDocsPubliclYorkvilleQo111Y01135-D Autumn Creek-Unit 1 Re§ubdivision0oceJcoy Final Engineering Plans ReviewUdoc 52.Wheeler Road,Sugar Grove, IL 60554— (630) 466-6700 tel — (630)466-6701 fax —ww�v.eeiwebxonrl AUTUMN CREEK P . U . D . UNIT 1A N(9 AUTUMN CREEK M[fly T, PER DOCUMENT NUMBER R200600000144 FINAL PLAT OF R AMENDED BY CERTIFICATES OFCORRECTION AS DOCUMENT NUMBERS R200600009685, R200600016609, R200700004498, BEING A RESUBDIVISION OF AUTUMN CREEK UNIT 1 , PER DOCUMENT NUMBER R200600000144 RECORDED JANUARY 3. 2006 AND AMENDED BY CERTIFICATES OF CORRECTION AS DOCUMENT NUMBER R200600009685+ CONCRETE MONUMENT RECORDED APRIL 3. 2006. DOCUMENT NUMBER R200600016609. RECORDED JUNE 54 2006+ AND DOCUMENT TO BE SET NUMBER R200700004498. RECORDED FEBRUARY 6, 2007, ALL IN KENDALL COUNTY, ILLINOIS. N80 0 5�'30 0 50 100 199.4 9' N89° 58'56"W 135. 71' 37 60, W Nj AUTUMN REEK UNu� T, : ,.. . FEET S$4 0 07158 W 50.05 Ja¢ SCALE 50 EE 20'PUBLIC UTILITY AND DRAINAGE EASEMENT 9SSf� �3 ¢"QS PER DOCUMENT NUMBER R200600000144 AND DRAINAGE EASEMENT 6 J�, �'�/ AMENDED BY CERTIFICATES OFCORRECTION AS DOCUMENT `��♦ UTILITY 20.00'BUILDI G SETBACK LINE ,O6 ^6 NUMBERS R200600009685, R200600016609, R200700004498, ' 20'P ueuc A SETBACK LINE Z O ` ��' 20.00'BUiL Di ?p- A 6 qN/FUT� T �� 36, 2 y �� \ 1s se, S y �� 30 d 31 BACk /yC $0 � PS 29 10.578 S.F. (0• E 1 1. 158 S.F. ^ A 10. 760 S.F. J8�\PGE I fV / \moo o°oG e 0 32 20 r 28 10�■ l 10.548 S.F. oovti9cS.96O 13.291 S.F. A-84.37' 10.0 / °ry eyCeG�o�`�gsF c� 27 \ _ _ 0 433 QQ, \ 33 •r�'V w� 12,059 S.F. \/ ��. �� \ / 10. 736 S.F. 0✓ / \ 00 ° A■61 ° SAGE CO URT �'S 0 !��,/ 1�, A• ° HEREBY DEDICATED OQ CITY OF YORKVILLE ,q�Q- TO THE UNITED 5,5.8,j•� \ � o c o ' sF2i ,, 11.506 S.F. AN j \ C)m , c ZZ 25'o •2 10 it 26 1 . � A�°22 0' � .I \per'/ ti , ,♦ 0 / qtr o12.054 S.F. -Q / 22 ti, ,�J/.00'\ 91,6 ca�O !9 O•(�(� �� !� --vz� O • 10.218 S.F. 21 h / \ .�1 s !--y A. 16, 6,6 �� r 11.016 S.F. ry \ Ric ��, G�+ �0 \ 1 D� , (�1, - , 23 1 20.00'BUIL DING I TACK Mory�O/ \ S��o �`9sr f2 �y ' / \ \ 14.686 S.F. 1 \ , �O� mK ��O�'. \�� , ! 10.862 S.F. I ) _ 20'PUBL/C UTILITY AND ORA/NAGE EASEMENT -- 25 s y��eP LP�� 1 92. I 02 E 9 16.271 S.F. O� 10 0 "' 11.311 S.F. ,I tJPG� k 6• 6 , 1 �� / �� •a'dy 2 o 24 �U � P� !,�� c,� .y�j ,` \ \ 15.350 S.F. \\ G SF 1 1.829 S.F. 0J �� J� o , 'qC OGO �G J `'{,Q� �OQp�P 9 S'V ' !� St 00 / Q♦ j \ �{,f� \ `S6+Jo ,,FgSF Y I�NF c¢ 00 '�jfp 0 J �J `��•'��'� �6�� p // / ` 19 �/ �° $ ,N6 15.577 S.F. O \ \ 15.425 S.F. \ 63.33 °�� • �� ,o, \ 9 o 1 g \/ \ D�4 \ \ Qc� �� 16.903 S.F. 4 15.515 S.F. A� \\ \/ ♦� � \ cp*,\v - 17 5 \ A UTUMN rl�i�� 0 ^ \ 1 7.032 S.F. , cj �� \ 15.619 S.F. Nbb PER DOCUMENT NUMBER R200600000144 \ AMENDED BY CERTIFICATES OFCORRECTION AS DOCUMENT NUMBERS 8200600009685, 8200600016609, 8200700004498, C5O, ° 16.896 S.F. 6 \ / O /\ \ \ / 18.475 S.F. J33 \ \ / / OW 15 66.00. lcj 16, 110 S.F. • \ �` �\ \ / 18.587 S.F. a Q' 6.270 S.F. \ S�2 0 N17 If h. 9 94. 5 �`1� 16. 14 ' 015 It \AID� AUTUMN CREEK MMff 1, 'VV 1 O l,�, 2 �'Y 47' g,, PER DOCUMENT NUMBER 8200600000144 I� g 169�50� AMENDED BY CERTIFICATES OFCORRECTION AS DOCUMENT I 178 ,'. NUMBERS R200600009685, R200600016609, R200700004498, I cp 14 9 h I Q 15,963 S.F. �• I 15.640 S.F. I 20.00' h O 0 I I �O Q I o� 1I 10 �' ro v, I 13 I • 16.255 S.F. I 15.335 S.F. I I II - J V • 0 I ry L I 66.00' I J 0�A 4' CI- O 12 6.369 S.F. eF 11 7.085 S.F. M • C J Q er _ J S870 48'05"E 24 86' S 3 '37„EN 4. 209.24' - 2 �R= 1,250.00' nj A=6.35' I 2 I � J - I SINGLE MEN l ELp & SET GEND V (T YPICAL RESIDENTIAL LOTS UNLESS OTHERWISE NOTED) o STREET I I ° O O I 10'PUBLIC UTILITY AND DRAINAGE EASEMENT I - \ I � - 5.00' 30'BOIL DING �I 30'BUIL DING ' ` I Q W SETBACK LINE SSE TRACK LINE Lj Z � • J J J J L- L LOT LOT z W ° � z 1 . ALL DIMENSIONS ARE GIVEN IN FEET AND I > > DECIMAL PARTS THEREOF. SETBACK LINE � 10.00 10.00'_v 2. NO DIMENSIONS SHALL BE DERIVED FROM CL CL a�LL SCALE MEASUREMENT. AUTUMN CREEK BOULEVARD 0 10'PUBLIC UTILITY AND DRAINAGE EASEMENT 3. UPON COMPLETION OF CONSTRUCTION. CONCRETE AUTUMN CREEK Uffly T, o MONUMENTS, AS SHOWN. ANDS/4' x 24" IRON ° PIPES+ AT ALL LOT CORNERS, ANGLE POINTS AND PER DOCUMENT NUMBER R200600000144 0 AMENDED BY CERTIFICATES OFCORRECTION AS DOCUMENT POINTS OF CURVATURE. WILL BE SET. NUMBERS R200600009685, R200600016609, R200700004498, Th��n�0� SllZ'11 Ltd. DSGN. TITLE: PROJECT NO. lilt PULTE GROUP DWN. PMR AUTUMN CREEK P.U.D. 3855PS nT9575 W. Higgins Rood. Suite 850 1901 NORTH ROSELLE ROAD UNIT 1A SHEET I OF 2 Rosemont. IL. 60018 CHKD. pMS J LA FAX: (847) 38-9792 SUITE 1000, I. 9-30-u REVISED PER VILLAGE COMMENTS DMS. FINAL PLAT OF RESUBDIVISION DRAWING NO. pryonothomsonitd.COm NO. DATE NATURE OF REVISION CHKD. SCALE: I' = 50 FEET © THOMSON SURVEYING, LTD., 2011 SCHAUMBURG, IL 60195 FILE NAME H:\DGN\3855PS\RESUB\3855-RESUB-I.PLN I DATE: 11/23/2010 YORKVILLE, ILLINOIS 3855-RESUB-1.PLN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P . U . D . RECORDING SPACE: PART OF PERMANENT INDEX NUMBER: 02-22-255-015 (LOT 133 ) N 02-22-255-016 (LOT 134 )A U T U M N C R E E K 02-22-255-017 (LOT 1351 N 02-22-255-018 (LOT 1361 02-22-255-019 (LOT ,37 ) �OWNER'S CERTIFICATE U N I T 1 A 02-22-255-020 (LOT 139 ) , 00 z o0 STATE OF ILLINOIS ) N Z UJ COUNTY OF COOK ) FINAL PLA 02-22-255-021 (LOT 140) Z 02-22-255-022 (LOT 141 ) 02-22-255-023 (LOT 142 ) THIS IS TO CERTIFY THAT THE UNDERSIGNED IS (ARE ) THE OWNER(S) OF THE 02-22-255-024 (LOT 143 ) w ? BEING A RESUBD1VISlON OF AUTUMN CREEK UNIT 1 . PER DOCUMENT NUMBER 8200600000144 RECORDED w w 3 Ln PROPERTY DESCRIBED ON THE ATTACHED PLAT AND HAS (HAVE ) CAUSED 02-22-255-025 (LOT 1441 THE SAME TO BE SURVEYED. SUBDIVIDED AND PLATTED AS SHOWN BY THE JANUARY 3. 2006 AND AMENDED BY CERTIFICATES OF CORRECTION AS DOCUMENT NUMBER 8200600009685. 02-22-255-026 (LOT 145 ) _ cr Lc Cc PLAT FOR THE USES AND PURPOSES AS INDICATED THEREON. AND DOES RECORDED APRIL 3. 2006. DOCUMENT NUMBER R200600016609. RECORDED JUNE 51 2006, AND DOCUMENT a NUMBER 8200700004498. RECORDED FEBRUARY 6. 2007. ALL IN KENDALL COUNTY. ILLINOIS. 02-22-255-027 (LOT 1461 0- N o M HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER THE STYLE AND 02-22-255-028 (LOT 147 ) TITLE THEREON INDICATED. 02-22-255-029 (LOT 148 ) z THE UNDERSIGNED HEREBY DEDICATES FOR PUBLIC USE THE LANDS SHOWN 02-22-257-010 (LOT 153 ) THE TAX BILL SHOULD BE SENT TO Q ON THIS PLAT FOR THOROUGHFARES. STREETS. ALLEYS AND PUBLIC SERVICES: 02-22-257-009 (LOT 154 ) AND HEREBY ALSO RESERVES FOR ANY ELECTRIC. GAS, TELEPHONE. CABLE TV 02-22-257-007 (LOT 156 ) PULTE GROUP Q y OR OTHER TELECOMMUNICATIONS COMPANY UNDER FRANCHISE AGREEMENT 02-22-257-006 (LOT 157 ) 1901 NORTH ROSELLE ROAD WITH THE UNITED CITY OF YORKVILLE. THEIR SUCCESSORS AND ASSIGNS. THE 02-22-257-005 (LOT 158 ) EASEMENT PROVISIONS WHICH ARE STATED HEREON. 02-22-257-004 (LOT 159 ) SUITE 1000, = Q 02-22-257-003 (LOT 160) SCHAUMBURG, IL 60195 a m THE UNDERSIGNED FURTHER CERTIFIES THAT ALL OF THE LAND INCLUDED IN 02-22-257-002 (LOT 161 THIS PLAT LIES WITHIN THE BOUNDARIES OF YORKVILLE COMMUNITY UNIT = N_ SCHOOL DISTRICT 115. Y y O KENDALL COUNTY RIGHT TO FARM STATEMENT qua Z WITNESS MY (OUR) HAND AND SEAL AT SCHAUMBURG. ILLINOIS NOTICE: CITY ADMINISTRATOR'S CERTIFICATE c °C J THIS DA OF 2011. KENDALL COUNTY HAS A LONG, RICH TRADITION IN AGRICULTURE AND RESPECTS THE V LL W ROLE THAT FARMING CONTINUES TO PLAY IN SHAPING THE ECONOMIC VIABILITY OF THE COUNTY. PROPERTY THAT SUPPORTS THIS INDUSTRY IS INDICATED BY A ZONING STATE OF ILLINOIS ) z O -i INDICATOR - A-1 OR AG SPECIAL USE. ANYONE CONSTRUCTING A RESIDENCE OR FACILITY )SS z = > NEAR THIS ZONING SHOULD BE AWARE THAT NORMAL AGRICULTURAL PRACTICES MAY COUNTY OF KENDALL ) � RESULT IN OCCASIONAL SMELLS, DUST, SIGHTS, NOISE, AND UNIQUE HOURS OF OPERATION SIGNATURE - ATTORNEY-IN-FACT SIGNATURE - ATTORNEY-IN-FACT THAT ARE NOT TYPICAL IN OTHER ZONING AREAS. APPROVED AND ACCEPTED BY THE CITY ADMINISTRATOR OF THE UNITED CITY A.D..20 a PRINTED NAME PRINTED NAME CITY ENGINEER'S CERTIFICATE OF YQRKVILLE.ILLINOIS. THIS DAY OF . 11. 1901 NORTH ROSELLE ROAD, SUITE 1000. SCHAUMBURG. IL 60195 STATE OF ILLINOIS 1 CITY ADMINISTRATOR w a OWNER'S ADDRESS z 155 Ld COUNTY OF KENDALL 1 H U. 1, ,CITY ENGINEER FOR THE UNITED CITY OF YORKVILLE, DO HEREBY CERTIFY THAT THE REQUIRED IMPROVEMENTS HAVE BEEN INSTALLED OR THE REOUIRED GUARANTEE COLLATERAL HAS BEEN POSTED FOR THE COMPLETION OF ALL IMPROVEMENTS, O NOTARY CERTIFICATE DATED AT YORKVILLE.ILLINOIS THIS DAY OF A.D..2011. COUNTY RECORDER'S CERTIFICATE a N Z • STATE OF ILLINOIS ) N N )SS STATE OF ILLINOIS )SS COUNTY OF COOK ) CITY ENGINEER COUNTY OF KENDALL 1, ,NOTARY PUBLIC IN AND FOR THE STATE THIS INSTRUMENT NUMBER WAS FILED FOR RECORD IN THE RECORDER'S OFFICE OF AND COUNTY AFORESAID.HEREBY CERTIFY THAT KENDALL COUNTY.ILLINOIS ON THIS DAY OF ,A.D..2011 AND ,PERSONALLY KNOW TO ME TO BE THE SAME AT O'CLOCK M. PERSON(S)WHOSE NAME(S)IS(ARE)SUBSCRIBED TO THE FOREGOING INSTRUMENT, Z Y - w APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGED THE EXECUTION OF THE CITY P L A N COMMISSION C E R T I F I C A T E a LA 3: Q ANNEXED PLAT AND ACCOMPANYING INSTRUMENTS FOR THE USES AND PURPOSES O O U (A O THEREIN SET FORTH AS HIS (HER)(THEIR)FREE AND VOLUNTARY ACT, KENDALL COUNTY RECORDER STATE OF ILLINOIS 1 )SS GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS DAY OF .2011, COUNTY OF KENDALL 1 0 tC APPROVED AND ACCEPTED BY THE PLAN COMMISSION OF THE UNITED CITY OF YORKVILLE.ILLINOIS, U NOTARY PUBLIC THIS DAY OF .2011, SURVEYOR'S CERTIFICATE STATE OF ILLINOIS ) CHAIRMAN 2 a SS N COUNTY OF COOK ) Z m Ln THIS IS TO CERTIFY THAT WE. THOMSON SURVEYING, LTD.. ILLINOIS PROFESSIONAL DESIGN COUNTY CLERK 'S CERTIFICATE FIRM NUMBER 184-002768. AT THE REOUEST OF THE OWNER(S) THEREOF HAVE SURVEYED. SUBDIVIDED AND PLATTED. THE FOLLOWING DESCRIBED PROPERTY: a > L, STATE OF ILLINOIS 1 0: 00 THAT PART OF AUTUMN CREEK UNIT I. BEING A SUBDIVISION OF PART OF THE )SS > i SOUTH HALF OF SECTION 15 AND PART OF THE NORTH HALF OF SECTION COUNTY OF KENDALL 1 C) m Ln 22. TOWNSHIP 37 NORTH. RANGE 7. EAST OF THE THIRD PRINCIPAL MERIDIAN. PER DOCUMENT NUMBER R200600000144 RECORDED JANUARY 3. 2006 AND w AMENDED BY CERTIFICATES OF CORRECTION AS DOCUMENT NUMBER R200- 1, .COUNTY CLERK Of KENDALL COUNTY.ILLINOIS 0: 600009685. RECORDED APRIL 3. 2006. DOCUMENT NUMBER R200600016609. AFORESAID.DO HEREBY CERTIFY THAT THERE ARE NO DELINOUENT GENERAL TAXES.NO UNPAID 0 a_ RECORDED JUNE 5. 2006. AND DOCUMENT NUMBER R200700004498, RECOR- CURRENT TAXES.NO UNPAID FORFEITED TAXES,AND NO REDEEMABLE TAX SALES AGAINST ANY a Ln DIED FEBRUARY 6. 2007. ALL IN KENDALL COUNTY. ILLINOIS, DESCRIBED AS OF THE LAND INCLUDED IN THE PLAT HEREIN DRAWN. IFURTHER CERTIFY THAT (HAVE RECEIVED Z 00 FOLLOWS: BEGINNING AT THE EASTERN MOST CORNER OF LOT 161, SAID ALL STATUTORY FEES IN CONNECTION WITH THE PLAT HEREIN DRAWN. Z POINT BEING COINCIDENT WITH THE SOUTHERN MOST CORNER OF LOT 112 IN SAID SUBDIVISION; THENCE SOUTH 50 DEGREES 05 MINUTES 46 SECONDS WEST GIVEN UNDER MY HAND AND SEAL OF THE COUNTY CLERK AT YORKVILLE.ILLINOIS 20.00 FEET; THENCE SOUTH 48 DEGREES 19 MINUTES 30 SECONDS WEST 88.84 FEET; THENCE SOUTH 43 DEGREES 18 MINUTES 43 SECONDS WEST 90.66 FEET; THENCE SOUTH 38 DEGREES 10 MINUTES 57 SECONDS WEST THIS DAY OF ,A.D..2011. 90.66 FEET; THENCE SOUTH 33 DEGREES 03 MINUTES II SECONDS WEST 90.66 FEET; THENCE SOUTH 27 DEGREES 55 MINUTES 24 SECONDS WEST 90.66 FEET; THENCE SOUTH 22 DEGREES 47 MINUTES 39 SECONDS WEST COUNTY CLERK 90.66 FEET; THENCE SOUTH 17 DEGREES 39 MINUTES 54 SECONDS WEST , w w 16.14 FEET; THENCE SOUTH 53 DEGREES 53 MINUTES 13 SECONDS WEST 57,66 FEET; THENCE NORTH 72 DEGREES 08 MINUTES 11 SECONDS WEST a a TO AVINGFAERAD USAOF POINT 1217.00 FEET CURVE ANDSAID A CURVE CHORD BEING THAT BEARS SOUTH EASTER SLY CITY COUNCIL CERTIFICATE Z DEGREES 36 MINUTES 28 SECONDS WEST 95.81FEET THENCE SOUTHERLY Z J ALONG SAID CURVE 95.83 FEET; THENCE SOUTH 81 DEGREES 47 MINUTES 29 STATE OF ILLINOIS 1 SECONDS EAST 178.11 FEET; THENCE SOUTH 15 DEGREES 24 MINUTES 07 )SS LL SECONDS WEST 43.16 FEET; THENCE SOUTH 08 DEGREES 09 MINUTES 02 COUNTY OF KENDALL 1 SECONDS WEST 86.11FEET; THENCE SOUTH 05 DEGREES 39 MINUTES 48 SECONDS WEST 83.97 ; SECONDS WEST 209.24F FEET TTONAE POINT HO$7CURVEESAID CURVE MINUTES PUBLIC UTILITY AND DRAINAGE CONCAVE EASTERLY HAVING A RADIUS OF 1250.00 FEET AND A CHORD THAT APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THE UNITED EASEMENT PROVISIONS BEARS SOUTH 02 DEGREES 20 MINUTES 39 SECONDS WEST 6.35 FEET CITY OF YORKVILLE. ILLINOIS. THENCE SOUTHERLY ALONG SAID CURVE 6.35 FEET; Q THENCE NORTH 87 DEGREES 48 MINUTES 05 SECONDS WEST 224.86 FEET; THIS DAY OF A.D. . 2011 . A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO SBC THENCE NORTH 32 DEGREES 03 MINUTES 49 SECONDS EAST 51.72 FEET; AMERITECH, NICOR, COM ED, JONES INTERCABLE, OTHER PUBLIC UTILITIES, AND Q THENCE NORTH 06 DEGREES 55 MINUTES 12 SECONDS EAST 183.36 FEET; HOLDERS OF EXISTING FRANCHISES GRANTED BY UNITED THE CITY OF YORKVILLE, Q THENCE SOUTH 83 DEGREES 03 MINUTES 49 SECONDS EAST 169.50 FEET; ILLINOIS, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS WITHIN THE AREAS EASEMENT P RO V I S I 0 N S OC UM TO A POINT OF CURVE SAID CURVE BEING CONCAVE EASTERLY HAVING A SHOWN ON THE PLAT AS "PUBLIC UTILITY & DRAINAGE EASEMENT" (obbrevioted P.U. RADIUS OF 1283.00 FEET AND A CHORD THAT BEARS NORTH 14 DEGREES MAYOR & D.E.) TO CONSTRUCT, INSTALL, RECONSTRUCT, REPAIR, REMOVE, REPLACE, INSPECT, r 33 MINUTES 19 SECONDS EAST 124,14 FEET THENCE NORTHERLY ALONG MAINTAIN AND OPERATE UNDERGROUND TRANSMISSION AND DISTRIBUTION SYSTEMS A NON-EXCLUSIVE EASEMENT FOR SERVING THE SUBDIVISION AND OTHER PROPERTY LL O SAID CURVE 124.19 FEET. THENCE NORTH 71 DEGREES 19 MINUTES 55 AND LINES UNDER THE SURFACE OF THE "PUBLIC UTILITY & DRAINAGE EASEMENT", WITH ELECTRIC AND COMMUNICATION SERVICE IS HEREBY RESERVED FOR AND CID SECONDS WEST 46.17 FEET; THENCE NORTH 67 DEGREES 55 MINUTES 03 J SECONDS WEST 149.49 FEET; THENCE NORTH 22 DEGREES 04 MINUTES 57 , INCLUDING WITHOUT LIMITATION TO TELEPHONE CABLE, GAS MAINS, ELECTRIC LINES, GRANTED TO= SECONDS EAST 188.60 FEET; THENCE NORTH 26 DEGREES 37 MINUTES 46 CITY CLERKS CERTIFICATE CABLE TELEVISION LINES, AND ALL NECESSARY FACILITIES APPURTENANT THERETO, uu SECONDS EAST 75.18 FEET; THENCE NORTH 31 DEGREES 10 MINUTES 34 TOGETHER WITH THE RIGHT OF ACCESS THERETO FOR THE PERSONNEL AND EQUIP- COMMONWEALTH EDISON COMPANY AND W J SECONDS EAST 159.57 FEET; THENCE NORTH 37 DEGREES 44 MINUTES 22 MENT NECESSARY AND REQUIRED FOR SUCH USES AND PURPOSES AND TOGETHER SBC AMERITECH ILLINOIS A.K.A. ILLINOIS BELL TELEPHONE Q SECONDS EAST 9.35 FEET; THENCE NORTH 86 DEGREES 26 MINUTES 02 WITH THE RIGHT TO INSTALL REQUIRED SERVICE CONNECTIONS UNDER THE SURFACE COMPANY, GRANTEES, ` SECONDS WEST 92.66 FEET; THENCE SOUTH 49 DEGREES 50 MINUTES 38 STATE OF ILLINOIS ) OF EACH LOT TO SERVE IMPROVEMENTS THEREON. a= Q SECONDS WEST 146.72 FEET; THENCE SOUTH 82 DEGREES 00 MINUTES 59 )SS THEIR RESPECTIVE LICENSEES, SUCCESSORS, AND ASSIGNS, JOINTLY AND SECONDS WEST 63.33 FEET; THENCE NORTH 67 DEGREES 53 MINUTES 13 COUNTY OF KENDALL 1 A NON-EXCLUSIVE EASEMENT IS ALSO HEREBY RESERVED FOR AND GRANTED TO SEVERALLY, TO CONSTRUCT, OPERATE, REPAIR, MAINTAIN, MODIFY, SECONDS WEST 128.03 FEET; THENCE NORTH 37 DEGREES 29 MINUTES 25 THE UNITED CITY OF YORKVILLE, ILLINOIS TO CONSTRUCT, INSTALL, RECONSTRUCT, RECONSTRUCT, REPLACE, SUPPLEMENT, RELOCATE AND REMOVE, FROM TIME TO Q O= SECONDS WEST 71.36 FEET; THENCE NORTH 07 DEGREES 05 MINUTES 37 REPAIR, REMOVE, REPLACE AND INSPECT FACILITIES FOR THE TRANSMISSION AND TIME, CABLES, CONDUITS, MANHOLES, =~O m SECONDS WEST 122.51 FEET; THENCE NORTH 23 DEGREES 18 MINUTES 11 APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THE UNITED SECONDS EAST 69.72 FEET; THENCE NORTH 53 DEGREES 41 MINUTES 59 CITY OF YORKVILLE. ILLINOIS BY ORDINANCE NUMBER WITHIN B THE DISTRIBUTION SHOWN TONMTHE PLAT AS PUBLIC SEWERS D DRAINAGE ELECTRICITY, EASEMENT", USED SFO TRANSFORMERS,CONNECTION SW THUIPUNDERGRODUND CABINETS TRANSMISSION R FACILITIES 00, 0 SECONDS EAST 129.62 FEET; THENCE NORTH 84 DEGREES 07 MINUTES 58 AT A MEETING HELD THIS DAY OF A. 2011. SECONDS EAST 199.49 FEET: THENCE SOUTH 89 DEGREES 58 MINUTES 56 TOGETHER WITH ARIGHT OF ACCESS THERETO FOR THE PERSONNEL AND EQUIPMENT AND DISTRIBUTION OF ELECTRICITY, COMMUNICATIONS, SOUNDS AND SIGNALS SECONDS EAST 135.71 FEET; THENCE SOUTH 80 DEGREES 51 MINUTES 30 NECESSARY AND REQUIRED FOR SUCH USES AND PURPOSES. IN, OVER, UNDER, ACROSS, ALONG AND UPON THE SURFACE OF THE PROPERTY W z W Q SECONDS EAST 37.60 FEET; THENCE SOUTH 71 DEGREES 44 MINUTES 05 SHOWN WITHIN THE DASHED OR DOTTED LINES (OR SIMILAR DESIGNATION) ON SECONDS EAST 136.12 FEET; THENCE SOUTH 62 DEGREES 36 MINUTES 41 THE ABOVE NAMED ENTITIES ARE HEREBY GRANTED THE RIGHT TO ENTER UPON THE PLAT AND MARKED "EASEMENT", "UTILITY EASEMENT," "PUBLIC UTILITY SECONDS EAST 37.60 FEET; THENCE SOUTH 53 DEGREES 29 MINUTES 14 EASEMENTS HEREIN DESCRIBED FOR THE USES HEREIN SET FORTH AND THE RIGHT EASEMENT", "P.U.E." (OR SIMILAR DESIGNATION), THE PROPERTY DESIGNATED SECONDS EAST 208.40 FEET; TO A POINT OF CURVE SAID CURVE BEING CITY CLERK TO CUT, TRIM, OR REMOVE ANY TREES, SHRUBS OR OTHER PLANTS WITHIN THE IN THE DECLARATION OF CONDOMINIUM AND/OR ON THIS PLAT AS "COMMON Z CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 1250.00 FEET AND A CHORD AREAS DESIGNATED AS "PUBLIC UTILITY AND DRAINAGE EASEMENT" WHICH INTERFERE ELEMENTS", AND THE PROPERTY DESIGNATED ON THE PLAT AS "COMMON AREA OR w a�yy THAT BEARS NORTH 49 DEGREES 23 MINUTES 37 SECONDS EAST 30.64 FEET WITH THE CONSTRUCTION, INSTALLATION, RECONSTRUCTION, REPAIR, REMOVAL, REPLACE- AREAS", AND THE PROPERTY DESIGNATED ON THE PLAT FOR STREETS AND J THENCE NORTHEASTERLY ALONG SAID CURVE 30.65 FEET. THENCE NORTH U 50 DEGREES 05 MINUTES 46 SECONDS EAST 40.76 FEET; THENCE SOUTH 39 MENT, MAINTENANCE AND OPERATION OF THEIR UNDERGROUND TRANSMISSION AND ALLEYS, WHETHER PUBLIC OR PRIVATE, TOGETHER WITH THE RIGHTS TO DEGREES 54 MINUTES 14 SECONDS EAST 208.00 FEET; TO THE POINT OF DISTRIBUTION SYSTEMS AND FACILITIES APPURTENANT THERETO. NO PERMANENT INSTALL REQUIRED SERVICE CONNECTIONS OVER OR UNDER THE SURFACE IF BEGINNING: CONTAINING 13.07 ACRES OR 569,150 SQUARE FEET MORE OR LESS. BUILDINGS, STRUCTURES, OR OBSTRUCTIONS SHALL BE CONSTRUCTED IN, UPON, OR EACH LOT AND COMMON AREA OR AREAS TO SERVE IMPROVEMENTS THEREON, OR ON OVER ANY AREAS DESIGNATED AS "PUBLIC UTILITY & DRAINAGE EASEMENT", BUT ADJACENT LOTS, AND COMMON AREA OR AREAS, THE RIGHT TO CUT, TRIM OR SUCH AREAS MAY BE USED FOR GARDENS, SHRUBS, TREES, LANDSCAPING, DRIVEWAYS, REMOVE TREES, BUSHES, ROOTS AND SAPLINGS AND TO CLEAR OBSTRUCTIONS IFURTHER DECLARE THAT THE PLAT HEREON DRAWN IS A CORRECT AND ACCURATE REPRESENTATION AND OTHER RELATED PURPOSES THAT DO NOT UNREASONABLY INTERFERE WITH THE FROM THE SURFACE AND SUBSURFACE AS MAY BE REASONABLY REQUIRED OF SAID SURVEY AND SUBDIVISION. USES HEREIN DESCRIBED. INCIDENT TO THE RIGHTS HEREIN GIVEN, AND THE RIGHT TO ENTER UPON THE a SUBDIVIDED PROPERTY FOR ALL SUCH PURPOSES. OBSTRUCTION SHALL NOT BE ° IFURTHER DECLARE THAT I HAVE SET ALL SUBDIVISION MONUMENTS AND DESCRIBED THE OCCUPATION AND USE OF THE NON-EXCLUSIVE EASEMENT HEREIN GRANTED AND 1 PLACED OVER GRANTEES: FACILITIES OR IN, UPON OR OVER THE PROPERTY o THEM ON THIS FINAL PLAT AS REQUIRED BY THE PLAT ACT AND THAT ALL INTERIOR o C\2 MONUMENTS SHALL BE SET WITHIN 12 MONTHS OF THE RECORDATION OF THIS PLAT SURVEYOR'S CERTIFICATE DONE N SUCH HR A THE MANNER SO AS NOT)TTOE INTERFERE H WITH OR PRECLUDE THE OC E EIASEMENT E DASHED "UTILITY ASE ENT', "PUB C(OR EERSEMEINT", -DESIGNATION) E.-- c, AS TI O 1). BY THE PLAT ACT (ILLINOIS REVISED STATUTES 1977, CHAPTER 109 CUPATION AND USE THEREOF BY OTHER ENTITIES FOR WHICH SUCH EASEMENTS ARE (OR SIMILAR DESIGNATION) WITHOUT THE PRIOR WRITTEN CONSENT OF E- SECTION I). ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF, • N E- STATE OF ILLINOIS ) GRANTED AND RESERVED. THE CROSSING AND RECROSSING OF SAID EASEMENTS BY GRANTEES. AFTER INSTALLATION OF ANY SUCH FACULTIES, THE GRADE OF } a IFURTHER DECLARE THAT THE PROPERTY SHOWN ON THE PLAT HEREON DRAWN IS SITUATED THE ABOVE NAMED ENTITIES SHALL BE DONE IN SUCH A MANNER SO AS NOT TO THE SUBDIVIDED PROPERTY SHALL NOT BE ALTERED IN A MANNER SO AS TO in WITHIN THE CORPORATE LIMITS OF THE UNITED CITY OF YORKVILLE. ILLINOIS, WHICH IS ) SS INTERFERE WITH, DAMAGE, OR DISTURB ANY TRANSMISSION AND DISTRIBUTION SYSTEMS INTERFERE WITH THE PROPER OPERATION AND MAINTENANCE THEREOF. THE TERM z EXERCISING THE SPECIAL POWERS AUTHORIZED BY DIVISION 12 OF ARTICLE IIOF THE AND FACILITIES APPURTENANT THERETO EXISTING WITHIN THE EASEMENTS BEING CROSSED "COMMON ELEMENTS" SHALL HAVE THE MEANING SET FORTH FOR SUCH TERM IN 15 ILLINOIS MUNICIPAL CODE AS AMENDED. COUNTY OF COOK ) OR RECROSSED. NO USE OR OCCUPATION OF SAID EASEMENTS BY THE ABOVE NAMED THE "CONDOMINIUM PROPERTY ACT", CHAPTER 765 ILCS 605/2, AS AMENDED °� } ENTITIES SHALL CAUSE ANY CHANGE IN GRADE OR IMPAIR OR CHANGE THE SURFACE FROM TIME TO TIME. THE TERM "COMMON AREA OR AREAS" IS DEFINED AS A cr > IFURTHER DECLARE THAT THE NO PART OF THE ABOVE DESCRIBED PROPERTY IS LOCATED DRAINAGE PATTERNS. LOT, PARCEL OR AREA OF REAL PROPERTY, THE BENEFICIAL USE AND ENJOYMENT con °m c"WITHIN A SPECIAL FLOOD HAZARD AREA AS IDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT WE. THOMSON SURVEYING. LIMITED. ILLLINOIS PROFESSIONAL DESIGN FIRM NUMBER U)Lo ti ti x AGENCY BASED ON FIRM °1703410020 C DATED DATE OF JULY 19. 1982. ALL OF THE PROPERTY 184-00276$• IN ACCORDANCE WITH PA87-0705 (THE PLAT ACT) DO HEREBY GRANT OF WHICH IS RESERVED IN WHOLE OR AS AN APPORTIONMENT TO THE SEPARATELY C ,o,rn � FOLLOWING ANY WORK TO BE PERFORMED BY THE UNITED CITY OF YORKVILLE IN OWNED LOTS, PARCELS OR AREAS WITHIN THE PLANNED DEVELOPMENT, EVEN U) IS LOCATED IN ZONE C. AREAS OF MINIMAL FLOODING. PERMISSION TO THE CLERK'S OFFICE OF THE UNITED CITY OF YORKVILLE TO RECORD rn_ ' THIS PLAT. A TRUE COPY OF WHICH HAS BEEN RETAINED BY US TO ASSURE NO THE EXERCISE OF ITS EASEMENT RIGHTS HEREIN GRANTED, SAID CITY SHALL HAVE NO THOUGH SUCH BE OTHERWISE DESIGNATED ON THE PLAT BY TERMS SUCH AS v� .,n,,^ CHANGES HAVE BEEN MADE TO SAID PLAT. OBLIGATION WITH RESPECT TO SURFACE RESTORATION, INCLUDING BUT NOT LIMITED T0, "OUTLOTS", "COMMON ELEMENTS "OPEN SPACE "OPEN AREA", "COMMON z � z GIVEN UNDER MY HAND AND SEAL AT ROSEMONT. ILLINOIS. THE RESTORATION, REPAIR OR REPLACEMENT OF PAVEMENT, CURB, GUTTERS, TREES, GROUND", "PARKING", AND "COMMON AREA". THE TERM "COMMON AREA OR 3 0,7 c o THIS th DAY OF . A.D. 2011. DATED THIS th DAY OF . A.D. 2011 . LAWN OR SHRUBBERY, PROVIDED, HOWEVER, THAT SAID CITY SHALL BE OBLIGATED, AREAS", AND "COMMON ELEMENTS" INCLUDE REAL PROPERTY SURFACED WITH ® E 00 o FOLLOWING SUCH MAINTENANCE WORK, TO BACKFILL AND MOUND ALL TRENCH CREATED INTERIOR DRIVEWAYS AND WALKWAYS, BUT EXCLUDES REAL PROPERTY � N V V O SO AS TO RETAIN SUITABLE DRAINAGE, TO COLD PATCH ANY ASPHALT OR CONCRETE PHYSICALLY OCCUPIED BY A BUILDING, SERVICE BUSINESS DISTRICT OR ,~n O w a x SURFACE, TO REMOVE ALL EXCESS DEBRIS AND SPOIL, AND TO LEAVE THE MAINTENANCE STRUCTURES SUCH AS A POOL, RETENTION POND OR MECHANICAL EQUIPMENT. a'o: ~ w E" AREA IN A GENERALLY CLEAN AND WORKMANLIKE CONDITION. RELOCATION OF FACILITIES WILL BE DONE BY GRANTEES AT COST OF THE DAVID M. SPORINA. P.L.S. DAVID M. SPORINA. P.L.S. GRANTOR/LOT OWNER, UPON WRITTEN REQUEST. O ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 3394 ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 3394 MY LICENSE EXPIRES NOVEMBER 30, 2012 MY LICENSE EXPIRES NOVEMBER 30. 2012 DESIGN FIRM LICENSE EXPIRES APRIL 30. 2013 DESIGN FIRM LICENSE EXPIRES APRIL 30. 2013 2 G�1UTUMN CREEK UNOT 9, PER DOCUMENT NUMBER R200600000144 AMENDED BY CERTIFICATES OFCORRECTION AS DOCUMENT S(900,571 3O ' NUMBERS 8200600009685, 8200600016609, 8200700004498, 58 9 a 58 ' S 6 "E X35. 7 x'37 E 7 , 5 8 „E 19 9. 4 9 60, N84 0 0 I �� 1 9q �2 S6 �j Gj Os 3 a \ �s� 0 50 100 SCALE: 1" - 50 FEET C) , 5 OCR cn '� '� ,A= 65 ' _ / �2 N86026 0211W / No 2 92- 661 / POINT OF 2. 66 BEGINNING 9 �(0 X28 3 13 ,, �-- ° 63. 33 �' ►�� a 5 g W ° / / N ° 0 (O� o / �� PER DOCUMENT NUMBER R200600000144 NUMBERS R 00600009685,E R2 06 0016609, R200 00004498, 0� h+ _ / \ / �b� \ \ AREA HEREBY VACATED �/ , lJ / / \ / cp CONSENT TO VACATE PUBLIC / �GJ UTILITY EASEMENT t�j• i ♦�� LOT TYPICAL RESIDENTIAL END AL LOTS STATE OF ILLINOIS V )S.S.) / , ` UNLESS OTHERWISE NOTED) �� ) / VARIABLE WIDTH PUBLIC UTILITY AND COUNTY OF KENDALL � / 00000 DRAINAGE EASEMENT HEREBY VACATED THE APPROVING AUTHORITIES ON SIGNING THIS DOCUMENT (�A\ \ HEREBY RELEASE. AND CONSENT TO THE RELEASE. VACATION � ' ! / \ \ / \ VARIABLE WIDTH PUBLIC AND ABROGATION OF THE EXISTING PUBLIC UTILITY EASEMENTS \ \ �c\ LOT UTILITY AND DRAINAGE (i�/% ♦ VARIABLE WIDTH EASEMENT HEREBY VACATED GRANTED PER AUTUMN CREEK UNIT 1 PER DOCUMENT NUMBER ^� / \ \ \ 1 (,� a BUILDING SETBACK L lNE HEREBY 8200600000144 RECORDED JANUARY 3. 2006 AND AMENDED BY 0 CERTIFICATES OF CORRECTION AS DOCUMENT NUMBER R200600009685. RECORDED APRIL 3. 2006. DOCUMENT NUMBER R200600016609. �y \ 0 RECORDED JUNE 5. 2006. AND DOCUMENT NUMBER R200700004498. V �� lV 2 �m RECORDED FEBRUARY 6. 2007 SHOWN HEREIN AS "HEREBY VACATED". / ((� VARIABLE WIDTH PUBLIC � U W UTILITY AND DRAINAGE m ti m Z� EASEMCNT HEREBY VACATED p VFW O �� OHO CITY OF YORKVILLE: LOT V ACCEPTED: DATE VARIABLE WIDTH i B MAYOR ��n / /�^"J \ ti J W BL DNE HEREBYCK VACATED c �n q PRINTED NAME �° ` , � SS o 10:e �Cp COMMONWEALTH EDISON COMPANY: 3 �p / / 0 Q� ACCEPTED: DATE: VARIABLE WIDTH PUBLIC UTILITY AND TITLE 7,> \ DRAINAGE EASEMENT HEREBY VACATED �, \ STREET AI-) 2 a O / r I`� S 4 l�/ HEREBY VACATED PRINTED NAME `I` N I COR GAS COMPANY: �) 1�t9 , J •�1 J \ , ACCEPTED: DATE: �� Q� ° (r, J PART OF PERMANENT INDEX NUMBERS: 02-22-255-015 (LOT 133)(LOT 134 ) '� 02-22-255-017 (LOT 135) TITLE Q Q 02-22-255-018 (LOT 136) 02-22-255-019 (LOT 137) PRINTED NAME 02-22-179-001 (LOT 138)J 83 a 0 J 49 02-22-255-020 (LOT 139) L J KENDALL COUNTY: / 2 9 �� 02-22-255-021 (LOT 1401 02-22-255-022 (LOT 141 ) 7 02-22-255-023 (LOT 142) Q4 02-22-255-024 (LOT 143) ACCEPTED: DATE: Iv� .1 �� 02-22-255-025 (LOT 144 )I 02-22-255-026 (LOT 145) TITLE 0 000 o C,o oOO 02-22-255-027 (LOT 146) 02-22-255-028 (LOT 147) EC60 9 02-22-255-029 (LOT 148 PRINTED NAME 02-22-257-010 (LOT 153)l 02-22-257-00 (LOT 154 ) I OCRMF c 8 R2��6 02-22-257-007 (LOT 156) AMERITECH TELEPHONE COMPANY:: ^ . I I PEg C�o0og6 02-22-257-006 (LOT 157 ) 02-22-257-005 (LOT 158) ACCEPTED: DATE: I I �� M ERS 02-22-257-004 (LOT 159) I 02-22-257-003 (LOT 160) TITLE I I I(� I 02-22-257-002 (LOT 161 ) Q PRINTED NAME 0 � �O I COMCAST CABLE COMPANY: Q Q I I I O THAT PART OF AUTUMN CREEK UNIT 1. BEING A SUBDIVISION OF PART OF THE ACCEPTED: DATE: I SOUTH HALF OF SECTION 15 AND PART OF THE NORTH HALF OF SECTION 22. TOWNSHIP 37 NORTH. RANGE 7. EAST OF THE THIRD PRINCIPAL MERIDIAN. \� I PER DOCUMENT NUMBER R200600000144 RECORDED JANUARY 3. 2006 AND TITLE ♦ DC r,♦� - AMENDED BY CERTIFICATES OF CORRECTION AS DOCUMENT NUMBER R200- 1,0) I I 600009685. RECORDED APRIL 3. 2006. DOCUMENT NUMBER 8200600016609. RECORDED JUNE 5. 2006. AND DOCUMENT NUMBER 8200700004498. RECOR- PRINTED NAME I DED FEBRUARY 6. 2007. ALL IN KENDALL COUNTY. ILLINOIS. DESCRIBED AS FOLLOWS: BEGINNING AT THE EASTERN MOST CORNER OF LOT 161. SAID ` POINT BEING COINCIDENT WITH THE SOUTHERN MOST CORNER OF LOT 112 IN SAID (�` SUBDIVISION: THENCE SOUTH 50 DEGREES 05 MINUTES 46 SECONDS WEST PERMISSION TO RECORD O (n I yr O� 20.00 FEET: THENCE SOUTH 48 DEGREES 19 MINUTES 30 SECONDS WEST 0 // / M 88.84 FEET: THENCE SOUTH 43 DEGREES 18 MINUTES 43 SECONDS WEST STATE OF ILLINOIS ) l J 90.66 FEET: THENCE SOUTH 38 DEGREES 10 MINUTES 57 SECONDS WEST ) SS r 90.66 FEET: THENCE SOUTH 33 DEGREES 03 MINUTES 11 SECONDS WEST y�/ 90.66 FEET: THENCE SOUTH 27 DEGREES 55 MINUTES 24 SECONDS WEST COUNTY OF COOK ) / N8 7 0 4 8 ' 05 "W 2 4 C 1 N �a '3�"1�/ ��` 2( , 90.66 FEET: THENCE SOUTH 22 DEGREES 47 MINUTES 39 SECONDS WEST v T O � 90.66 FEET: THENCE SOUTH tl DEGREES 39 MINUTES 54 SECONDS WEST 16.14 FEET: THENCE SOUTH 53 DEGREES 53 MINUTES 13 SECONDS WEST WE, THOMSON SURVEYING, LIMITED. ILL 57.66 FEET: THENCE NORTH 72 DEGREES 08 MINUTES 11 SECONDS WEST ,,LIN0IS PROFESSIONAL DESIGN FIRM NUMBER I = 50. 00 149.94 FEET: TO A POINT OF CURVE SAID CURVE BEING CONCAVE EASTERLY 184-002768, IN ACCORDANCE WITH PA87-0705 (THE PLAT ACT) DO HEREBY DESIGNATE 6. Z� I HAVING A RADIUS OF 1217.00 FEET AND A CHORD THAT BEARS SOUTH 15 A AS THE PERSON WHO MAY RECORD THIS •J DEGREES 36 MINUTES 28 SECONDS WEST 95.81 FEET THENCE SOUTHERLY ('� ALONG SAID CURVE 95.83 FEET: THENCE SOUTH 81 DEGREES 47 MINUTES 29 PLAT, A TRUE COPY OF WHICH HAS BEEN RETAINED BY US TO ASSURE NO ' / _ I SECONDS EAST 178.11 FEET: THENCE SOUTH 15 DEGREES 24 MINUTES 07 CHANGES HAVE BEEN MADE TO SAID PLAT. A VVV I SECONDS WEST 43.16 FEET: THENCE SOUTH 08 DEGREES 09 MINUTES 02 ` SECONDS WEST 86.11 FEET: THENCE SOUTH 05 DEGREES 39 MINUTES 48 SECONDS WEST 83.97 FEET: THENCE NORTH 87 DEGREES 30 MINUTES 37 DATED THIS TH DAY OF , A.D.. 2011 I R I I SECONDS WEST 209.24 FEET TO A POINT OF CURVE SAID CURVE BEING CONCAVE EASTERLY HAVING A RADIUS OF 1250.00 FEET AND A CHORD THAT -' BEARS SOUTH 02 DEGREES 20 MINUTES 39 SECONDS WEST 6.35 FEET THENCE SOUTHERLY ALONG SAID CURVE 6.35 FEET: DAVID M. SPORINA. P.L.S. I I I THENCE NORTH 87 DEGREES 48 MINUTES OS SECONDS WEST 224.86 FEET: THENCE NORTH 32 DEGREES 03 MINUTES 49 SECONDS EAST 51.72 FEET: THENCE NORTH 06 DEGREES 55 MINUTES 12 SECONDS EAST 183.36 FEET: ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 3394 I Q THENCE SOUTH 83 DEGREES 03 MINUTES 49 SECONDS EAST 169.50 FEET: TO A OF MY LICENSE EXPIRES NOVEMBER 30. 2012 I �� I RADIUSOOFT12283C OOVFEETIANDUAVCHORDNTHAOTNBEARSE NORTH L14HDEGREES DESIGN FIRM LICENSE EXPIRES APRIL 30. 2013 I 33 MINUTES 19 SECONDS EAST 124.14 FEET THENCE NORTHERLY ALONG I SAID CURVE 124.19 FEET: THENCE NORTH 71 DEGREES 19 MINUTES 55 SECONDS WEST 46.17 FEET: THENCE NORTH 67 DEGREES 55 MINUTES 03 SECONDS WEST 149.49 FEET: THENCE NORTH 22 DEGREES 04 MINUTES 57 V I _ I SECONDS EAST 188.60 FEET: THENCE NORTH 26 DEGREES 37 MINUTES 46 SURVEYOR' S CERTIFICATE OWNER' S CERTIFICATE r J SECONDS EAST 75.18 FEET: THENCE NORTH 31 DEGREES 10 MINUTES 34 SECONDS EAST 159.57 FEET: THENCE NORTH 37 DEGREES 44 MINUTES 22 SECONDS EAST 9.35 FEET: THENCE NORTH 86 DEGREES 26 MINUTES 02 STATE OF ILLINOIS ) STATE OF ILLINOIS) SECONDS WEST 92.66 FEET: THENCE SOUTH 49 DEGREES 50 MINUTES 38 SS ) SS SECONDS WEST 146.72 FEET: THENCE SOUTH 82 DEGREES 00 MINUTES 59 SECONDS WEST 63.33 FEET: THENCE NORTH 67 DEGREES 53 MINUTES 13 COUNTY OF COOK ) COUNTY OF KANE ) SECONDS WEST 128.03 FEET: THENCE NORTH 37 DEGREES 29 MINUTES 25 SECONDS WEST 71.36 FEET: THENCE NORTH 07 DEGREES 05 MINUTES 37 THIS 1S TO DECLARE THAT PULTE HOME CORPORATION ILLINOIS DIVISION IS THE OWNER OF THE SECONDS WEST 122.51 FEET: THENCE NORTH 23 DEGREES 18 MINUTES 11 WE, THOMSON SURVEYING, LIMITED, ILLINOIS PROFESSIONAL DESIGN FIRM NUMBER LANG DESCRIBED IN THE HEREON PLAT, AND HAS CAUSED THE SAME TO BE PLATTED AS INDICATED SECONDS EAST 69.72 FEET: THENCE NORTH 53 DEGREES 41 MINUTES 59 184-002768. 00 HEREBY DECLARE THAT THE PLAT SHOWN HEREON DRAWN WAS SECONDS EAST 129.62 FEET: THENCE NORTH 84 DEGREES 07 MINUTES 58 THEREON. FOR THE USES AND PURPOSES THEREIN SET FORTH. AND DOES HEREBY ACKNOWLEDGE SECONDS EAST 199.49 FEET: THENCE SOUTH 89 DEGREES 58 MINUTES 56 COMPILED FROM EXISTING SURVEYS AND INSTRUMENTS OF PUBLIC RECORD FOR AND ADOPT THE SAME UNDER THE STYLE AND TITLE THEREON INDICATED. SECONDS EAST 135.71 FEET: THENCE SOUTH 80 DEGREES 51 MINUTES 30 THE PURPOSE INDICATED HEREON. SECONDS EAST 37.60 FEET: THENCE SOUTH 71 DEGREES 44 MINUTES 05 SECONDS EAST 136.12 FEET: THENCE SOUTH 62 DEGREES 36 MINUTES 41 SECONDS EAST 37.60 FEET: THENCE SOUTH 53 DEGREES 29 MINUTES 14 GIVEN UNDER BY HAND AND SEAL AT ROSEMONT ILLINOIS. SECONDS EAST 208.40 FEET: TO A POINT OF CURVE SAID CURVE BEING THIS TH DAY OF , A.D.. 2011. DATED THIS DAY OF A. D. , 2011. CONCAVE A RADIUS FEET CHORD 30-64 FEET THENCE NORTHEASTERLY ALONG SAID CURVE 30.65 FEET: THENCE NORTH 50 DEGREES 05 MINUTES 46 SECONDS EAST 40.76 FEET: THENCE SOUTH 39 DEGREES 54 MINUTES 14 SECONDS EAST 208.00 FEET: TO THE POINT OF BEGINNING: CONTAINING 13.07 ACRES OR 569.150 SOUARE FEET MORE OR LESS. DAVID M. SPORINA. P.L.S. NOTARY CERTIFICATE COUNTY RECORDERS CERTIFICATE ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 3394 STATE OF ILLINOIS) MY LICENSE EXPIRES NOVEMBER 30, 2011 ) SS STATE OF ILLINOIS ) DESIGN FIRM LICENSE EXPIRES APRIL 30. 2013 COUNTY OF ) ) SS COUNTY OF KENDALL ) !. A NOTARY PUBLIC IN AND FOR SAID COUNTY. IN THE THIS INSTRUMENT NUMBER WAS FILED FOR RECORD IN THE RECORDER'S STATE AFORESAID, DO HEREBY CERTIFY THAT IS PERSONALLY OFFICE OF KENDALL COUNTY AFORESAID ON THE DAY OF , 2011 KNOWN TO ME TO BE THE SAME PERSON WHOSE NAME ARE SUBSCRIBED TO THE AFORESAID INSTRUMENT AS SUCH OWNER, APPEARED BEFORE ME THIS DATE IN PERSON AND ACKNOW- LEDGED THAT HE SIGNED THE ANNEXED PLAT AS HIS OWN FREE AND VOLUNTARY ACT FOR GENERAL NOTES: THE USES AND PURPOSES THEREIN SET FORTH. 1. ALL DIMENSIONS ARE GIVEN IN FEET AND GIVEN UNDER MY HAND AND NOTARY SEAL THIS DAY OF A. D. 2011 KENDALL COUNTY RECORDER DECIMAL PARTS THEREOF. AT ILLINOIS. 2. NO DIMENSIONS SHALL BE DERIVED FROM SCALE MEASUREMENT. DEPUTY NOTARY PUBLIC Thonwn Surveying Ltd. CLIENT: PULTE HOME CORPORATION DSGN. TITLE PROJECT N0. lilt AUTUMN CREEK 3855PS 9575 W. Higgins Rood. Suite 850 ILLINOIS DIVISION DWN. PMR Rosemont. I 6 CHKD. DMs � TEL: (847) 318-9790 1901 NORTH ROSELLE ROAD SHEET I OF I FAX: (847) 318-9792 SUITE 10001 PLAT OF VACATION DRAWING NO. pryonothomsonitd.com N0. DATE NATURE OF REVISION CHKD. SCALE: I' = 50 FEET © THOMSON SURVEYING, LTD., 2011 SCHAUMBURG, IL 60195 FILE NAME H:\DGN\3855PS\VACATION\3855-VACATION.2d I DATE: 11-23-10 YORKVILLE, ILLINOIS 3855-VACATION.2D - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING 29 MULTI—FAMILY LOTS 127 UNITS (TO REMAIN) GROSS AREA = 19.56 ACRES o w NET (MF) LOT AREA = 15.71 ACRES o U PROPOSED 31 SINGLE FAMILY L 0 TS w y. ADDED TO EXIST. 168 (SF) LOTS Z w fDn = 199 TOTAL (SF) LOTS N X GROSS AREA = 81.31 ACRES 5 E NET (SF) LOT AREA = 61.92 ACRES w GZO �� m cnz T N °o° 0 0 ° 0 0 o I OD 000 0 O O p0° o i 0 ❑ ❑❑ ❑❑ ❑❑❑ U❑ °po 00 � �; Mi �i �onrooio o0 ❑10 ❑ ❑❑❑❑❑❑ 00 0 0 oo° ° 0° CD ❑❑❑❑ o ❑ ❑ O° O ,v O❑ ❑ ❑❑❑Cl❑ ❑ ❑ ❑❑❑ ❑�� o O � ` o ❑ ❑ a ❑❑ 000 CD o❑°°°❑❑❑°�°°°°°°°°p° CHRISTY LANE � o 0 E - o 7 r— III 11 9 II �' - < �' ai EXI S TING PROPOSED r — II J GROSS AREA = 45.26 AC co i Qp O I \ DU/AC. = 1.63 (GROSS) 0 0 CO PHA SE I AREA PHA SE I AREA _ _ - - i�� 0 ° ° `� I \ � . o GROSS AREA I32. 57 GROSS AREA I32. 57 NET AREA = 24.80 AC p o CD I \ '¢ - - III'o^I dey / DU/AC. = 2.98 (NET) o DU/A C = 3. 03 (GROSS) DU/A C = 2. 46 (GROSS) I r II '�y I a) - M HAS = - � I yd, I � __ � L NET AREA - 77. 63 NET AREA - 77. 63 I I ys = y j ys — = a Y o I - -I � L� � o o � D U/A C. = 5. 18 (NET) D U/A C. = 4. 20 (NET) I y°^_ _ - - - co >- 1B yo I J I ® 1 0^ V I 1� N I , , — MN CREEK gl-v� — °' e•�yo^ eA' I I I �' LILLIAN LANE O W t_ — = — ' LL III - UTUR'r ' � � v ~ � 04, �' ,�� li I I 'II W O JOW i o } CF f ° O Q J W GROSS AREA W X 41.8J DU/AC. = 1.79 (GROSS) 4 � W T EA 25.49 C W L DU AC. 2.94 (NET) J J LAKEVIEW ROAD " Um ZW � W w 00 a I JL O O I r— r nllnll 11 I 0 I � I 0 a1 y^I1 y 1 ^ Q JL a < ,4\ in O y A'� \ /` I I I I I I ' I I ' I I �yd I I ^< �- yd -' D 0 m y^ ,),yo- J LL_ _ _ _ -1I I-J L _ JL _ JL I I ou y — _ -1 V Ill �^ yo yo y° 1.0 I I I I I I I I ' `'C`'� Py `►4 4A ` I - I I I I y I I �¢' I y i n EXPIRES: coYY < ?N y _ S d g n 4� — L y0 v lX � �-. �1�y � °^� yd \ \ � � �1�yo 9�" °` ^ � I � I y°" I I I � � '�ww Ill,TA o- J \ �p y n I FT 4 I O —All LL a < y�a / I 6y0 yo I I I L — — — J _ / _T 01' N�:/ ,6\ L _46i o I I �p -0 0^ 1 `I a �^ I I 0^ ` I yon a J ��^ \ y � c; y I y�j �y �> y ,� �y 11� "Ilo- pl o 4j I —y ,� >L _= J L =� J I J — /r a U LZL� 0 y0 n Y a 1} 10 ^ � � — y / / n d'I y o I M I .. o- �► o'¢ a i ,y I o- day I I yd` I I ,¢ I I // \ / / y SHEET ORIENTATION LAI o- -0 n f,}� L— — J _ _ -zoo 0 100 200 N O yd� -yd• y0^ y°^ Y py d 4' 4, " _ _... y°n b \ at V! � o a � � � 4 _ � � ( IN FEET ) O v' 4 E r�- / `- -�- �` 4 A 1 inch - �00 f t. C) � 4� / �/� O I I HORIZ. SCALE: U, �, �' � � DATE. 01 o �' I I 1 200 10-31-11 �' �► � VERT. SCALE: - o 2"p � SUBMITTAL. zo C) 4 1 EXISTING N/A #2 o N 24 MUL TI—FAM/L Y LOTS / 107 UNITS DWN. BY• DSN. BY: CHK. BY• o- o AREA = 13.07 _o �i DU/AC. = 8.19 I I EJG EJG KMH 'm I I PROJECT NO. Q PROPOSED I I 88100362 t0- ° I � III PROJECT LIMITS 11 1 SHEET NO. 31 SINGLE—FAMILY LOTS m Q AREA = 13.07 DU/AC. = 2.37 C - 001 o Q) o E E O dX— C) r �,`►� i i �, Cpl 0 Memorandum EST. -� 1836 To: Plan Commission -�� From: Krysti J. Barksdale-Noble, Community Development Director CC: Bart Olson, City Administrator Date: November 4,2011 Kendae t°unTy <LE ��v Subject: PC 2011-08 Autumn Creek—PUD Amendment& Resubdivision of Unit 1A Final Plat Petitioner Request/Background: In April 2005, the Autumn Creek Subdivision was granted annexation and PUD approval to construct a total of 575 residential dwelling units, which included 317 single family units and 258 townhome units. Currently, 136 single family and 134 townhomes for a total of 270 units in the Autumn Creek Subdivision have been constructed. However, in July 2010, the petitioner sought and was granted approval for an amendment to the original annexation and PUD agreement. As part of the amended PUD agreement, the City agreed to consider a revision to the Unit IA Final Plat to permit single family housing rather than the originally planned townhomes on the remaining un-built lots as long as there was no increase in density for the overall development. Since that time, Pulte has researched the housing market trends and change in product demand, and is now ready to proceed with formal PUD and Final Plat amendment approval to reflect the proposed new single family housing product to be constructed on the re-platted lots. Proposed Final Plat Amendment: The proposed 10.4-acre re-platted area of the Unit IA Final Plat of Subdivision consists of 34 new single family lots along Crimson Lane and Sage Court located generally south of Kennedy Road and west of U.S. Route 34 (see attached) near the center of the Autumn Creek development. The initially approved plan depicted 24 multi-family (townhome) lots consisting of 107 units. The following comparison table details the change in density (dwelling units per acre) within this area of the development based on the existing and proposed plans: #of Dwelling Lots(Units) Net Area Density(du/ac.) EXISTING 24 multi-family lots(107 units) 13.07 Ac. 8.19 du/ac. PROPOSED 31 single-family lots(31 units) 13.07 Ac. 2.37 du/ac. % Change Difference of 76 units(f30%Less) ---- Difference of 5.82 du/ac. (±30%Less) As anticipated, the change in density is approximately 30% less in the proposed re-platted single family plan than the existing townhome plan. Also, the proposed single-family lots generally comply with the bulk regulations (area, setbacks, lot coverage, etc.) established for R-2 zoned residential parcels in the original annexation and PUD agreement for Autumn Creek. Bulk Requirements Per Exhibit "E" paragraph B of the original Autumn Creek annexation agreement (Ord. No. 2005- 25), the following Residential Parcel Parameters and Variations are permitted: 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; proposed plans are compliant with the median lot size being approximately 14,402 square feet with Lot 22 having the smallest total area of approximately 10,218 square feet. As a result of the replatted lot configuration,lots 8, 11 and 12 arc unbuildable. 2. Lot widths in the R-2 District may be less than the 80 feet minimum,but shall be at least 70 feet; proposed plans illustrate compliance with the provision as lot width is measured at the building setback line. Engineering The proposed Final Plat has been reviewed by the City's engineering consultant for compliance with the Subdivision Control Ordinance's Standards for Specification. Comments dated October 23, 2011 were provided to the Petitioner (see attached) and revised plans were provided to Staff for review with the requested revisions and/or explanation in a letter dated November 1,2011, as attached. Landscaping Staff has reviewed the proposed Landscape Plan and offers the following comments: • "Autumn Blaze Maple" is not an approved parkway tree species and must be substituted with an approved variety or different species. • The "General Notes" section of the Landscape Plan must state that all trees are to be grown in Northern or Central Illinois. Fiscal Impact Analysis: During the negotiations prior to the 2010 annexation and PUD agreement amendment, Staff expressed concern regarding the potential increase in Homeowner Association (HOA) and/or Special Service Area (SSA) payments to the current property owners in Autumn Creek due to the potential decrease in rooftops. Therefore, a provision in the amended agreement required the petitioner to provide a fiscal analysis comparison of the annual HOA assessment and SSA fee between the currently approved unit mix and the proposed unit reduction to demonstrate the requested re-platting would not negatively impact the homeowners. Attached is a fiscal analysis prepared by the petitioner regarding the Special Service Area No. 2005-108. As of tax year 2010, the SSA levy per single-family dwelling unit was $2,091.00 and $1,778.00 for townhome dwelling. Had the proposed conversion of 107 townhome units to 31 new single-family units been approved in tax year 2010,there would have been a net-neutral effect to the amount levied to the property owners with single-family and townhome owners' payments remaining the same. Staff understands that Pulte is proposing to "front-fund" or pre-pay the remaining SSA balance for Unit lA only in the amount of approximately $1.77 million dollars. Since the City Council is scheduled to adopt the 2011 abatement ordinance for this SSA in December 13, 2011, the special tax will be collected by the county in 2012 for the previous tax year. Should any future buyer pay the 2011 special tax, Pulte will refund the property owner upon confirmation of payment from Kendall County. According to the City's Bond Counsel, Peter Raphael of William Blair& Company, there should be no negative impact to the existing homeowners due to the proposed re-platting and pre-payment of the SSA. Finally, Pulte confirms that the HOA assessments will also not be impacted by the proposed re-platting. The attached spreadsheet illustrates the current 2011 budget and 2012 budget for the Autumn Creek Homeowners' Association will remain the same at approximately $96K. Since the developer has not turned over the HOA to a resident board, Pulte remains "declarant" for the HOA and responsible for any budget shortfall resulting from undeveloped lots. Further, it is anticipated there will be a 1% decrease in per-house HOA contribution, according to the property management service, due to a recalculation of capital reserve requirements. Staff Recommendation: Based upon the findings of the Fiscal Impact Analysis, as well as the compliance with the bulk regulations of the existing Autumn Creek PUD Agreement for R-2 One Family Residence District depicted in the Final Plat,staff recommends approval of the requested Preliminary &Final Plat subject to comments by City staff rozardink revisions to the landscape plan. i c,,.. United City of Yorkville zs 800 Game Farm Road ' Yorkville, Illinois 60560 �9 : rte c Telephone: 630-553-4350 `"°' •� Fax: 630-553-7575 1E � P PC# APPLICATION & PETITION TO AMEND ANNEXATION or PLANNED UNIT DEVELOPMENT (PUD) AGREEMENT Development Name: Aurt)nMN Cj266C Date of Submission: 1. Name of Petitioner(s): ? /2 ry0 Individual SS# or Company Tax ID#...3 A- IS 11.150 Oct Address: (Q® / H O 5;L(. R0A 7), Srr (noo SrAjAdM? [L) -rc (2014f Phone Number: 31 -a 3a- SN00 Fax Number: 2, -a 3D - S Email Address: - K4. 1 ,A >� U4 COM Relationship of Petitioner(s)to subject property: Owner []Developer o Contract Purchaser 2. Name of holder of legal title, if different from#1: 154 As k5 A4 Rove, If legal title is held in a Land Trust, list the names of all holders of any beneficial interest therein: 3. a). Street address and physical location of subject property: _SA-�t C®(1R7 Ckr,�ks&V 1,4AI67 b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 13, ® "7 d). Kendall County Parcel Numbers)of property: Ore e). Current Zoning Classification: R°off lk-3 ?LID f). Zoning Classification Requested if changing zoning: gwg Page 15 of 5 United City of Yorkville Amend Annexation/PUD Application Revised: 9.14.09 16 4. Names and addresses of any adjoining or contiguous landowners entitled to notice of petition under any applicable City ordinance or State Statute: (Please attach a separate list as Exhibit"B".) 5. Date of Annexation or PUD Agreement sought to be amended: / ,mot ,,"W-7 t Name of Agreement: Ario.0&N,tgce! �r ANA(�[4wm I ,yaNl twVr J4 ttMfAT(A ^dzfEc Date of Recording: . UIV F I, BOOS S-UIN"ruo ul Attach a true and correct copy of agreement as Exhibit"C". 1 6. State the items to be amended from the existing annexation or PUD agreement. kit Sf99 70 MOa-,FY -rw IA, af.- Aa-y ?(JD ?c,4N [//&ff^wz 4S hRE &WnkMAL 24 AMrn '1/12 To Low A&2r-my&r kw*Ckarr-—Umrr 1 co o3,WN 0X 3, o S ,-)rD A&DDeyrcearO iok S,rjw -Agosrcy LerS P-Aeri R 'r*.4.q TuV9 46444, [.O rS. 7. Contact Information: Name, address, phone number,fax number, and email address of person to whom inquiries regarding this petition may be directed: -�A><lr 7AA73 LAkb AcP,a&,P rwd Mtn 2&rr4Ae-5 &OI N,kosacE 570ioo NAtwt?r�/� S��rF' B4?-a30- moo; Ffr, ?W-ak S'/�S \Aer N43P-jir,COnA Attorney: Name: N icT //-p�A Address: 3 00 S. L�✓�4C�c�i2 STL 3SoD �J L 60� Phone Number: )Q-t/6j- c/3I x Fax Number: 3/dT- Email Address: M PSLAW,COM Engineer: Name:Koi (luaa /MP- ZuC Address: GS/ &kMa?M.1 1-Dk , ST/yg, CV G� ;-t_ 40SVID Phone Number: 430-SS 2-75,6�_ Fax Number:420 C14 Email Address: I .Jj4JL� 14R k&C--W, cew Land Planner: Name: Address: Phone Number: Fax Number: Email Address: Page 16 of 5 United City of Yorkville Amend Annexation/PUD Application Revised: 9.14.09 17 9. Submit the following to the Community Development Department in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b.Appropriate filing fee(Please refer to page 4 of this application"Petitioner Route, Step 1, Fees and/or contact the Community Development Department for verification of this amount). c. Site Plan (if necessary): 40 sets folded to fit in a 10"x 13"envelope d. One CD containing PDFs of the signed application,exhibits and site plans. The legal description and amendment(draft)documents should be in word.doc format. In witness whereof the following petitioner(s)have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct and swear that the property to be annexed is contiguous to the United City of Yorkville. Date: 0 1-7 f abyl eti one s) Si natur : (All legal property owners of recorrdd signatures must appear on this application.) -(V9L Yd GTE 4n Ae S Subscribed and sworn to before me this_j7° day of 1�/G��.� 20§1_Ll_. Notary Seal THIS APPLICATION MUST BE NOTARIZED. ENOTARY wwCIAL SEAL E M BOW ERS IC-STATE OF ILLINOIS ION EXPIRES:070/13 Page 17 of 5 United City of Yorkville Amend Annexation/PUD Application Revised: 9 14.09 EXHIBIT A THAT PART OF AUTUMN CREEK UNIT 1, BEING A SUBDIVISION OF PART OF THE SOUTH HALF OF SECTION 15 AND PART OF THE NORTH HALF OF SECTION 22, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, PER DOCUMENT NUMBER R200600000144 RECORDED JANUARY 3, 2006 AND AMENDED BY CERTIFICATES OF CORRECTION AS DOCUMENT NUMBER R200600009685, RECORDED APRIL 3, 2006, DOCUMENT NUMBER R200600016609, RECORDED JUNE 5, 2006, AND DOCUMENT NUMBER R200700004498, RECORDED FEBRUARY 6, 2007, ALL IN KENDALL COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS: BEGINNING AT THE WESTERN MOST CORNER OF LOT 112 IN SAID SUBDIVISION; THENCE SOUTH 50 DEGREES 05 MINUTES 46 SECONDS WEST 20.00 FEET; THENCE SOUTH 48 DEGREES 19 MINUTES 30 SECONDS WEST 88.83 FEET; THENCE SOUTH 43 DEGREES 18 MINUTES 43 SECONDS WEST 90.66 FEET; THENCE SOUTH 38 DEGREES 10 MINUTES 57 SECONDS WEST 90.66 FEET; THENCE SOUTH 33 DEGREES 03 MINUTES 11 SECONDS WEST 90.66 FEET; THENCE SOUTH 27 DEGREES 55 MINUTES 24 SECONDS WEST 90.66 FEET; THENCE SOUTH 22 DEGREES 47 MINUTES 39 SECONDS WEST 90.66 FEET; THENCE SOUTH 17 DEGREES 39 MINUTES 54 SECONDS WEST 16.14 FEET; THENCE SOUTH 53 DEGREES 53 MINUTES 13 SECONDS WEST 57.66 FEET; THENCE NORTH 72 DEGREES 08 MINUTES 11 SECONDS WEST 149.94 FEET; TO A POINT OF CURVE SAID CURVE BEING CONCAVE EASTERLY HAVING A RADIUS OF 1217.00 FEET AND A CHORD THAT BEARS SOUTH 15 DEGREES 36 MINUTES 28 SECONDS WEST 95.81 FEET THENCE SOUTHERLY ALONG SAID CURVE 95.83 FEET; THENCE SOUTH 81 DEGREES 47 MINUTES 29 SECONDS EAST 178.11 FEET; THENCE SOUTH 15 DEGREES 24 MINUTES 07 SECONDS WEST43.16 FEET; THENCE SOUTH 08 DEGREES 09 MINUTES 02 SECONDS WEST 86.11 FEET;THENCE SOUTH 05 DEGREES 39 MINUTES 48 SECONDS WEST 83.97 FEET; THENCE NORTH 87 DEGREES 30 MINUTES 37 SECONDS WEST 209.24 FEET TO A POINT OF CURVE SAID CURVE BEING CONCAVE EASTERLY HAVING A RADIUS OF 1250.00 FEET AND A CHORD THAT BEARS SOUTH 02 DEGREES 20 MINUTES 39 SECONDS WEST 6.35 FEET THENCE SOUTHERLY ALONG SAID CURVE 6.35 FEET; THENCE NORTH 87 DEGREES 48 MINUTES 05 SECONDS WEST 224.86 FEET; THENCE NORTH 32 DEGREES 03 MINUTES 49 SECONDS EAST 51.72 FEET; THENCE NORTH 06 DEGREES 55 MINUTES 12 SECONDS EAST 183.37 FEET; THENCE SOUTH 83 DEGREES 03 MINUTES 49 SECONDS EAST 169.50 FEET; TO A POINT OF CURVE SAID CURVE BEING CONCAVE EASTERLY HAVING A RADIUS OF 1283.00 FEET AND A CHORD THAT BEARS NORTH 14 DEGREES 33 MINUTES 19 SECONDS EAST 124.14 FEET THENCE NORTHERLY ALONG SAID CURVE 124.19 FEET; THENCE NORTH 71 DEGREES 19 MINUTES 55 SECONDS WEST 46.17 FEET; THENCE NORTH 67 DEGREES 55 MINUTES 03 SECONDS WEST 149.49 FEET;THENCE NORTH 22 DEGREES 04 MINUTES 57 SECONDS EAST 188.61 FEET; THENCE NORTH 26 DEGREES 37 MINUTES 46 SECONDS EAST 75.18 FEET; THENCE NORTH 31 DEGREES 10 MINUTES 34 SECONDS EAST 159.58 FEET; THENCE NORTH 37 DEGREES 44 MINUTES 22 SECONDS EAST 9.35 FEET; THENCE NORTH 86 DEGREES 26 MINUTES 02 SECONDS WEST 92.66 FEET; THENCE SOUTH 49 DEGREES 50 MINUTES 38 SECONDS WEST 146.73 FEET; THENCE SOUTH 82 DEGREES 00 MINUTES 59 SECONDS WEST 63.33 FEET; THENCE NORTH 67 DEGREES 53 MINUTES 13 SECONDS WEST 128.03 FEET;THENCE NORTH 37 DEGREES 29 MINUTES 25 SECONDS WEST 71.36 FEET; THENCE NORTH 07 DEGREES 05 MINUTES 37 SECONDS WEST 122.51 FEET; THENCE NORTH 23 DEGREES 18 MINUTES 11 SECONDS EAST 69.72 FEET;THENCE NORTH 53 DEGREES 41 MINUTES 59 SECONDS EAST 129.63 FEET; THENCE NORTH 84 DEGREES 07 MINUTES 58 SECONDS EAST 199.49 FEET; THENCE SOUTH 89 DEGREES 58 MINUTES 56 SECONDS EAST 135.71 FEET; THENCE SOUTH 80 DEGREES 51 MINUTES 30 SECONDS EAST 37.60 FEET; THENCE SOUTH 71 DEGREES 44 MINUTES 05 SECONDS EAST 136.11 FEET; THENCE SOUTH 62 DEGREES 36 MINUTES 41 SECONDS EAST 37.60 FEET; THENCE SOUTH 53 DEGREES 29 MINUTES 14 SECONDS EAST 208.40 FEET; TO A POINT OF CURVE SAID CURVE BEING CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 1250.00 FEET AND A CHORD THAT BEARS NORTH 49 DEGREES 23 MINUTES 37 SECONDS EAST 30.64 FEET THENCE NORTHEASTERLY ALONG SAID CURVE 30.65 FEET; THENCE NORTH 50 DEGREES 05 MINUTES 46 SECONDS EAST 40.76 FEET; THENCE SOUTH 39 DEGREES 54 MINUTES 14 SECONDS EAST 208.00 FEET;TO THE POINT OF BEGINNING; CONTAINING 13.07 ACRES OR 569,150 SQUARE FEET MORE OR LESS. RECK,JOSEPH G & IDA MAE AUTH, MICHAEL P&JEAN UNITED CITY OF YORKVILLE 8660 KENNEDY RD 8612 KENNEDY RD 800 GAME FARM RD Yorkville, IL 60560 Yorkville, IL 60560 YORKVILLE, IL 60560 MCDONOUGH,JAMES&ELLEN GROOMS,TODD A ROBERT&TERI EDWARDS 2561 EMERALD LN 2523 MADEN CT 2524 MADDEN CT YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 JONES, WILLIAM &ANNE EULALIO&VERONICA GARCIA JOSLIN, KENNETH& 1503 COLBALT DR 1507 COLBALT DR DISSANAYKE, MANINDRI YORKVILLE, IL 60560 YORKVILLE, IL 60560 2525 EMERALD LN YORKVILLE, IL 60560 MCDERMOTT&STRONG DAVID A& PAMELA KRAUSE SANDRA G & ENRIQUE CORTEZ 2511 EMERALD LN 2501 EMERALD LN 2475 EMERALD LN YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 MONTGOMERY SIEGFRIED, DAVID W&APRIL KUCALA, DANIEL M 2465 EMERALD LN 2478 EMERALD LN 2472 EMERALD LN YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 LAFFEY,TRAVIS& HEATHER BAUERLE, CHRISTOPHER S SANTORO& LUCEY 2468 EMERALD LN 2452 EMERALD LN 2448 EMERALD LN YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 MOGOS HEBERER,STEVE &CHRISTI HAGUE,JENNA L& MICHAEL E 2442 EMERALD LN 2438 EMERALD LN 2432 EMERALD LN YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 FUGETT&WOOD PARODI,SAMUEL& KATHLEEN ROBERTS, ERIC S&JILL R 2428 EMERALD LN 2412 EMERALD LN 2402 EMERALD LN YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 AGUIRRE, CESAR BECK FRACHEY, KIMBERLY 1539 CORAL DR 1545 CORAL DR 1555 CORAL DR YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 TERMAN,JASON & HEATHER BAUER, KYLE &JENNIFER POLLEY, MICHAEL 1563 CORAL DR 1567 CORAL DR 1571 CORAL DR YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 MCGUIRE&SCHULTZ JERDEE& KELLY DUGGAN,JAMES P 1577 CORAL DR 1581 CORAL DR 1593 CORAL DR YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 FORBES, ROBERT V KARDEKAR,ABHIJIT MORTIN, MIKELL& ROSALYN 1592 CORAL DR 1584 CORAL DR 1578 CORAL DR YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 GREAVES, MICHELLE BLACK&YOUNG FRANKENREIDER, RAQUEL L 1572 CORAL DR 1568 CORAL DR 1562 CORAL DR YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 PATEL, UPENDRA& KOMAL LUTH, RAYMOND&PATRICIA WALAS& HUDSON 1554 CORAL DR 1544 CORAL DR 1561 ORCHID ST YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 THEULEN, BARBARA J MANE, MABINTY CASANOVAS 1565 ORCHID ST 1571 ORCHID ST 1575 ORCHID ST YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 HANCOCK, DAVID&THERESE ADAMS,ALENE&MATTHEWS, INGLIS,SHEAN & MEGHAN 1581 ORCHID ST ALENE 1585 ORCHID ST 2396 LAVENDER WAY YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 MURPHY KOTLINSKI, DENNIS BASSETT, BRIAN H 2382 EMERALD LN 2378 EMERALD LN 2372 EMERALD LN YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 SELOOVER MPI-2 YORKVILLE SOUTH I LLC MAHONEY 2368 EMERALD LN 16880 FRONTAGE RD STE 100 2361 EMERALD LN YORKVILLE, IL 60560 BURR RIDGE, IL 60527 YORKVILLE, IL 60560 BOND,TROY YORKVILLE COM 5 SCHOOL DIST FREDERICK,THERESA A 2386 LAVENDER WAY 602 CENTER PKWY STE A 1479 CRIMSON LN YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 PHILLIPS,SHELDON M HEARN WHOWELL, KIMBERLY L 1477 CRIMSON LN 1475 CRIMSON LN 1473 CRIMSON LN YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 LOPEZ,VINCENT&,CORTEZ KLEIN,JEFFREY T JOHNSON,SHARON L ANGELICA 1469 CRIMSON LN 1457 CRIMSON LN 1471 CRIMSON LN YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 PORTER, RALPH A DENDINGER, CLARK T DUNAHOE,JEAN E 1459 CRIMSON LN 1461 CRIMSON LN 1463 CRIMSON LN YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 SLANICKY, KARA SMITH,ANGELA MARIE HAWTHORNE,WILLIAM E 1465 CRIMSON LN 1467 CRIMSON LN 1935 MCHUGH AVE YORKVILLE, IL 60560 YORKVILLE, IL 60560 NUMCLAW,WA 98022 HARROUN, DAVID &JAN ELL SIDDON, PAMELA A SUNDBERG,ANDREW& 1511 CORAL DR 1523 CORAL DR RIVERA,AMINA YORKVILLE, IL 60560 YORKVILLE, IL 60560 1533 CORAL DR YORKVILLE, IL 60560 HALLER, MICHAEL B PATTERSON,TERRI BARNEY,JESSICA E 1462 CRIMSON LN 1464 CRIMSON LN 1466 CRIMSON LN YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 HENRY&GROVEAU TADLOCK, MICHELLE MICHALEK,TINA A&GINA M 1468 CRIMSON LN 1478 CRIMSON LN 1476 CRIMSON LN YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 MIRZA, KAMRAN KROL, PETER&JUDY SANTORO,JOSEPH & LYDIA 1474 CRIMSON LN 1472 CRIMSON LN 1536 CORAL DR YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 SHEARER& BUCARO BLONDA,JAMES& MELANIE STENZ,CHRISTIAN &TRIANA 1524 CORAL DR 1510 CORAL DR 1504 CORAL DR YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 STANCEL,JOSEPH&THERESA YOUNG &VACLAVIK PAYNE,THOMAS&SALLY JO 1521 ORCHID ST 1535 ORCHID ST 1545 ORCHID ST YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 SIDDON, MICHAEL D& DENISE LEE,JASON & REBECCA CAN,ARBEN & DIANA 1551 ORCHID ST 1557 ORCHID ST 1552 ORCHID ST YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 LEE, CHRISTOPHER& DAWN GROSS, CHRISTOPHER& ERIN SMOGOR, LESLIE & DAVID 1542 ORCHID ST 1532 ORCHID ST 1522 ORCHID ST YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 HILLMAN,WARREN&VERONICA HOPP, MATTHEW MATTISON, BRIAN & BONNY 1512 ORCHID ST 1429 CRIMSON LN 1427 CRIMSON LN YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 WRIGHT, NICHOLAS INGRAM, DIANNA DUCHARME, DANIELLE 1425 CRIMSON LN 1423 CRIMSON LN 1421 CRIMSON LN YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 LEAHY, KATHRYN PIERCE CHANZIT 1499 ORCHID ST 1497 ORCHID ST 1495 ORCHID ST YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 VOGT, KEVIN W TOTH, LORETTA KORST, KIMBERLY M 1493 ORCHID ST 1491 ORCHARD ST 1489 ORCHID ST YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 IGNARSKI & TERRANCE PARKER & FISCHER JARVIS &COLE 1473 ORCHID ST 113010 STOCKTON AVE 1477 ORCHID ST YORKVILLE, IL 60560 PLAINFIELD, IL 60585 YORKVILLE, IL 60560 MILLER,JULIE LYNN JONES, MARCUS D&ANITA V PAULSEN, KARISSA M 1479 ORCHID ST 1481 ORCHID ST 1483 ORCHID ST YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 JULSETH, BRYAN C %JANEIL T L. PRICE NTIM-ADDAE, REGINA MCREYNOLDS,JASON D 22 W 150 SPRING VALLEY 1457 ORCHID ST 1463 ORCHID ST MEDINAH, IL 60157 YORKVILLE, IL 60560 YORKVILLE, IL 60560 CHILDRESS,JASON &JAN SCHWEICKERT,ABBY T WILLIAMS, DOUG 1465 ORCHID ST 1467 ORCHID ST 1432 CRIMSON LN YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 LUNA&CALDERA BRODERICK,CATHERINE M BROCK&STROUD 1434 CRIMSON LN 1436 CRIMSON LN 1438 CRIMSON LN YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 WADE,JANICE E KRAKOW, RICKY J OKARMA,JENNIFER L 1442 CRIMSON LN 1444 CRIMSON LN 1458 CRIMSON IN YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 SEITZINGER,JAMES E WESTLUND, MARGENE K ROOT,JENNIFER 193 COUNTRY RD. 1454 CRIMSON LN 1452 CRIMSON LN YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 MASON, BRITTNYE A BURGESS, CAITLYNNE M ANTHONY &JESSICA L BINDER 1448 CRIMSON LN 1446 CRIMSON LN 1424 CRIMSON LN YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 MOORE, DANNY Balles, Daniel J. LANG, EDWARD 1422 CRIMSON LN 2558 EMERALD LANE 2548 EMERALD LANE YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 Glover, Keisler T. Joe L. Rivera,Jr. MICHELLE CURRAN 1585 Coral Drive 2373 Lavender Way 1428 Crimson Lane YORKVILLE, IL 60560 YORKVILLE, IL 60560 YORKVILLE, IL 60560 Grajeda, Mario and Amber JOE OLSON Cardona, Haydee 1424 Orchid Street 1422 Orchid Street 1420 ORCHID STREET YORKVILLE, IL 60560 YORKVILLE,IL 60560 YORKVILLE, IL 60560 Exhibit"D" 02-22-255-015 02-22-255-016 02-22-255-017 02-22-255-018 02-22-255-019 02-22-179-001 02-22-255-020 02-22-255-021 02-22-255-022 02-22-255-023 02-22-255-024 02-22-255-025 02-22-255-026 02-22-255-027 02-22-255-028 02-22-255-029 02-22-257-010 02-22-257-009 02-22-257-007 02-22-257-006 02-22-257-005 02-22-257-004 02-22-257-003 02-22-257-002 18 AMENDMENT TO ANNEXATION OR PLANNED UNIT DEVELOPMENT(PUD)AGREEMENT PETITIONER ROUTE Step 1: Petitioner must submit a completed application,fees*and all pertinent materials to the Community Development Department a minimum of 45 days prior to the targeted Plan Commission meeting. Petitioner is responsible for making submittals to other review agencies such as Kendall County, Illinois Department of Transportation, Illinois Department of Natural Resources, U.S.Army Corps of Engineers, etc.,to allow timely review by City. *Fees: 1. a. Annexation/PUD Amendment-$500 b Deposit for outside consultants-under 2 acres=$1,000 2 to 10 acres= $2,500 over 10 acres=$5,000 Note: Owner/Developer will be responsible for payment of recording fees and costs, public hearing costs including a written transcription of public hearing and outside consultant costs(i.e. legal review, land planner, zoning coordinator, environmental, etc.). Should Owner/Developer not pay these fees directly;they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. Note: You must present your plan at each of the meetings below as indicated. Step 2: Plan Commission : The Plan Commission meets the 2nd Wednesday of the month at 7:00 p.m. at the Yorkville Public Library, 902 Game Farm Road. A Public Hearing will be held at this time for the Amendment to Annexation/PUD Agreement. For a public hearing,the petitioner shall complete and submit to the Community Development Department the application with a legal description 45 days prior to the public hearing at the Plan Commission meeting. Notice will be given by publication by the United City of Yorkville in the Kendall County Record at least 15 days but no more than 30 days prior to the public hearing date. Before this amendment can move forward to the Economic Development Committee, a"draft" Amendment to the Annexation or PUD Agreement must be written. Step 3: Economic Development Committee:The Economic Development Committee meets the first Tuesday of the month at 7:00 p.m. in the Conference Room at City Hall. The project will be discussed in an informal atmosphere at the Economic Development meeting where no formal voting takes place. This session is to discuss and consider recommendations of prior committee meetings and for review of the draft amended agreement. Step 4: City Council: Meetings are held the 2nd and 4`h Tuesdays of each month at 7 p.m. in the Council Chambers at City Hall. A Public Hearing will be held at this time for the Amendment to Annexation/PUD Agreement. Notice will be given by publication by the United City of Yorkville in the Kendall County Record at least 15 days but no more than 30 days prior to the public hearing date. A certified affidavit must be filed by the petitioner with the Community Development Department's office containing the names,addresses and permanent parcel numbers of all parties that were notified. Page 18 of 5 United City of Yorkville Amend Annexation/PUD Application Revised: 9 14 09 19 Agreement: I understand and accept all requirements,fees as outlined as well as any incurred administrative and planning consultant fees which must be current before this project can proceed to the next scheduled committee meeting. Please sign and return this original (retaining a copy for your records)to the Community Development Department, United City of Yorkville, 800 G arm R Yorkville, Illinois 60560. Signature of Petitioner Date: Q Page 19 of 5 United City of Yorkville Amend Annexation/PUD Application Revised: 9.14.09 26 Jr�c�0 C1 United United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 y Telephone: 630-553-4350 Fax: 630-553-7575 PC # APPLICATION & PETITION Please Check One: Preliminary Plan V Final Plat Development Name: Avu-ruMN CI r c M \ C Date of Submission: 1 . Name ofPetitioner(s): Z) LrcE 4n 6 GR.? . A i rN ' A )c Address: MI 14 SrF lo6c) QMA , IPKA2r6 � ( 0195 Phone Number: ($4 >) 310 - 5303 Fax Number: Email Address: ,�kAr� � �rJL7t rtcw%, 2. a). Street address and physical location of subject property: . u e L r, .l,, 50„ Lane b). Legal description of property; attach as Exhibit "A". c). Total Acreage: + 0.3 U 4 3 . Contact Information: Name, address, phone number, fax number, and email address of person to whom inquiries regarding this petition may be directed : ( 5e t- Sec- - 1 �) Attorney: Name: Cgucic 3ylzoM /1Vlt'( aeg) IhJz7T (. o- �rr=t C /_[__( Address: 301) S WdG(c Si E 356ci C-!d rc Phone Number: Fax Number: Email Address: C2y?=t)MQ M 5 l✓, C� United City of Yorkville Preliminary/Final Plat Application Revised:- 129,09 i 27 Continued - 3 . Contact Information Engineer: Name: (Cc-N lfUF{N 14 IZ �RE�N �ZNC Address: I � �krar= fny � 1� �i2 i a�j //n vii r F r TL- PSk Phone Number: 43A- 553 - 5 ( t) Fax Number: 636553 - 76Yb Email Address: Conn Land Planner: Name: T96m5bo v SURyE`/lniG- Address: Q 575 W i4P&&r-A/ s 126A �o Sv -C: SOfl�oSsMO -r l_ (pO/y Phone Number: Fax Number: 3i9 - 17;;r 9a Email Address: 4. Submit the following to the Community Development Department in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to Page 3 of this application "Petitioner Route, Step 1 , Fees" and/or contact the Community Development Department for verification of this amount). c. To begin the review process, the initial submittal must consist of: 1 . 12 sets of Preliminary Plans /Final plats folded to fit in a 10" x 13" envelope, NIA 2. 7 sets of Landscape Plans folded to fit in a 10" x 13 " envelope 3 . 7 sets of Preliminary /Final Engineering folded to fit in a 10" x 13" enveloped. d. One CD containing one electronic copy (pdf) of each of the signed application (complete with exhibits), preliminary plan or final plat, landscape plans, engineering plans. Within one week of receipt of submittal, the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the plan council meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting, you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members. United City of Yorkville Preliminary/Final Plat Application Revised_ 1 ,29 09 i 28 In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. Date: / Petitioner(S) Signature: (All legal property owners signatures or their authorized agents (i.e. Planner, / Petitioner's Attorney, Engineer) must appear on this application.) 29, 4 -V1 e) C") Subscribed and sworn to before me this l >`i) day of S ��re H 6 > . 21N Zov I . Nota EWAL STER A OF ILLINOIS ES:01131112 A PLICATION MUST BE NOTARIZED. United City of Yorkville Prelim nar y/Final Plat Application Revised:_ 129 09 i 29 PRELIMINARY PLAN/FINAL PLAT PETITIONER ROUTE Step 1 : Petitioner must submit a completed application, fees* and all pertinent materials to the Community Development Department a minimum of 45 days prior to the targeted Plan Commission meeting. Petitioner is responsible for making submittals to other review agencies such as Kendall County, Illinois Department of Transportation, Illinois Department of Natural Resources, U.S . Army Corps of Engineers, etc., to allow timely review by City. *Fees: 1 . Preliminary Plan Fee - $500/Final Plat Fee - $500 a. Engineering Review Fees - 1 .25% of the approved engineer' s estimate of cost of all land improvements, to be determined by City Engineer. b. Engineering Review Deposit - up to 1 acre = $ 1 ,000; over 1 acre but not over 10 = $2,00 over 10 acres, but not over 40 = $5,000 over 40 acres, but not over 100 = $ 10,000 over 100 acres = $20,000 c. Deposit for Outside Consultants - under 2 acres = $ 1 ,000 2 to 10 acres = $2,500 over 10 acres = $5,000 Note: Owner/Developer will be responsible for payment of recording fees and costs, public hearing costs including a written transcription of public hearing and outside consultant costs (i.e. legal review, land planner, zoning coordinator, environmental, etc.). Should Owner/Developer not pay these fees directly, they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. Note: You must present your plan at each of the meetings below as indicated. Step 2: Plan Council : The Plan Council meets the 2"d and 4d' Thursday of the month at 9:00 a.m. in the city conference room. Upon recommendation by the plan council, you will move forward to the Plan Commission Meeting. Attendees to this meeting include: Community Development Director, City Engineer, Building Department Official, Public Works Director, Director of Parks and Recreation, Fire Department Representative, and Police Department representative. Step 3: For Preliminary Plans only; Park Board planning meeting: The Park Board makes recommendations on any Park Sites included in the development. The Park Board planning meeting is the 4 " Thursday of each month at 7:00 p.m. at the Riverfront Building, 201 W. Hydraulic Street. Step 4: Plan Commission: The Plan Commission meets the 2n6 Wednesday of each month at 7:00 p.m. in the Yorkville public library at 902 Game Farm Road. The Plan Commission will make a recommendation for the City Council's consideration. The Plan United City or Yorkville Preliminary/Final Plat Application Revised._ 12909 i 30 Commission consists of 10 members appointed by the Mayor, the City Attorney and City Land Planner. Step 5: The project will be discussed in an informal atmosphere at the Economic Development Committee meeting, held the first Tuesday of each month at 7 P.M. in the City Council chambers. This session is to discuss and consider recommendations of prior committee meetings. Step 6: City Council: The City Council meets the second and fourth Tuesdays of the month at 7:00 p.m. in the Council Chambers at City Hall . This is where all City Council voting takes place. If this project has included an annexation and/or zoning petition, a Public Hearing will be held at this time with notice given by publication. Any annexation agreement, PUD agreement or development agreement must be signed by the Petitioner prior to being voted on by the City Council. Prior to the recording of the final plat, the petitioner must pay the Administration Fee. This is equal to 1 .25% of the approved engineer's estimate of construction costs of land improvements, including but not limited to all public improvements to be dedicated to the City, mass earth grading, and quasi-public improvements to be maintained by the homeowner's associations such as private storm sewer, parking areas, and trails. Step 8: Final Plat recording instructions: Once the final plat is approved by the City Council and all required documents, bonds, and letters of credit are submitted to the city, the final plat may be recorded with Kendall County. Submit the final plat mylar to the Deputy Clerk for signatures. When all city signatures are in place, the developer or his surveyor may take the mylar to the Kendall County Clerk for his signature. The next step is to have six paper prints made and return to the Kendall County Recorder's office for recording. Kendall County requires the mylar and four paper copies. The City of Yorkville requires that you submit two recorded paper copies to the Deputy Clerk. Any copies you may require would be in addition to these. Agreement: I understand and accept all requirements, fees as outlined as well as any incurred administrative and planning consultant fees which must be current before this project can proceed to the next scheduled committee meeting. Please sign and return (retaining a copy for your records) to the De uty Clerk, United City of Yorkville, 800 Game Farm Road, Yorkville, Illinois 6 0. 1 � 11 � / 11 / @air �, % ( > �r ✓LiE IL Lq S/ Date Signature of Petitioner United City of Yorkville Preliminary/Final Plat Application Revised*_ 1 29.09 31 CHECK LIST FOR PRELIMINARY PLANS SECTION 1 : WRITTEN DOCUMENTS 1 . A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan _ B. A time schedule of the proposed development of the area covered by such preliminary plan C. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the plan, including the specific section of the Ordinance. _ 2. A boundary survey of the area covered by such preliminary plan, prepared and certified by a registered Illinois surveyor. SECTION 21 GENERAL PLAN INFORMATION 1 . A rendered outline of the area covered by such preliminary plan drawn at a scale of not less than 1 inch equals 100 feet. 2. The plan must contain the following information: A. Scale B. North Arrow C. Original and Revised dates _ D. Name and address of owner of record E. Name and address of site plan designer F. Current zoning of the properly G. All categories of proposed land use 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. The following site data provided in the lower right comer: A. Size of property in square feet or acres B. Square footage and percent of site coverage with buildings C. Square footage and percent of site coverage with pavement _ D. Number of parking spaces to be provided _ E. Number of parking spaces required by zoning ordinance _ F. Number of proposed buildings/dwelling units/lots SECTION 3: PLAN DATA REOUIREMENTS 1 . A site location map. 2. Dimensions of the property. 3. A topographical survey of the area covered by such preliminary plan at two-foot contour intervals drawn at not less than one inch equals one hundred feet. 4. A detailed plan for the treatment of any proposed storm water detention or retention facilities. 5 . Existing or proposed public roads, streets, and alleys, including classifications, width of right-of-way and paved surfaces, and existing and proposed sidewalks. United City of Yorkville Preliminary/Final Plat Application Revised - 1 .29.09 32 6. Dimensioned building setbacks, and as applicable; areas for off-street parking, trucking maneuvering and service, and open space/recreational facilities. 7. A schematic of existing or proposed public utility systems, including the size of sanitary sewers, storm water lines, & streetlights. 8. Existing vegetation and plantings. 9. Any other information required by the City, to clearly show the proposed site plan elements. CHECK LIST FOR FINAL PLANS SECTION I • WRITTEN DOCUMENTS I . A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan. B. A development schedule, indicating the approximate dates for construction of the Final Plan. _ C. Petitioners proposed covenants, restrictions, and conditions to be established as part of the Final Plan. D. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the Final Plan, including the specifics of the Ordinance. SECTION 2: GENERAL PLAN INFORMATION 1 . Must be drawn to accurate engineering scale. 2. Must contain the following information: A. Scale B. North Arrow C. Original and revised dates D. Name and address of owner of record _ E. Name and address of site plan designer 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. Site data to be provided in lower right hand comer: A. Legal Description B. Size of property in square feet and acres _ C. Current Zoning _ D. Square footage & percent of site coverage with buildings E. Square footage & percent of site coverage with pavement F. Square footage & percent of site coverage with landscaping G. Number of parking spaces required by zoning ordinance H. Number of parking spaces to be provided _ I. Number of buildings J. Number of dwelling units _ K. Breakdown of dwelling unit bedroom types United City of Yorkville Pre]inninary/Final Plat Application Revised:_ 12909 33 S. Landscape data to be provided in lower left hand comer: A. Number of plantings by type _ B. Size of plantings at installation _ C. On-center spacing for hedges (Should be 3 feet apart) D. Caliper size of all trees at installation SECTION 3: PLAN DATA REQUIREMENTS I . Dimensions of property. 2. Existing and proposed public and private meets, right-of-ways, driveways, all principal and accessory buildings and their uses, dimensioned building setbacks, lot sizes, sidewalks, off-street parking, service areas, open spaces, and recreation facilities. 3. Preliminary architectural plans for all residential buildings, in sufficient detail to show basic building plan. 4. The existing and proposed vehicular and pedestrian circulation systems, indicating their inter-relationship and proposed treatments of points of conflict. 5. Existing and proposed utility systems, including sanitary sewers, water, electric, gas, telephone, and cable television lines, including their sizes. 6, Proposed public and private lighting systems. 7. Existing and proposed easements for utility services. S. Proposed signage, indicating location and size. 9. Existing vegetation and plantings. 10. Proposed berrning and fencing. 11 . The location and size in acres or square feet of all areas to be conveyed, dedicated, or reserved as common open space, public parks, recreational areas, school sites, and similar semi-public uses. 12, Any other information necessary to clearly show the proposed site plan elements. United City of Yorkville Preliminary/Final Plat Application Revised:_ 1 .2909 EXHIBIT A THAT PART OF AUTUMN CREEK UNIT 1, BEING A SUBDIVISION OF PART OF THE SOUTH HALF OF SECTION 15 AND PART OF THE NORTH HALF OF SECTION 22, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, PER DOCUMENT NUMBER R200600000144 RECORDED JANUARY 3, 2006 AND AMENDED BY CERTIFICATES OF CORRECTION AS DOCUMENT NUMBER R200600009685, RECORDED APRIL 3, 2006, DOCUMENT NUMBER R200600016609, RECORDED JUNE 5, 2006, AND DOCUMENT NUMBER R200700004498, RECORDED FEBRUARY 6, 2007, ALL IN KENDALL COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS: BEGINNING AT THE WESTERN MOST CORNER OF LOT 112 IN SAID SUBDIVISION; THENCE SOUTH 50 DEGREES 05 MINUTES 46 SECONDS WEST 20.00 FEET; THENCE SOUTH 48 DEGREES 19 MINUTES 30 SECONDS WEST 88.83 FEET; THENCE SOUTH 43 DEGREES 18 MINUTES 43 SECONDS WEST 90.66 FEET; THENCE SOUTH 38 DEGREES 10 MINUTES 57 SECONDS WEST 90.66 FEET; THENCE SOUTH 33 DEGREES 03 MINUTES 11 SECONDS WEST 90.66 FEET; THENCE SOUTH 27 DEGREES 55 MINUTES 24 SECONDS WEST 90.66 FEET; THENCE SOUTH 22 DEGREES 47 MINUTES 39 SECONDS WEST 90.66 FEET; THENCE SOUTH 17 DEGREES 39 MINUTES 54 SECONDS WEST 16. 14 FEET; THENCE SOUTH 53 DEGREES 53 MINUTES 13 SECONDS WEST 57.66 FEET; THENCE NORTH 72 DEGREES 08 MINUTES 11 SECONDS WEST 149.94 FEET; TO A POINT OF CURVE SAID CURVE BEING CONCAVE EASTERLY HAVING A RADIUS OF 1217.00 FEET AND A CHORD THAT BEARS SOUTH 15 DEGREES 36 MINUTES 28 SECONDS WEST 95 .81 FEET THENCE SOUTHERLY ALONG SAID CURVE 95.83 FEET; THENCE SOUTH 81 DEGREES 47 MINUTES 29 SECONDS EAST 178. 11 FEET; THENCE SOUTH 15 DEGREES 24 MINUTES 07 SECONDS WEST43 .16 FEET; THENCE SOUTH 08 DEGREES 09 MINUTES 02 SECONDS WEST 86. 11 FEET; THENCE SOUTH 05 DEGREES 39 MINUTES 48 SECONDS WEST 83.97 FEET; THENCE NORTH 87 DEGREES 30 MINUTES 37 SECONDS WEST 209.24 FEETTO A POINT OF CURVE SAID CURVE BEING CONCAVE EASTERLY HAVING A RADIUS OF 1250.00 FEET AND A CHORD THAT BEARS SOUTH 02 DEGREES 20 MINUTES 39 SECONDS WEST 6.35 FEET THENCE SOUTHERLY ALONG SAID CURVE 6.35 FEET; THENCE NORTH 87 DEGREES 48 MINUTES O5 SECONDS WEST 224.86 FEET; THENCE NORTH 32 DEGREES 03 MINUTES 49 SECONDS EAST 51 .72 FEET; THENCE NORTH 06 DEGREES 55 MINUTES 12 SECONDS EAST 183.37 FEET; THENCE SOUTH 83 DEGREES 03 MINUTES 49 SECONDS EAST 169.50 FEET; TO A POINT OF CURVE SAID CURVE BEING CONCAVE EASTERLY HAVING A RADIUS OF 1283.00 FEET AND A CHORD THAT BEARS NORTH 14 DEGREES 33 MINUTES 19 SECONDS EAST 124.14 FEET THENCE NORTHERLY ALONG SAID CURVE 124. 19 FEET; THENCE NORTH 71 DEGREES 19 MINUTES 55 SECONDS WEST 46. 17 FEET; THENCE NORTH 67 DEGREES 55 MINUTES 03 SECONDS WEST 149.49 FEET; THENCE NORTH 22 DEGREES 04 MINUTES 57 SECONDS EAST 188.61 FEET; THENCE NORTH 26 DEGREES 37 MINUTES 46 SECONDS EAST 75. 18 FEET; THENCE NORTH 31 DEGREES 10 MINUTES 34 SECONDS EAST 159.58 FEET; THENCE NORTH 37 DEGREES 44 MINUTES 22 SECONDS EAST 9.35 FEET; THENCE NORTH 86 DEGREES 26 MINUTES 02 SECONDS WEST 92.66 FEET; THENCE SOUTH 49 DEGREES 50 MINUTES 38 SECONDS WEST 146.73 FEET; THENCE SOUTH 82 DEGREES 00 MINUTES 59 SECONDS WEST 63 .33 FEET; THENCE NORTH 67 DEGREES 53 MINUTES 13 SECONDS WEST 128.03 FEET; THENCE NORTH 37 DEGREES 29 MINUTES 25 SECONDS WEST 71.36 FEET; THENCE NORTH 07 DEGREES 05 MINUTES 37 SECONDS WEST 122 .51 FEET; THENCE NORTH 23 DEGREES 18 MINUTES 11 SECONDS EAST 69.72 FEET; THENCE NORTH 53 DEGREES 41 Page I 1 MINUTES 59 SECONDS EAST 129.63 FEET; THENCE NORTH 84 DEGREES 07 MINUTES 58 SECONDS EAST 199.49 FEET; THENCE SOUTH 89 DEGREES 58 MINUTES 56 SECONDS EAST 135.71 FEET; THENCE SOUTH 80 DEGREES 51 MINUTES 30 SECONDS EAST 37 .60 FEET; THENCE SOUTH 71 DEGREES 44 MINUTES 05 SECONDS EAST 136.11 FEET; THENCE SOUTH 62 DEGREES 36 MINUTES 41 SECONDS EAST 37.60 FEET; THENCE SOUTH 53 DEGREES 29 MINUTES 14 SECONDS EAST 208.40 FEET; TO A POINT OF CURVE SAID CURVE BEING CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 1250.00 FEET AND A CHORD THAT BEARS NORTH 49 DEGREES 23 MINUTES 37 SECONDS EAST 30.64 FEETTHENCE NORTHEASTERLY ALONG SAID CURVE 30.65 FEET; THENCE NORTH 50 DEGREES 05 MINUTES 46 SECONDS EAST40.76 FEET, THENCE SOUTH 39 DEGREES 54 MINUTES 14 SECONDS EAST 208.00 FEET, TO THE POINT OF BEGINNING; CONTAINING 13 .07 ACRES OR 569, 150 SQUARE FEET MORE OR LESS. Page 12 F i led for Record i r~ KENDALL C:OUNTYr ILLINOIS STATE OF ILLII�fOIS ) PAUL ANDERSON 06 - 1-31 - 2005 At ICIU 41 0. i1 sS ORDINANCE 1. 4C 01"1 COUNTY OF KENDALL ) ORDINANCE NO. 2005- -� AN ORDINANCE AUTHORIZING THE EXECUTION OF AN ANNEXATION AGREEMENT AND PLANNED UNIT DEVELOPMENT AGREEMENT FOR AUTUMN CREEK WHEREAS , :it is prudent and in the best interest of the UNITED CITY OF YORKVILLE, Kendall County, Illinois, that a certain Annexation Agreement and 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 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 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 5111 - 15 . 1 - 1 , as amended, 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; 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 and Planned Unit Development execute, on behalf. of the City, an Annexation Agreement concerning the annexation of and Planned Unit Development the real estate des ribed therein, a copy of which Annexation 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 V JOSEPH BESCO VALERIE BURL► PAUL JAMES _ LARRY KOT MARTY MUNNS ROSE SPEARS RICHARD STICKA _ Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this P 4 C 't Day of �� , � , A.D . 2005 . MAYOR Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this L Y day of py� , �l- - , A.D . 2005 . ATTEST : CITY CLERK Prepared by : John Justin Wyeth City Attorney United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 EXHIBIT "A" TO AN ORDINANCE AUTHORIZING THE EXECUTION OF AN ANNEXATION AGREEMENT AND PLANNED DEVELOPMENT AGREEMENT FOR AUTUMN CREEK PARCEL l : 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 SAIL) 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 DEGR14ES 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 : 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 ALONG SAID CENTER LINE, 0.46 FEET TO THE POINT OF BEGINNING, IN BRISTOL TOWNSHIP, KENI3ALL 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 121159 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 MfN[UTES 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 ASS 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 AIV 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 . CHO1 / 12426210. 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 IZ* 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 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". CHOU 12390295 . 13 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. 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) ;Ei 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 CHOI / 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 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 f CH01 / 12390295 . 13 3 I f i 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. 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. 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 i 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 CHO1 / 12390295 . 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 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 CH01 / 12390295 . 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 C'ITY ' 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 . UTILI7PIES EASEMENTS AND PUBLIC IMPROVEMENTS. OWNERS 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 CHOU 12390295. 13 6 US Route 34 and responsibility for off-site street related improvements as outlined in Exhibit "E2 " . 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 CHO1 ! 12390295 . 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 Hamman Sewer Alternative without contribution or payment of a recapture fee for the costs 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 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 ($2 ,000. 00) multiplied by the number of dwelling units contained in the Preliminary PUD Plan. The prepayment shall be paid in increments, with each increment being due and payable within thirty (30) days after each draw request is made under the contract or contracts let by the CITY for the design and construction of the road, with DEVELOPER ' s total payment not to exceed One Million One Hundred Fifty Thousand and no/ 100 Dollars ($ 1 , 1509000. 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 . Posting 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 CHO1 / 12390295 . 13 10 I i 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 chooses to use a Special Service Area as a primary funding mechanism for the installation of 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 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 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 CHOI / 12390295 . 13 11 Detention Area") in one of the phases for the Residential Parcel, to post Security Instruments with the CITY theref)r, 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 CHOU 12390295 . 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 building lots herein approved for the Residential Parcel, alter or eliminate any of the ordinance 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 CHOU 12390295 . 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 implf;mentation 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. 96 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 / 12390295 . 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 CTI'Y ' 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`h) month following the effective date of such amendments, deletion, or addition, whether during the five (5) years next following CHO1 / 12390295. 13 15 l the date of this Agreement, or any time thereafter, except as to those items expressly provided for in Exhibit "17" 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 . CHOU 12390295 . 13 16 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, 100 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 CH01 / 12390295. 13 17 I 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. Be 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. OWNERS ' and DEVELOPER ' s right to prepay will apply to all fees or only certain fees applicable to their respective 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 . CHOI / 12390295. 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. 139 SCHOOL AND PARK DONATIONS. DEVELOPER shall be responsible for making the contributions outlined in Exhibit "H" and Exhibit "l" 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 / 12390295. 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 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 ( 15) production dwelling units for each I CHOI / 12390295. 13 20 I 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' 0f 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 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 j CHO1 / 12390295 . 13 21 I expenses incurred by or brought against all or any of the Indemnities as a direct and proximate result of the constriction 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 approved by the CITY. The foregoing indemnification provision shall, in such case, apply for 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 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-wain. 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 I I CHOI/ 12390295 . 13 22 w 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 fixlfill 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 Emd 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 tie by a bulk surety in the form of a letter of credit or surety bond, shall be CHO1 / 12390295 . 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 on the SUBJECT PROPERTY constitute a basis for the CITY denying the issuance of building 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 CHO1 / 12390295 . 13 24 E index number shall be identified at the time of approval of Final Engineering for each phase of C 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 desilMing 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 ( 1000/6) . 190 LIMITATIONS . In no event, including, without limitation, the exercise of the 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 , ESTA13LISHMENT 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 / 12390295 . 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. 210 BANK: QUALIFIED DEBT. The parties recognize that the CITY is eligible to issue Ten Million Doi'.lars ($ 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 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 '5 . 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%) . 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 CHOI / 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 PROPERTY9 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 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 / 12390295. 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 CTTY 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 CHOI / 12390295 . 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 fagade 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 anti-monotony policy of DEVELOPER for single-family detached homes attached hereto as Exhibit N regarding the exterior elevations of the buildings. DEVELOPER shall include provisions in the covenants to provide that the Homeowners Association shall be responsible for the maintenance of landscaping within the perimeter landscaping easements, signage provided on the Residential Parcel , and other obligations as 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, CH01 / 12390295 . 13 30 r 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 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 CHOU 12390295 . 13 31 f C 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 i 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 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 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 CHO1 / 12390295 . 13 32 of Kennedy Road which is not under the jurisdiction of the Army Corps of Engineers nor under the jurisdiction of the MRCS (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- I . 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 en;;ineering 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 : CH01 / 12390295 . 13 34 1 . The costs of the Commercial Project Improvements (the "Project Improvement Costs") for which O"ER/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 $ 5775000. 00 . 2 . The arnount 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 O"ER/DEVELOPER or its assigns shall bC 15 years after the date of this Annexation Agreement provided that O`JVNEWDEVELOPER or its assigns must start construction (i . e. obtaining development permits and grading the Commercial Site) CHO1 / 12390295 . 13 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 OWNE,IRJDEVELOPER or its assigns one-half of any taxes imposed 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 generated by the operation of any retail stores operating on the Commercial Parcel and are distributed to the CITY by the Illinois 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 CHOI / 12390295 . 13 36 I 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 obtaiining 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 . ADDP;ESSES . 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 . SUBSEQUENT 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 CHO1 / 12390295 . 13 37 i 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 A4 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 Finah 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 CHO1 / 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 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 located within Route .34 for purposes of watering the nursery stock of OWNER, and shall not be charged for water use. 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 Assigns. 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 CH01 / 12390295 . 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. 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 CH01 / 12390295 . 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) 5694222 Fax : (312) 569-3222 (I11) If to CITY . United City of Yorkville Attn : City Clerk 800 Game Farm Road Yorkville, IL 60560 Tele: (630) 5534350 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 . CHO1 / 12390295 . 13 41 E . Severabil�, This Agreement is entered into pursuant to the provisions of Chapter 65 , Sec. 5/ 11 - 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 Aggeement 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, 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 provisions of the City Code and Illinois Compiled Statutes. This Agreement may be amended by 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 PROPERTY not effected by such Agreement. G . Conve rances . 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 CH01 / 12390295 . 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. Re .qg. 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. 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 CHO1 / 12390295 . 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 . Le ag_l _Malleng_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. Major rind 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 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 / 12390295 . 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 / 12390295 . 13 45 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 : RICHARD . THEIDEL Wd made $ TA BANK NATIONAL UNITED CITY OF YORKVILLE, ASSOCIATION, AS SUCCESSOR an Illinois municipal corporation TRUSTEE UNDER TRUST AGREEMENT DATED FEBRUARY 15 , 1977 AND KNOWN AS TRUST . NO , 4198 By. i By: Vii. tv- Title: Mayor Name: h Its �vust Officer Title: ' y Cl DEVELOPER: PULTE HOME CORPORATION By: i J Name : i To,2 Its : Vii !fin G N <-f/4,r, By.)� Name: rev l C . cj�/t I �-2 Its : /� ,�?�✓�/� G- CHO1 / 12390295 . 13 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. LIST OF EXHIBITS EXHIBIT "A" : Legal Descriptions and Plat of Annexation of SUBJECT PROPERTY EXHIBIT "B" : Depiction and Legal Description of Residential Parcel EXHIBIT "B1 " : Depiction and Legal Description of R-2 Residential Parcel EXHIBIT 44B2" : 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 "El " : 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 CHOI / 12390295 . 13 47 EXHIBIT "A" LEGAL DESCRIPTIONS AND PLAT OF ANNEXATION OF SUBJECT PROPERTY CH01 / 12390295 . 13 48 FOR pq .qlp OWKR: OOSER EP1EROPISES NC UPS TO ANC PIN, ax e,-451001 OMGR FEET VICINITY MAP LOAN IF X87°nluululllllr//I/i//lul/u/umvuul°) 0 A ( YORKVILLE , IL ) a.xse Ter fie N 31 DAD 43 AL d1 35 34 Z An V.,L3.a AS 'AN ye P fO.A It/ ' ANIF -__� .y.. �NII AT U.St It OWNER PI.. x-15.351-001 "- i. " o/p SITE I C Up CID OWNER LAOSSATIR fINTURPLOSES 0 Y, Pik, 02 15-451MI 0 / - ?//1 126 -' 4. Co O 'r9 <` O` SCALE r' • .100 FEET • 0.ca N '154.4.4.4.4.4. %/ / : K, 1/1 ® N�D.c N IDLE.' ®L% �Q o4.aavx .MO TO THE OIr w .d".ME WI OP. "°•" sI w I.K ,' 'll! dAf -' p I, 'F E 1 �t ( •�L-`- OKI ON LANE CAL �Oi <y III 'A� � tlELO' Vt O, S AT AT IPCN poi IONO O 4$a , 'ra3 jZ ALL. '•[ 1. 0.x3'5`- ,� V` ",` c G' Up w'mcts`a $ \ M4 Ahy' ,BIRD \Q OGp\ '`b. Yp MCI OF CMI&I 13'24 0 "£` - o• r,5yo . AT N550 `r LJ A, 0. 53',Lcolc. `��.L-? PARCEL 3 D 46 T 'A HEREBY 5 \S9o\ q ° c% � r, ' IO FIND ANNEXEDL.E G. ro EXCEPTION G� `rL,N o L4. TO PAI 3 [�� LP .9a ,'O Z > o. EN l O CNYNT" X. pp r t9a S7 C` OWNER:MPINx YORXV LE SMx 1LLC A"` \ 401 p P. , . 0x.27-x51 OO4 AT v O vt o'' /,pVd is+Fj. � t F`� ESPARTA s . ... ox-axx>o-M1 ^NE ° 1o • G�/`?° dry, R4 r'Ng 5 � �,. cP. F SIT 0 AD 90 � c�`1J~ Ej/ AND •ir.�3,�;: . �A d N4'a c^ ',,* 9 (� i 2528 X ,sr rxux o �4 � � ONJIN�'oIF y�i..5 dyG%d� pJa O Q�� ' ..•CCCC * N� F �+ v rLm UTS A, IT T' 3�1/4.)l O 521 O oR'', i xP //1 11�E 11 °0, �T, ti G. c' d. �y A o\ E� EL PI NL 02 22 300 JI a. Ag° 6 sArt. N �rA. �h1 S 50:0 a„' PP T d r a 1 KA R K A Ii IT G Y // A.cn C\ 1Ea A // AS,GENERAL NOTES: / " ..1I 441 °J AN // •` O G:.' 1 oiaOD,:UEPARTS T,nwLOInN IN au AND � bGjGO\ x WIRE. DEED DESCRIPTION AND SITE a0 aA sw', "wE:oa .": oi3 R GIVEN IEi THIS 0 .xE SNfN '' G L 5 ��FRAIL y1 %P x /A] ONCE O DISCUSSED SHALL 6L DERIVED .x2 / / a`� Dx 55 PPP Per 1DA F ILv ��O p ' % \ F92 5 rD o 114. TsOj Ni 0 D[E +"5rR` a",°'�'M� PLAN REFERENCE: 4.11 O ,r. fRIF Solt R do RO O Pr pld' OF s,NW. RS DATED RV Y 29 P. xroR,.,ILL AID (SLASH .PI Cnv.a R 4:. v �v 10 c� 51r*ta rEf o � P' ��5 G:% C �v 3,E THE [mI DATE or w 29 P86 [. AL AT \ H AI OF SURVEY PREPARED x. WkMuL SAID THORNY, na - E drE ea d�a�G tlLsFrlR°,N GO / . . '� THE EC DATE or x vETMx x, 1Naz OWNER DERIVED .I. AND CMM s. LNMM ,,.,�,y x ` Ix.. 07-n,.IOO.Ow L E g nE 86`Y 1�6DO dd f,� TH 6 �/ •/ ��, PARCEL AREAS t p/,L A11Np�A 0 M1,,e 'S /% P ecEL d � D t VII o.D vRESVlrnve e4, I 1, AT, SD. n A[RL ,1 �'D$A1. GROSS ARE RED LAILOO. R, $0, 1669312 ACR 251_ / C 6`L�` Pry ARCL1 AREA 11 P n XIERCE, ' O ,BJ'x 'O // /O1AO ARC P [SCP .°. $60. ESa S0. 4.1, 11. 6E ALPL . / M1 �'AIS'`. OWNER ISTIEN AXORO DROSS AREA 3_. 106, 377. 631 S ACRI 51 -, 2x-430.00 [" / j,HEAT / 6 FISCAL CI ERGS) AREA [ 481. 035. 361 SO 34. 002 INSIST OPTS Etlf WQ ST LP01A AREA 3a.e92 56 n II ACRES A PARCEL 5. AREA 117111 AS D .LOSS AREA . . DIG Piu' xO1 caTrnerrNr 12305 (111 I1,5213o-1 ,W..O S. C c4 7 , RUT MI OF ¢na ¢, T¢ 31 vTK u 2 Cal w M ' 14N k Orxor.¢I® a lM ' mAdMV AATTR RUT POT w TWA 3MIx 1 f OFF Ke< a .a w4. �1 w ,K ulxL¢lwl Twos MT1 u¢ a ¢ M n NT' OF TO ». 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E .a3 %.vT3 ' tw I (AT wbs& TWA K tO w MWIEW 1N.EI __ I° IK .a IK MIT L MUV:,uc 0"0" FIRM LICENSE imRETAIL HAS AT n"'L,n1vo'.v:'n"K°wnv°w«.vswP„n Ow, ... Kw IF •M1.. NrA. ax.v.n,. ' Cl1ENi1 ARM auSd .0 p,run AMTS O . r Thowoe S w." 14a PULTE HOME CORPORATION DRUGS. nnc pRO3ECT No. }� >;Y " 3MI,N RPx3. 5°"• E5D ILLINOIS DIVISION sac / �EE,,:9;, i1i=R6;DD1B 2250 POINT BOULEYARO, oALN PLAT OF ANNElUT10N Sass . . 1318-epx SUITE 401 I. s/T/DS flEV15E0 PER VILLAGE COMAENTS IA cKo. DMs a SKEET 1 a I OFF ct . ELGIN, IL 60123 no. D3rE Nn013E OF REVISIONIST CHO. SCALES r A l0O FEET T4[IOCL m0rERTT DRAWING 4.w, VILE NAME pRL US/05/3005 raavuEEPPOi�wls 3855 POA,PLN EXHIBIT "B" DEPICTION AND LEGAL DESCRIPTION OF RESIDENTIAL PARCEL CH01 / 12390295 . 13 49 N87032 '28 'E 1298. 70 ' EXHIBIT B Z Ll• F ®600 E` SCALE; T • ]OD FEET ve. 0 `EA Av 4 �t18� 9-00" iA..� �4 III 3 7, 94 cl .v ¢, IN a G 1014 N1\0 A' ENT �9 51 2 ,rL i5? 5069 �62� „ 'S �� 9 Up Ilk , LION 9 a i N OF1� W A CA Pul ��0 � P � l° � \p a \'• 5p `.° sue. hg \ 56 ` \ EXCEPTION 6.MC 5ar(,5 AO . 56 i\ 65. 00' 6 42 E $ w �90 2�A O� 1 S27° 32'46' E cP, a ( III III 2J8.32' °p X55• ' I . I .>` ° 9 � I III i .. � L%• N aP��NeE�6 A Af b °I d F4 s3u IF Cr r 3 +Slr��°'"ED i r J, F �V °e.°a�HFWO o-•G d,64D`4' e+ d R PEBa�o a ', 1� '1041PR° � p e�1 V L E G A L DESCRI Pt ION -HAT PART OF THE NORTH HALF OF SECTION IS, AN PAIIT OF SECTION 22. TOWNSHIP NORTH. RANGE T, EAST OF THE THIRD PRINCIPAL MEROIN. DESCRIBED AS FOLLOWS, BEOININ AT NINE SOUTHEAST CORNER OF LOT 21, IN BRISTOL LANE SUBOIVISIOR. A000RO- INC TO THE FLAT THEREOF RECORDED AS DOCUMENT 137p3 IN PLAT BOOK ID, AT PAGE 59. ON MAY 10. )%2H THENCE WORTH 33 DEGREES 50 MIND TES N SECONDS WEST 1955.00 FEET AS MEASURED ALONG THE EAST LINE OF SAID SUBIIIVI510H4 THENCE MONTH 34 DEGREES MINUTES 37 SECONDS WEST 695.36 FEEli THENCE MR H 82 DEGREES 32 MINUTES 28 SECONDS EAST 6296.70 FEET: THENCE SWIM 36 DEGREEII SO MINUTES 56 SECONDS EAST 2185.63 FEET TO THE CENTERLINE X REMEDY READY THI.ME SWYH 39 DEGREES 54 MIN- UTES 21 SECONDS EAST 3,742.90 FEET TO THE MRIKRLY RIGHT OF WAY LINE OF U.S. ROUTE 34 PER GRANT DATED APRIL 13. 1923 AND RECORDED APRIL 18. 1923 IN BOOK 76. PACE 02, AM B' µANT DATED APRIL 7, 1923 NO RECORDED IPRIL IS. 1923 IN DEED RECORDED IN BOOK 6. PALE 30; THENCE SOUTH 55 DEGREES 12 MIN3IES 58 SECONDS WEST 2.335.09 FEET AS MEASURED ALONG SAID RIGHT W AY LIMN TRANCE NOWH JB DEGREES AS MINUTES 48 SECONDS WEST 2,024.60 REIN 1HENEE SWTH 46 OEGRES 56 MINUTES 50 SECONDS WEST 025.40 FEET; THENCE NORTH 41 DEGREES 17 MINUTES 10 711 WEST 1.803.65 70 THE CEN- YERLINE OF SAID KENNEDY ROAD; THENCE NORTH 55 DEGREES 10 MINUTES 31 SECONDS EAST 99,62 FEET AS MEASURED ALONG SAID CENTERLINEH THEIDE NORTH 55 CECAEES I3 MINUTES Z4 SECONDS LAST 627.73 FEEL AS MEASURED ALONG SAID CENTERLINE; THENCE SOUTH 41 OF DREES 26 MINUTES 57 SECONDS EAST 1.639.09 FEETH THENCE NORTH 49 DEGREES 34 MINUTES 41 SECONDS ET 1.329.42 FFFI'SNENCE ONORTH155 DEGREEEES NRTH 33 00 MINUTESE21 SECONDS EAST 24692 FEET; THENCE NORTH N DEGREES 59 MINUTES 39 SECONDS WEST 267.11 FEET 10 THE CENTERLINE OF SAID KENNEDY ROAOH INEACE SOUTH 55 DEGREES 00 MINUTES '1 SECONDS WEST 29124 FEEL AS MEASURED DCHL SAID CENTERLINE; THENCE NORTH 33 OUNCES 50 MINUTES 14 SECONDS WEST 33.00 FEET TO THE POINT O BEGINNING, DL IN FENOALL COUNTY, ILL;MIS. EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PAME., THAT PART OF THIRD PRINCIPAL HLER01 N. DESCRIBED SECTION S FO2LOW5 CWWA EMIMOAT THE"SOUTHEAST CORNER OF LOT IT. IN BRISTOL LAKE SUBDIVISION. ACCORDING 10 THE PLR THEREOF RECORDED AS DOCUMENT 13I➢3 IN PLAT BOOK MAT PAGE WON MAY 10. 1%21 THEME SWIM JJ DEGREES ' 50 MINUTES N SECONDS EAST 33.W FEET TO THE UNIT ALINE OF KENNEDY ROADU THENCE NORTH 55 DECREES OD MINUTES 21 SECONDS EAST 299.54 FEEL AS MEASWEO ALONG SAID CENTERLINE: THENCE SWIM 34 DEGREES 59 MINUTES 39 LECCNDS EAST 287.11 FEET'; THENCE SOUTH 55 DEGREES 00 MINUTES 21 SECONDS WEST !A)Ggi FEETH THENCE SOUTH 33 DECREES 31 MINUTES 35 SECONDS EASY 1.329.42 FEEL THENCE SWIM O DEGREES 27 MINUTES 46 SECONDS EAST 1.247.97 SECONDS EAST FEET 65.WTOECIL THENCE SOUTH 2ID ODEGREESC3 ! MINUTES449E SECONDS EAT MINUTES .32 FEE4 THENCE SOUTH 34 DEGREES 45 MINUTES 47 SIC00i EAST 588.75 FEET 10 THE NORIH- CRLY RIGHT OF WAY LINE OT U.S. ROUTE 34 PER GRANT [ATM APRIL 13. 1923 AND RECORDED APRIL 18. 1923 IN BOW 76. PAOE 92. AND BY GRANT DATED APRIL 7. 1923 AN RECORDED APRIL 16. 1921 IN XED RECORDED IN BOOK 76. PAO JO THEM' SWIM 55 DECREE:: 12 MINUTES 50 SECONDS WEST 991.93 FEET AS MEASURED ALWL SAID R OBY OF WAY LINO; THENCE MONTH 38 DEGREES 09 MINUTES 40 SECONDS WEST 89145 FEEp THENCE NORTH 55 DEGREES IS MINUTES 34 SECONDS EAST 1.080.56 FEET TO THE POINT O BELINNING. DL IN KENDALL COUNTY, ILLINOIS. CONTAINING 11.543.229.97! 50. F1. (26N ACRES) ICI j� TII �EDO R OIE.4i� 'II L\1�`J1/\}IILd, �. PULTE NOME CORPORATION D6GN. TTLE. PROJECT Po $014• •5O ILLINOIS DIVISION . IL. wDlfi 1. vvos NEN LEGAL D[uRIPnOVZ BAS[D ox ONW. "'� EXHIBIT B ss TEL, MOU199no 2250 POINT BOULEVARD, c1M0. +61 REVISED BWIDNr S[0.4 ONUS 300 FEET T 0i DE ELGIN, IL 601 23 M. DATE NATURE OF REVISION EHRO."LE " ME YORRKVIL . ILLIN I RAN DATE; OS/IOR0p5 )LIE. ILLINOIS EXHIBIT "B4 " DEPICTION AND LEGAL DESCRIPTION OF R-2 RESIDENTIAL PARCEL CHOI / 12390295 . 13 50 Pot N870 32 '28"E 2 298. 70 EXHIBIT 131 LINE TABLE NUIBER BEMWG LENGTH I S39`54- I6"E 40. 63' 2 S50.05' 46"W 150. 00' 3 539.54' 14"E 507. 00' ZiT 4 S50-05- 461111 20. OD' �AO SGAS CURVE TABLE 5 $48. 19' 30"W BB. 83' kj i NUMBER RADIUS CHORD BEMWG CIWRD LENGTH (TN 6 54 J' IB' 4J"W 90. 66' [I 1. 217. DD' 515•]4' 54"W 96. 91 ' 96. 94' � i S]B• 10' S1•'N 90. 66' [2 515. 00' S62`O3' 28"E 472. 08' 1 490. 40' 8 533.03. 11"W 90. 66' S C] 5]5. 00' 58142' 56"E 141. 9ST 142. JJ' 9 S21.55' 25'91 90. 66' S, U 25. 00' !it9.59' 31 "E ]5. ]6' J9. 2i' 10 522.41' 39"W 90. 66' 11 554.09' 09"W 57. 14' 12 N72`08' 11"W 149. 94' Cp 13 S111 .4T' 29"E 128. OT' 14 SIS•24' 07"W 42. 05' sue, 15 SDB•09. 02 1-W 86. u' 16 S05.39- 49"W 15. 81' v6 p� 11 505.47' 15"W 313. 99' A, IB SB9.20' IJ"E 13. 86' a 00 19 534.46. 42"E 155. 96' id�r' J VO 20 11411.56' 58"E 196. 08' Eot . 21 5119.20' IJ"E 127. 92' AA ''® �yl- 22 N06.38' 29"1 494. 16' '. O 0 300 600 pU -� O- 23 1 541`26' 57^E 148. 05' , / 24 X49.34' 41"E 121. OB' SCALE; III! ! ._,. -F �44 fS J 25 N55.00' 21"E 306. 92' d'A:OH VAOM �,1 26 1434.59' ]9"W 247. 05' 4J EBE a trLdds Ytdl' V ,6t 27 N55.00- 29"E 211. 88' 15.11 3 - 9 W La�IT yfl, M1C4. tM1 29 555'00' 29°W 150. 00' 89s - aag300'5.d� 2° 7'a, 30 S34 -59' 31"E 70. 00' ' 31 531.56' 26"E ST. SO- IS i 30 32 S49.43' 19"E 95. 60' 3$ 33 S62.09' 50"E 95. 60' 34 ST4 '36121"E 95. 60' n / J 3411 1 Q 6 '� G ' 35 507•08' 53"E 95. 60' ixm'm 1P. 36 N04-28' 59"E T2. 11' p 4p AT 1 37 1109.01 51"E 65. 28' $O 4 45 7 38 S64-22' 09"E 65. 28' Up 39 S77.46 O11"E 65. 28' 0�,l ,..IJ II j jj `�•9I 40 Sn . 34. 00"E 65. 28' : II v u 564•N' O11"E 65. 28- 55 Ao 59 Q° 5 42 S57'24 16"E 16. 42' it 5 6 �1• J ��$� , so IIII a 54940' 34•E 76. 42' it 44 S41 .56 52"E 76. 42' > 45 1151 .54 59"1 150. 36. SIP 15�� 111 e CP HI P Q•O 1 I O AS 72 vrw n' h IFFY 2 3 T' aaSOL„Ir v° 4 u T JO Poi 1 =, � ) T 5 ! 11 ill ALI 0,N fjFCXPjXONKI FM�'B $° h0 III j 5.34 . 46'42"E y' /jarl,5' IIII 65.00' 0 / i it LEGAL DESCRIPTION 2 527° 37'46"E THAT PART G FEW KEITH HALF V SECTION MAW PART 0- SECTION 22. IOWN%Ip v1 i . I t 238.32' 37 NORTN.RAIN T.EAST M TK THIRD MIKIPK WERIDIW DESCRIBED AS FOLLOWS N tb ,55 BEGINNING Al THE SOUTHEAST CCBKR OF LOT 2T. IN BRISIEL LANE SMIVISIW. ACCORD p W 'S� ' 3mpSLI l0 THE PLAT KKOF KCtl D K OOCIRE 1 13TT33 PLAY BOOR TO.AT AGE SEE. W MAY 10. 1%21 OMAN N%1M 33 MMES 58 MINUTES 14 SECONDS WEST 195500 �' 1 1 $;H FEET AS MEASURED ALONG THE EAST LIRE IF SAID SMI IS[W TWKE MAIN N DEGREES >T [� 11 MINUTES 31 MCMS WEST III FEE11 THENCE KEITH B DEGREES 32 MINUTES 28 SECPI05 EAST 129110 FEEIl1HEKE SOUTH 36 DEGREES 50 MINUTES 56 SECOMDS EAST F1 �L �A 2'115.63 FEET TO THE CIENTE%IK 6 RENEOY WWI THEM SWIM J^ OEGMfS 54 MEN �L S �L)`,ei- y J �3RC� 0 L t ES 21 SECONDS EAST 3 T42.H FEET TO TK KRTHEKV Rlpi Fi p LOW CF U S PVT. IPt RATE 34 PER GWl DATED APRIL MEWS AND RECORDED APRIL 1E 1923 IN OEM 76. PAGE III i � {L 11 P (1(„{➢ e2. ANI B' MINT DATED APRIL T 1123 " RECORDED APRIL I° 1923 IN DEED KCC41DE0 p ff" IN EEB AS WASOIED 301 ThENCE ALONG SAID SOUTH IGHT OF DEGREES LII[1TTTHAT MONTH 30 DEGREES 09 MINUTES � B SECONDS REST MINUET) FEELI THEME SWIM 46 DECREES % MINUTES 58 SEAMS K51 �r�5y� �3 Py 925.40 PEEL THEME MDMN AT DECREES It MINUTES 10 SECO9 *ST 1.803.65 TO 1W OEM- p 1 1 F"IF' o0 T6' SAID CAS KENNEDY IPRSECFf�LLE .iuE °HMS 4W�f. TWKE ItlRAI 9F WP61ICf S5W1�1i1 TOf5 O : I 165(f�t°0 ev oli ;OUP SECONDS EAST 127.0 FEET 1MEKE NORTH 33 DEGKCS 31 MINUTES 35 SFC01O5 REST t y IS3't L Id24Q FEED THENCE MONTH I5 DEGREES 0 MOVIES 21 91 ONOS EAST SENATE PEEP THENCE � V 6p P 1H O•M1 NORTH 34 DEGREES 59 MINUTES 39 SECONDS KST LOME FEET TO THE CENTERLINE 01 SAID 1 ' I t N IS RExKOY ROW: THEME SOUTH SS DEGES 0 MINUTES 21 SECONDS KSY 299.24 FEET AS I:caH+P'" BM MEASURED ALONE SAID CENTEKIWI TKWE PORTH 33 CECRUS 59 MIMES 14 SECONDS �, 41 A15 NEST ISM FEET 10 THE MINT M BEGIWIK. k :LL 1. IN UND COUNTY. ILLIKIS. t F 3 EXCEPTING 1KKFRW THE 2 FOLLOWING DESCRIBED PARCEL!: / .IDOL_ O E (EXCEPTION II W 1fPJ M THAT PART U THE SWIM HALF Of SECTION 22. TORNSMIP 3 NORTH, RAGE 2. EAST OF THE j THIN PRIKIPAL WRIDIW Y.DESCRIBED AS FOLLOWS,C K K AT THE SWTKAST COMER K LOT 27. IN BRISTOL LUC SUBDIVISION. ACCOpIK TO MI PL2A,T THEREOF RECORDED AS Go DOCUMENT 113SECONDSAE.ASTT 333!08 FEEL °t°'HE FAX WAY F.ENTERLIiF Cf 4W DSOUTH ROME T°WNCE MONTH 55 DEGREES 00 MINUTES 21 51[00 EAST 299.54 FEE T AS WASWFD ALONG. SAID CENTER.IKI THCMCE SWIM 34 DEGREES 59 MINUTES 39 ECOWS EAST 2°131 FEE I THEME SWTM 55 ROTES 0 MINUTES 21 SECONDS WEST 3011 FE 4 TEMPLE SOUTH 33 DEGREES 37 YIWTES 35 SECONDS EAST 1.321.42 EEII THENCE SOUTH O EWIF25 27 MINUTES 46 SECONDS EAST 1347.97 FEET TO 1111E MINT OF &OINNKI TKNCC SORM 34 DEGREES 6 MINUTES R SECONDS EAST WERE FEIN THEME SWIM 27 DEGREES 32 MINUTES 40 SECONDS EAST 238.32 'MORTH ERT' RIGRI=OF WWAY 34 INE OF US.PH �EE 34 KP GRANTMOp DATE) 659.35 OIL 13.FIS23 TO W RECORDED IS..SIS23 1923 IN 4CMEG IN MADE IS. BY AM SO:DIVOT TWKE MARK 55 023 GREES RECORDED INUTESS 68 SECONDS WEST 991.93 FEET AS KASIIREO KONG SAID RIGHT OF WAY LIKE TWKE MOTH 38 DEGREES 09 MINUTES AM SECOWS WEST y1.55 P=ET1 THEME NORTH SS DEGREES I I MINUTES 34 SECONDS EAST .OBO.% FEEI TO E POINT OF KGINIIFIL KI IN KND4LL CWHO V. ILLIWIS. ALSO EXCEPTING. TCT MA PART M 1W SWIM HALF OF SECTION 22. 70 MIP 37 NWTµRWK ;EAST W 1K OF LOT 217..=14 BRISTOL ILA6[ENUSCWIBEDIG. ACCMIK°TO TEXT PLAT THEREOF SOUTHEAST DD AS _ DOCUMENT 0 IUES 14 SECONDSAEA5SY MPLAY EET TO IENCENTLERLGf 01 �KENNEDY ROAg3TWKEE[S NORTH 55 DEGREES W MINUTES 21 SECONDS EAST 621564 FEEIRKNCE SAIH 39 DEGEfS 54 MINUTES 21 SECONDS EAST IAD1.11 FEL THEME SOUTH W DEGREES AS MINUTES 39 SECONDS WEST PISANI FEELPEMEWTCK W TO THE LAST DE WRIBED COHSE 10 IRE POINT 01 BEOIVINDI TWICE SOUTH 39 K0 $ 54 MINUTES 1 SECONDS CAST 40.63 FEEL THENCE MINUTES°14°FS�M°DS E61TAT507.06 FUToTOWNCE SWIM SOFD 4xt E5 0 SOUTH MWtS 54 SMITH 2i3 DEGREES MINUTES 43 SOUTH 3 SECONDSSWESTIIW66SFEE I7HI KE SOUTH DEGREES 101KE MINUTES 9 SECONDS WEST 90.66 EEII TWICE SOUTH 33 Of 2KE5 03 MINUTES 11 SECONDS NEST I6 EMERGE H1E S MINUTES S WELLS REBWf SWIM 20EGRECS 4I S39SONDS1111 91166 FEE 1KKE SOUTH 17 DEGREES MINUTES SECONDS ° _ EF$° SOUTH ESTU 1° SECONDS W EST 57.1 #U$ IWKE NORTH 72DG 08 MINUTES TT '10CE D WEST 149. ET TO A Of FEET AND NDD CURVE. SAID THAT BEARS SOU7K1 DEGEESI]4 MINUTES 5A SECONDS WE 1 DISTANCE OF 96.91 F[ET iKMCE SGTTMSTEKY. KG6 1W AK 0 SL10 CURVE. 96.94 FEET, MENU SOUTH °I DEGREES O MINUTES 29 SECONDS EAST 311O1 FEE I THEKE SWIM 15 DEGREES 24 MINUTES 07 SECONDS WEST 42.0 FEEL IWNE SOUTH 00 0:KE5 0 MINUTES 02 SECONDS CST 86.11 FEEL TWKE SOUTH 05 DEGREES 39 MINUTES 49 !(CODS WEST 75.81 FEETt THENCE SOUTH 0 DEGIfES 47 MINUTES 15 SECONDS WEST 31399 FEETI FAME SWIM 99 DEGREES 20 MINUTES 13 %COMBS LAST 1186 FEET 10 A POINT G CURVE SAID CUBA BEING COKWE SWIMWESTERIFRILVINL A WHEATS OF S6W FEET AMET A GIRD THAI HEARS SWIM 62 EGES 03 MINUTES M ECOOS EAST A 015.110 M 472.011 FEET, I COKE SWMEASTEAL Y. KORG THE [ G SAID CWVE 4110.40 FEET; TIKE SOUTH 34 DEGES 46 MINUTES 42 SECONDS EAST 1115.96 FEET, THENCE SWIM 55 DUKE$ 13 MINUTES 34 SECONS EST 1.0056 FEEL THEME NORTH ME DECREES 0 MINUTES 48 %CMS EST 1.133.0 HERE TWKE MOTH 40 DECREES S6 MINUTES E ECWDS EAST 1%.CN FEET 10 A POINT ST CG"E. SAIO CURVE BETK CONCAVE NORTHERLY, NAVINL A RADIUS K MOO FEET AM A CI Y BEAM SWEET 81 DEGREES 42 MINUTES 56 SECONDS f6i A DISTANCE °[ $41.91 FEET 7KW E EASTERLY. KWC THE WC O TAKE NORTH C63IXGFES SE MINUTES M SECONDS EAST 454.16 FEET$T•THE0NCE SOUTHEi 1DEGREES 26 UNUTES 51 ECOgS EAST 10.05 1EE11 TWKE MONTH 45 DEGREES 34 MINUTES 41 SECONDS EAST WACE 121.00"IN 551 DEGREES C DEGREES GO MINUTES SECONDS EAST JO U92 FEE To INENCE MGIM 34 DE- SECEMDS9EASIl211 39 FEIOI O A WEST INT O CURVEFpS D CURVES 6EIK DEGREES K E 5WHAL'RLYLM�- GDS EASTT.IA DISTANCE OFEET 35..366S FELT,Df°KKE EASILKSYLKIMIGT THE 59 MINUTES 31 CURVE. 39.2SAL FEE% TWKE SWM 34 DEGREES 59 MINUTES 33 SEAMS EA!1 SAO FILED THENCE SWIM 55 0' GKfS 0 YTNUIES 29 SECWO EST MMOM FEET$ TKKE SDUIM N MS 59 MINUTES 31 SECONDS EAST DOUR FEES I THEME SOUTH 37 DEGREES 56 ME ALLIES 26 SECONDS EAST 11730 FEET, r�AWE SOUTH 49 OEGRUES 43 5 N ECOOS CAST 9 DURRS SO SECONDS E 11 RGWES X MINUTES$ 21 SECONDS 09 MINUTES FEET I THENCE SOUTH IT DEGREES 02 MINUTES 51 SECONDS EAST 95.60 MIT THENCE NORTH 84 DEGREES 26 MINUTES 59 SEAMS EAST 72.11 FEEL 1HEWE NORM 99 OUNCES DT MIN- ' UTES 51 SECONDS EAST MEET FEIN THEME SWIM 84 EGFE5 22 MImRES 0 SECONDS EA57 6528 EEL THENCE SOUTH li OUNCES 46 MINUTES G SECONDS EAST QUI FEEII DOME SOUTH 71 CEGREES TO MINUTES 0 SECONDS EASY 6538 PEETs THEW: SOUTH 64 DEGREES 34 MINUTES 0 SECONDS EAST 65.211 FEETI TWKE SOUTH 51 DEGREES 24 MOUTES 16 SECONDS EASY NGA2 LEI, THENCE SOUTH 49 DEGREES 40 MINUTES 34 SECONDS EAST 76.42 FEET, TW NE SWIM 41 DEGREES 56 YINU ES 52 SECONDS EAST 76.42 FEETI THENCE NORTH 51 ENGINES °4 MINUTES 59 SECONDS EAST 150.56 FEET TO THE MINT Cf BECOMING, ALL IN KEW LL COUNTY TLLINDTS. CMIAIxIMG 9.100.653.531 SO. II.IM1.91 ACRFSI CLIENT$ DSGN. TITLE PROJE[1 055 via Thomwe Smcyf�g Ltd. PULTE ROME CORPORATION ' '(�-�1)iSd °n5 W MOIL. RPW. sw. esD ILLINOIS DIVISION 0W"' A.N EXHIBIT 01 IL. mole T[iE194U518 2250 POINT BOULEVARD, CHKO. VMS OF sKEr I aF 1 •4•TWIN 31 9 SUITE 401 ELGIN, IL 60123 . ND. DATE NATURE OF REVISION FIRED. SCALE' I" ° 30o FEET TWWn PROPERTY ORAWINO 110. 0 THOMSON HE FILE NRYE w:wssrsvaxm.YRxlenMUSS 81 FIN GATE$ 05/10/2005 Y0[vlllE. IlllVli 385SEX-B1.PLN EXHIBIT "B-2" DEPICTION AND LEGAL DESCRIPTION OF R-3 RESIDENTIAL PARCEL CHOI / 1239095 . 13 51 M7. 37'2A'I 1.29670!__ EXHIBIT 132 LINE TABLE NUMBER BEARING LENGTH 1 539.54' 14"E 40. 63' 2 550.05' 46"F 150. 00' 3 539454' W E 501. 00' 4 S50.05' 46"F 20, 00' F CURVE TABLE 5 548.19' 30"W as. 113' NUMBER RADIUS CHORD BEMWG CNDRO LENGTH 6 543. 18' 43"F 90. 66' 1 1T. 00' 515•]4' 51"W 96. 91 ' 96. 94' T 518.10' 57"F 90. 66' C2 515. 00' 562'03' 28"E 472. 05' 490. 40' B S]P03' 11 IS 90. 66 s6 C3 515. 00' SSI -42' S6"E 1-11. 81' 142. 33' 9 527.55' 25"F 90. 66' - C4 25. 00' 519.59' 11 "E 35. 36' ]9. 2T' 10 S22.4T' 39"1 90. 66' \\ t P111A 554-09- 09' 51. N' <yl X12.511' 11"F 149.SBI .4T' 29' E 118. Oi'SI 5.21. 01"F 42. 05' P21 SOa•09' 02"12 86. 11' •' 505.39' 49"W 75. 81' 505-47' 15"F �+ S99.20' 131E I1. 116' 514 Y6. 42"E IBS. 96' B:&: '/ s� �" X48.56' 58"E 196. 08' 5!9.20' 13"E 127, 97' a N06-30- 29"E 494. 16' 0 300 23 S41 .26. 57 'E 148. 05' 24 N4V 34' 41 "E 121. OB' SCALE: I" • 300 FEEL „I 25 X55.00' 21"E 306. 92' gq 'r C6 26 N]4.59. 39"F 247. 05' :y°�� .--, 6� 10 u` 27 N55.00- 29"E 211. BB' bs ,DY 3 d �U tE 20 534.59' 31"E 5. 00' jib 4P1 28 29 555.00. 29"F 150. 00' D. /,+ sj2dS Y5i 4 lg 30 534.59' 31"E 70. 00' 31 531.56' 26"E 87. BO' �•\/ ;4 >a 32 549.43. 19- 95. 60' 31 33 S62.09' 50 11E 95. 60' //' ] 34 S14.36' 21"E 95. 60' 26 ]] 00 10 , wHw� 35 SBi•02' 5T'E 95. 60' 5 ]4 35 D 9 42 /1 e+ • ]6 H84.2B'.59"E it. Il' w TJ' 37 ENDS-01. 51"E 65. 28' . S .0 �. 9 tl l8 581.22' 09 E 65. 28' 1°6ti j s �,9 2 �.o l9 SilV6' OB"E 65. 28' 40 571 . 10' 00"E 65. 28' ��t• 41 564.31. 08"E 65. 28' 3 42 1 S51.24' I6"E (6. 42' d a$ 41 549.10' 34"E 76. 42' G �� 44 541 .56' S2"E 76, 42' . rySgyiMS '°e '.0 4 IS N51 .Sit. 59"E 150. 36' s e 7 e e PO p q P c04 " 1 Cl SO'5a'43-W J22' ° �, ] n It 16 : Y H t- I �4ITIO D I M° bt / e0 22 20 C] 21 a C2 Z gym. N ov N / gym. 4 AWSy f 56 T�0 'w 5° L D9 � h SO c 10 vit 19 9 S do I 69� JAY 51811j1[ GOO I OF 0 16 ED .Q 3+A °ffFS Y oL 5 Y Pud[¢.i1AS OA �Ip16 LEGAL DESCRIPTION Ix I PART OF IK SOUTH HALF OF SEC I ION 22. TOWNSHIP :l MOi RAN6F 1 CAST OF IEEE THERE PRIKIPAL KWDIJUALMURIHD AS FOLLOWSCCYLMIW AI 1K SOUTHEAST COINER V LOT 27, IN MI510. TARE SIBDIVISION, ACCORDING TO THE PLAT 11C%R MCMOEO AS DOCUMENT I3TY33 IN RAT BOOK 10. AT PACE NEON WT 10. 19624 THEME $WIN 33 OEGNES St MINUTES 14 YCO S EASY 13.00 FEET 10 111 CENIERLiK OF R(K[OY ROAD TKKE KRIH 55 DEGREES 00 MINUTES 215ECOWS FAST 1113.64 FEII THEME SOUTH 59 CEBKES 54 MINUTES 21 SECONDS EAST 1.001.11 FEETj THEME SOUTH ;q IXG[ES OS MHEJTES 19 KCWOS WEST 216.04 IC[I,KMFNOICYLAR 10 THE LAST D:SQIa[0 CWRS[, 10 1K POINT Of KGtN IKI IHEKE SOUND 39 ME S 54 MINUTES 14 SECONDS [AST Po.6] 0 Its THEME SWIM 50 DUNES 05 YINUIES 46 SECMDS WEST IMMOND Fi[TI THEME WIN J9 CEgEM 54 IWTES O XCM LAST 501.00 FEFII TKMf MUCH No 1pAWSS M MINUTES 46 GAMES 5 M51 MOD FEET; INTAKE SOUTH 40 MMES 19 YIWTES SO XCONOS KSY 81.83 FEETI IKKf SW1x 43 DEGREES 16 MINUTES 43 SECONDS REST I FEE q TKKE WIN SO OECR[ES 10 MINUTES 57 XCOMOS MST 90.16 FI(111HEME SWTN 33 DECREES W MINUTES II S TES 1 CST W.61 FEE4 TKNEE SOUTH 21 MGMES 55 MINUTES 2. SECONDS M5, 90.M PCON IHEH[[ SOUTH 22 MMES 47 MIWI(5 39 SECONDS MST M66 FE II THEME MUTH IT DEG[ETC SR INUIES 43 XCOWS WEST ISM FEET& IMM E SOUTH 54 0WES 09 MINUTES 09 SECONDS WEST 57.14 GFFEEETI THEME WORTH I2 MGEES 08 MINUTES 11 ACODS MST 149.94 fEEI NG Of FEET AM 1 C CAW) 7 tO PLTEARSS SOUTH 15 CONCAVE 345 MIMIIES S HSECONDS MSIF A DISIAKE OW 96.91 FEEIITKKE SWTMFSTEIRT. ALONG THE WC M !AID CORK.%.94 FQII THEME YWIH 81 MAGPIES 41 11 29 K S EAST 110.01 JET II THEME WIN 15 OUNCES 24 IWTES GI MC"$ MAY 42A5 FEETI THEME SOUTH 01 0 MUS 09 MINUTES 02 SECONDS WEST M.11 FfEII THEM[ SOUTH O5 DECADES 39 MINUTES 49 SECp S REST 1541 FEETI THENCE SW1x W DEGREES 41 MINUTES 15 XCOD° WEST 311.911 FE:Tj 7WWE WIN 49 MMES 20 MINUTES 13 SECCMS CAST RU.M FEET TO MINI BE CURVE. SAID CLARK BEING CONCAVE SOu7HnSTEMT.HAVIM RADIUS OF SIS.W FEET Yq A Oq0 THAT MARS MAIN 62 DEMES 3 MINUTES 21 AC[p EAST A DISTANCE M 472.01 FEETI IKWE SWTKASTGLT. YGD IK MC 01 SAID CURVE. 4%.40 FEElt TK t WIN 34 UWE! 46 IWl[5 42 6 C N EAST 10�5.7H FEET, IHEKE WIN 55 DEGREES 3 MINUTES 34 SECI4A5 WEST FOE]II HENCE 30 DE 2C % MINUTES 40 SECI9O5 WEST I.D5A91EEII TKIQ NpRN 48 [E GAM M MINUTES 51 SECOND$ EASY MOW FEET 10 A HOW OF WE A. SAID CORM MIK COKAYE XgIIKRL T. HAVING A RADIUS M 535.00 FEET MD A CHOOSE THAT MARS SWTN 11 MOVIES 42 OFT SAID COCA. SEDIMENTS 333 EEGEMTs T EM( SOUTH 19 DEGREESE20 TMIINIIES 1J ACCTONOS EAST 127.97 F EII 26EUI1E417TE�5157 5(DEODSE[ASI IiI1W. vE C[El1 lEKK$NGtN �pDEGRFFS 34 YII4UTEW5 T415[COMSDEGREES EAST I27AGR1 FfEII PIMP NORTH 33 OEUE[S Ir MINUTES ]i 3FCOD5 Wf1I L]29.42 FEET, TKKE I T 55 M9 %C YPWTf1 ] CWDS EAST 346.9„FEET, TTWEINCE MONTH 34 M. URLS 5z FEET 70 PAST TCAT FEET, .,E E6NUTY5 (I A POINT CURVE ID WR IE MIND CONCAVE SOVYWAL MINUTES v- INC A RADNS Of MW IEEE p0 A ODMD MYK MITI 79 MMES 59 MINUTES 51 SEC CMS EAST. A DISTANCE OF 35.36 PEEII IKNCE EASTERLY. ALONG THE ME M SAID Cui 39.27 FIT] THENCE SOUTH 54 DEGREES 59 YIWTES 3E SECONDS EASE 5.00 FELL THEME WIN 55 OE- WES 00 MINUTES 29 SECONDS VEST 155245 ifE11 THEME :9NM 34 DEGREES 59 MINUTES 31 SCOWS EAST TOM FEETI IKKf WIN 31 DEGREES % M NUTE5 26 XCMOS EAST 17.110 MITI 7111 SOUTH 49 MINCES 43 MINUTES 19 ACG S EASY Y..% FEET TKKE SOUTH 62 IXCAEES 09 MINUTES 50 SECOWS EAST 55.60 FI Tc IMHU E SOUTH 1. DEGREES A MIWTE6 21 SUGGESTS LAST SSW FEEp THENCE WIN 17 DEGREES 02 MINUTES 53 SECOKS EAST 95.60 FEET, THENCE MHT' 94 MMES 29 MINUTES 59 SECOD$ LAST 2.11 FEET, IKME NOUN 19 GAMES 01 WIN TIES 51 SECB903 EASE 55.28 FEETI INENCE SWIM M DEGRO S 22 WRIUTES 09 SECDDS EAST 6528 FEETI THENCE WIN 77 DEGREES 46 MINUTES al SECONDS EAST 6518 FEET, TWICE SOUTH TI DEGREES 10 MINUTES 01 ACCESS G51 65.21 FIFIN THEME SOUTH EH MOVIES 34 YIWTES 01 ACODS EAST 65.28 F(fl11HEME WIN 57 DEGREES 24 MEANIES 16 SECONDS EAST 76.42 PILL TKKE WIN 49 DEGREES 40 MINUTES 34 SECONDS EAST ➢,.Q FEET1 TKKE WIN 41 OTGRE(5 56 MINUTES 52 SECONDS EASY 26.42 FEETI THENCE NORTH 51 DECADES 54 MINUTES 59 SECONDS EAST 150,36 FEET 70 THE POINT O BI6MRK, AL IN RENOALL COUNTY ILLINOIS CWIAINIK 2.442.S76.442 SC. FL156.01f ACRES] T6omaoe Lfd nIENr' PULTE HOME CORPORATION OscH. T1nn PROJECT W. . 6eou' °""• 00 ILLINOIS ORHSION OWN. A,B o. TWIIeATu1e-91w 2250 POINT BOULEVAflD, E%XIBIT 112 cKLO. DM5 M SMET 1 M 1 'M411m6.9'9„ SUITE 401 suLF, © : ELGIN, IL 60123, W. BATE MATURE OF REVISIOry CN110. 1" = 300 EDDY 1KIDEl PROPFRiY BRARINo Ho FILE Ed I Tw,w53.1MF,1,6.E..1Nx.3NA7-. DATEI os41022as 70MVELLS. ILLINOIS 3855EX-B2.PLN EXHIBIT "C" DEPICTION AND LEGAL DESCRIPTION OF B-3 COMMERCIAL PARCEL CHOU 12390295 . 13 52 EXHIBIT C N D zoo .DD 00 seKE® Il 39 /-Ph " $OA 5p, ,ter !G M® \ 3 \; / \eF \ate \ POMI Of BEGINNING vv — S34046 '42 "E w j 56' 65. 00 ' ` .. / !) � 0 — 527032 '481'E % E 238. 32 ' % �6 Z � ff {� BA„� lh• . / Y EPo /i � 5IT1«R�jIS�B �c APr a g a 0 , � d 01ST SMj311O0'P �t ,� i d l4 U°� 9 6a / i LEG AA.L_ DESCRI PTION :N t a r sWiN ({ u.11M n. 100SSNIV WORTH. ""a I.EAST a I MIIEO�U7. N.E YERI LANE URIUO S alas:cOr[NLiw E SOUTHEAST COMMON a LOT xT. IN BRUIa LANE SUBDIVISION, ACCaglw To HE KAI Kqa ACCOSTED AS OwNI r IN 54r ".w WAY O Iw. IN METE SOUTH 53 OEO(E: Se Yiwr[S A SEEOwS LAST 3331 EQi i0 1K QMIERIK OF 4M(llr ppEp: THEK[ CENIN 55 Qtl[ES OO MINUTES xl E EAST 299.54 FEET AS Y STARTED ALONE SAID SEWTO SS MOSSES SWIM TE MOVIES S 59 MINUTES 35 UCMOS EAST 711.11 FEET': TMEKE 55 QUZ[S Op MINUTES it SEC 51 WEST 306.92 FEET: THEMi SWIM 33 OLDIES MINUTES 35 SECONDS EAST I M42 MIT IHEKE MTN 4? KGRIES 23 YIWTES 46 SECCW3 MINU i.»1,31 FEET 10 M k111T OF K61MIKl IKKE WN 31 IIEGEES 46 MIMItFS 0 SECONDS EAST 6500 MIT THENCE SOUTH 23 DEGREES R YIWTES 41 WINES EAST 230.3, FEET: THENCE MTN N MESHES 46 MINUTES 42 UCOOS EAST MILK FEET TO THE WERTN- CALLr MONT a WAY LINE a U.S.RWYE 34 PER GRANT DATED MARC S.IlT3 AND K[OROEO NPIIL 1e. 19x3 IN BCH AND 6. PAU ST. A BY GRANT DATED WIND. T.IIx3 AND METHODS APRIL 10, 23 1 QED MECMED IN SOON 16.PAU 3O TKKE SOUTH 5, TION ES x YIwTES 'API TRYOUTS WES' SeTAS FEET AS MEASURES ALPp SAID RIWT a 3 LIME: IKKE MONTH 35 11�SELOWS CASTxiMO.56 FEEIIS TWEST AWL POiM nlSil�WENT" 15 SEM4LL SCIWir'.ILL INO15. CONIAINIME 916.932.904 50.!1.121.054 STRE31 72 TAOm�on �R "I'L nIE4u PULTE HOME CORPORATION MON. 117LE' PROACT uD. "°'�'" ADDS 111 350 ILLINOIS DIVISION OWN. uRe E%NIBIi C 3BSs ni3169TK 2250 POINT BOULEVARD, CHAD. OWES Q SHEET U OF 31e.9m SUITE X01 H1 DATE NAIYRE OF REVISION f:HSO. SCIL4 1•• : x00 SEMI i141DF1Ri3 ORAIEINL W. : ELGIN, IL 60123 VOFXVOLq ILL Noss FILE H.ME DATE. 051101x005 3R55EJE�.PLN EXHIBIT "D" PRELIMINARY PUD PLAN CH01 / 12390295 . 13 53 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 ') . B. RESIDENTIAL PARCEL PARAMETERS AND VARIATIONS 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. CHOU 12390295 . 13 54 EXHIBIT "E-1 " UTILITIES AND PUBLIC IMPROVEMENTS CHOU 12390295 . 13 55 EXHIBIT 66E-2 " OFF-SITE STREETS AND IMPROVEMENTS CHOU 12390295 . 1 3 56 Cn DC A T Cl) �J \ yC " D z 1 fT WC Z z � po Ul Cn Po �;S m ^ m vo ° � CD (D T mo C, (D —O. -n = MID� � 0 -K) Z _ ^ mom O_ 0 Or � OD oa � ? o CD O. O mmm � cZi � Oo.-.N (D O7O fn 70 z 1 Im -< o � ora ° AOO 0 ti'.L� _ C -p (o N (n -., � mom / aoo _ x vA w u�LT I K) =r J 1 ' 1D CD cDR m _DCDC MG) uz w6� COW � 70cn o — m O � Ul WCD O= � �� — m T \ oA W wW \ 0 =3 D 90 O Z \ W \ rya w m Cn \ Fg CD z 00 F. \ i \ \ w i Fs° / u o gtg FKv F[v / pro FY° FC' FCC � Fc ggo IF Vic o \ \FK_ } \ FKP x. FCP z a z -j*v \ €go M> cm a ltoY o3 ROZm zz 22 Fkk FC` Fe . b 3 ,r7, m : : ! r-XZMm mr^ Fe ti 6 1 � RSM. Y T \ In :. :. morn z� z 1 . iE =Mag Wm g zzmo Cm 4 o °- -�oD �" s Eg 6N 0 )z F m� ee r x 2 z Z <� ! �Z ? m cnn OZ ° Y \ z • a nmi_ Z n ti 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) CHOI / 12390295 . 13 57 EXHIBIT "G" FEE SCHEDULE CHOU 12390295 . 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 $39000 Separate Yori;ville-Bristol Sanitary District fee - made payable to Y. B .S.D . $ 1 ,400 United it 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 Aft $29280 3 . Water Meter Cost Detached Units $250 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 Pol ice $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-(:ash Fees Total $0 .00 $0 .00 $ 1 ,433 .40 $2 ,904 .53 9 . Road Contribution see note "e" below $2 ,000 10 . Weather 'Harning 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 (ender date) d . 'Heather 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 .pdffacto [y .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") . CHOI / 12390295 . 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. CHOI / 12390295 . 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 6x4ft. 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 .>ign 3x4ft. Double-faced 9" x 16" DF Hours Panel 1 Guest Parking Sign 3x4ft. Double-faced 10 USP Signs 2x2ft . Double-faced *Always include Pulte Mortgage and Pulte Warranty Info I 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 . CHOU 12390295 . 13 61 PZ caj em in O V} _ FE A- Qj .. S " CO r 1 , r � J d v � � 4 T � r LLe 0 MM y EXHIBIT ` K" FORM RECAPTURE AGREEMENT CHO1 / 12390295 . 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 . Develcper 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 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 ( `Benefited Owners") . 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 �_) Benefited Parcels as identified in the Recapture Schedule . CIAO ] / 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 R+.Ncapture 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 Develop °r' 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 . 2 CIAO 1 ,' 12422709. 1 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 , MISCIELLANEOUS PROVISIONS . (a) Agree rient : 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) Binding 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. (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 . iriail addressed to the recipient within twenty-four hours following the telefacsimile transmission, or on the date when deposited in the U. S . Mail , 3 CHol / 12422709 . 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) Complfxte 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 . 4 C1101 / 12422709. 1 (h) Captions and Paragraph Headings : 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. (1 ) 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 ) Enforceability: 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 } 5 C HO I l 12422709. 1 IN WITNESS WHEREOF, the parties hereto have hereunto set their hands and seals 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 CHO ] / 12422709 . 1 EXHIBIT "L" COMMON FACILITIES CHOI / 123902.95 . 13 63 AA Nt, A / 1 mllm,,N i lipm RI I - - " 1 j � M CAA �;.de: :, :ti,::e?° y;:;i;:$r�•>;::: we IVA Ll •i•P••®P4�/ Pb4i!,y:•::;;;i`®O�PPPP,:�Peb9q.,.� �t;°.;.•I+j••;.;.•�:::•ti::'rp��-�';�,ti.,>r,:: ;:;9`:,b°,fPPry :•. d �� ,��►�Q��3 pro 144 fI�•.d ra. ::" :4eN pq ks clam dog QI %".-171ICN Near Ov ti:W;; :. L • • 1. . JItL. _ — J . L 111 / a© oM� EXHIBIT "M" PERIMETER ROADS FOR WHICH DEVELOPER HAS RESPONSIBILITY CHOI / 12390295 . 13 64 ,N Fsi 196 \ p� Rey Age Re /l FCB - �� \ /r"�•r" \ �� FCB i�s ��\\ \ `o NP p /d � G�o FCB_ � \\�\� FC4 2 ` r kk � CB � It rl " C V o. \\ FCe - •.•� C8 Qto Ok : g _.... ._.__:�... $lk\ � , V � \ i€s 4o FK® N Cn o i�'oE FC8 \ \ D ka CD c o D _t t Z o � � z ou all. S Na O cyl C m �• � m E o ID m ^ r CLCnO mMC CD —a 0 `TJ 3 ° ° y > > j� z ( nm7o Oor.w CD _OW O (o N Cl) ° vA .,. � _ C � I N � Dm wwF n� N• d " 0) NO �Lm7Z Ma 0 sperm< 0 mm aD O a �pm W n ma) :1 m ��D r D = // ` Z k $ � Yg �9{ 8 Cmm M OVg)7 r q6 , K�Zm Z; - 0 y O Q SUMMER Z ! ,Cn MO MI):5z CO In �� 4 @i z � CAQ m zeQ rm� m 7 111 COM oz CD J 7 F�9i i k "i•3n2 �� V 1 ` C s� �Z m n EXHIBIT "N" PULTE ANTI-MONOTONY POLICY CHOU 12390295 . 13 65 � m MONOTONY CODE RESTRICTIONS I . Single Family 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 confijzuration 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. 2 . No house shall. have the same color package 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 stile (sin le 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 SH41LL HA VE THE SAME SIDING OR BRICK COLOR ADJECENT TO ONE ANOTHER II . Single Family 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 ■ J° J� yr? = Subject House I = Restricted Configuration = Restricted Siding & Brick ZL P J. i i MONOTONY CODE i PL , >te ■ = Subject House = Restricted Configuration = Restricted Siding & Brick Color I E i i I I i i I i I i i it ii i i I I i j MONOTONY CODE i ■ = Subject House = Restricted Configuration = Restricted Siding & Brick Color C I i I I C 1 i '�I C MONOTONY CODE STATE OF ILLINOIS ) ) ss COUNTY OF KENDALL ) D E B Ee I E OILLETTE KENDALI- COUNTY, IL RECORDED: 8/9/2010 12:05 pM ORD: 61.00 RHSAS FEE: 10.00 PAGES; 16 Ordinance No. 2010- 31 AN ORDINANCE AUTHORIZING THE EXECUTION OF THE FIRST AMENDMENT TO THE ANNEXATION AGREEMENT AND PLANNED DEVELOPMENT AGREEMENT (Autumn Creek Subdivision) WHEREAS, it is prudent and in the best interest of the United City of Yorkville, Kendall County, Illinois, that an amendment to the certain Annexation Agreement and Planned Development Agreement pertaining to the annexation of real estate described therein (the "Subject Property") be adopted in order to permit the residential development contemplated in said Annexation Agreement to proceed; and, WHEREAS, said Annexation Agreement authorizes amendments by a purchaser of any portion of Subject Property without approval of the owners of any other portion of the Subject Property so long as such amendments to this do not affect the rights, duties or obligations or the remaining owners; and, WHEREAS, the statutory procedures provided in 65 ILCS 5111-15.1-1, as amended, for the execution of a First Amendment to said Annexation and Planned Development Agreement have been fully complied with. NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville,Kendall County, Illinois, as follows: Section 1. The First Amendment to the Annexation Agreement and Planned Development Agreement in the form presented to this meeting attached hereto and made a part hereof is hereby approved; and the Mayor and the City Clerk are herewith authorized and directed to execute, on behalf of the City, said First Amendment to the Annexation Agreement and Planned Development Agreement. Section 2. This Ordinance shall be in full force and effect immediately from and after its passage and approval according to law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois, this day of r ,A.D. 2010. ROBYN SUTCLIFF GEORGE T. GILSON, JR. ARDEN JOE PLOCHER DIANE TEELING GARY GOLINSKI � MARTY MUNNS ROSE SPEARS �Y WALLY WERDERICH APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this 1-5 day of D U L L , A.D. 2010. Mayor Attest: e Prepared By and Return To: United City of Yorkville 800 Game Farm Rd. Yorkville, IL 60560 2 FIRST AMENDMENT TO ANNEXATION AGREEMENT AND PLANNED DEVELOPMENT AGREEMENT (Autumn Creek Subdivision) THIS FIRST AMENDMENT to that certain Annexation Agreement and Planned Development Agreement (the "Original Agreement") made and entered into as of the 12th 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 Number 4198 ("Owners"), Pulte Home Corporation ("Developer") and the United City of Yorkville ("City") is made this 13 day of J u L t/ , 2010, by and between PULTE HOME CORPORATION, a Michigan corporation and the UNITED CITY OF YORKVILLE, a municipal corporation organized and existing under and by virtue of the laws of the State of Illinois (the "City") by and through its Mayor and Alderman ("Corporate Authorities"); and, WHEREAS, the Original Agreement relates to certain real estate legally described on Exhibit A attached hereto and made a part hereof and referred to therein as the "Subject Property"; and, WHEREAS, Developer purchased a portion of the Subject Property comprised of approximately 265 acres legally described on Exhibit B attached hereto and made a part hereof and referred to therein as the "Residential Parcel"; and, WHEREAS, Section 34 of the Original Agreement authorizes amendments thereto by a purchaser of any portion of the Subject Property and the City, as to such portion, without any action or approval of the Owners of any other portion of the Subject Property if such Amendments do not affect the rights, duties or obligations of the Owners of the remaining portions of the Property not included in the Amendment; and, WHEREAS, the Developer has acquired the Residential Parcel and the Owners have relinquished all right, title and interest thereto and the Developer and the City now wish to amend the Original Agreement as it relates to the Residential Parcel; and, WHEREAS, the public hearing required by law was geld by the Mayor and City Council of the City upon this Amendment to the Original Agreement, such hearing having taken place on June 8, 2010. NOW, THEREFORE, in consideration of the foregoing preambles and the mutual covenants and agreements contained herein, Developer and the City agree that the Original Agreement is hereby amended as solely pertaining to the Residential Parcel described on Exhibit B as follows: 1. Pursuant to Paragraph 17.13. of the Original Agreement, the City is required to issue a temporary certificate of occupancy when weather conditions do not permit outside painting, landscaping, sidewalks, final surfacing of driveways or final grading for individual homes. City agrees not to collect or seek any payments nor other security from the Developer for the completion of such items on the condition that the Developer deposits with the City cash in the amount of$25,000 as security for the development of the Residential Parcel, which cash deposit shall be replenished in order to maintain a deposit no less than $25,000 until the final certificate of occupancy for each unit included within the Residential Parcel has been issued. At such time as said cash bond is delivered by the Developer, existing cash bonds and/or letters of credit previously delivered by the Developer shall be returned to the Developer. In the event any other person or entity applies for a building permit on the Residential Parcel, a Letter of Credit for such items shall be required pursuant to City Codes. 2. The Developer proposes to develop the Autumn Creek Subdivision in Phases as depicted on Exhibit C attached hereto and made a part hereof and hereby requests the City to review and the City agrees to review and to consider a proposal to amend prior platting of the Autumn Creek Subdivision to permit Phase 4, the area north of Kennedy Road, to be replatted with new engineering, new lot size, and a new product on the condition that all remain single family with no increase in density and all procedures as required by the City Code are strictly adhered to. 3. The Developer proposes to construct the development on a phased basis as depicted on Exhibit C attached hereto and the City agrees to partial acceptance of such public improvements within each phase upon completion of said public improvements on the condition the Developer covenant and agree to remain responsible for maintenance, repair, and/or replacement, if necessary, of any surface structure constructed within that phase until the expiration of the Warranty Period for the last category of public improvements accepted by the City for that phase. For the purposes of this agreement "surface structure" shall mean any part of any public infrastructure that exists above or extends to the ground surface, thereby making it vulnerable to damage. Category of improvement or infrastructure shall constitute each of the following: earthwork, erosion control, water main, sanitary sewer, storm water, paving, lighting, sidewalks and common area landscaping. 4. A. Pursuant to Paragraph 8 of the Original Agreement, the building and related codes in effect as of the date of said Original Agreement were to be applied for a period of five (5) years or until April 12, 2010. Paragraph 8 of the Original Agreement is hereby amended by not extending the building and related codes in affect as of the date of said Annexation Agreement but applying the 2006 building codes and extending the related codes for a period of five (5) years or until April 25, 2015; provided that the Developer waives any extension of the 2 application of the 2006 building codes or any potential grace period after April 25, 2015. B. By applying the 2006 building and related codes hereunder, the City agrees that no requirements for sprinklers or fire suppression devices shall be applied to the single family homes constructed on the Residential Parcel during such period. C. All fees in effect as of the date of the Original Agreement shall continue with no increases, other than the costs incurred by the City for water meters, until April 25, 2015. 5. The Developer hereby requests the City to review and the City agrees to review and consider a replatting of the townhome section of Phase 1 B as depicted on Exhibit C of the Autumn Creek Subdivision to replace the townhomes with single family residences and replat the remaining area on the condition that there is no increase in density and all are procedures as required by the City Code are strictly adhered to. 6. The Developer agrees to provide to the City a fiscal impact analysis with any request to change density of the number of residences from any prior plat, which analysis shall demonstrate that any replatting shall not have any negative impact on the then current homeowners association assessments or special service area payments. 7. The Developer shall keep in place the currently committed funds for the reconstruction of Kennedy Road and not decrease said funds as a result of any change in density which is based upon the original 575 total number of dwelling units, inclusive of 317 single-family and 258 townhome residences. 3 IN WITNESS WHEREOF, the parties hereto have set their hands and seals to this Agreement as of the date and year first above written. DEVELOPER: PULTE HOME CORPORATION By: Name: 4q Its: [lK� fr•,I and By: Name: t `� Its: JP dF Ry, -Mc CITY: UNITED CITY OF YORKVILLE, an Illinois municipal corporation i By. Name: VAI-E-4YE Ptukb Its: Mayor ATTEST: Name: Its: City 4 EXHIBIT A ANNEXATION PROPERTY 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. PARCEL2: 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 133300 016 00554363 DOC I 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: 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 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: f 3330 016:00554363 DOC. } 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 1 I 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. PARCELS: THA°T 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 AN EXISTING IRON PIPE STAKE SAID TO BE OVER THE ORIGINAL f 3330 016 0055 4363 DOC ) 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. {33300:016.00554363 D04C EXHIBIT B RESIDENTIAL PORTION 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. PARCEL2: 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 {33300 016 00554365 DOC. } 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 NORTIWESTERLY 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: 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 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: {33300 O16 00554365 DOC ) 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. PARCELS: 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 AN EXISTING IRON PIPE STAKE SAID TO BE OVER THE ORIGINAL {33300.016.00554365.DOC I 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. EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PARCEL: THAT PART OF THE SOUTH HALF OF SECTION 22, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF LOT 27, IN BRISTOL LAKE SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED AS DOCUMENT 137733 IN PLAT BOOK 10, AT PAGE 58, ON MAY 10, 1962; THENCE SOUTH 33 DEGREES 58 MINUTES 14 SECONDS EAST 33.00 FEET TO THE CENTERLINE OF KENNEDY ROAD; THENCE NORTH 55 DEGREES 00 MINUTES 21 SECONDS EAST 299.54 FEET AS MEASURED ALONG SAID CENTERLINE; THENCE SOUTH 34 DEGREES 59 MINUTES 39 SECONDS EAST 287.11 FEET; THENCE SOUTH 55 DEGREES 00 MINUTES 21 SECONDS WEST 306.92 FEET; THENCE SOUTH 33 DEGREES 37 MINUTES 35 SECONDS EAST 1,329.42 FEET; THENCE SOUTH 47 DEGREES 27 MINUTES 46 SECONDS EAST 1,247.97 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 34 DEGREES 46 MINUTES 42 SECONDS EAST 65.00 FEET; THENCE SOUTH 27 DEGREES 32 MINUTES 48 SECONDS EAST 238.32 FEET; THENCE SOUTH 34 DEGREES 46 MINUTES 42 SECONDS EAST 588.35 FEET TO THE NORTHERLY RIGHT OF WAY OF U.S. ROUTE 34 PER GRANT DATED APRIL 13, 1923 AND RECORDED APRIL 18, 1923 IN BOOK 76, PAGE 82, AND BY GRANT DATED APRIL 7, 1923 AND RECORDED APRIL 18, 1923, IN DEED RECORD IN BOOK 76, PAGE 30; THENCE SOUTH 55 DEGREES 12 MINUTES 58 SECONDS WEST 997.93 FEET AS MEASURED ALONG SAID RIGHT OF WAY LINE; THENCE NORTH 38 DEGREES 09 MINUTES 48 SECONDS WEST 891.55 FEET; THENCE NORTH 55 DEGREES 13 MINUTES 34 SECONDS EAST, 1,080.56 FEET TO THE POINT OF BEGINNING, ALL IN KENDALL COUNTY, ILLINOIS. A PORTION OF THE ABOVE DESCRIBED PARCELS INCLUDE PROPERTY NOW KNOWN AS AUTUMN CREEK P.U.D. UNIT 1 AND AUTUMN CREEK P.U.D. UNIT 2 AS LEGALLY DESCRIBED BELOW. AUTUMN CREEK P.U.D., UNIT 1 FINAL PLAT OF SUBDIVISION BEING A SUBDIVISION OF THE SOUTH HALF OF SECTION 15 AND THE NORTH HALF OF SECTION 22,TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS ACCORDING TO THE PLAT THEREOF RECORDED WITH THE KENDALL COUNTY RECORDER ON JANUARY 3, 2006 AS DOCUMENT NO. 20060000144,AMENDED BY CERTIFICATE OF CORRECTION RECORDED APRIL 3, 2006 AS DOCUMENT NO. 200600009685, AMENDED BY CERTIFICATE OF CORRECTION RECORDED.TUNE 5, (33300:016 00554365 DOC } 2006, RECORDED AS DOCUMENT 200600016609 AND AMENDED BY CERTIFICATE OF CORRECTION RECORDED FEBRUARY 6, 2007 AS DOCUMENT 200700004498. ("AUTUMN CREEK P.U.D. UNIT 1") AND AUTUMN CREEK P.U.D., UNIT 2 FINAL PLAT OF SUBDIVISION BEING A SUBDIVISION OF THE NORTH HALF OF SECTION 22, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS ACCORDING TO THE PLAT THEREOF RECORDED WITH THE KENDALL COUNTY RECORDER ON NOVEMBER 13, 2007 AS DOCUMENT NO. 200700033 06 1. ("AUTUMN CREEK P.U.D. UNIT 2") EXCEPTING FROM THE ABOVE DESCRIBED PROPERTY THOSE PORTIONS CONVEYED BY DEVELOPER TO OTHERS. {33300 016:00554365 DOC 1 ;-77� F \ U22 �s 3 15 'I i tq p,uflfl � 1 SV ICJ 15 EXISTING 29 MULTI—FAMILY LOTS 127 UNITS (TO REMAIN) GROSS AREA = 19.56 ACRES o w NET (MF) LOT AREA = 15.71 ACRES o U PROPOSED 31 SINGLE FAMILY L 0 TS w y. ADDED TO EXIST. 168 (SF) LOTS Z w fDn = 199 TOTAL (SF) LOTS N X GROSS AREA = 81.31 ACRES 5 E NET (SF) LOT AREA = 61.92 ACRES w GZO �� m cnz T N °o° 0 0 ° 0 0 o I OD 000 0 O O p0° o i 0 ❑ ❑❑ ❑❑ ❑❑❑ U❑ °po 00 � �; Mi �i �onrooio o0 ❑10 ❑ ❑❑❑❑❑❑ 00 0 0 oo° ° 0° CD ❑❑❑❑ o ❑ ❑ O° O ,v O❑ ❑ ❑❑❑Cl❑ ❑ ❑ ❑❑❑ ❑�� o O � ` o ❑ ❑ a ❑❑ 000 CD o❑°°°❑❑❑°�°°°°°°°°p° CHRISTY LANE � o 0 E - o 7 r— III 11 9 II �' - < �' ai EXI S TING PROPOSED r — II J GROSS AREA = 45.26 AC co i Qp O I \ DU/AC. = 1.63 (GROSS) 0 0 CO PHA SE I AREA PHA SE I AREA _ _ - - i�� 0 ° ° `� I \ � . o GROSS AREA I32. 57 GROSS AREA I32. 57 NET AREA = 24.80 AC p o CD I \ '¢ - - III'o^I dey / DU/AC. = 2.98 (NET) o DU/A C = 3. 03 (GROSS) DU/A C = 2. 46 (GROSS) I r II '�y I a) - M HAS = - � I yd, I � __ � L NET AREA - 77. 63 NET AREA - 77. 63 I I ys = y j ys — = a Y o I - -I � L� � o o � D U/A C. = 5. 18 (NET) D U/A C. = 4. 20 (NET) I y°^_ _ - - - co >- 1B yo I J I ® 1 0^ V I 1� N I , , — MN CREEK gl-v� — °' e•�yo^ eA' I I I �' LILLIAN LANE O W t_ — = — ' LL III - UTUR'r ' � � v ~ � 04, �' ,�� li I I 'II W O JOW i o } CF f ° O Q J W GROSS AREA W X 41.8J DU/AC. = 1.79 (GROSS) 4 � W T EA 25.49 C W L DU AC. 2.94 (NET) J J LAKEVIEW ROAD " Um ZW � W w 00 a I JL O O I r— r nllnll 11 I 0 I � I 0 a1 y^I1 y 1 ^ Q JL a < ,4\ in O y A'� \ /` I I I I I I ' I I ' I I �yd I I ^< �- yd -' D 0 m y^ ,),yo- J LL_ _ _ _ -1I I-J L _ JL _ JL I I ou y — _ -1 V Ill �^ yo yo y° 1.0 I I I I I I I I ' `'C`'� Py `►4 4A ` I - I I I I y I I �¢' I y i n EXPIRES: coYY < ?N y _ S d g n 4� — L y0 v lX � �-. �1�y � °^� yd \ \ � � �1�yo 9�" °` ^ � I � I y°" I I I � � '�ww Ill,TA o- J \ �p y n I FT 4 I O —All LL a < y�a / I 6y0 yo I I I L — — — J _ / _T 01' N�:/ ,6\ L _46i o I I �p -0 0^ 1 `I a �^ I I 0^ ` I yon a J ��^ \ y � c; y I y�j �y �> y ,� �y 11� "Ilo- pl o 4j I —y ,� >L _= J L =� J I J — /r a U LZL� 0 y0 n Y a 1} 10 ^ � � — y / / n d'I y o I M I .. o- �► o'¢ a i ,y I o- day I I yd` I I ,¢ I I // \ / / y SHEET ORIENTATION LAI o- -0 n f,}� L— — J _ _ -zoo 0 100 200 N O yd� -yd• y0^ y°^ Y py d 4' 4, " _ _... y°n b \ at V! � o a � � � 4 _ � � ( IN FEET ) O v' 4 E r�- / `- -�- �` 4 A 1 inch - �00 f t. C) � 4� / �/� O I I HORIZ. SCALE: U, �, �' � � DATE. 01 o �' I I 1 200 10-31-11 �' �► � VERT. SCALE: - o 2"p � SUBMITTAL. zo C) 4 1 EXISTING N/A #2 o N 24 MUL TI—FAM/L Y LOTS / 107 UNITS DWN. BY• DSN. BY: CHK. BY• o- o AREA = 13.07 _o �i DU/AC. = 8.19 I I EJG EJG KMH 'm I I PROJECT NO. Q PROPOSED I I 88100362 t0- ° I � III PROJECT LIMITS 11 1 SHEET NO. 31 SINGLE—FAMILY LOTS m Q AREA = 13.07 DU/AC. = 2.37 C - 001 o Q) o E E O dX— C) AUTUMN CREEK P . U . D . UNIT 1A N(9 AUTUMN CREEK M[fly T, PER DOCUMENT NUMBER R200600000144 FINAL PLAT OF R AMENDED BY CERTIFICATES OFCORRECTION AS DOCUMENT NUMBERS R200600009685, R200600016609, R200700004498, BEING A RESUBDIVISION OF AUTUMN CREEK UNIT 1 , PER DOCUMENT NUMBER R200600000144 RECORDED JANUARY 3. 2006 AND AMENDED BY CERTIFICATES OF CORRECTION AS DOCUMENT NUMBER R200600009685+ CONCRETE MONUMENT RECORDED APRIL 3. 2006. DOCUMENT NUMBER R200600016609. RECORDED JUNE 54 2006+ AND DOCUMENT TO BE SET NUMBER R200700004498. RECORDED FEBRUARY 6, 2007, ALL IN KENDALL COUNTY, ILLINOIS. N80 0 5�'30 0 50 100 199.4 9' N89° 58'56"W 135. 71' 37 60, W Nj AUTUMN REEK UNu� T, : ,.. . FEET S$4 0 07158 W 50.05 Ja¢ SCALE 50 EE 20'PUBLIC UTILITY AND DRAINAGE EASEMENT 9SSf� �3 ¢"QS PER DOCUMENT NUMBER R200600000144 AND DRAINAGE EASEMENT 6 J�, �'�/ AMENDED BY CERTIFICATES OFCORRECTION AS DOCUMENT `��♦ UTILITY 20.00'BUILDI G SETBACK LINE ,O6 ^6 NUMBERS R200600009685, R200600016609, R200700004498, ' 20'P ueuc A SETBACK LINE Z O ` ��' 20.00'BUiL Di ?p- A 6 qN/FUT� T �� 36, 2 y �� \ 1s se, S y �� 30 d 31 BACk /yC $0 � PS 29 10.578 S.F. (0• E 1 1. 158 S.F. ^ A 10. 760 S.F. J8�\PGE I fV / \moo o°oG e 0 32 20 r 28 10�■ l 10.548 S.F. oovti9cS.96O 13.291 S.F. A-84.37' 10.0 / °ry eyCeG�o�`�gsF c� 27 \ _ _ 0 433 QQ, \ 33 •r�'V w� 12,059 S.F. \/ ��. �� \ / 10. 736 S.F. 0✓ / \ 00 ° A■61 ° SAGE CO URT �'S 0 !��,/ 1�, A• ° HEREBY DEDICATED OQ CITY OF YORKVILLE ,q�Q- TO THE UNITED 5,5.8,j•� \ � o c o ' sF2i ,, 11.506 S.F. AN j \ C)m , c ZZ 25'o •2 10 it 26 1 . � A�°22 0' � .I \per'/ ti , ,♦ 0 / qtr o12.054 S.F. -Q / 22 ti, ,�J/.00'\ 91,6 ca�O !9 O•(�(� �� !� --vz� O • 10.218 S.F. 21 h / \ .�1 s !--y A. 16, 6,6 �� r 11.016 S.F. ry \ Ric ��, G�+ �0 \ 1 D� , (�1, - , 23 1 20.00'BUIL DING I TACK Mory�O/ \ S��o �`9sr f2 �y ' / \ \ 14.686 S.F. 1 \ , �O� mK ��O�'. \�� , ! 10.862 S.F. I ) _ 20'PUBL/C UTILITY AND ORA/NAGE EASEMENT -- 25 s y��eP LP�� 1 92. I 02 E 9 16.271 S.F. O� 10 0 "' 11.311 S.F. ,I tJPG� k 6• 6 , 1 �� / �� •a'dy 2 o 24 �U � P� !,�� c,� .y�j ,` \ \ 15.350 S.F. \\ G SF 1 1.829 S.F. 0J �� J� o , 'qC OGO �G J `'{,Q� �OQp�P 9 S'V ' !� St 00 / Q♦ j \ �{,f� \ `S6+Jo ,,FgSF Y I�NF c¢ 00 '�jfp 0 J �J `��•'��'� �6�� p // / ` 19 �/ �° $ ,N6 15.577 S.F. O \ \ 15.425 S.F. \ 63.33 °�� • �� ,o, \ 9 o 1 g \/ \ D�4 \ \ Qc� �� 16.903 S.F. 4 15.515 S.F. A� \\ \/ ♦� � \ cp*,\v - 17 5 \ A UTUMN rl�i�� 0 ^ \ 1 7.032 S.F. , cj �� \ 15.619 S.F. Nbb PER DOCUMENT NUMBER R200600000144 \ AMENDED BY CERTIFICATES OFCORRECTION AS DOCUMENT NUMBERS 8200600009685, 8200600016609, 8200700004498, C5O, ° 16.896 S.F. 6 \ / O /\ \ \ / 18.475 S.F. J33 \ \ / / OW 15 66.00. lcj 16, 110 S.F. • \ �` �\ \ / 18.587 S.F. a Q' 6.270 S.F. \ S�2 0 N17 If h. 9 94. 5 �`1� 16. 14 ' 015 It \AID� AUTUMN CREEK MMff 1, 'VV 1 O l,�, 2 �'Y 47' g,, PER DOCUMENT NUMBER 8200600000144 I� g 169�50� AMENDED BY CERTIFICATES OFCORRECTION AS DOCUMENT I 178 ,'. NUMBERS R200600009685, R200600016609, R200700004498, I cp 14 9 h I Q 15,963 S.F. �• I 15.640 S.F. I 20.00' h O 0 I I �O Q I o� 1I 10 �' ro v, I 13 I • 16.255 S.F. I 15.335 S.F. I I II - J V • 0 I ry L I 66.00' I J 0�A 4' CI- O 12 6.369 S.F. eF 11 7.085 S.F. M • C J Q er _ J S870 48'05"E 24 86' S 3 '37„EN 4. 209.24' - 2 �R= 1,250.00' nj A=6.35' I 2 I � J - I SINGLE MEN l ELp & SET GEND V (T YPICAL RESIDENTIAL LOTS UNLESS OTHERWISE NOTED) o STREET I I ° O O I 10'PUBLIC UTILITY AND DRAINAGE EASEMENT I - \ I � - 5.00' 30'BOIL DING �I 30'BUIL DING ' ` I Q W SETBACK LINE SSE TRACK LINE Lj Z � • J J J J L- L LOT LOT z W ° � z 1 . ALL DIMENSIONS ARE GIVEN IN FEET AND I > > DECIMAL PARTS THEREOF. SETBACK LINE � 10.00 10.00'_v 2. NO DIMENSIONS SHALL BE DERIVED FROM CL CL a�LL SCALE MEASUREMENT. AUTUMN CREEK BOULEVARD 0 10'PUBLIC UTILITY AND DRAINAGE EASEMENT 3. UPON COMPLETION OF CONSTRUCTION. CONCRETE AUTUMN CREEK Uffly T, o MONUMENTS, AS SHOWN. ANDS/4' x 24" IRON ° PIPES+ AT ALL LOT CORNERS, ANGLE POINTS AND PER DOCUMENT NUMBER R200600000144 0 AMENDED BY CERTIFICATES OFCORRECTION AS DOCUMENT POINTS OF CURVATURE. WILL BE SET. NUMBERS R200600009685, R200600016609, R200700004498, Th��n�0� SllZ'11 Ltd. DSGN. TITLE: PROJECT NO. lilt PULTE GROUP DWN. PMR AUTUMN CREEK P.U.D. 3855PS nT9575 W. Higgins Rood. Suite 850 1901 NORTH ROSELLE ROAD UNIT 1A SHEET I OF 2 Rosemont. IL. 60018 CHKD. pMS J LA FAX: (847) 38-9792 SUITE 1000, I. 9-30-u REVISED PER VILLAGE COMMENTS DMS. FINAL PLAT OF RESUBDIVISION DRAWING NO. pryonothomsonitd.COm NO. DATE NATURE OF REVISION CHKD. SCALE: I' = 50 FEET © THOMSON SURVEYING, LTD., 2011 SCHAUMBURG, IL 60195 FILE NAME H:\DGN\3855PS\RESUB\3855-RESUB-I.PLN I DATE: 11/23/2010 YORKVILLE, ILLINOIS 3855-RESUB-1.PLN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P . U . D . RECORDING SPACE: PART OF PERMANENT INDEX NUMBER: 02-22-255-015 (LOT 133 ) N 02-22-255-016 (LOT 134 )A U T U M N C R E E K 02-22-255-017 (LOT 1351 N 02-22-255-018 (LOT 1361 02-22-255-019 (LOT ,37 ) �OWNER'S CERTIFICATE U N I T 1 A 02-22-255-020 (LOT 139 ) , 00 z o0 STATE OF ILLINOIS ) N Z UJ COUNTY OF COOK ) FINAL PLA 02-22-255-021 (LOT 140) Z 02-22-255-022 (LOT 141 ) 02-22-255-023 (LOT 142 ) THIS IS TO CERTIFY THAT THE UNDERSIGNED IS (ARE ) THE OWNER(S) OF THE 02-22-255-024 (LOT 143 ) w ? BEING A RESUBD1VISlON OF AUTUMN CREEK UNIT 1 . PER DOCUMENT NUMBER 8200600000144 RECORDED w w 3 Ln PROPERTY DESCRIBED ON THE ATTACHED PLAT AND HAS (HAVE ) CAUSED 02-22-255-025 (LOT 1441 THE SAME TO BE SURVEYED. SUBDIVIDED AND PLATTED AS SHOWN BY THE JANUARY 3. 2006 AND AMENDED BY CERTIFICATES OF CORRECTION AS DOCUMENT NUMBER 8200600009685. 02-22-255-026 (LOT 145 ) _ cr Lc Cc PLAT FOR THE USES AND PURPOSES AS INDICATED THEREON. AND DOES RECORDED APRIL 3. 2006. DOCUMENT NUMBER R200600016609. RECORDED JUNE 51 2006, AND DOCUMENT a NUMBER 8200700004498. RECORDED FEBRUARY 6. 2007. ALL IN KENDALL COUNTY. ILLINOIS. 02-22-255-027 (LOT 1461 0- N o M HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER THE STYLE AND 02-22-255-028 (LOT 147 ) TITLE THEREON INDICATED. 02-22-255-029 (LOT 148 ) z THE UNDERSIGNED HEREBY DEDICATES FOR PUBLIC USE THE LANDS SHOWN 02-22-257-010 (LOT 153 ) THE TAX BILL SHOULD BE SENT TO Q ON THIS PLAT FOR THOROUGHFARES. STREETS. ALLEYS AND PUBLIC SERVICES: 02-22-257-009 (LOT 154 ) AND HEREBY ALSO RESERVES FOR ANY ELECTRIC. GAS, TELEPHONE. CABLE TV 02-22-257-007 (LOT 156 ) PULTE GROUP Q y OR OTHER TELECOMMUNICATIONS COMPANY UNDER FRANCHISE AGREEMENT 02-22-257-006 (LOT 157 ) 1901 NORTH ROSELLE ROAD WITH THE UNITED CITY OF YORKVILLE. THEIR SUCCESSORS AND ASSIGNS. THE 02-22-257-005 (LOT 158 ) EASEMENT PROVISIONS WHICH ARE STATED HEREON. 02-22-257-004 (LOT 159 ) SUITE 1000, = Q 02-22-257-003 (LOT 160) SCHAUMBURG, IL 60195 a m THE UNDERSIGNED FURTHER CERTIFIES THAT ALL OF THE LAND INCLUDED IN 02-22-257-002 (LOT 161 THIS PLAT LIES WITHIN THE BOUNDARIES OF YORKVILLE COMMUNITY UNIT = N_ SCHOOL DISTRICT 115. Y y O KENDALL COUNTY RIGHT TO FARM STATEMENT qua Z WITNESS MY (OUR) HAND AND SEAL AT SCHAUMBURG. ILLINOIS NOTICE: CITY ADMINISTRATOR'S CERTIFICATE c °C J THIS DA OF 2011. KENDALL COUNTY HAS A LONG, RICH TRADITION IN AGRICULTURE AND RESPECTS THE V LL W ROLE THAT FARMING CONTINUES TO PLAY IN SHAPING THE ECONOMIC VIABILITY OF THE COUNTY. PROPERTY THAT SUPPORTS THIS INDUSTRY IS INDICATED BY A ZONING STATE OF ILLINOIS ) z O -i INDICATOR - A-1 OR AG SPECIAL USE. ANYONE CONSTRUCTING A RESIDENCE OR FACILITY )SS z = > NEAR THIS ZONING SHOULD BE AWARE THAT NORMAL AGRICULTURAL PRACTICES MAY COUNTY OF KENDALL ) � RESULT IN OCCASIONAL SMELLS, DUST, SIGHTS, NOISE, AND UNIQUE HOURS OF OPERATION SIGNATURE - ATTORNEY-IN-FACT SIGNATURE - ATTORNEY-IN-FACT THAT ARE NOT TYPICAL IN OTHER ZONING AREAS. APPROVED AND ACCEPTED BY THE CITY ADMINISTRATOR OF THE UNITED CITY A.D..20 a PRINTED NAME PRINTED NAME CITY ENGINEER'S CERTIFICATE OF YQRKVILLE.ILLINOIS. THIS DAY OF . 11. 1901 NORTH ROSELLE ROAD, SUITE 1000. SCHAUMBURG. IL 60195 STATE OF ILLINOIS 1 CITY ADMINISTRATOR w a OWNER'S ADDRESS z 155 Ld COUNTY OF KENDALL 1 H U. 1, ,CITY ENGINEER FOR THE UNITED CITY OF YORKVILLE, DO HEREBY CERTIFY THAT THE REQUIRED IMPROVEMENTS HAVE BEEN INSTALLED OR THE REOUIRED GUARANTEE COLLATERAL HAS BEEN POSTED FOR THE COMPLETION OF ALL IMPROVEMENTS, O NOTARY CERTIFICATE DATED AT YORKVILLE.ILLINOIS THIS DAY OF A.D..2011. COUNTY RECORDER'S CERTIFICATE a N Z • STATE OF ILLINOIS ) N N )SS STATE OF ILLINOIS )SS COUNTY OF COOK ) CITY ENGINEER COUNTY OF KENDALL 1, ,NOTARY PUBLIC IN AND FOR THE STATE THIS INSTRUMENT NUMBER WAS FILED FOR RECORD IN THE RECORDER'S OFFICE OF AND COUNTY AFORESAID.HEREBY CERTIFY THAT KENDALL COUNTY.ILLINOIS ON THIS DAY OF ,A.D..2011 AND ,PERSONALLY KNOW TO ME TO BE THE SAME AT O'CLOCK M. PERSON(S)WHOSE NAME(S)IS(ARE)SUBSCRIBED TO THE FOREGOING INSTRUMENT, Z Y - w APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGED THE EXECUTION OF THE CITY P L A N COMMISSION C E R T I F I C A T E a LA 3: Q ANNEXED PLAT AND ACCOMPANYING INSTRUMENTS FOR THE USES AND PURPOSES O O U (A O THEREIN SET FORTH AS HIS (HER)(THEIR)FREE AND VOLUNTARY ACT, KENDALL COUNTY RECORDER STATE OF ILLINOIS 1 )SS GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS DAY OF .2011, COUNTY OF KENDALL 1 0 tC APPROVED AND ACCEPTED BY THE PLAN COMMISSION OF THE UNITED CITY OF YORKVILLE.ILLINOIS, U NOTARY PUBLIC THIS DAY OF .2011, SURVEYOR'S CERTIFICATE STATE OF ILLINOIS ) CHAIRMAN 2 a SS N COUNTY OF COOK ) Z m Ln THIS IS TO CERTIFY THAT WE. THOMSON SURVEYING, LTD.. ILLINOIS PROFESSIONAL DESIGN COUNTY CLERK 'S CERTIFICATE FIRM NUMBER 184-002768. AT THE REOUEST OF THE OWNER(S) THEREOF HAVE SURVEYED. SUBDIVIDED AND PLATTED. THE FOLLOWING DESCRIBED PROPERTY: a > L, STATE OF ILLINOIS 1 0: 00 THAT PART OF AUTUMN CREEK UNIT I. BEING A SUBDIVISION OF PART OF THE )SS > i SOUTH HALF OF SECTION 15 AND PART OF THE NORTH HALF OF SECTION COUNTY OF KENDALL 1 C) m Ln 22. TOWNSHIP 37 NORTH. RANGE 7. EAST OF THE THIRD PRINCIPAL MERIDIAN. PER DOCUMENT NUMBER R200600000144 RECORDED JANUARY 3. 2006 AND w AMENDED BY CERTIFICATES OF CORRECTION AS DOCUMENT NUMBER R200- 1, .COUNTY CLERK Of KENDALL COUNTY.ILLINOIS 0: 600009685. RECORDED APRIL 3. 2006. DOCUMENT NUMBER R200600016609. AFORESAID.DO HEREBY CERTIFY THAT THERE ARE NO DELINOUENT GENERAL TAXES.NO UNPAID 0 a_ RECORDED JUNE 5. 2006. AND DOCUMENT NUMBER R200700004498, RECOR- CURRENT TAXES.NO UNPAID FORFEITED TAXES,AND NO REDEEMABLE TAX SALES AGAINST ANY a Ln DIED FEBRUARY 6. 2007. ALL IN KENDALL COUNTY. ILLINOIS, DESCRIBED AS OF THE LAND INCLUDED IN THE PLAT HEREIN DRAWN. IFURTHER CERTIFY THAT (HAVE RECEIVED Z 00 FOLLOWS: BEGINNING AT THE EASTERN MOST CORNER OF LOT 161, SAID ALL STATUTORY FEES IN CONNECTION WITH THE PLAT HEREIN DRAWN. Z POINT BEING COINCIDENT WITH THE SOUTHERN MOST CORNER OF LOT 112 IN SAID SUBDIVISION; THENCE SOUTH 50 DEGREES 05 MINUTES 46 SECONDS WEST GIVEN UNDER MY HAND AND SEAL OF THE COUNTY CLERK AT YORKVILLE.ILLINOIS 20.00 FEET; THENCE SOUTH 48 DEGREES 19 MINUTES 30 SECONDS WEST 88.84 FEET; THENCE SOUTH 43 DEGREES 18 MINUTES 43 SECONDS WEST 90.66 FEET; THENCE SOUTH 38 DEGREES 10 MINUTES 57 SECONDS WEST THIS DAY OF ,A.D..2011. 90.66 FEET; THENCE SOUTH 33 DEGREES 03 MINUTES II SECONDS WEST 90.66 FEET; THENCE SOUTH 27 DEGREES 55 MINUTES 24 SECONDS WEST 90.66 FEET; THENCE SOUTH 22 DEGREES 47 MINUTES 39 SECONDS WEST COUNTY CLERK 90.66 FEET; THENCE SOUTH 17 DEGREES 39 MINUTES 54 SECONDS WEST , w w 16.14 FEET; THENCE SOUTH 53 DEGREES 53 MINUTES 13 SECONDS WEST 57,66 FEET; THENCE NORTH 72 DEGREES 08 MINUTES 11 SECONDS WEST a a TO AVINGFAERAD USAOF POINT 1217.00 FEET CURVE ANDSAID A CURVE CHORD BEING THAT BEARS SOUTH EASTER SLY CITY COUNCIL CERTIFICATE Z DEGREES 36 MINUTES 28 SECONDS WEST 95.81FEET THENCE SOUTHERLY Z J ALONG SAID CURVE 95.83 FEET; THENCE SOUTH 81 DEGREES 47 MINUTES 29 STATE OF ILLINOIS 1 SECONDS EAST 178.11 FEET; THENCE SOUTH 15 DEGREES 24 MINUTES 07 )SS LL SECONDS WEST 43.16 FEET; THENCE SOUTH 08 DEGREES 09 MINUTES 02 COUNTY OF KENDALL 1 SECONDS WEST 86.11FEET; THENCE SOUTH 05 DEGREES 39 MINUTES 48 SECONDS WEST 83.97 ; SECONDS WEST 209.24F FEET TTONAE POINT HO$7CURVEESAID CURVE MINUTES PUBLIC UTILITY AND DRAINAGE CONCAVE EASTERLY HAVING A RADIUS OF 1250.00 FEET AND A CHORD THAT APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THE UNITED EASEMENT PROVISIONS BEARS SOUTH 02 DEGREES 20 MINUTES 39 SECONDS WEST 6.35 FEET CITY OF YORKVILLE. ILLINOIS. THENCE SOUTHERLY ALONG SAID CURVE 6.35 FEET; Q THENCE NORTH 87 DEGREES 48 MINUTES 05 SECONDS WEST 224.86 FEET; THIS DAY OF A.D. . 2011 . A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO SBC THENCE NORTH 32 DEGREES 03 MINUTES 49 SECONDS EAST 51.72 FEET; AMERITECH, NICOR, COM ED, JONES INTERCABLE, OTHER PUBLIC UTILITIES, AND Q THENCE NORTH 06 DEGREES 55 MINUTES 12 SECONDS EAST 183.36 FEET; HOLDERS OF EXISTING FRANCHISES GRANTED BY UNITED THE CITY OF YORKVILLE, Q THENCE SOUTH 83 DEGREES 03 MINUTES 49 SECONDS EAST 169.50 FEET; ILLINOIS, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS WITHIN THE AREAS EASEMENT P RO V I S I 0 N S OC UM TO A POINT OF CURVE SAID CURVE BEING CONCAVE EASTERLY HAVING A SHOWN ON THE PLAT AS "PUBLIC UTILITY & DRAINAGE EASEMENT" (obbrevioted P.U. RADIUS OF 1283.00 FEET AND A CHORD THAT BEARS NORTH 14 DEGREES MAYOR & D.E.) TO CONSTRUCT, INSTALL, RECONSTRUCT, REPAIR, REMOVE, REPLACE, INSPECT, r 33 MINUTES 19 SECONDS EAST 124,14 FEET THENCE NORTHERLY ALONG MAINTAIN AND OPERATE UNDERGROUND TRANSMISSION AND DISTRIBUTION SYSTEMS A NON-EXCLUSIVE EASEMENT FOR SERVING THE SUBDIVISION AND OTHER PROPERTY LL O SAID CURVE 124.19 FEET. THENCE NORTH 71 DEGREES 19 MINUTES 55 AND LINES UNDER THE SURFACE OF THE "PUBLIC UTILITY & DRAINAGE EASEMENT", WITH ELECTRIC AND COMMUNICATION SERVICE IS HEREBY RESERVED FOR AND CID SECONDS WEST 46.17 FEET; THENCE NORTH 67 DEGREES 55 MINUTES 03 J SECONDS WEST 149.49 FEET; THENCE NORTH 22 DEGREES 04 MINUTES 57 , INCLUDING WITHOUT LIMITATION TO TELEPHONE CABLE, GAS MAINS, ELECTRIC LINES, GRANTED TO= SECONDS EAST 188.60 FEET; THENCE NORTH 26 DEGREES 37 MINUTES 46 CITY CLERKS CERTIFICATE CABLE TELEVISION LINES, AND ALL NECESSARY FACILITIES APPURTENANT THERETO, uu SECONDS EAST 75.18 FEET; THENCE NORTH 31 DEGREES 10 MINUTES 34 TOGETHER WITH THE RIGHT OF ACCESS THERETO FOR THE PERSONNEL AND EQUIP- COMMONWEALTH EDISON COMPANY AND W J SECONDS EAST 159.57 FEET; THENCE NORTH 37 DEGREES 44 MINUTES 22 MENT NECESSARY AND REQUIRED FOR SUCH USES AND PURPOSES AND TOGETHER SBC AMERITECH ILLINOIS A.K.A. ILLINOIS BELL TELEPHONE Q SECONDS EAST 9.35 FEET; THENCE NORTH 86 DEGREES 26 MINUTES 02 WITH THE RIGHT TO INSTALL REQUIRED SERVICE CONNECTIONS UNDER THE SURFACE COMPANY, GRANTEES, ` SECONDS WEST 92.66 FEET; THENCE SOUTH 49 DEGREES 50 MINUTES 38 STATE OF ILLINOIS ) OF EACH LOT TO SERVE IMPROVEMENTS THEREON. a= Q SECONDS WEST 146.72 FEET; THENCE SOUTH 82 DEGREES 00 MINUTES 59 )SS THEIR RESPECTIVE LICENSEES, SUCCESSORS, AND ASSIGNS, JOINTLY AND SECONDS WEST 63.33 FEET; THENCE NORTH 67 DEGREES 53 MINUTES 13 COUNTY OF KENDALL 1 A NON-EXCLUSIVE EASEMENT IS ALSO HEREBY RESERVED FOR AND GRANTED TO SEVERALLY, TO CONSTRUCT, OPERATE, REPAIR, MAINTAIN, MODIFY, SECONDS WEST 128.03 FEET; THENCE NORTH 37 DEGREES 29 MINUTES 25 THE UNITED CITY OF YORKVILLE, ILLINOIS TO CONSTRUCT, INSTALL, RECONSTRUCT, RECONSTRUCT, REPLACE, SUPPLEMENT, RELOCATE AND REMOVE, FROM TIME TO Q O= SECONDS WEST 71.36 FEET; THENCE NORTH 07 DEGREES 05 MINUTES 37 REPAIR, REMOVE, REPLACE AND INSPECT FACILITIES FOR THE TRANSMISSION AND TIME, CABLES, CONDUITS, MANHOLES, =~O m SECONDS WEST 122.51 FEET; THENCE NORTH 23 DEGREES 18 MINUTES 11 APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THE UNITED SECONDS EAST 69.72 FEET; THENCE NORTH 53 DEGREES 41 MINUTES 59 CITY OF YORKVILLE. ILLINOIS BY ORDINANCE NUMBER WITHIN B THE DISTRIBUTION SHOWN TONMTHE PLAT AS PUBLIC SEWERS D DRAINAGE ELECTRICITY, EASEMENT", USED SFO TRANSFORMERS,CONNECTION SW THUIPUNDERGRODUND CABINETS TRANSMISSION R FACILITIES 00, 0 SECONDS EAST 129.62 FEET; THENCE NORTH 84 DEGREES 07 MINUTES 58 AT A MEETING HELD THIS DAY OF A. 2011. SECONDS EAST 199.49 FEET: THENCE SOUTH 89 DEGREES 58 MINUTES 56 TOGETHER WITH ARIGHT OF ACCESS THERETO FOR THE PERSONNEL AND EQUIPMENT AND DISTRIBUTION OF ELECTRICITY, COMMUNICATIONS, SOUNDS AND SIGNALS SECONDS EAST 135.71 FEET; THENCE SOUTH 80 DEGREES 51 MINUTES 30 NECESSARY AND REQUIRED FOR SUCH USES AND PURPOSES. IN, OVER, UNDER, ACROSS, ALONG AND UPON THE SURFACE OF THE PROPERTY W z W Q SECONDS EAST 37.60 FEET; THENCE SOUTH 71 DEGREES 44 MINUTES 05 SHOWN WITHIN THE DASHED OR DOTTED LINES (OR SIMILAR DESIGNATION) ON SECONDS EAST 136.12 FEET; THENCE SOUTH 62 DEGREES 36 MINUTES 41 THE ABOVE NAMED ENTITIES ARE HEREBY GRANTED THE RIGHT TO ENTER UPON THE PLAT AND MARKED "EASEMENT", "UTILITY EASEMENT," "PUBLIC UTILITY SECONDS EAST 37.60 FEET; THENCE SOUTH 53 DEGREES 29 MINUTES 14 EASEMENTS HEREIN DESCRIBED FOR THE USES HEREIN SET FORTH AND THE RIGHT EASEMENT", "P.U.E." (OR SIMILAR DESIGNATION), THE PROPERTY DESIGNATED SECONDS EAST 208.40 FEET; TO A POINT OF CURVE SAID CURVE BEING CITY CLERK TO CUT, TRIM, OR REMOVE ANY TREES, SHRUBS OR OTHER PLANTS WITHIN THE IN THE DECLARATION OF CONDOMINIUM AND/OR ON THIS PLAT AS "COMMON Z CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 1250.00 FEET AND A CHORD AREAS DESIGNATED AS "PUBLIC UTILITY AND DRAINAGE EASEMENT" WHICH INTERFERE ELEMENTS", AND THE PROPERTY DESIGNATED ON THE PLAT AS "COMMON AREA OR w a�yy THAT BEARS NORTH 49 DEGREES 23 MINUTES 37 SECONDS EAST 30.64 FEET WITH THE CONSTRUCTION, INSTALLATION, RECONSTRUCTION, REPAIR, REMOVAL, REPLACE- AREAS", AND THE PROPERTY DESIGNATED ON THE PLAT FOR STREETS AND J THENCE NORTHEASTERLY ALONG SAID CURVE 30.65 FEET. THENCE NORTH U 50 DEGREES 05 MINUTES 46 SECONDS EAST 40.76 FEET; THENCE SOUTH 39 MENT, MAINTENANCE AND OPERATION OF THEIR UNDERGROUND TRANSMISSION AND ALLEYS, WHETHER PUBLIC OR PRIVATE, TOGETHER WITH THE RIGHTS TO DEGREES 54 MINUTES 14 SECONDS EAST 208.00 FEET; TO THE POINT OF DISTRIBUTION SYSTEMS AND FACILITIES APPURTENANT THERETO. NO PERMANENT INSTALL REQUIRED SERVICE CONNECTIONS OVER OR UNDER THE SURFACE IF BEGINNING: CONTAINING 13.07 ACRES OR 569,150 SQUARE FEET MORE OR LESS. BUILDINGS, STRUCTURES, OR OBSTRUCTIONS SHALL BE CONSTRUCTED IN, UPON, OR EACH LOT AND COMMON AREA OR AREAS TO SERVE IMPROVEMENTS THEREON, OR ON OVER ANY AREAS DESIGNATED AS "PUBLIC UTILITY & DRAINAGE EASEMENT", BUT ADJACENT LOTS, AND COMMON AREA OR AREAS, THE RIGHT TO CUT, TRIM OR SUCH AREAS MAY BE USED FOR GARDENS, SHRUBS, TREES, LANDSCAPING, DRIVEWAYS, REMOVE TREES, BUSHES, ROOTS AND SAPLINGS AND TO CLEAR OBSTRUCTIONS IFURTHER DECLARE THAT THE PLAT HEREON DRAWN IS A CORRECT AND ACCURATE REPRESENTATION AND OTHER RELATED PURPOSES THAT DO NOT UNREASONABLY INTERFERE WITH THE FROM THE SURFACE AND SUBSURFACE AS MAY BE REASONABLY REQUIRED OF SAID SURVEY AND SUBDIVISION. USES HEREIN DESCRIBED. INCIDENT TO THE RIGHTS HEREIN GIVEN, AND THE RIGHT TO ENTER UPON THE a SUBDIVIDED PROPERTY FOR ALL SUCH PURPOSES. OBSTRUCTION SHALL NOT BE ° IFURTHER DECLARE THAT I HAVE SET ALL SUBDIVISION MONUMENTS AND DESCRIBED THE OCCUPATION AND USE OF THE NON-EXCLUSIVE EASEMENT HEREIN GRANTED AND 1 PLACED OVER GRANTEES: FACILITIES OR IN, UPON OR OVER THE PROPERTY o THEM ON THIS FINAL PLAT AS REQUIRED BY THE PLAT ACT AND THAT ALL INTERIOR o C\2 MONUMENTS SHALL BE SET WITHIN 12 MONTHS OF THE RECORDATION OF THIS PLAT SURVEYOR'S CERTIFICATE DONE N SUCH HR A THE MANNER SO AS NOT)TTOE INTERFERE H WITH OR PRECLUDE THE OC E EIASEMENT E DASHED "UTILITY ASE ENT', "PUB C(OR EERSEMEINT", -DESIGNATION) E.-- c, AS TI O 1). BY THE PLAT ACT (ILLINOIS REVISED STATUTES 1977, CHAPTER 109 CUPATION AND USE THEREOF BY OTHER ENTITIES FOR WHICH SUCH EASEMENTS ARE (OR SIMILAR DESIGNATION) WITHOUT THE PRIOR WRITTEN CONSENT OF E- SECTION I). ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF, • N E- STATE OF ILLINOIS ) GRANTED AND RESERVED. THE CROSSING AND RECROSSING OF SAID EASEMENTS BY GRANTEES. AFTER INSTALLATION OF ANY SUCH FACULTIES, THE GRADE OF } a IFURTHER DECLARE THAT THE PROPERTY SHOWN ON THE PLAT HEREON DRAWN IS SITUATED THE ABOVE NAMED ENTITIES SHALL BE DONE IN SUCH A MANNER SO AS NOT TO THE SUBDIVIDED PROPERTY SHALL NOT BE ALTERED IN A MANNER SO AS TO in WITHIN THE CORPORATE LIMITS OF THE UNITED CITY OF YORKVILLE. ILLINOIS, WHICH IS ) SS INTERFERE WITH, DAMAGE, OR DISTURB ANY TRANSMISSION AND DISTRIBUTION SYSTEMS INTERFERE WITH THE PROPER OPERATION AND MAINTENANCE THEREOF. THE TERM z EXERCISING THE SPECIAL POWERS AUTHORIZED BY DIVISION 12 OF ARTICLE IIOF THE AND FACILITIES APPURTENANT THERETO EXISTING WITHIN THE EASEMENTS BEING CROSSED "COMMON ELEMENTS" SHALL HAVE THE MEANING SET FORTH FOR SUCH TERM IN 15 ILLINOIS MUNICIPAL CODE AS AMENDED. COUNTY OF COOK ) OR RECROSSED. NO USE OR OCCUPATION OF SAID EASEMENTS BY THE ABOVE NAMED THE "CONDOMINIUM PROPERTY ACT", CHAPTER 765 ILCS 605/2, AS AMENDED °� } ENTITIES SHALL CAUSE ANY CHANGE IN GRADE OR IMPAIR OR CHANGE THE SURFACE FROM TIME TO TIME. THE TERM "COMMON AREA OR AREAS" IS DEFINED AS A cr > IFURTHER DECLARE THAT THE NO PART OF THE ABOVE DESCRIBED PROPERTY IS LOCATED DRAINAGE PATTERNS. LOT, PARCEL OR AREA OF REAL PROPERTY, THE BENEFICIAL USE AND ENJOYMENT con °m c"WITHIN A SPECIAL FLOOD HAZARD AREA AS IDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT WE. THOMSON SURVEYING. LIMITED. ILLLINOIS PROFESSIONAL DESIGN FIRM NUMBER U)Lo ti ti x AGENCY BASED ON FIRM °1703410020 C DATED DATE OF JULY 19. 1982. ALL OF THE PROPERTY 184-00276$• IN ACCORDANCE WITH PA87-0705 (THE PLAT ACT) DO HEREBY GRANT OF WHICH IS RESERVED IN WHOLE OR AS AN APPORTIONMENT TO THE SEPARATELY C ,o,rn � FOLLOWING ANY WORK TO BE PERFORMED BY THE UNITED CITY OF YORKVILLE IN OWNED LOTS, PARCELS OR AREAS WITHIN THE PLANNED DEVELOPMENT, EVEN U) IS LOCATED IN ZONE C. AREAS OF MINIMAL FLOODING. PERMISSION TO THE CLERK'S OFFICE OF THE UNITED CITY OF YORKVILLE TO RECORD rn_ ' THIS PLAT. A TRUE COPY OF WHICH HAS BEEN RETAINED BY US TO ASSURE NO THE EXERCISE OF ITS EASEMENT RIGHTS HEREIN GRANTED, SAID CITY SHALL HAVE NO THOUGH SUCH BE OTHERWISE DESIGNATED ON THE PLAT BY TERMS SUCH AS v� .,n,,^ CHANGES HAVE BEEN MADE TO SAID PLAT. OBLIGATION WITH RESPECT TO SURFACE RESTORATION, INCLUDING BUT NOT LIMITED T0, "OUTLOTS", "COMMON ELEMENTS "OPEN SPACE "OPEN AREA", "COMMON z � z GIVEN UNDER MY HAND AND SEAL AT ROSEMONT. ILLINOIS. THE RESTORATION, REPAIR OR REPLACEMENT OF PAVEMENT, CURB, GUTTERS, TREES, GROUND", "PARKING", AND "COMMON AREA". THE TERM "COMMON AREA OR 3 0,7 c o THIS th DAY OF . A.D. 2011. DATED THIS th DAY OF . A.D. 2011 . LAWN OR SHRUBBERY, PROVIDED, HOWEVER, THAT SAID CITY SHALL BE OBLIGATED, AREAS", AND "COMMON ELEMENTS" INCLUDE REAL PROPERTY SURFACED WITH ® E 00 o FOLLOWING SUCH MAINTENANCE WORK, TO BACKFILL AND MOUND ALL TRENCH CREATED INTERIOR DRIVEWAYS AND WALKWAYS, BUT EXCLUDES REAL PROPERTY � N V V O SO AS TO RETAIN SUITABLE DRAINAGE, TO COLD PATCH ANY ASPHALT OR CONCRETE PHYSICALLY OCCUPIED BY A BUILDING, SERVICE BUSINESS DISTRICT OR ,~n O w a x SURFACE, TO REMOVE ALL EXCESS DEBRIS AND SPOIL, AND TO LEAVE THE MAINTENANCE STRUCTURES SUCH AS A POOL, RETENTION POND OR MECHANICAL EQUIPMENT. a'o: ~ w E" AREA IN A GENERALLY CLEAN AND WORKMANLIKE CONDITION. RELOCATION OF FACILITIES WILL BE DONE BY GRANTEES AT COST OF THE DAVID M. SPORINA. P.L.S. DAVID M. SPORINA. P.L.S. GRANTOR/LOT OWNER, UPON WRITTEN REQUEST. O ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 3394 ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 3394 MY LICENSE EXPIRES NOVEMBER 30, 2012 MY LICENSE EXPIRES NOVEMBER 30. 2012 DESIGN FIRM LICENSE EXPIRES APRIL 30. 2013 DESIGN FIRM LICENSE EXPIRES APRIL 30. 2013 2 G�1UTUMN CREEK UNOT 9, PER DOCUMENT NUMBER R200600000144 AMENDED BY CERTIFICATES OFCORRECTION AS DOCUMENT S(900,571 3O ' NUMBERS 8200600009685, 8200600016609, 8200700004498, 58 9 a 58 ' S 6 "E X35. 7 x'37 E 7 , 5 8 „E 19 9. 4 9 60, N84 0 0 I �� 1 9q �2 S6 �j Gj Os 3 a \ �s� 0 50 100 SCALE: 1" - 50 FEET C) , 5 OCR cn '� '� ,A= 65 ' _ / �2 N86026 0211W / No 2 92- 661 / POINT OF 2. 66 BEGINNING 9 �(0 X28 3 13 ,, �-- ° 63. 33 �' ►�� a 5 g W ° / / N ° 0 (O� o / �� PER DOCUMENT NUMBER R200600000144 NUMBERS R 00600009685,E R2 06 0016609, R200 00004498, 0� h+ _ / \ / �b� \ \ AREA HEREBY VACATED �/ , lJ / / \ / cp CONSENT TO VACATE PUBLIC / �GJ UTILITY EASEMENT t�j• i ♦�� LOT TYPICAL RESIDENTIAL END AL LOTS STATE OF ILLINOIS V )S.S.) / , ` UNLESS OTHERWISE NOTED) �� ) / VARIABLE WIDTH PUBLIC UTILITY AND COUNTY OF KENDALL � / 00000 DRAINAGE EASEMENT HEREBY VACATED THE APPROVING AUTHORITIES ON SIGNING THIS DOCUMENT (�A\ \ HEREBY RELEASE. AND CONSENT TO THE RELEASE. VACATION � ' ! / \ \ / \ VARIABLE WIDTH PUBLIC AND ABROGATION OF THE EXISTING PUBLIC UTILITY EASEMENTS \ \ �c\ LOT UTILITY AND DRAINAGE (i�/% ♦ VARIABLE WIDTH EASEMENT HEREBY VACATED GRANTED PER AUTUMN CREEK UNIT 1 PER DOCUMENT NUMBER ^� / \ \ \ 1 (,� a BUILDING SETBACK L lNE HEREBY 8200600000144 RECORDED JANUARY 3. 2006 AND AMENDED BY 0 CERTIFICATES OF CORRECTION AS DOCUMENT NUMBER R200600009685. RECORDED APRIL 3. 2006. DOCUMENT NUMBER R200600016609. �y \ 0 RECORDED JUNE 5. 2006. AND DOCUMENT NUMBER R200700004498. V �� lV 2 �m RECORDED FEBRUARY 6. 2007 SHOWN HEREIN AS "HEREBY VACATED". / ((� VARIABLE WIDTH PUBLIC � U W UTILITY AND DRAINAGE m ti m Z� EASEMCNT HEREBY VACATED p VFW O �� OHO CITY OF YORKVILLE: LOT V ACCEPTED: DATE VARIABLE WIDTH i B MAYOR ��n / /�^"J \ ti J W BL DNE HEREBYCK VACATED c �n q PRINTED NAME �° ` , � SS o 10:e �Cp COMMONWEALTH EDISON COMPANY: 3 �p / / 0 Q� ACCEPTED: DATE: VARIABLE WIDTH PUBLIC UTILITY AND TITLE 7,> \ DRAINAGE EASEMENT HEREBY VACATED �, \ STREET AI-) 2 a O / r I`� S 4 l�/ HEREBY VACATED PRINTED NAME `I` N I COR GAS COMPANY: �) 1�t9 , J •�1 J \ , ACCEPTED: DATE: �� Q� ° (r, J PART OF PERMANENT INDEX NUMBERS: 02-22-255-015 (LOT 133)(LOT 134 ) '� 02-22-255-017 (LOT 135) TITLE Q Q 02-22-255-018 (LOT 136) 02-22-255-019 (LOT 137) PRINTED NAME 02-22-179-001 (LOT 138)J 83 a 0 J 49 02-22-255-020 (LOT 139) L J KENDALL COUNTY: / 2 9 �� 02-22-255-021 (LOT 1401 02-22-255-022 (LOT 141 ) 7 02-22-255-023 (LOT 142) Q4 02-22-255-024 (LOT 143) ACCEPTED: DATE: Iv� .1 �� 02-22-255-025 (LOT 144 )I 02-22-255-026 (LOT 145) TITLE 0 000 o C,o oOO 02-22-255-027 (LOT 146) 02-22-255-028 (LOT 147) EC60 9 02-22-255-029 (LOT 148 PRINTED NAME 02-22-257-010 (LOT 153)l 02-22-257-00 (LOT 154 ) I OCRMF c 8 R2��6 02-22-257-007 (LOT 156) AMERITECH TELEPHONE COMPANY:: ^ . I I PEg C�o0og6 02-22-257-006 (LOT 157 ) 02-22-257-005 (LOT 158) ACCEPTED: DATE: I I �� M ERS 02-22-257-004 (LOT 159) I 02-22-257-003 (LOT 160) TITLE I I I(� I 02-22-257-002 (LOT 161 ) Q PRINTED NAME 0 � �O I COMCAST CABLE COMPANY: Q Q I I I O THAT PART OF AUTUMN CREEK UNIT 1. BEING A SUBDIVISION OF PART OF THE ACCEPTED: DATE: I SOUTH HALF OF SECTION 15 AND PART OF THE NORTH HALF OF SECTION 22. TOWNSHIP 37 NORTH. RANGE 7. EAST OF THE THIRD PRINCIPAL MERIDIAN. \� I PER DOCUMENT NUMBER R200600000144 RECORDED JANUARY 3. 2006 AND TITLE ♦ DC r,♦� - AMENDED BY CERTIFICATES OF CORRECTION AS DOCUMENT NUMBER R200- 1,0) I I 600009685. RECORDED APRIL 3. 2006. DOCUMENT NUMBER 8200600016609. RECORDED JUNE 5. 2006. AND DOCUMENT NUMBER 8200700004498. RECOR- PRINTED NAME I DED FEBRUARY 6. 2007. ALL IN KENDALL COUNTY. ILLINOIS. DESCRIBED AS FOLLOWS: BEGINNING AT THE EASTERN MOST CORNER OF LOT 161. SAID ` POINT BEING COINCIDENT WITH THE SOUTHERN MOST CORNER OF LOT 112 IN SAID (�` SUBDIVISION: THENCE SOUTH 50 DEGREES 05 MINUTES 46 SECONDS WEST PERMISSION TO RECORD O (n I yr O� 20.00 FEET: THENCE SOUTH 48 DEGREES 19 MINUTES 30 SECONDS WEST 0 // / M 88.84 FEET: THENCE SOUTH 43 DEGREES 18 MINUTES 43 SECONDS WEST STATE OF ILLINOIS ) l J 90.66 FEET: THENCE SOUTH 38 DEGREES 10 MINUTES 57 SECONDS WEST ) SS r 90.66 FEET: THENCE SOUTH 33 DEGREES 03 MINUTES 11 SECONDS WEST y�/ 90.66 FEET: THENCE SOUTH 27 DEGREES 55 MINUTES 24 SECONDS WEST COUNTY OF COOK ) / N8 7 0 4 8 ' 05 "W 2 4 C 1 N �a '3�"1�/ ��` 2( , 90.66 FEET: THENCE SOUTH 22 DEGREES 47 MINUTES 39 SECONDS WEST v T O � 90.66 FEET: THENCE SOUTH tl DEGREES 39 MINUTES 54 SECONDS WEST 16.14 FEET: THENCE SOUTH 53 DEGREES 53 MINUTES 13 SECONDS WEST WE, THOMSON SURVEYING, LIMITED. ILL 57.66 FEET: THENCE NORTH 72 DEGREES 08 MINUTES 11 SECONDS WEST ,,LIN0IS PROFESSIONAL DESIGN FIRM NUMBER I = 50. 00 149.94 FEET: TO A POINT OF CURVE SAID CURVE BEING CONCAVE EASTERLY 184-002768, IN ACCORDANCE WITH PA87-0705 (THE PLAT ACT) DO HEREBY DESIGNATE 6. Z� I HAVING A RADIUS OF 1217.00 FEET AND A CHORD THAT BEARS SOUTH 15 A AS THE PERSON WHO MAY RECORD THIS •J DEGREES 36 MINUTES 28 SECONDS WEST 95.81 FEET THENCE SOUTHERLY ('� ALONG SAID CURVE 95.83 FEET: THENCE SOUTH 81 DEGREES 47 MINUTES 29 PLAT, A TRUE COPY OF WHICH HAS BEEN RETAINED BY US TO ASSURE NO ' / _ I SECONDS EAST 178.11 FEET: THENCE SOUTH 15 DEGREES 24 MINUTES 07 CHANGES HAVE BEEN MADE TO SAID PLAT. A VVV I SECONDS WEST 43.16 FEET: THENCE SOUTH 08 DEGREES 09 MINUTES 02 ` SECONDS WEST 86.11 FEET: THENCE SOUTH 05 DEGREES 39 MINUTES 48 SECONDS WEST 83.97 FEET: THENCE NORTH 87 DEGREES 30 MINUTES 37 DATED THIS TH DAY OF , A.D.. 2011 I R I I SECONDS WEST 209.24 FEET TO A POINT OF CURVE SAID CURVE BEING CONCAVE EASTERLY HAVING A RADIUS OF 1250.00 FEET AND A CHORD THAT -' BEARS SOUTH 02 DEGREES 20 MINUTES 39 SECONDS WEST 6.35 FEET THENCE SOUTHERLY ALONG SAID CURVE 6.35 FEET: DAVID M. SPORINA. P.L.S. I I I THENCE NORTH 87 DEGREES 48 MINUTES OS SECONDS WEST 224.86 FEET: THENCE NORTH 32 DEGREES 03 MINUTES 49 SECONDS EAST 51.72 FEET: THENCE NORTH 06 DEGREES 55 MINUTES 12 SECONDS EAST 183.36 FEET: ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 3394 I Q THENCE SOUTH 83 DEGREES 03 MINUTES 49 SECONDS EAST 169.50 FEET: TO A OF MY LICENSE EXPIRES NOVEMBER 30. 2012 I �� I RADIUSOOFT12283C OOVFEETIANDUAVCHORDNTHAOTNBEARSE NORTH L14HDEGREES DESIGN FIRM LICENSE EXPIRES APRIL 30. 2013 I 33 MINUTES 19 SECONDS EAST 124.14 FEET THENCE NORTHERLY ALONG I SAID CURVE 124.19 FEET: THENCE NORTH 71 DEGREES 19 MINUTES 55 SECONDS WEST 46.17 FEET: THENCE NORTH 67 DEGREES 55 MINUTES 03 SECONDS WEST 149.49 FEET: THENCE NORTH 22 DEGREES 04 MINUTES 57 V I _ I SECONDS EAST 188.60 FEET: THENCE NORTH 26 DEGREES 37 MINUTES 46 SURVEYOR' S CERTIFICATE OWNER' S CERTIFICATE r J SECONDS EAST 75.18 FEET: THENCE NORTH 31 DEGREES 10 MINUTES 34 SECONDS EAST 159.57 FEET: THENCE NORTH 37 DEGREES 44 MINUTES 22 SECONDS EAST 9.35 FEET: THENCE NORTH 86 DEGREES 26 MINUTES 02 STATE OF ILLINOIS ) STATE OF ILLINOIS) SECONDS WEST 92.66 FEET: THENCE SOUTH 49 DEGREES 50 MINUTES 38 SS ) SS SECONDS WEST 146.72 FEET: THENCE SOUTH 82 DEGREES 00 MINUTES 59 SECONDS WEST 63.33 FEET: THENCE NORTH 67 DEGREES 53 MINUTES 13 COUNTY OF COOK ) COUNTY OF KANE ) SECONDS WEST 128.03 FEET: THENCE NORTH 37 DEGREES 29 MINUTES 25 SECONDS WEST 71.36 FEET: THENCE NORTH 07 DEGREES 05 MINUTES 37 THIS 1S TO DECLARE THAT PULTE HOME CORPORATION ILLINOIS DIVISION IS THE OWNER OF THE SECONDS WEST 122.51 FEET: THENCE NORTH 23 DEGREES 18 MINUTES 11 WE, THOMSON SURVEYING, LIMITED, ILLINOIS PROFESSIONAL DESIGN FIRM NUMBER LANG DESCRIBED IN THE HEREON PLAT, AND HAS CAUSED THE SAME TO BE PLATTED AS INDICATED SECONDS EAST 69.72 FEET: THENCE NORTH 53 DEGREES 41 MINUTES 59 184-002768. 00 HEREBY DECLARE THAT THE PLAT SHOWN HEREON DRAWN WAS SECONDS EAST 129.62 FEET: THENCE NORTH 84 DEGREES 07 MINUTES 58 THEREON. FOR THE USES AND PURPOSES THEREIN SET FORTH. AND DOES HEREBY ACKNOWLEDGE SECONDS EAST 199.49 FEET: THENCE SOUTH 89 DEGREES 58 MINUTES 56 COMPILED FROM EXISTING SURVEYS AND INSTRUMENTS OF PUBLIC RECORD FOR AND ADOPT THE SAME UNDER THE STYLE AND TITLE THEREON INDICATED. SECONDS EAST 135.71 FEET: THENCE SOUTH 80 DEGREES 51 MINUTES 30 THE PURPOSE INDICATED HEREON. SECONDS EAST 37.60 FEET: THENCE SOUTH 71 DEGREES 44 MINUTES 05 SECONDS EAST 136.12 FEET: THENCE SOUTH 62 DEGREES 36 MINUTES 41 SECONDS EAST 37.60 FEET: THENCE SOUTH 53 DEGREES 29 MINUTES 14 GIVEN UNDER BY HAND AND SEAL AT ROSEMONT ILLINOIS. SECONDS EAST 208.40 FEET: TO A POINT OF CURVE SAID CURVE BEING THIS TH DAY OF , A.D.. 2011. DATED THIS DAY OF A. D. , 2011. CONCAVE A RADIUS FEET CHORD 30-64 FEET THENCE NORTHEASTERLY ALONG SAID CURVE 30.65 FEET: THENCE NORTH 50 DEGREES 05 MINUTES 46 SECONDS EAST 40.76 FEET: THENCE SOUTH 39 DEGREES 54 MINUTES 14 SECONDS EAST 208.00 FEET: TO THE POINT OF BEGINNING: CONTAINING 13.07 ACRES OR 569.150 SOUARE FEET MORE OR LESS. DAVID M. SPORINA. P.L.S. NOTARY CERTIFICATE COUNTY RECORDERS CERTIFICATE ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 3394 STATE OF ILLINOIS) MY LICENSE EXPIRES NOVEMBER 30, 2011 ) SS STATE OF ILLINOIS ) DESIGN FIRM LICENSE EXPIRES APRIL 30. 2013 COUNTY OF ) ) SS COUNTY OF KENDALL ) !. A NOTARY PUBLIC IN AND FOR SAID COUNTY. IN THE THIS INSTRUMENT NUMBER WAS FILED FOR RECORD IN THE RECORDER'S STATE AFORESAID, DO HEREBY CERTIFY THAT IS PERSONALLY OFFICE OF KENDALL COUNTY AFORESAID ON THE DAY OF , 2011 KNOWN TO ME TO BE THE SAME PERSON WHOSE NAME ARE SUBSCRIBED TO THE AFORESAID INSTRUMENT AS SUCH OWNER, APPEARED BEFORE ME THIS DATE IN PERSON AND ACKNOW- LEDGED THAT HE SIGNED THE ANNEXED PLAT AS HIS OWN FREE AND VOLUNTARY ACT FOR GENERAL NOTES: THE USES AND PURPOSES THEREIN SET FORTH. 1. ALL DIMENSIONS ARE GIVEN IN FEET AND GIVEN UNDER MY HAND AND NOTARY SEAL THIS DAY OF A. D. 2011 KENDALL COUNTY RECORDER DECIMAL PARTS THEREOF. AT ILLINOIS. 2. NO DIMENSIONS SHALL BE DERIVED FROM SCALE MEASUREMENT. DEPUTY NOTARY PUBLIC Thonwn Surveying Ltd. CLIENT: PULTE HOME CORPORATION DSGN. TITLE PROJECT N0. lilt AUTUMN CREEK 3855PS 9575 W. Higgins Rood. Suite 850 ILLINOIS DIVISION DWN. PMR Rosemont. I 6 CHKD. DMs � TEL: (847) 318-9790 1901 NORTH ROSELLE ROAD SHEET I OF I FAX: (847) 318-9792 SUITE 10001 PLAT OF VACATION DRAWING NO. pryonothomsonitd.com N0. DATE NATURE OF REVISION CHKD. SCALE: I' = 50 FEET © THOMSON SURVEYING, LTD., 2011 SCHAUMBURG, IL 60195 FILE NAME H:\DGN\3855PS\VACATION\3855-VACATION.2d I DATE: 11-23-10 YORKVILLE, ILLINOIS 3855-VACATION.2D - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EI a Engineering Enterprises, October 26, 2011 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 300 Game Farm Road Yorkville. IL 60560 Re: Autumn Creek Subdivision a Resubdivision of Unit 1 ,Final Engineering Plan Review United City of Yorkville, Kendall County, Illinois Dear Ms. Barksdale-Noble: We are in receipt of the following for the above referenced project: • Engineering Improvement Plans revised October 2, 2011 prepared by HR Green • Engineer's Opinion of Probable Construction Costs dated October 17, 2011 prepared by HR Green • Landscape Plan dated October 3, 2011 prepared by Gary R. Weber Associates, Inc. • Final Plat of Resubdivision revised September 30, 2011 prepared by Thomson Surveying Ltd • Unit 1 Plat of Vacation dated November 23, 2010 prepared by Thomson Surveying Ltd Our review of these plans is to generally determine their compliance with local ordinances and whether the improvements will conform to existing local systems and equipment; This review and our comments do not relieve the designer from his duties to conform to all required codes, regulations, and acceptable standards of engineering practice. Engineering Enterprises, Inc.'s review is not intended as an. in-depth quality assurance review, we cannot and do not assume responsibility for design errors or omissions in the plans. As such, we offer the following comments: ineering Plans and EOPCC 1. Comments from YBSD should be provided upon receipt. 2. The existing storm, structure on Sage Court should be labeled as 530 in lieu of 529 (C- 002) 52 Wheeler Ro ad, Sugar Grove, IL 60554 - (630) 466-6700 tel - (630) 466-6701 fax - www.eeiweb.com Ms. Barksdale-Noble October 26, 2011 Page 2 of 2 3. It appears the proposed storm sewer structure no. 1 would have 3 sump connections. The callout should be revised accordingly (C-007). 4. The storm sewer tags for structures no. 13 and 15 are reversed (C-007). 5. The spot grade of 943.95 on lot 15 appears to be incorrect (C-007). 6. It appears the some of the driveway slopes are exceeding the maximum allowed slope of 8% (C-007). Tlic cross sections on sheet G-005 propose driveway slopes between 3% and 7%. 7. The following items should be added to the Engineer's Opinion of Probable Construction Costs (EOPCC): • Pavement patching All soil erosion and sedimentation control items (i.e. rip rap, erosion blanket, etc.) • Parkway trees and sod as shown on the landscaping plan. • It is understood that the costs shown are above and beyond what was originally approved and bonded. Landscape Plans 8. Lot numbers should be provided on the plans. The developer should provide the requested information and make the necessary revisions and submit two (2) sets of plans for further review. If you Have any questions regarding the above or if you require additional information, please feel free to contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. Bradley P. Sanderson, P.E. Vice President pc: Mr. Bart Olson, City Administrator Mr. Eric Dhuse, Director of Public Works Ms. Lisa Pickering, Deputy Clerk Mr. Kenneth Huhn, HR Green Mr. Joe Marx, Pulte Homes JWF, EEI G:'%'uhiiclYorttv!!e,12011t.Y01135-0 Autumn Creek-Unit 1 Final Engineenng Flans ReviewV.Joc I HRGreen November 1 2011 Mr. John Frerich Walter E. Deuchler Associates Inc. 230 Woodlawn Avenue Aurora, Illinois 60506 RE: Autumn Creek Subdivision a Resubdivision of Unit 1 Final Engineering Plan Review United City of Yorkville, Kendall County, Illinois Project No. 88100362 Dear Mr. Frerich: We have received your comment letter dated October 30, 2011 regarding the above referenced project. Below is a point-by-point response to that letter. Attached are two (2) copies of the revised plans as per your request. Cover Sheet Comment 1: The contact information for the Yorkville-Bristol Sanitary District should be corrected to reflect the proper spelling of your name. Response is The name has been corrected. Sheet G-003 Comment 2: The Sanitary Sewer Notes (YBSD Specifications) are the old December 2004 version and need to be replaced with the current October 2006 version. Response 2: The specifications have been updated. Sheet G-008 Comment 3: The following YBSD detail needs to be added to the plans: "Cast Iron Cleanout Cover". This is available on the District's website at www.ybsd.orq. Response 3: The detail has been added to sheet G-009. HRGreen.com 630.553.756n x 63V 553 7646 840.728 7805 Mr. John Frerich Walter E. Deuchler Associates, Inc. Autumn Creek Subdivision a Resubdivision of Unit 1 November 1, 2011 Page 2 Sheets C-004-C-005 Comment 4: A few sanitary sewer cleanouts appear to be located within or adjacent to proposed driveways. A cast iron cleanout cover is required within pavement in accordance with Article 5.13 (0 of the Standard Specifications for Sanitary Sewer Construction in the YBSD. A note should be added to these sheets referring to the "Cast Iron Cleanout Cover" detail on Sheet G-008. Response 4 A note has been added to the cleanout for lots 20 and 29. Comment 5: No IEPA permit application is required. Response 5: Acknowledged. Comment 6: All Annexation and IPF fees associated with this development have been paid in full as part of the previously approved plans and IEPA permit applications. However, YBSD connection permits and fees for the individual services may still be required prior to issuing a building permit for each lot. Response 6: Acknowledged. If you have any questions or require any additional information, please contact me at 630-708-5042. Sincerely, HR Green, Inc. Kenneth M. Huhn, P.E. KMHljmk Attachment cc: Krysti Barksdale-Noble, United City of Yorkville (2 plans) Kevin Collman, Yorkville — Bristol Sanitary District (1 plan) Bradley Sanderson, EEI (1 plan) Jake Daab, Pulte Homes (1 plan reduced) Joe Marx, Pulte Homes (1 plan reduced) 0:18 8 1 003 6 21Design\CorrYtr-comment-frerich-110111.docx HRGreen November 1, 2011 Mr. Bradley Sanderson Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, IL 60554-9595 RE: Autumn Creek Subdivision a Resubdivision of Unit 1 Final Engineering Plan Review United City of Yorkville, Kendall County, Illinois Project No. 88100362 Dear Mr. Sanderson: We have received your comment letter dated October 23, 2011 regarding the above referenced project. Below is a point-by-point response to that letter. Engineerina Plans and EOPCC Comment 1: Comments from YBSD should be provided upon receipt. Response 1: The comments have been received. Our response letter to the comments is attached. Comment 2: The existing storm structure on Sage Court should be labeled as 530 in lieu of 529 (C-002). Response 2: The storm tag has been corrected. Comment 3: It appears the proposed storm sewer structure no. 1 would have 3 sump connections. The callout should be revised accordingly (C-007). Response 3: The storm tag has been revised to include the NE sump connection. Please note that the NW connection intended for lot 21 has been moved to the next downstream manhole. Comment 4: The storm sewer tags for structures no. 13 and 15 are reversed (C-007). HRGreen.com 630,5517560 630.553.7646 oc:800,728 7805 Mr. Bradley P. Sanderson Engineering Enterprises, Inc. Autumn Creek Subdivision a Resubdivision of Unit 1 November 1, 2011 Page 2 Response 4 The storm tags have been corrected. Comment 5: The spot grade of 643.95 on lot 15 appears to be incorrect (C-007). Response 5: The elevation has been corrected to 646.43. Comment 6: It appears that some of the driveway slopes are exceeding the maximum allowed slope of 8% (C-007). The cross sections on sheet G-005 propose driveway slopes between 3% and 7%. Response 6: A Driveway Slope Calculation Table has been added to sheet G-009 for your reference. The maximum proposed driveway slope is 8% in accordance with City Ordinance. The range of 3% to 7% is optimal but the lots above 7% could not be lowered due to existing grading constraints. Please note that the T/F for lot 5 has been lowered to 649.90. Comment 7: The following items should be added to the Engineer's Opinion of Probably Construction Costs (EOPCC): • Pavement patching • All soil erosion and sedimentation control items (I.E. rip rap, erosion blanket, etc.) • Parkway trees and sod as shown on the landscaping plan. • It is understood that the costs shown are above and beyond what was originally approved and bonded. Response 7: Pavement patching, rip rap, and erosion blanket have been added to the EOPCC. Please note that parkway trees and sod were included in the originally approved bond. Landscape Plans Comment 8: Lot numbers should be provided on the plans. Response 8: Lot numbers have been added to the plans. Mr. Bradley P. Sanderson Engineering Enterprises, Inc. Autumn Creek Subdivision a Resubdivision of Unit 1 November 1, 2011 Page 3 If you have any questions or require any additional information, please contact me at 630-708-5042. Sincerely, HR Green, Inc. Kenneth M. Huhn, P.E. KMH/jmk Attachment cc: Krysti Barksdale-Noble, United City of Yorkville (2 plans) Kevin Collman, Yorkville — Bristol Sanitary District (1 plan) John Frerich, Walter E. Deuchler Associates Inc. (2 plans) Jake Daab, Pulte Homes (1 plan reduced) Joe Marx, Pulte Homes (1 plan reduced) 0:1881003621DesignlCorrl tr-comment-sanderson-1 10111.docx AUTUMN CREEK SUBDIVISION IA-RESUBDNISION i UNITED CITY OF YORKVILLE HR GREEN 11 JOB NUMBER:80100362 PLAN SET DATE:10-31.11 DATE:10-31-11 H RG reen ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COSTS PAY ITEM UNITS UNIT COST QUANTITY COST 1.00 REMOVALS 1.20 REMOVE CONCRETE CURB AND GUTTER LIN.FT. $ 10.00 950 S D,500 00 1.30 REMOVE STORM SEWER-15" LIN.FT. S 20.00 123 $ 2,460.00 1.31 REMOVE STORM STRUCTURE EACH $ 1 000.00 1 S 1,000,00 1.40 REMOVE 4'WATER SERVICE LIN.FT. 1 3 1000 977 $ 9.770.00 1.41 REMOVE 4'VALVE AND VALVE BOX EACH S 200.00 7 3 1,400.00 1.42 REMOVE FLUSHING HYDRANT EACH 3 200.00 7 $ 1,400,00 1.43 REMOVE WATER SERVICE WITH B-BOX AND CAP CORPORATION STOP EACH $ 350.00 92 $ 32 200.00 1.50 REMOVE SANITARY MANHOLE EACH $ 1 OD0,D0 3 S 3.000.00 1.51 REMOVE SANITARY SEWER AND EXISTING CLEANOUT LIN FT S 15.00 912 S 13,680.00 i$(1 REMOVE EXISTING ELECTRICALCABLE-LIGHTING LIGHTPOLES LIN.FT. S 4,00 3381$ 1,352.00 00 Sub-Total Is 75;7 PAY ITEM UNITS UNIT COST QUANTITY COST 2.00 ROADWAY CONSTRUCTION CONCRETE 2.01 COMBINATION CONCRETE CURB AND GUTTER,TYPE B�6.12 LIN.FT. 3 15.00 950 3 14,250.00 202 CLASS D PATCHES TYPF IV 5U YI 40 a0 2T0 5 5A00 00 2.00 Sub-TOMI ZZ, PAY ITEM UNIT UNIT COST QUANTITY COST 3.00 STORM SEWER CONSTRUCTION 3.01 STORM SEWERS,CLASS B,HOPE,6' LIN.FT. $ 20.00 198 S 3,960.00 3.02 STORM SEWERS.CLASS A.TYPE 2.15' LIN.FT. 5 25.00 120 S 3.200.00 103 END SECTION W WITH HEADWALL EACH $ 800.00 4 S 3,200.00 -04 STONE RIPRAP CLASS A3 50 YD 5 850-0 4 5 940 00 3 05 TEMPORARY SILTATION FABRIC INSTALLATION BETWEEN}INLET FRAME AND LIE) EACH E 25 00 31 S 775 UO 3.06 MANHOLE.TYPE A.4'DIAMETER.T1 F CL EACH S 2,500 00 4 S 101300.00 3 07 INLET,TYPE A,2'DIAMETER.T1 F CL EACH S 1,200.00 1 4 S 4,800.00 3 08 EXISTING STORM CONNECTION AT STRUCTURE EACH S 80000 1 3 000.00 3 09 SUMP PUMP CONNECTION AT STRUCTURE WITH 4' PVC STUN I EACH IS 350.001 31 S 10.850.00 3.00 Sub-Total 37,925W PAY ITEM UNIT UNIT COST QUANTITY COST 4.00 WATER MAIN CONSTRUCTION 4.01 CORPORATION STOP,SERVICE CONNECTION EACH S 300.00 17 S 5100.00 4.02 1 112-INCH COPPER WATER SERVICE-OPEN TRENCH LIN.FT. S 20.00 88 S 1,760.00 4.03 1 112-INCH COPPER WATER SERVICE-DIRECTIONALLY DRILLED LIN.FT. $ 65.00 488 $ 31,720.00 4.04 CURB STOP EACH S 500.00 17 S 8,500.00 4 05 DISCONNECT 4"SERVNE AT MAIN AND INSTALL MJ CAP AT TEE EACH S 600.00 7 3 4,200.00 4,00 Sub-Total 51,280.0 PAY REM UNIT UNIT COST QUANTITY COST 5.00 SANITARY SEWER IMPROVEMENTS 5.01 6-INCH SDR 26 PVC,SANITARY SEWER-OPEN TRENCH LIN.FT. S 35.00 109 3 3 815.DD 5.02 6-INCH SOR 26,PVC SANITARY SEWER-DIRECTIONALLY DRILLED LIN.FT. S 75.00 321 $ 24,D75.00 5.03 8-INCH SDR 26 PVC,SANITARY SEWER LIN FT. S 40.00 9 3 360.00 5.04 CONNECTION TO EXISTING SANITARY SEWER EACH 3 1,000.00 1 $ 1,000.00 505 MANHOLE TYPE A,4'DIAMETER.TYPE 1 F&G EACH $ 3.500.00 1 $ 3,500,00 5.06 EXISTING SEWER CONNECTION AT MAIN-'9NSERTA TEE' EACH 3 400.00 4 $ N't, 5.0 Sub To1a1 34,350.00 11/112011 OPC_AulumnCreek_Resub-2011-10.31 Page 1 of 2 AUTUMN CREEK SUBDIVISION 1A-RESUBDIVISION f s ORKVILLE UNITED CITY OF Y e HR GREEN JOB NUMBER:56100362 A.!wx — PLAN SET DATE:10-31.11 H RG peen DATE;10-31.11 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COSTS PAY ITEM I UNIT I UNIT COST I QUANTITY I COST 6.00 MISCELLANEOUS IMPROVEMENTS 601 CABLE INSTALLATION•LIGHTING LIN FT 5 8.00 602 S 4.816.00 6 02 SILT FILTER FENCE LIN.FT S 2.50 1 4.693 f 11,732.50 6.00 Sub-Total 16 .50 PAY ITEM UNIT UNIT COST QUANTITY I M11.692 7,00 LANDSCAPING IMPROVEMENTS 7.01 RESTORATION OF DISTURBED AREAS ACRE S 5.000.00 0.10 f .00 701 EROSION!CONTROL BLANKET 50 YO 5 2 DD 33D 0 S 00 7.02 TEMPORARY SEEDING-PAD AREA ACRE f 1.000 D0 11.7 f .59 7.00 Sub-Total 0 PAY ITEM UNIT 1 UNIT COST 1 QUANTITY COST 8.00 SITE LIGHTING 8.01 REMOVE AND RELOCATE EXISTING LIGHTPOLE WITH NEW BASE FOUNDATION FOOTING LUMP is 1,200.00 1 11S 1.200.00 8.00 Sub-Tout IS 1,200:00 1.00 REMOVALS 75750.00 2.00 ROADWAY CONSTRUCTION 650-DO 3.00 STORM SEWER CONSTRUCTION 4.00 WATER MAIN CONSTRUCTION f 37 925.00 51 80 5.00 SANITARY SEWER IMPROVEMENTS S 31 50.0.00 0 6.00 MISCELLANEOUS IMPROVEMENTS 7.00 LANDSCAPING IMPROVEMENTS 16 8.50 SOOAO 8.00 SITE LIGHTING f 1.200.00 SUBTOTAL COST $ 240215.50 CONTINGENCY(10%) $ 24,021.55 TOTAL COST(WITH CONTINGENCY) f 264,237.05 Project Assumptions/Notes/Comments: HRG tt not a Con[truetnon roil tmlmator or umank'u„n runii-ior.n,a%hould HRG'S r.ndCnng an opinion of pnobahh evnmrWI.On colt,tk cons[drr,d rgidUdVnt r„the nalur,and txitnt of wruc,., u,mtrue[iun rum rsumatm of tonsiruao+n rontraCtur would prutidt HR(:S'opinion will bt hard a Icl%upt+n hn or htr,twn expericnet with eonmrucuon 7hit tvquirtt HRG Io malt a numhcr,d atsumptalns ati m ar[ne[Cundmnm that will N rnarom.Trd on sue:IN sptn[ic dtutu+nt of uttkr design pn+Ietuonah[ngaltxd.[ht mtan+arhl tntthods of Con*iry I nth,cuntaattu[will,mploy.[hL rot[and I xunl of lahhn,equipment and matt rials iht contractor will[mploy.rnntracim%icehniquts in deft rmirnng print.and marLat condition•at tfk time.and oth[r factor•o+s r which HRG hat ne,svnuol Gotn ilk astumpuom which must M madt.HRG canruq guatanttc 1111 acturar "I li or htr opinu+ns of Cott.And in Tt'co}mto+n of that fart.ilk CLIENT w.ms s ant datm ag,unu HRU rt Iatlst m[hc acrUrety of H RG"5 opinion of piohahlt c,,nunvvnt,n ca.t ITEMS TO NOTE: 1) ALL BENDS AND OR ADDITIONAL FIT71NGS REQUIRED FOR THE PROPOSED ALIGNMENT OF BOTH WATER AND SEWER CONSTRUCTION ARE TO BE CONSIDERED INCIDENTIAL TO THE CONTRACT AND NO FURTHER REIMBURSEMENT OR CHANGE ORDER WILL BE ALLOWED. 2)TRENCH BACKFILL TO BE CONSIDERED INCIDENTIAL TO THE CONTRACT 3}4'SOLID PVC STUB TO BE INCLUDED WITHIN SUMP CONNECTION-5'MIN LENGTH OR PER PLAN LOCATION 41 RESTORE DISTURB AREAS TO ORIGINAL CONDITIONS INCLUDING TOPSOIL,SEED,PLANTINGS.AND EROSION CONTROL MEASURES 51 HMA SURFACE COURSE IS NOT INCLUDED IT WAS INCLUDED IN LETTER OF CREDIT FOR ORIGINAL PHASE 1 E PARKV'dAY TREFS AND SOO INCLUDED IN LETTER OF CRF DIT XOR ORIGINAI PHASE 1 11!112011 OPC_AulumnCreek_Re$uh-2011-10-31 Page 2 of 2 UNITED CITY OF YORKVILLE SPECIAL SERVICE AREA NO.2005-108 PULTE HOMES-MANDATORY PREPAYMENT AGGREGATE PARCEL TOTAL PRINCIPAL $1,774,868.17 PRINCIPAL QUOTIENT 12.4982% MAXIMUM SPECIAL TAX Required Amount to Maintain 110%Coverage $1,101,024 Reduced Amount $963,416 OUTSTANDING PRINCIPAL $14,321,000 $1,789,866.00 CREDIT FOR SPECIAL TAXES PAID NOT YET APPLIE ($14,997.83 PREMIUM $0.00 PRINCIPAL TO BE CALLED $1,774,868.17 REDEMPTION PREMIUM 0.0000% DEFEASANCE(THROUGH 03/01/2012) $0.00 INTEREST $429,630 $53,695.98 REINVESTMENT $0.00 $0.00 CREDIT FOR SPECIAL TAXES PAID NOT YET APPLIEE $0.00 ($53,695.98) LEVY YEAR 2011/COLLECTION YEAR 2012[1] $0.00 $0.00 FEES $100.00 ADMINISTRATIVE FEES $100.00 RESERVE FUND CREDIT $0.00 RESERVE FUND CREDIT[2] $0.00 PREPAYMENT AMOUNT: $1,774,968.17 VALID THROUGH: 01/15/2012 [1] The City Council is scheduled to adopt the 2011 abatement ordinance on December 13,2011, A special tax may be collected by Kendall County in 2012. This special tax must be paid in full prior to the recording of a Satisfaction of Lien. This special tax will be refunded to the property owner upon confirmation of payment from Kendall County. [2] No Reserve Fund Credit per the United City of Yorkville SSA No. 2005-108 Special Tax Roll and Report. UNITED CITY OF YORKVILLE SSA NO.2005-108:SERIES 2006 DEBT SERVICE-CURRENT COVERAGE Ending 311 Principal Revised Debt Service Principal% Called- Called- Pending Call- Admin Reserve Bond Year Original Sinkin Fund Pre Prepayments Mandato Outstandin Total Rate Interest P+1 Ori final Revised Delta Expenses Earnin s Max Taxes Coverage 2087 $0 $0 $0 $9 $0 $g 6.90% $796;437 $786;437 8-.809/% 9994,6 8.809/ NA NA NA NA 2993 $9 $9 $9 $g $9 89 69996 $898;899 $898;809 0009; g,09% 9:8946 NA NA NA NA 2909 $69,800 ($65,890) $9 ;60 $0 $66;000 6.90% W8,670 $876;679 9h39h 99gW 0439/ NA NA NA NA 2049 $83996 ($82;999) ($3,988) $0 so $83000 6.999; $879329 $962,,320 0669; 9.994 066% NA NA NA NA 2044 $192;986 ($99;099] ($3;999) $9 $9 $192;909 689% $865209 $964289 9:68% 999% 9:68% NA NA NA NA 2012 $123,000 $0 ($3,000) $0 $120,000 $123,000 6.00% $859,260 $979,260 0.82% 0.84% -0.02% $21,671 $0 $1,088,841 1.09 2013 $144,000 $0 ($4,000) $0 $140,000 $144,000 6.00% $852,060 $992,060 0.96% 0.98% -0.02% $21,996 $0 $977,867 0.99 2014 $168,000 $0 ($4,000) $0 $164,000 $168,000 6.00% $843,660 $1,007,660 1.12% 1.15% -0.02% $22,326 $0 $992,535 0.98 2015 $193,000 $0 ($5,000) $0 $188,000 $193,000 6.00% $833,820 $1,021,820 119% 1.31% -0.02% $22,661 $0 $1,007,423 0.99 2016 $220,000 $0 ($6,000) $0 $214,000 $220,000 6.00% $822,540 $1,036,540 1.47% 1.49% -0.03% $23,001 $0 $1,022,534 0.99 2017 $248,000 $0 ($7,000) $0 $241,000 $248,000 6.00% $809,700 $1,050,700 1.66% 1.68% -0.03% $23,346 $0 $1,037,872 0.99 2018 $279,000 $0 ($7,000) $0 $272,000 $279,000 6.00% $795,240 $1,067,240 1.86% 1.90% -0.04% $23,696 $0 $1,053,440 0.99 2019 $312,000 $0 ($8,000) $0 $304,000 $312,000 6.00% $778,920 $1,082,920 2.08% 2.12% -0.04% $24,051 $0 $1,069,242 0.99 2020 $346,000 $0 ($10,000) $0 $336,000 $346,000 6.00% $760,680 $1,096,680 2.31% 2.35% -0.04% $24,412 $0 $1,085,281 0.99 2021 $384,000 $0 ($11,000) $0 $373,000 $384,000 6.00% $740,520 $1,113,520 2.56% 2.60% -0.04% $24,778 $0 $1,101,560 0.99 2022 $423,000 $0 ($12,000) $0 $411,000 $423,000 6.00% $718,140 $1,129,140 2.82% 2.87% -0.05% $25,150 $0 $1,118,083 0.99 2023 $465,000 $0 ($13,000) $0 $452,000 $465,000 6.00% $693,480 $1,145,480 3.10% 3.16% -0.05% $25,527 $0 $1,134,854 0.99 2024 $510,000 $0 ($15,000) $0 $495,000 $510,000 6.00% $666,360 $1,161,360 3.40% 3.46% -0.05% $25,910 $0 $1,151,877 0.99 2025 $558,000 $0 ($16,000) $0 $542,000 $558,000 6.00% $636,660 $1,178,660 3.72% 3.78% -0.06% $26,299 $0 $1,169,155 0.99 2026 $610,000 $0 ($16,000) $0 $594,000 $610,000 6.00% $604,140 $1,198,140 4.07% 4.15% -0.08% $26,693 $0 $1,186,692 0.99 2027 $664,000 $0 ($19,000) $0 $645,000 $664,000 6.00% $568,500 $1,213,500 4.43% 4.50% -0.07% $27,094 $0 $1,204,492 0.99 2028 $722,000 $0 ($20,000) $0 $702,000 $722,000 6.00% $529,800 $1,231,800 4.82% 4.90% -0.08% $27,500 $0 $1,222,559 0.99 2029 $784,000 $0 ($22,000) $0 $762,000 $784,000 6.00% $487,680 $1,249,680 5.23% 5.32% -0.09% $27,913 $0 $1,240,897 0.99 2030 $849,000 $0 ($23,000) $0 $826,000 $849,000 6.00% $441,960 $1,267,960 5.67% 5.77% -0.10% $28,331 $0 $1,259,510 0.99 2031 $919,000 $0 ($25,000) $0 $894,000 $919,000 6.00% $392,400 $1,286,400 6.13% 6.24% -0.11% $28,756 $0 $1,278,403 0.99 2032 $993,000 $0 ($28,000) $0 $965,000 $993,000 6.00% $338,760 $1,303,760 6.63% 6.74% -0.11% $29,188 $0 $1,297,579 1.00 2033 $1,072,000 $0 ($30,000) $0 $1,042,000 $1,072,000 6.00% $280,860 $1,322,860 7.16% 7.28% -0.12% $29,626 $0 $1,317,043 1.00 2034 $1,157,000 $0 ($32,000) $0 $1,125,000 $1,157,000 6.00% $218,340 $1,343,340 712% 7.86% -0.13% $30,070 $0 $1,336,799 1.00 2035 $1,246,000 $0 ($35,000) $0 $1,211,000 $1,246,000 6.00% $150,840 $1,361,840 8.32% 8.46% -0.14% $30,521 $0 $1,356,851 1.00 2036 $1,341,000 $0 ($38,000) $0 $1,303,000 $1,341,000 6.00% $78,1801 $1,381.1801 8.95% 9.10% -0.15% $30,979 $0 $1,377204 1.00 TOTAL $14,980,000 ($246,000) ($413,000) $0 $14,321,000 $14,980,000 $19,211,727 $33,713,727 100.00% 100.00% -0.00% UNITED CITY OF YORKVILLE SSA NO.2005.108:SERIES 2006 DEBT SERVICE-PROPOSED COVERAGE Ending 311 Principal Revised Debt Service Principal% Called- Called- Pending Call- Admin Reserve Bond Year Original Sinking Fund Prepayments Mandatory Outstanding Total Rate Interest P+I Original Revised Delta Expenses Earnings Max Taxes Covera e 2907 $9 $9 $B 690% $796,437 $796,437 089% 090% 8.89% NA NA NA NA 2488 $0 $9 89 699% $898;890 $898,809 9903; 9.994; 0-099; NA NA NA NA 2009 $65,900 ($66,999) $g $66,,900 6.90% $878,970 $878679 OA89G 0999; 033% NA NA NA NA 2939 $83999 ($829g9) ($1,00g) $0 $83000 6.909; $879;429 $952;320 946% 9.98% 0-66% NA NA NA NA 2914 $192,800 ($99,809) ($3,909) $9 $0 $192;090 680% $866,290 $964209 9.98% 009% 9.98% NA NA NA NA 2012 $123,000 $0 ($3,000) $0 $120,000 $123,000 6.00% $752,820 $872,820 0.82% 0.96% -0.14% $21,671 $0 $963,416 1.08 2013 $144,000 $0 ($4,000) ($17,000) $123,000 $144,000 6.00% $745,620 $868,620 0.96% 0.98% -0.02% $21,996 $0 $977,867 1.10 2014 $168,000 $0 ($4,000) ($20,000) $144,000 $168,000 6.00% $738,240 $882,240 1.12% 1.15% -0.03% $22,326 $0 $992,535 1.10 2015 $193,000 $0 ($5,000) ($23,000) $165,000 $193,000 6.00% $729,600 $894,600 129% 1.32% -0.03% $22,661 $0 $1,007,423 1.10 2016 $220,000 $0 ($6,000) ($26,000) $188,000 $220,000 6.00% $719,700 $907,700 1.47% 1.50% -0.03% $23,001 $0 $1,022,534 1.10 2017 $248,000 $0 ($7,000) ($30,000) $211,000 $248,000 6.00% $708,420 $919,420 1.66% 1.68% -0.03% $23,346 $0 $1,037,872 1.10 2018 $279,000 $0 ($7,000) ($35,000) $237,000 $279,000 6.00% $695,760 $932,760 1.86% 1.89% -0.03% $23,696 $0 $1,053,440 1.10 2019 $312,000 $0 ($8,000) ($39,000) $265,000 $312,000 6.00% $681,540 $946,540 2.08% 2.11% -0.03% $24,051 $0 $1,069,242 1.10 2020 $346,000 $0 ($10,000) ($43,000) $293,000 $346,000 6.00% $665,640 $958,640 2.31% 2.34% -0.03% $24,412 $0 $1,085,281 1.10 2021 $384,000 $0 ($11,000) ($47,000) $326,000 $384,000 6.00% $648,060 $974,060 2.56% 2.60% -0.03% $24,778 $0 $1,101,560 1.10 2022 $423,000 $0 ($12,000) ($52,000) $359,000 $423,000 6.00% $628,500 $987,500 2.82% 2.86% -0.04% $25,150 $0 $1,118,083 1.10 2023 $465,000 $0 ($13,000) ($57,000) $395,000 $465,000 6.00% $606,960 $1,001,960 3.10% 3.15% -0.04% $25,527 $0 $1,134,854 1.10 2024 $510,000 $0 ($15,000) ($62,000) $433,000 $510,000 6.00% $583,260 $1,016,260 3.40% 3.45% -0.05% $25,910 $0 $1,151,877 1.11 2025 $558,000 $0 ($16,000) ($68,000) $474,000 $558,000 6.00% $557,280 $1,031,280 3.72% 3.78% -0.05% $26,299 $0 $1,169,155 1.11 2026 $610,000 $0 ($16,000) ($74,000) $520,000 $610,000 6.00% $528,840 $1,048,840 4.07% 4.14% -0.07% $26,693 $0 $1,186,692 1.10 2027 $664,000 $0 ($19,000) ($81,000) $564,000 $664,000 6.00% $497,640 $1,061,640 4.43% 4.50% -0.06% $27,094 $0 $1,204,492 1.11 2028 $722,000 $0 ($20,000) ($88,000) $614,000 $722,000 6.00% $463,800 $1,077,800 4.82% 4.89% -0.07% $27,500 $0 $1,222,559 1.11 2029 $784,000 $0 ($22,000) ($95,000) $667,000 $784,000 6.00% $426,960 $1,093,960 513% 5.32% -0.08% $27,913 $0 $1,240,897 1.11 2030 $849,000 $0 ($23,000) ($103,000) $723,000 $849,000 6.00% $386,940 $1,109,940 5.67% 5.76% -0.09% $28,331 $0 $1,259,510 1.11 2031 $919,000 $0 ($25,000) ($111,000) $783,000 $919,000 6.00% $343,560 $1,126,560 6.13% 6.24% -0.11% $28,756 $0 $1,278,403 1.11 2032 $993,000 $0 ($28,000) ($120,000) $845,000 $993,000 6.00% $296,580 $1,141,580 6.63% 6.73% -0.11% $29,188 $0 $1,297,579 1.11 2033 $1,072,000 $0 ($30,000) ($129,000) $913,000 $1,072,000 6.00% $245,880 $1,158,880 7.16% 7.28% -0.12% $29,626 $0 $1,317,043 1.11 2034 $1,157,000 $0 ($32,000) ($139,000) $986,000 $1,157,000 6.00% $191,100 $1,177,100 7.72% 7.86% -0.13% $30,070 $0 $1,336,799 1.11 2035 $1,246,000 $0 ($35,000) ($150,000) $1,061,000 $1,246,000 6.00% $131,940 $1,192,940 8.32% 8.46% -0.14% $30,521 $0 $1,356,851 1.11 2036 $1,341,000 $0 ($38,000) ($165,000) $1,138,000 $1,341,000 6.00% $68,280 $1,206,280 8.95% 9.07% -0.12% $30,979 $0 $1,377204 1.11 TOTAL $14,980,000 ($246,000) ($413,000) ($1,774,000) $12,547,000 $14,980,000 $17,352,147 $30,080,147 100.00% 100.00% -0.00% EXISTING DEVELOPMENT Levy Year Total Dwelling 2010 2010 Classification Units Special Tax Special Taxes [1] Single Family Dwelling Units 309 ^$2,091.00 ^$646,119.00 [2]Townhome Dwelling Units 249 $1,778.00 $442,722.00 [3] Prepaid Single Family Dwelling Units 8 $0.00 $0.00 [4] Prepaid Townhome Dwelling Units 8 $0.00 $0.00 [5] Lost Townhome Dwelling Units 1 $0.00 $0.00 ------------------ ------------------ ------------------ TOTAL 575 n/a $1,088,841.00 PENDING DEVELOPMENT Levy Year Total Dwelling 2010 2010 Classification Units Special Tax Special Taxes [1] Single Family Dwelling Units 340 $2,091.00 $710,940.00 [2]Townhome Dwelling Units 142 $1,778.00 $252,476.00 [3] Prepaid Single Family Dwelling Units 8 $0.00 $0.00 [4] Prepaid Townhome Dwelling Units 8 $0.00 $0.00 [5] Lost Townhome Dwelling Units 1 $0.00 $0.00 ------------------ ------------------ ------------------ TOTAL 499 n/a $963,416.00 MEMORANDUM September 30,2011 To: Kristi Barksdale-Noble,Community Development Director, United City of Yorkville From: Jake Daab, Land Acquisition Manager, Pulte Homes Re: Analysis of HOA assessments as a result of Resubdivision of Unit 1A,Autumn Creek Subdivision, Yorkville, IL HOA Attached as Exhibit"A"the "summary sheet" illustrating the current(2011) budget for the Autumn Creek Homeowner's Association and the proposed 2012 budget for same. As Pulte remains the Declarant for the HOA, and has not turned it over to a Resident board,the contemplated resubdivision and change in unit count was anticipated in the 2011 budget,with no significant increase from the prior years' budgets,and is reflected in the 2012 budget as well.While the current draft of the 2012 budget shows a decrease in per-house HOA contribution,due to a recalculation of capital reserve requirements, we anticipate the final 2012 budget to show a one-percent(1%) increase in per-house contribution. Operating Budget 2011 AUTUMN CREEK HOA 416ATH12.xlsx Last Updated: 9/30/2011 SUMMARY SHEET 2012 2011 Operating Reserves Total Total +/- %Increase Total Expenses: 96,017.50 96,017.50 95,422.50 595.00 0.62% Reserve Expenses: 9,390.00 9,390.00 3,346.00 6,044.00 Less,Other Income: - - - - #DIV/0! Less Financial - - - - Total Cash Required: 96,017.50 9,390.00 105,407.50 98,768.50 6,639.00 6.30% 1%Equals: 960.18 93.90 1,054.08 987.69 66.39 0.06% Monthly Average Assessment per Unit: 226.99 22.20 249.19 256.54 (7.35) -2.95% Total Units: 423 Adopted: Total to be built: S.F.Phase 1 168 S.F.Phase 1 replat 31 S.F. Phase 2 74 Condominiums 150 Total 423 POSSIBLE addition of 75 lots North of Kennedy in the future Board President: Date: Page 1 of 2 Summary Page &Q—,roP T� ,.,_,. .,[ s, ,4C STATE OF ILLINOIS ) ss. COUNTY OF KENDALL ) Ordinance No. 2011- AN ORDINANCE OF THE UNITED CITY OF YORKVILLE,KENDALL COUNTY,ILLINOIS, APPROVING THE SECOND AMENDMENT TO THE PLANNED DEVELOPMENT AGREEMENT FOR UNIT 1 OF THE AUTUMN CREEK SUBDIVISION WHEREAS, the United City of Yorkville (the "City") is a duly organized and validly existing non home-rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and, WHEREAS, a Planned Development Agreement (the "Original Agreement") for the Autumn Creek Subdivision was approved on the 12th day of April 2005 and subsequently amended on the 13th day of July(the "First Amendment"); and, WHEREAS, Pulte Home Corp. (the "Petitioner") has filed an application to amend the Final Plat of Subdivision for Unit 1 of the Autumn Creek Subdivision for the purpose of replatting certain lots planned for townhome units that are now proposed for single-family detached units; and, WHEREAS, the Original Agreement had attached to it as Exhibit D the Final Plat of Subdivision which the Petitioner desires to amend to allow the development of the proposed single-family detached units; and, WHEREAS, the adoption of a revised Plat of Resubdivision as Exhibit D is pursuant to Section 10-13-5.1-12 a major change of the approved planed unit development and requires the Petitioner to submit the amendment to the process as a new planned unit development; and, WHEREAS, the Plan Commission convened and held a public hearing on the 9th day of November, 2011 to consider the amendment to the planned development to amend Exhibit D of the Original Agreement by adoption of a new Final Plat of Resubdivision; and, WHEREAS, the Plan Commission reviewed the development standards in Section 10- 13-7 and after said hearing the Plan Commission made a recommendation to approve the amendment to the Original Agreement as amended by the First Amendment by adoption of a new Exhibit D Final Plat of Resubdivision. 1 NOW, THEREFORE, BE IT ORDAINED by the City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. The above recitals are incorporated herein and made a part of this Ordinance. Section 2. That Exhibit D attached to the Original Agreement be and is hereby amended by deleting that Exhibit and adopting a new Exhibit D entitled AUTUMN CREEK P.U.D. UNIT lA FINAL PLAT OF RESUBDIVISION prepared by Thomson Surveying Ltd. dated September 30, 2011 attached hereto and made a part hereof by reference. Section 3. That the approval in Section 1 above is subject to compliance with the following: A. Landscaping Plan prepared by Gary R. Weber Associates, Inc. dated November 1, 2011 attached hereto and made a part hereof, B. Engineering Improvement Plans prepared by HRGreen with last revision date of October 2, 2011 attached hereto and made a part hereof, and C. All terms and conditions of the Original Agreement and First Amendment except as amended by this Second Amendment. Section 3. This Ordinance shall be in full force and effect upon its passage, approval, and publication as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this day of , A.D. 2011. CITY CLERK ROSE ANN SPEARS DIANE TEELING GEORGE GILSON JR. JACKIE MILSCHEWSKI CARLO COLOSIMO MARTY MUNNS CHRIS FUNKHOUSER LARRY KOT Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this day of 2011. MAYOR 2 STATE OF ILLINOIS ) ss. COUNTY OF KENDALL ) Ordinance No. 2011- AN ORDINANCE OF THE UNITED CITY OF YORKVILLE,KENDALL COUNTY,ILLINOIS, APPROVING THE AUTUMN CREEK P.U.D.UNIT IA FINAL PLAT OF RESUBDIVISION WHEREAS, the United City of Yorkville (the "City") is a duly organized and validly existing non home-rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and, WHEREAS, Pulte Home Corp. (the "Petitioner") has filed an application to amend the Final Plat of Subdivision for Unit 1 of the Autumn Creek Subdivision for the purpose of replatting certain lots planned for townhome units that are now proposed for single-family detached units; and, WHEREAS, the Plan Commission convened and held a public hearing on the 9th day of November, 2011, to consider the resubdivision of Unit 1 of Autumn Creek Subdivision after publication of notice and notice to property owners within five hundred (500) feet of the Subject Property; and, WHEREAS, the Plan Commission reviewed the standards set forth in Chapter 3 and 4 of Title 11 of the Yorkville Subdivision Control Ordinance and made a recommendation to the Mayor and City Council ("the Corporate Authorities") for approval of the resubdivision and the AUTUMN CREEK P.U.D. UNIT IA FINAL PLAT OF RESUBDIVISION. NOW, THEREFORE, BE IT ORDAINED by the City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. The above recitals are incorporated herein and made a part of this Ordinance. Section 2. That the Corporate Authorities hereby approve the AUTUMN CREEK P.U.D. UNIT IA FINAL PLAT OF RESUBDIVISION prepared by Thomson Surveying Ltd. dated September 30, 2011 attached hereto and made a part hereof by reference and authorize the Mayor, City Clerk and City Administrator to execute said Plat. 1 Section 3. This Ordinance shall be in full force and effect upon its passage, approval, and publication as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this day of , A.D. 2011. CITY CLERK ROSE ANN SPEARS DIANE TEELING GEORGE GILSON JR. JACKIE MILSCHEWSKI CARLO COLOSIMO MARTY MUNNS CHRIS FUNKHOUSER LARRY KOT Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this day of 2011. MAYOR 2 STATE OF ILLINOIS ) ) ss. COUNTY OF KENDALL ) Resolution No. 2011- A RESOLUTION OF THE UNITED CITY OF YORKVILLE,KENDALL COUNTY,ILLINOIS, APPROVING THE AUTUMN CREEK UNIT 1 PLAT OF VACATION WHEREAS, the United City of Yorkville (the "City") is a duly organized and validly existing non home-rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and, WHEREAS, Pulte Home Corp. has sought approval of a Final Plat of Resubdivision for Unit 1 of the Autumn Creek Subdivision that has resulted in the need to relocate public utility easements and the vacation of existing easements; and, WHEREAS, the City Council, upon approval of the Final Plat of Resubdivision for Unit 1 that will establish new public utility easements, hereby agrees to release the existing easements no longer required for the development of Unit 1. NOW, THEREFORE, BE IT RESOLVED by the City Council of the United City of Yorkville, Kendall County, Illinois, that the AUTUMN CREEK UNIT I PLAT OF VACATION prepared by Thomson surveying Ltd. dated November 23, 2010 attached hereto and made a part hereof by reference be and is hereby approved and that the Mayor and City Clerk are authorized to execute and file said Plat. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this day of , A.D. 2011. CITY CLERK ROSE ANN SPEARS DIANE TEELING GEORGE GILSON JR. JACKIE MILSCHEWSKI CARLO COLOSIMO MARTY MUNNS CHRIS FUNKHOUSER LARRY KOT I Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this day of 2011. MAYOR 2