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Economic Development Packet 2025 07-01-25
AGENDA ECONOMIC DEVELOPMENT COMMITTEE MEETING Tuesday, July 1, 2025 6:00 p.m. East Conference Room #337 651 Prairie Pointe Drive, Yorkville, IL Citizen Comments: Minutes for Correction/Approval: 1. April 1, 2025 – Special 2. May 6, 2025 New Business: 1. EDC 2025-46 Building Permit Reports for March – May 2025 2. EDC 2025-47 Building Inspection Reports for March – May 2025 3. EDC 2025-48 Property Maintenance Reports for March – May 2025 4. EDC 2025-49 Economic Development Reports for April – June 2025 5. EDC 2025-50 Project Cardinal – Pioneer (Data Center) – Annexation, Rezone, Preliminary PUD Plan, and PUD 6. EDC 2025-51 Kendall County Petition 25-04 – 1.5 Mile Review (Gorman and Zepelak) 7. EDC 2025-52 Heartland Meadows West – Final Plat 8. EDC 2025-53 Fox Haven (1115, LLC) – Final Plat Old Business: Additional Business: United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois 60560 Telephone: 630-553-4350 www.yorkville.il.us UNITED CITY OF YORKVILLE WORKSHEET ECONOMIC DEVELOPMENT COMMITTEE Tuesday, July 1, 2025 6:00 PM EAST CONFERENCE ROOM #337 --------------------------------------------------------------------------------------------------------------------------------------- CITIZEN COMMENTS: --------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------- MINUTES FOR CORRECTION/APPROVAL: --------------------------------------------------------------------------------------------------------------------------------------- 1. April 1, 2025 – Special □ Approved __________ □ As presented □ With corrections --------------------------------------------------------------------------------------------------------------------------------------- 2. May 6, 2025 □ Approved __________ □ As presented □ With corrections --------------------------------------------------------------------------------------------------------------------------------------- NEW BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- 1. EDC 2025-46 Building Permit Reports for March – May 2025 □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 2. EDC 2025-47 Building Inspection Reports for March – May 2025 □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 3. EDC 2025-48 Property Maintenance Reports for March – May 2025 □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 4. EDC 2025-49 Economic Development Reports for April – June 2025 □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 5. EDC 2025-50 Project Cardinal – Pioneer (Data Center) – Annexation, Rezone, Preliminary PUD Plan, and PUD □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 6. EDC 2025-51 Kendall County Petition 25-04 – 1.5 Mile Review (Gorman and Zepelak) □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 7. EDC 2025-52 Heartland Meadows West – Final Plat □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 8. EDC 2025-53 Fox Haven (1115, LLC) – Final Plat □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ -------------------------------------------------------------------------------------------------------------------------------------- ADDITIONAL BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Minutes Tracking Number Minutes of the Special Economic Development Committee – April 1, 2025 Economic Development Committee – July 1, 2025 Majority Committee Approval Minute Taker Name Department DRAFT Page 1 of 3 UNITED CITY OF YORKVILLE SPECIAL ECONOMIC DEVELOPMENT COMMITTEE Tuesday, April 1, 2025, 6:00pm East Conference Room #337 651 Prairie Pointe Drive, Yorkville, IL In Attendance: Committee Members Chairman Joe Plocher Alderman Chris Funkhouser Alderman Dan Transier Absent: Alderman Seaver Tarulis Other City Officials City Administrator Bart Olson Community Development Director Krysti Barksdale-Noble Planner I Sara Mendez Senior Planner David Hansen Code Official Pete Ratos Community Engagement & Marketing Coordinator Katelyn Gregory Other Guests Charlie Tarwater, QuickTrip Mike Holzer, Brenda Holzer Foundation Jen Rakas via Zoom The meeting was called to order at 6:00pm by Chairman Joe Plocher. Citizen Comments None Minutes for Correction/Approval March 4, 2025 The minutes were approved as presented. New Business (Items #5 and #6 were moved forward on the agenda) 5. EDC 2025-27 Quik Trip – Sign Variance Charlie Tarwater, Real Estate Manager with QuikTrip was present and gave a short overview of the sign variance request. He said a sign had been approved in 2023 as a Special Use and it was 7'10” and 54 square feet. It met the sign ordinance at that time. Since that time, an additional product with pricing has been added to the QuikTrip product lineup and adds 5” to the sign for 62 square feet. He said shrubs and landscaping would be used to screen the sign base. He compared sign sizes with other gas stations in the city which are larger than this request. Page 2 of 3 Alderman Funkhouser said he does not approve of a larger sign and that requirements were recently revised through the UDO process, however, he acknowledged the competitive factor. Alderman Transier had no objections and asked for a new draft of the sign showing premium materials. The materials for the base and possible heights and sign size were discussed and it was noted that with premium materials (such as brick and stone), a larger or taller sign could be allowed. David Hansen said staff supports the request due to nearby signs being larger. With committee approval, this moves to Public Hearing at PZC on April 9 and then to City Council. 6. EDC 2025-28 904 S. Bridge Street - Variance Ms. Mendez presented the background for this variance request from Mr. Mike Holzer to construct an office building for his non-profit organization. His request is to reduce the front-yard setback from 50 feet to 42 feet. The building would be situated on a lot on S. Bridge St. (Rt. 47). He has a limited space with the lot configuration and small size, but is meeting other setbacks and number of parking stalls. Nearby properties also have reduced setbacks. Alderman Funkhouser asked the purpose of the drive-through lane around the building and Mr. Holzer replied it was for weed control and ease in making an exit from the parking lot. This will also be addressed later said Mr. Ratos. He also noted that the Fire Department would require access behind the building. The committee supported this request and this petition is scheduled for a Public Hearing at PZC April 9th. (return to regular agenda order) 1. EDC 2025-23 Building Permit Report for February 2025 Mr. Ratos reported one single family detached permit, 14 commercial and 31 miscellaneous for the month. 2. EDC 2025-24 Building Inspection Report for February 2025 There were 256 inspections in February, said Mr. Ratos. 3. EDC 2025-25 Property Maintenance Report for February 2025 There were no hearings in February, but a couple complaints were addressed. He noted a trash dumping issue that they are investigating. 4. EDC 2025-26 Economic Development Report for March 2025 Katelyn Gregory reported on new business openings and a new venue--Blank SL8. They have a space for special events and they also want to promote supporting other small businesses in the city. Old Business: None Additional Business: Mr. Ratos gave a brief report on the status of Gerber Glass and the sewer issues concerning the project. He had spoken with Mr. Verne Henne and informed him there were dips and valleys in the sewer that would need to be corrected. Mr. Ratos said Gerber Glass may ask for some money to be refunded if they needed to do the repairs. He said that Gerber may have decided it is more financially prudent to work with Mr. Page 3 of 3 Henne rather than boring along Rt. 47, in order to move forward with this project. Alderman Funkhouser asked about the construction fence and screening that is in disrepair at the Gerber site. Mr. Ratos has spoken with them to rectify the situation. In another matter, Alderman Funkhouser said he noticed work being done at Whispering Meadows and that no Final Plat has been done to allow the work. Mr. Ratos will address this with the construction company following this meeting. There was no further business and the meeting adjourned at 6:21pm. Minutes respectfully submitted by Marlys Young, Minute Taker Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Minutes Tracking Number Minutes of the Economic Development Committee – May 6, 2025 Economic Development Committee – July 1, 2025 Majority Committee Approval Minute Taker Name Department DRAFT Page 1 of 5 UNITED CITY OF YORKVILLE ECONOMIC DEVELOPMENT COMMITTEE Tuesday, May 6, 2025, 6:00pm East Conference Room, #337 651 Prairie Pointe Drive, Yorkville, IL In Attendance: Committee Members Vice-Chairman Chris Funkhouser Alderman Dan Transier Absent: Alderman Seaver Tarulis, Alderman Joe Plocher Other City Officials City Administrator Bart Olson Assistant City Administrator Erin Willrett Community Development Director Krysti Barksdale-Noble Alderman Ken Koch Senior Planner David Hansen Planner 1 Sara Mendez City Consultant Lynn Dubajic Kellogg Katelyn Gregory, Economic Development Coordinator Other Guests Keith Landovitz Dale Konicek Kitty Moore Emily Anderson, Legacy Farms Ryan Anderson, Legacy Farms Bernie Weiler, Mickey, Wilson Dave Silverman, Mahoney, Silverman & Cross Matt McCarron, Pioneer Development Michael Konicek Michael Ball, Curran Contracting David Bossy, Mid-America Development John Bryan, Geneva Construction/Legacy Farms Kim Kaskel M. Gilbert Brett Stauffacher, Local 150 Via Zoom: Jen Rakas, Brad Sanderson, Katie Fraser, Sean R., Matt Gilbert, Anonymous The meeting was called to order at 6:03pm by Vice-Chairman Chris Funkhouser and he stated there was no quorum. Mr. Olson explained since only 2 of the 4 committee members were present, no votes or final action would be taken. He said the meeting would move forward with his presentation about data centers and the one for Cardinal Development, along with citizen comments and questions. Mr. Bernie Weiler said he represents some of the neighbors near the new development. He said when a public meeting is called to order with no quorum, the only action you can take is to adjourn the meeting. He said discussion of public business is a violation of the Open Meetings Act. Mr. Olson said he had cleared this action with the city attorney and said all discussion would be informational. Mr. Olson said he would be directing his comments about the properties to the west since many of the attendees present were represented by Mr. Weiler. Page 2 of 5 Presentation by Mr. Olson Overview: Mr. Olson provided a Power Point presentation with general information about the proposed data centers in Yorkville. They provide data storage, computing capacity and are needed for artificial intelligence and they appear as network racks with server space. He said several data center projects have already been approved. Yorkville has been chosen due to access to power generation, thousands of available acres and the ComEd substation can be expanded easily. Soo Farm wind farm has a terminus near Eldamain Rd. which serves as a giant electric line from wind farms in Iowa and terminates in Illinois into the substations. Data centers are an ideal land use, generate minimal noise and pollution, they do not generate children for the schools and they produce large amounts of tax revenue which helps the schools and tax base. Illinois also has incentive programs. They generate a low number of jobs, but they are higher paying. Specifics: There are 3,000 acres of properties interested in data centers. He pointed out where each proposed or approved data center project is located. Eldamain Rd. is the boundary between Yorkville and Plano, but the school districts have different boundaries. Some of the projects are in portions of the 2 districts and tax revenue will be divided. Tax Revenues: Electrical utility tax is paid by all on electric bills, including data centers. Mr. Olson shared figures of the substantial estimated tax that will be paid by Cyrus 1. He estimated $500,000 to $1 million per building. He said the current amount of revenue Yorkville receives from electrical utility tax is $750,000. Data centers also pay property taxes at the same rate as other properties. Mr. Olson explained that while personal property taxes cannot be eliminated, they could be reduced based on taxes received from the data centers or other taxes could be reduced. Mr. Olson said that developers indicate only 1 or 2 buildings will be built at a time with a buildout time of 10-20 years. Resident Concerns Mr. Olson said staff reached out to other agencies and to the biggest data center in the U.S. in Virginia with 300 buildings. The main issues were: power deficit, noise and new power lines. He said staff spoke with ComEd about power due to the potential of 3,000 acres of data center needs. ComEd is conducting some studies on usage and said capacity corridors are likely sufficient without new power lines. He said the city can't reject a land use decision if they are unsure about power capacity. Administrator Olson also noted that Soundscape has been engaged to study the noise issues, attend review meetings, determine placement of equipment for noise abatement, site recommendations and ongoing monitoring etc. The city does have a comprehensive noise ordinance and he explained the allowable decibels. Tonal (constant hum) noises can incur a penalty. The ordinance is also applicable to residents who may reside outside city limits. He said there are some limits and exemptions during construction. Landscape buffers and berms will be used to mitigate noise. Water Usage: The city has not allowed water cooled data centers for heat dissipation, only air- cooled systems. A recent newspaper article mentioned Minooka's water usage of 1 million gallons per day for their data center. Mr. Olson noted that Yorkville's entire use in a day is 2 million gallons. The capacity coming from Lake Michigan will be between 5 million and 8 million gallons per day and that water is expected in 2028. He said data centers will use less water than a subdivision. Page 3 of 5 Construction Phasing: Building will start from west to east, away from residences. The cost of infrastructure improvements is paid by the developer upfront. This removes the risk from residents. Projects must finish a roadway for use during construction prior to building and electrical system upgrades must also be completed upfront. Conclusion: Mr. Olson noted that all projects are listed on the city website and he provided upcoming meeting dates and ways in which opinions can be voiced. A meeting attendee asked that any variances being requested by developers be included in a future presentation. Vice-Chairman Funkhouser opened the floor for questions and comments. Public Comment: David Bossy: He asked if there is any new info about the water being extended from Lake Michigan. Mr. Olson replied the bid package is being bid out by the DuPage Water Commission and the city has a $140 million WIFIA federal loan and $20 million of state loans. He noted that the DWC is also looking into their own intake connection to Lake Michigan. A comprehensive financing package and water rates will be discussed. Ryan Anderson: He asked when attendees would have gotten notice of this meeting since he found out at the last minute. Mr. Olson replied that no notice is required by the state for committee meetings, however, for Public Hearings, anyone within 500 feet of the site, would get a notice for the Planning and Zoning meeting. A notice is published in the newspaper for City Council meetings. The property will also be posted with a sign for the Public Hearing. John Bryan: He said as a contractor he doubts the water will be coming in 2028 and more likely in 2029. He finds it shocking that Yorkville will be spending all this money to bring water from Lake Michigan and there is already a shortage of water and then these projects get approved. He noted that the area north of Galena Rd. was zoned differently in 2007 when it was slated to become a Del Webb community. It did not come to fruition due to the recession. Keith Landovitz: He and wife live on Ashe Rd. west of the project. He spoke of mitigations and said he is not in a subdivision, but in residential area. He commended all the work the city has done for this project in setting up standards for data center projects and he urged the city to do more of the planning and design upfront. He briefly discussed Comprehensive Plans in place for nearby municipalities in 2018. He believes the area north of Galena is transitional and should be treated with more care regarding eco-systems and people living in the area, regardless if they are incorporated, should be included in the thought process. He disapproves of building from west to east and feels the unincorporated areas are treated differently than the citizens. He thinks it is more equitable to build from the center out. Mr. Olson responded and said all amendments to the code are incorporated into Projects Cardinal and Steel and are a result of previous projects where there were no standards in place. This concluded most public comment. Mr. Funkhouser noted that the other agenda items will not be discussed. Introductions of all meeting attendees and committee members were made. Developer Project Overview: Mr. Silverman, representing, Pioneer Development, said they will hold a meeting with surrounding community members. He gave a presentation and told about Pioneer which is a development company that entitles land for data center end users. Mr. McCarron will be instrumental in helping secure end users. ComEd approval must be received along with knowledge there is ample power to the area. ComEd will require developers to make infrastructure improvements to support electricity to the area. Page 4 of 5 Mr. Silverman said this project is on 1,037 acres and there are 305 +/- parcels to the west not annexed to the city. Pioneer Development wishes to do so with M-2 zoning and a PUD. They are requesting deviations from the ordinance similar to that of Cyrus 1. They will have 7 storm water basins and 6 water tanks south of Galena that perhaps the city can use as well. Berms will be in place to minimize impact on residential areas and there will be secure gates in place. There are 14 phases of development and buildings will be built as needed, not on a spec basis. There is 17 million sq. ft. possible providing many construction jobs and high paying jobs when finished. The water impact is being studied and nearly waterless cooling centers are desired. They are working with city staff on an Annexation Agreement, PUD and utility coordination. He noted this property would have been developed into1,600 homes previously. A great amount of tax revenue will be received. Krysti Barksdale-Noble Comments: She noted the petitioner is requesting annexation of 305 acres of unincorporated land, rezoning and a Preliminary Plan. The current residential zoning would be requested to be M-2 zoning. To permit the PUD land use, there is a requirement the developers have to meet at least 1 modification standard and provide benefit to the city. The Petitioner has identified 2 which meet city standards and demonstrate a greater benefit to the regional utility improvements and funding or construction of public roads. PUD Plan: The developer will do 14 phases--1 stormwater and 1 building per phase and the builder anticipates a 10 year buildout. Thirteen deviations/variances have been identified. They include internal building setbacks, permitted uses and a lock that is not subject to any further regulations for 10 years. Also, maximum building height of 70 feet inclusive of rooftop mechanical, when within 1,500 feet of residences, reduction in parking spaces, EV charging station reductions for a “fee in lieu of”. The petitioner is also requesting relief from vehicle access, relief from pedestrian circulation—they will provide a 10 foot wide walking path, reduction to one off street loading space per building. Some deviations are being requested for the parking area and staff is OK with that. Petitioner is seeking deviations from landscaping being requested in parking area which staff approves. A transition buffer 100 feet wide will surround the data center campus. Staff requests an 8 foot berm regardless of incorporation status. Mechanical Screening was also discussed as well as mitigation for backup generators and chillers. Petitioner will work with the sound engineer. Deviations were requested for all lots fronting on the roadway. Appearance Standards: Developer was asked to revise building elevations for a different look and architectural interest, dynamic color palette, visual interest. Staff is looking for highest aesthetic standards for visible portions of building. Street Designs: The UDO has standards for street designs which only apply to public dedicated roadways. The internal roads will not be dedicated and staff is OK with this deviation. Fencing: the Petitioner requested to install a 10 foot tall fence, while the ordinance usually allows an 8 foot fence. Staff supports. Additional recommendations: Staff asked for traffic management during construction, noise studies for pre-construction, during construction, at full buildout and annually. Hours and days for operational testing were presented. Testing of generators takes 2 minutes each. Emergency operations plans and procedures were requested and the petitioner will allow the fire department and police department to conduct a drill prior to occupancy to learn building layout. Contact info will be provided and given to KenCom. Page 5 of 5 The Comprehensive Plan was done in 2016. Ms. Emily Anderson asked if the rural aesthetic would be removed from the plan. Ms. Noble said the aesthetic would not be removed. Mr. Weiler asked if the 100 foot buffer includes detention, which it could. Ms. Noble said the second component with the PUD is the development agreement. It will be a separate agreement and addresses infrastructure funding. Community Meeting Requirement: The city encourages the developer to reach out to the public due to the scale and intensity of the projects. They should meet with nearby developments, residential and businesses and the meeting should occur before the June 11 PZC meeting and the June 10 annexation hearing at City Council. Other Comments: Mr. Bryan asked for clarification on Cyrus 1 and also asked about other roads- -Galena, Baseline, etc. near Project Steel. Ms. Noble said the city engineer has done a review and any road that the development touches will need to be brought to city standards. The entrance locations are still up for discussion. Mr. Bryan also asked when the noise study will be done. Mr. Olson provided the various times and he said a noise study done now will be different than when Rt. 47 is improved. A baseline will be established and the noise cannot exceed the code levels of 50-60 decibels. Mr. Bryan asked about the penalty. There would be fees and possibly the court system. Enforcement would come through work stoppages. Ms. Anderson asked that a health study with tonal levels be done. Ms. Noble said the sound engineer has already done studies on tonal noise and an explanation of tonal effects and preliminary responses will be provided. Alderman Koch asked if the land will be farmed until construction and if utilities will be buried. The farming will continue and ComEd will decide if lines are buried. Alderman Funkhouser had several comments. He was not in favor of the zero feet setbacks, saying that all sides are front yards. Ms. Noble noted there is a 500 foot building separation from residential. Regarding landscaping, he said plantings should be encouraged for the interior to help with mitigation for heat, noise and aesthetics. He also said he would like to see an undulating berm rather than a straight one. He would also like ground screening for buildings and said that louvered masonry panels reduce sound. Ms. Noble indicated that staff recommends mechanical equipment be enclosed by solid barriers. Acreage outside of the fences may be used for prairie plantings, said Mr. McCarron. Next Steps: June 10: Public Hearing at City Council for annexation, June 11: Public Hearing at PZC, notices will be sent There was no further business and the meeting adjourned at 8:08 pm. Minutes respectfully submitted by Marlys Young, Minute Taker Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #1 Tracking Number EDC 2025-46 Building Permit Reports for March – May 2025 Economic Development Committee – July 1, 2025 Informational None All permits issued in March – May 2025. Gina Nelson Community Development Name Department UNITED CITY OF YORKVILLE BUILDING PERMIT REPORT March 2025 Number of Permits Issued SFD Single Family Dwelling SFA Single Family Attached Multi- Family Apartments Condominiums Commercial Includes all Permits Issued for Commercial Use Industrial Misc. Construction Cost Permit Fees March 2025 84 16 9 0 15 0 44 5,157,248 184,663.92Calendar Year 2025 199 24 19 0 42 0 114 19,738,844 441,898.97Fiscal Year 2025 1219 133 25 48 units1 permit 140 0 920 67,067,973 2,483,308,73 March 2024 133 31 0 0 16 0 86 14,622,166.00 337,363.41 Calendar Year 2024 271 66 0 0 28 0 177 86,525,011.00 873,878.01 Fiscal Year 2024 2094 246 109 0 88 0 1651 168,935,067.00 5,213,074.97 March 2023 163 44 16 0 16 0 87 11,152,981.00 451,376.95 Calendar Year 2023 308 78 34 0 25 0 171 20,825,320.00 990,450.19 Fiscal Year 2023 1413 188 137 0 102 0 986 68,673,016.00 3,291,592.37 March 2022 151 28 0 0 15 0 1088,952,504.00 214,559.97 Calendar Year 2022 262 47 8 0 27 0 180 14,837,093.00 365,760.77 Fiscal Year 2022 1380 197 144 0 102 0 937 66,356,470.00 2,288,793.66 UNITED CITY OF YORKVILLE BUILDING PERMIT REPORT April 2025 TYPES OF PERMITS Number of Permits Issued SFD Single Family Detached SFA Single Family Attached Multi- Family Apartments Condominiums Commercial Includes all Permits Issued for Commercial Use Industrial Misc. Construction Cost Permit Fees April 2025 153 10 9 0 12 0 122 54,790,514.00 224,939.78 Calendar Year 2025 361 34 36 0 54 0 237 75,425,158.00 784,749.39 Fiscal Year 2025 1381 143 42 1 permit 48 units 152 0 1,043 122,751,287.00 2,828,909.15 April 2024 177 31 0 0 4 0 142 7,633,526.00 340,566.32 Calendar Year 2024 447 96 0 0 32 0 319 94,028,537.00 1,220,420.13 Fiscal Year 2024 2270 276 109 0 92 0 1793 176,438,593.00 5,692,367.09 April 2023 138 10 4 0 9 0 115 3,579,884.00 169,823.34 Calendar Year 2023 447 88 38 0 32 0 287 24,408,904.00 1,161,115.33 Fiscal Year 2023 1552 198 141 0 111 0 1102 72,256,600.00 3,467,857.51 April 2022 133 12 4 0 5 0 112 3,850,576.00 127,363.13 Calendar Year 2022 401 59 12 0 33 0 297 18,759,555.00 493,882.15 Fiscal Year 2022 1519 209 148 0 108 0 1054 70,278,932.00 2,425,315.04 UNITED CITY OF YORKVILLE BUILDING PERMIT REPORT May 2025 TYPES OF PERMITS Number of Permits Issued SFD Single Family Detached SFA Single Family Attached Multi- Family Apartments Condominiums Commercial Includes all Permits Issued for Commercial Use Industrial Misc. Construction Cost Permit Fees May 2025 164 4 20 0 16 0 124 7,399,551.00 332,903.75 Calendar Year 2025 524 38 56 0 69 0 361 82,824,709.00 1,118,153.14 Fiscal Year 2026 164 4 20 0 16 0 124 7,399,551.00 332,903.75 May 2024 173 23 0 0 7 0 143 6,734,640.00 282,400.20 Calendar Year 2024 620 118 0 0 39 0 463 100,638,177.00 1,496,851.03 Fiscal Year 2025 173 23 0 0 7 0 143 6,734,640.00 282,400.20 May 2023 245 18 14 0 8 0 205 9,918,438.00 445,584.82 Calendar Year 2023 691 105 52 0 42 0 492 34,185,888.00 1,599,832.75 Fiscal Year 2024 245 18 14 0 8 0 205 9,918,438.00 445,584.82 May 2022 140 22 0 0 8 0 110 5,606,288.00 154,891.65 Calendar Year 2022 541 82 0 0 41 0 406 24,828,173.00 656,878.40 Fiscal Year 2023 140 22 0 0 8 0 110 5,606,288.00 154,891.65 Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #2 Tracking Number EDC 2025-47 Building Inspection Reports for March – May 2025 Economic Development Committee – July 1, 2025 Informational None All inspections scheduled in March – May 2025. Gina Nelson Community Development Name Department DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 1DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 1 TIME: 10:45:02 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 03/01/2025 TO 03/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ PR _____ 139-PLF PLUMBING - FINAL OSR READ 10000001 COUNTY INSPECTIONS 0 03/04/2025 Comments1: 7698 FAIRWAY DR PR _____ 140-PLU PLUMBING - UNDERSLAB 03/05/2025 PR _____ 141-PLR PLUMBING - ROUGH 03/26/2025 Comments1: 7334 FAIRWAY DR BC _____ PM 004-REL ROUGH ELECTRICAL 20230205 1972 MEADOWLARK LN 147 03/17/2025 Comments1: NICK - 630-408-9719 BC _____ 005-RMC ROUGH MECHANICAL 03/17/2025 GH _____ PM 001-FTG FOOTING 20232333 107 E STAGECOACH TR 03/12/2025 Comments1: CURTIS 630-514-2190 PR 14:00 002-FTG FOOTING 03/13/2025 Comments1: CURTIS GH _____ AM 019-STP STOOPS 20232390 212 WINDHAM CIR 54 03/31/2025 Comments1: FR & R -- JESSICA - APPROVED AS NOTED BF _____ AM 026-FIN FINAL INSPECTION 20240003 2810 CRYDER WAY 453 03/26/2025 Comments1: ALADDIN@MBHOMES.COM 815-467-4700 PBF _____ AM 027-PLF PLUMBING - FINAL OSR READ 03/26/2025 Comments1: ALADDIN@MBHOMES.COM 815-467-4700 BF _____ AM 028-FEL FINAL ELECTRIC 03/26/2025 BF _____ AM 029-FMC FINAL MECHANICAL 03/26/2025 BF _____ 030-REI REINSPECTION 03/28/2025 Comments1: FINAL MECH--ALADDIN@MBHOMES.COM 815-467- Comments2: 4700 BF _____ 031-REI REINSPECTION 03/28/2025 Comments1: FINAL ELECTRIC GS _____ AM 032-EFL ENGINEERING FINAL SITE 03/31/2025 Comments1: TEMP -- NEED BBOX VAULT -- AND CANNOT KE Comments2: Y BC _____ 002-FIN FINAL INSPECTION 20240086 871 WINDETT RIDGE RD 96 03/17/2025 Comments1: FENCE BC _____ AM 031-REL ROUGH ELECTRICAL 20240195 1536 SYCAMORE RD 2 03/17/2025 Comments1: UNITS 111-114 DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 2DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 2 TIME: 10:45:02 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 03/01/2025 TO 03/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ BC _____ AM 032-RMC ROUGH MECHANICAL 03/17/2025 Comments1: UNITS 111-114 BC _____ AM 033-RFR ROUGH FRAMING RESCHECK SF 03/17/2025 Comments1: UNITS 111-114 PBF _____ AM 034-PLR PLUMBING - ROUGH 03/17/2025 Comments1: UNITS 111-118 GH _____ AM 035-REL ROUGH ELECTRICAL 03/17/2025 Comments1: UNITS 115-118 GH _____ AM 036-RMC ROUGH MECHANICAL 03/17/2025 Comments1: UNITS 115-118 GH _____ AM 037-RFR ROUGH FRAMING RESCHECK SF 03/17/2025 Comments1: UNITS 115-118 GH _____ AM 038-INS INSULATION 03/18/2025 Comments1: UNITS 101, 102, 103, 104, 106 & 108 BC _____ AM 039-RFR ROUGH FRAMING RESCHECK SF 03/19/2025 Comments1: UNITS 201-203 BC _____ AM 040-RMC ROUGH MECHANICAL 03/19/2025 Comments1: UNITS 201-203 BC _____ AM 041-REL ROUGH ELECTRICAL 03/19/2025 Comments1: UNITS 201-203 PBF _____ AM 042-PLR PLUMBING - ROUGH 03/19/2025 Comments1: UNITS 201-206 GH _____ AM 043-RFR ROUGH FRAMING RESCHECK SF 03/19/2025 Comments1: UNITS 204-206 GH _____ AM 044-REL ROUGH ELECTRICAL 03/19/2025 Comments1: UNITS 204-206 GH _____ AM 045-RMC ROUGH MECHANICAL 03/19/2025 Comments1: UNITS 204-206 GH _____ AM 046-RMC ROUGH MECHANICAL 03/20/2025 Comments1: UNITS 207, 208 & 210 GH _____ AM 047-REL ROUGH ELECTRICAL 03/20/2025 Comments1: UNITS 207, 208 & 210 DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 3DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 3 TIME: 10:45:02 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 03/01/2025 TO 03/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ GH _____ AM 048-RFR ROUGH FRAMING RESCHECK SF 03/20/2025 Comments1: UNITS 207, 208 & 210 PR _____ AM 049-PLR PLUMBING - ROUGH 03/20/2025 Comments1: UNITS 207-213 BC _____ AM 050-RFR ROUGH FRAMING RESCHECK SF 03/20/2025 Comments1: UNITS 211-213 BC _____ AM 051-RMC ROUGH MECHANICAL 03/20/2025 Comments1: UNITS 211-213 BC _____ AM 052-REL ROUGH ELECTRICAL 03/20/2025 Comments1: UNITS 211-213 BC _____ AM 053-INS INSULATION 03/21/2025 Comments1: UNITS 111,112,113,114,115,116,118 BC _____ 054-RFR ROUGH FRAMING RESCHECK SF 03/24/2025 Comments1: UNITS 214-218 BC _____ 055-RMC ROUGH MECHANICAL 03/24/2025 Comments1: UNITS 214-218 BF _____ AM 056-INS INSULATION 03/27/2025 Comments1: units 201-206 JIM 708-238-5391 BC _____ AM 057-INS INSULATION 03/28/2025 Comments1: UNITS 208-218 BC _____ AM 059-RFR ROUGH FRAMING RESCHECK SF 03/31/2025 Comments1: 1ST FLOOR CORRIDOR - JIM 708-238-5391 BC _____ AM 060-RMC ROUGH MECHANICAL 03/31/2025 Comments1: 1ST FLOOR CORRIDOR JIM 708-238-5391 BC _____ AM 061-REL ROUGH ELECTRICAL 03/31/2025 Comments1: 1ST FLOOR CORRIDOR JIM 708-238-5391 PR _____ AM 001-RFR ROUGH FRAMING RESCHECK SF 20240275 2065 DUNBAR CT 92 03/10/2025 Comments1: BASEMENT-- BERNARDO 630-207-2912 PR _____ AM 002-REL ROUGH ELECTRICAL 03/10/2025 PR _____ AM 003-RMC ROUGH MECHANICAL 03/10/2025 PR _____ AM 004-PLR PLUMBING - ROUGH 03/10/2025 DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 4DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 4 TIME: 10:45:02 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 03/01/2025 TO 03/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ BC _____ 018-INS INSULATION 20240574 2166 HENNING LN 338 03/03/2025 GH _____ AM 007-BSM BASEMENT FLOOR 20240576 2176 HENNING LN 340 03/21/2025 Comments1: ALLADIN GH _____ AM 008-GAR GARAGE FLOOR 03/21/2025 Comments1: ALADDIN NOT READY BC _____ AM 009-GAR GARAGE FLOOR 03/28/2025 Comments1: ALLADIN 815-467-4700 GH _____ AM 008-GPL GREEN PLATE INSPECTION 20240577 2186 HENNING LN 342 03/12/2025 Comments1: ALADDIN GH 14:00 012-FIN FINAL INSPECTION 20240609 2881 ALDEN AVE 293 03/11/2025 Comments1: VINCE - 630-461-9708 GH 14:00 013-FMC FINAL MECHANICAL 03/11/2025 Comments1: VINCE 630-461-9708 GH 14:00 014-FEL FINAL ELECTRIC 03/11/2025 PBF 14:00 015-PLF PLUMBING - FINAL OSR READ 03/11/2025 Comments1: VINCE - 630-461-9708 BC _____ AM 009-FIN FINAL INSPECTION 20240639 551 BISCAYNE CT 2010 03/28/2025 Comments1: SHARON - 630-824-1967 PR _____ 001-FTG FOOTING 20241042 2820 BEECHER RD 03/24/2025 Comments1: MARIO PR 13:00 002-OCC OCCUPANCY INSPECTION 20241050 104 E SCHOOLHOUSE RD 03/07/2025 Comments1: KHARISMA BKF 13:00 003-OCC OCCUPANCY INSPECTION 03/07/2025 BF _____ AM 001-FIN FINAL INSPECTION 20241083 1421 N BRIDGE ST 03/06/2025 Comments1: CIRCLE K -- HVAC -- ROOF TOP--JOSEPH 708 Comments2: -774-1430 ***PLEASE DO FIRST**** BF _____ AM 001-FIN FINAL INSPECTION 20241084 2001 S BRIDGE ST 03/06/2025 Comments1: CIRCLE K -- ROOF TOP HVAC -- JOSEPH 708 Comments2: -774-1430 PBF _____ 001-ESW SEWER / WATER 20241085 2176 HENNING LN 340 03/07/2025 Comments1: FAMILYSEWEROFFICE@YAHOO.COM GH _____ PM 004-REL ROUGH ELECTRICAL 20241201 1220 GILLESPIE LN 414 03/07/2025 Comments1: JENNIFER - 630-365- 7229 PASSED AS NOTED DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 5DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 5 TIME: 10:45:02 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 03/01/2025 TO 03/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ GH _____ PM 005-RMC ROUGH MECHANICAL 03/07/2025 Comments1: JENNIFER - 630-365-7229 GH _____ PM 006-RFR ROUGH FRAMING RESCHECK SF 03/07/2025 PBF _____ PM 007-PLR PLUMBING - ROUGH 03/07/2025 Comments1: JEN 630-365-7229 JENN@ABBYPROPERTIES.L Comments2: LC GH _____ AM 008-INS INSULATION 03/10/2025 Comments1: JEN 630-365-7229 GH _____ PM 004-RFR ROUGH FRAMING RESCHECK SF 20241202 1218 GILLESPIE LN 413 03/11/2025 Comments1: ABEL GH _____ PM 005-REL ROUGH ELECTRICAL 03/11/2025 GH _____ PM 006-RMC ROUGH MECHANICAL 03/11/2025 PBF _____ PM 007-PLR PLUMBING - ROUGH 03/11/2025 Comments1: JENN@ABBYPROPERTIESLLC -- 630-273-2528 GH _____ PM 008-INS INSULATION 03/12/2025 Comments1: ABEL BF _____ PM 004-RFR ROUGH FRAMING RESCHECK SF 20241203 1216 GILLESPIE LN 412 03/14/2025 Comments1: ABELJR@ABBYPROPERTIES.LLC -- 630-273-25 Comments2: 28 BF _____ PM 005-REL ROUGH ELECTRICAL 03/14/2025 BF _____ PM 006-RMC ROUGH MECHANICAL 03/14/2025 PBF _____ PM 007-PLR PLUMBING - ROUGH 03/14/2025 Comments1: ABELJR@ABBYPROPERTIES.LLC 630-273-2528 GH _____ PM 008-INS INSULATION 03/17/2025 Comments1: ABEL GH _____ AM 004-RFR ROUGH FRAMING RESCHECK SF 20241204 1214 GILLESPIE LN 411 03/19/2025 Comments1: ABELJR@ABBYPROPERTIES.LLC 630-273-2528 GH _____ AM 005-REL ROUGH ELECTRICAL 03/19/2025 Comments1: GROUNDS NOT CONNECTED TO GROUND SCREW, N Comments2: EED TO CHECK AT FINAL INSPECTION BF _____ AM 006-RMC ROUGH MECHANICAL 03/19/2025 DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 6DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 6 TIME: 10:45:02 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 03/01/2025 TO 03/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ PBF _____ AM 007-PLR PLUMBING - ROUGH 03/19/2025 Comments1: ABELJR@ABBYPROPERTIES.LLC 630-273-2528 GH _____ PM 008-INS INSULATION 03/20/2025 Comments1: ABEL BC _____ PM 004-RFR ROUGH FRAMING RESCHECK SF 20241205 1212 GILLESPIE LN 410 03/25/2025 Comments1: ABEL, JENN BC _____ PM 005-REL ROUGH ELECTRICAL 03/25/2025 BC _____ PM 006-RMC ROUGH MECHANICAL 03/25/2025 PBF _____ PM 007-PLR PLUMBING - ROUGH 03/25/2025 Comments1: ABELJR@ABBYPROPERTIES.LLC BC _____ PM 008-INS INSULATION 03/26/2025 BF _____ PM 004-RFR ROUGH FRAMING RESCHECK SF 20241206 1210 GILLESPIE LN 409 03/28/2025 Comments1: ABEL BF _____ PM 005-REL ROUGH ELECTRICAL 03/28/2025 BF _____ PM 006-RMC ROUGH MECHANICAL 03/28/2025 PBF _____ PM 007-PLR PLUMBING - ROUGH 03/28/2025 Comments1: ABELJR@ABBYPROPERTIES.LLC BC _____ PM 008-INS INSULATION 03/31/2025 GH _____ am 015-GAR GARAGE FLOOR 20241243 2857 OLD GLORY DR 241 03/05/2025 Comments1: MW GH _____ 016-FIN FINAL INSPECTION 03/21/2025 Comments1: JIM GH _____ 017-FEL FINAL ELECTRIC 03/21/2025 GH _____ 018-FMC FINAL MECHANICAL 03/21/2025 PR _____ 019-PLF PLUMBING - FINAL OSR READ 03/21/2025 Comments1: JFLAHERT@NVRINC.COM 224-828-3245 GS _____ AM 020-EFL ENGINEERING FINAL SITE 03/21/2025 GH _____ AM 016-GAR GARAGE FLOOR 20241244 2861 OLD GLORY DR 242 03/05/2025 Comments1: MW DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 7DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 7 TIME: 10:45:02 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 03/01/2025 TO 03/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ BF _____ 017-FIN FINAL INSPECTION 03/28/2025 Comments1: JFLAHERT@NVRINC.COM -- 224-828-3245 BF _____ 018-FEL FINAL ELECTRIC 03/28/2025 BF _____ 019-FMC FINAL MECHANICAL 03/28/2025 PBF _____ 020-PLF PLUMBING - FINAL OSR READ 03/28/2025 Comments1: JFLAHERT@NVRINC.COM -- 224-828-3245 GS _____ 021-EFL ENGINEERING FINAL SITE 03/31/2025 Comments1: OK TO TEMP GH _____ 016-FIN FINAL INSPECTION 20241304 3045 CONSTITUTION WAY 517 03/06/2025 Comments1: JIM GH _____ 017-FEL FINAL ELECTRIC 03/06/2025 GH _____ 018-FMC FINAL MECHANICAL 03/06/2025 PBF _____ 019-PLF PLUMBING - FINAL OSR READ 03/06/2025 Comments1: JIM 224-828-3245 -- JFLAHERT@NVRINC.COM GH _____ AM 020-REI REINSPECTION 03/07/2025 Comments1: ELECTRICAL JIM 224-828-3245 BC _____ 013-INS INSULATION 20241306 312 TIMBER OAK LN 1 03/03/2025 Comments1: TYRELL GH 09:00 014-GAR GARAGE FLOOR 03/10/2025 Comments1: KEN - 630-546-0735 GH _____ 010-GAR GARAGE FLOOR 20241308 800 BRISTOL AVE 1 03/07/2025 Comments1: JOHN 630-5468057 PR _____ 011-STP STOOPS 03/20/2025 Comments1: CLAYTON PR _____ 005-BSM BASEMENT FLOOR 20241309 802 BRISTOL AVE 2 03/11/2025 PR _____ 006-PLU PLUMBING - UNDERSLAB 03/11/2025 PR _____ 007-GAR GARAGE FLOOR 03/20/2025 Comments1: CLAYTON PR _____ 008-STP STOOPS 03/20/2025 GH _____ PM 003-FIN FINAL INSPECTION 20241347 301 RYAN CT 03/06/2025 Comments1: COVERED PATIO -- NANCY 630-398-1904 DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 8DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 8 TIME: 10:45:02 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 03/01/2025 TO 03/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ BC 11:00 001-FIN FINAL INSPECTION 20241354 901 FREEMONT ST 03/31/2025 Comments1: SIDING -- SHANNA 630-589-9033 BF _____ PM 002-FIN FINAL INSPECTION 20241377 1052 CANARY AVE 243 03/07/2025 Comments1: ENERGY STORAGE SYSTEM -- DO THIS ONE FIR Comments2: ST -- FRANK 224-237-8025 BF _____ PM 003-FEL FINAL ELECTRIC 03/07/2025 BC _____ PM 004-RFR ROUGH FRAMING RESCHECK SF 20241383 421 NORWAY CIR 90 03/19/2025 Comments1: MIKE 630-854-8617 GH _____ AM 014-GAR GARAGE FLOOR 20241384 2867 OLD GLORY DR 243 03/05/2025 Comments1: MW GH _____ AM 015-STP STOOPS 03/13/2025 Comments1: REAR STOOP - MW GH 11:00 003-RFR ROUGH FRAMING RESCHECK SF 20241393 407 ADAMS ST 03/13/2025 Comments1: IAN: 630-336-6529 GH 11:00 004-REL ROUGH ELECTRICAL 03/13/2025 GH 11:00 005-RMC ROUGH MECHANICAL 03/13/2025 PR _____ AM 006-PLR PLUMBING - ROUGH 03/13/2025 Comments1: IAN 630-336-6529 GH _____ PM 007-REI REINSPECTION 03/17/2025 Comments1: ROUGH FRAME GH _____ PM 008-REI REINSPECTION 03/17/2025 Comments1: ROUGH MECH BC _____ PM 009-INS INSULATION 03/20/2025 Comments1: ADAM 708-2433617 BC 11:00 001-FIN FINAL INSPECTION 20241398 901 FREEMONT ST 03/31/2025 Comments1: FURNACE -- SHANNA BF _____ AM 013-FIN FINAL INSPECTION 20241403 365 TIMBER OAK LN 33 03/26/2025 Comments1: JASON BF _____ AM 014-FEL FINAL ELECTRIC 03/26/2025 BF _____ AM 015-FMC FINAL MECHANICAL 03/26/2025 PBF _____ AM 016-PLF PLUMBING - FINAL OSR READ 03/26/2025 Comments1: JJACOBS@RALLYHOMES.NET -- 630-632-7433 DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 9DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 9 TIME: 10:45:02 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 03/01/2025 TO 03/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ GS _____ 017-EFL ENGINEERING FINAL SITE 03/26/2025 Comments1: OK TO TEMP GH _____ AM 015-GAR GARAGE FLOOR 20241404 525 TIMBER OAK LN 26 03/05/2025 Comments1: M.W PASSED AS NOTED GH 11:00 001-ROF ROOF UNDERLAYMENT ICE & W 20241418 1408 SLATE CT 348 03/13/2025 Comments1: CARRIE - 630-844-2553 X103 PR _____ AM 001-RFR ROUGH FRAMING RESCHECK SF 20241421 482 OMAHA DR 83 03/19/2025 Comments1: JIM 224-324-0813 PR _____ AM 002-REL ROUGH ELECTRICAL 03/19/2025 PR _____ AM 003-RMC ROUGH MECHANICAL 03/19/2025 PR _____ AM 004-PLR PLUMBING - ROUGH 03/19/2025 PR _____ AM 005-INS INSULATION 03/26/2025 Comments1: JIM GH _____ PM 007-RFR ROUGH FRAMING RESCHECK SF 20241433 435 TIMBER OAK LN 31 03/05/2025 Comments1: JASON 630-632-7433 GH _____ PM 008-RMC ROUGH MECHANICAL 03/05/2025 GH _____ PM 009-REL ROUGH ELECTRICAL 03/05/2025 PBF _____ PM 010-PLR PLUMBING - ROUGH 03/05/2025 Comments1: JJACOBS@RALLYHOMES.NET JASON - 630-63 Comments2: 2-7433 GH 10:00 011-INS INSULATION 03/10/2025 Comments1: JASON 630-632-7433 GH _____ AM 012-REI REINSPECTION 03/10/2025 Comments1: FRAMING GH _____ AM 013-GAR GARAGE FLOOR 03/14/2025 Comments1: KARINA GH _____ AM 014-STP STOOPS 03/12/2025 Comments1: FRONT - KARINA - 815-839-8175 BC _____ AM 001-RFR ROUGH FRAMING RESCHECK SF 20241437 2469 CATALPA TR 173 03/21/2025 Comments1: RYAN 309-883-9904 BC _____ AM 002-REL ROUGH ELECTRICAL 03/21/2025 DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 10DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 10 TIME: 10:45:02 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 03/01/2025 TO 03/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ BC _____ AM 003-RMC ROUGH MECHANICAL 03/21/2025 GH _____ AM 015-FIN FINAL INSPECTION 20241440 2690 BIG GROVE CIR 86 03/21/2025 Comments1: KALIN 630-927-2807 PR _____ AM 016-PLF PLUMBING - FINAL OSR READ 03/21/2025 Comments1: KTELLEZ@NVRINC.COM KALIN: 630-927-2807 GH _____ AM 017-FEL FINAL ELECTRIC 03/21/2025 GH _____ AM 018-FMC FINAL MECHANICAL 03/21/2025 GS _____ AM 019-EFL ENGINEERING FINAL SITE 03/21/2025 Comments1: TEMP GH _____ 009-RFR ROUGH FRAMING RESCHECK SF 20241441 2692 BIG GROVE CIR 87 03/06/2025 Comments1: KALIN GH _____ 010-REL ROUGH ELECTRICAL 03/06/2025 GH _____ 011-RMC ROUGH MECHANICAL 03/06/2025 PBF _____ 012-PLR PLUMBING - ROUGH 03/06/2025 Comments1: KTELLEZ@NVRINC.COM GH _____ 013-INS INSULATION 03/10/2025 Comments1: KALIN GH _____ AM 014-GAR GARAGE FLOOR 03/07/2025 Comments1: KARINA 815-839-8175 GH _____ AM 015-STP STOOPS 03/07/2025 Comments1: KARINA 815-839-8175 FRONT ONLY PR _____ 009-WAT WATER 20241491 2823 CRYDER WAY 481 03/14/2025 PR _____ AM 010-RFR ROUGH FRAMING RESCHECK SF 03/21/2025 Comments1: REMY PR _____ AM 011-PLR PLUMBING - ROUGH 03/21/2025 PR _____ AM 012-REL ROUGH ELECTRICAL 03/21/2025 PR _____ AM 013-RMC ROUGH MECHANICAL 03/21/2025 PR _____ 014-SEW SEWER INSPECTION 03/14/2025 GH _____ AM 015-GAR GARAGE FLOOR 03/20/2025 Comments1: JESSICA DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 11DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 11 TIME: 10:45:02 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 03/01/2025 TO 03/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ BC _____ AM 016-INS INSULATION 03/25/2025 Comments1: LATE AM -- JESSICA BC _____ AM 002-FIN FINAL INSPECTION 20241513 1189 WALSH DR 125 03/21/2025 Comments1: ENERGY STORAGE SYSTEM -- THOMAS 224-645 Comments2: -4871 GH _____ 009-RFR ROUGH FRAMING RESCHECK SF 20241517 2874 MCLELLAN BLVD 459 03/06/2025 Comments1: JIM GH _____ 010-REL ROUGH ELECTRICAL 03/06/2025 GH _____ 011-RMC ROUGH MECHANICAL 03/06/2025 PBF _____ 012-PLR PLUMBING - ROUGH 03/06/2025 Comments1: JIM 224-828-3245 -- JFLAHERT@NVRINC.COM GH _____ 013-INS INSULATION 03/10/2025 Comments1: JIM GH _____ AM 014-GAR GARAGE FLOOR 03/13/2025 Comments1: KARINA 815-839-8175 GH _____ AM 008-STP STOOPS 20241518 2851 CRYDER WAY 477 03/07/2025 Comments1: FRONT & REAR -- MW GH _____ AM 009-GAR GARAGE FLOOR 03/19/2025 Comments1: MW GH _____ PM 010-RFR ROUGH FRAMING RESCHECK SF 03/19/2025 Comments1: JIM GH _____ PM 011-REL ROUGH ELECTRICAL 03/19/2025 GH _____ PM 012-RMC ROUGH MECHANICAL 03/19/2025 Comments1: PASSED AS NOTED PBF _____ 013-PLR PLUMBING - ROUGH 03/19/2025 Comments1: JFLAHERT@NVRINC.COM 224-828-3245 GH _____ 014-INS INSULATION 03/21/2025 Comments1: JIM PR _____ AM 015-GAR GARAGE FLOOR 03/26/2025 Comments1: MW PR _____ AM 006-FIN FINAL INSPECTION 20241536 2719 POTTER CT 141 03/05/2025 Comments1: VICTOR -- 773-876-2605 DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 12DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 12 TIME: 10:45:02 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 03/01/2025 TO 03/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ PR _____ AM 007-FEL FINAL ELECTRIC 03/05/2025 PR _____ AM 008-FMC FINAL MECHANICAL 03/05/2025 PR _____ AM 009-PLF PLUMBING - FINAL OSR READ 03/05/2025 GH _____ 016-PHD POST HOLE - DECK 20241541 2631 SUTHERLAND CT 36 03/14/2025 PR 12:00 005-ESW SEWER / WATER 20241542 862 HAYDEN DR 59 03/06/2025 Comments1: REMY PR 12:00 006-PLU PLUMBING - UNDERSLAB 03/11/2025 GH 10:00 007-BSM BASEMENT FLOOR 03/14/2025 Comments1: JESSICA GH _____ 008-STP STOOPS 03/14/2025 Comments1: FRONT AND REAR PR _____ 009-ESW SEWER / WATER 03/14/2025 GH 08:30 010-ROF ROOF UNDERLAYMENT ICE & W 03/19/2025 Comments1: JESSICA BC _____ AM 011-ELS ELECTRIC SERVICE 03/20/2025 Comments1: JESSICA BC _____ AM 012-GAR GARAGE FLOOR 03/20/2025 PBF _____ AM 004-PLU PLUMBING - UNDERSLAB 20241545 545 TIMBER OAK LN 25 03/03/2025 Comments1: JJACOBS@RALLYHOMES.NET PBF _____ 005-REI REINSPECTION 03/10/2025 Comments1: UNDERGROUND PLUMBING -- JJACOBS@RALLYHOM Comments2: ES.NET GH _____ AM 006-BSM BASEMENT FLOOR 03/12/2025 Comments1: MW GH _____ AM 007-GAR GARAGE FLOOR 03/12/2025 Comments1: MW GH _____ AM 008-STP STOOPS 03/14/2025 Comments1: FRONT -- MW GH _____ AM 009-PHD POST HOLE - DECK 03/14/2025 PBF _____ 006-PLU PLUMBING - UNDERSLAB 20241553 2694 BIG GROVE CIR 88 03/07/2025 Comments1: AMEEKS@NVRINC.COM DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 13DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 13 TIME: 10:45:02 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 03/01/2025 TO 03/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ GH _____ AM 007-RFR ROUGH FRAMING RESCHECK SF 03/10/2025 Comments1: DECK -- ANDREW GH _____ AM 008-BSM BASEMENT FLOOR 03/13/2025 Comments1: MW GH _____ AM 009-STP STOOPS 03/20/2025 Comments1: MW FRONT GH _____ AM 010-GAR GARAGE FLOOR 03/20/2025 Comments1: MW BF _____ 011-RFR ROUGH FRAMING RESCHECK SF 03/27/2025 Comments1: KALIN 630-927-2807 KTELLEZ@NVRINC.COM ** Comments2: ***ACCESS FROM HOUSE TO ATTIC GARAGE BF _____ 012-REL ROUGH ELECTRICAL 03/27/2025 Comments1: KALIN 630-927-2807 KTELLEZ@NVRINC.COM BF _____ 013-RMC ROUGH MECHANICAL 03/27/2025 Comments1: KALIN 630-927-2807 KTELLEZ@NVRINC.COM PBF _____ 014-PLR PLUMBING - ROUGH 03/27/2025 Comments1: KALIN 630-927-2807 KTELLEZ@NVRINC.COM BC _____ AM 015-INS INSULATION 03/31/2025 Comments1: KALIN 630-927-2807 PR _____ AM 005-FIN FINAL INSPECTION 20241560 401 HEUSTIS ST 03/03/2025 Comments1: CLEAN EDGE PR _____ AM 006-FEL FINAL ELECTRIC 03/03/2025 PR _____ AM 007-FMC FINAL MECHANICAL 03/03/2025 PR _____ AM 008-PLF PLUMBING - FINAL OSR READ 03/03/2025 PBF _____ 010-PLR PLUMBING - ROUGH 20241563 2845 MCLELLAN BLVD 482 03/03/2025 Comments1: JIM - 224-828-3245 JFLAHERT@NVRINC.COM GH _____ AM 011-RFR ROUGH FRAMING RESCHECK SF 03/03/2025 Comments1: JIM 224-828-3245 GH _____ AM 012-REL ROUGH ELECTRICAL 03/03/2025 GH _____ AM 013-RMC ROUGH MECHANICAL 03/03/2025 GH _____ 014-INS INSULATION 03/05/2025 Comments1: ALSO CHECK -- HVAC FROM RMC -- JIM DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 14DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 14 TIME: 10:45:02 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 03/01/2025 TO 03/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ BC _____ 016-GAR GARAGE FLOOR 03/24/2025 Comments1: MW GH _____ AM 008-RFR ROUGH FRAMING RESCHECK SF 20241564 2868 MCLELLAN BLVD 458 03/12/2025 Comments1: DECK -- JIM GH _____ AM 009-STP STOOPS 03/13/2025 Comments1: FRONT STOOP - MW GH _____ AM 010-GAR GARAGE FLOOR 03/20/2025 Comments1: MW BF _____ AM 011-RFR ROUGH FRAMING RESCHECK SF 03/27/2025 Comments1: JIM 224-828-3245 JFLAHERT@NVRINC.COM BF _____ AM 012-RMC ROUGH MECHANICAL 03/27/2025 Comments1: JIM 224-828-3245 JFLAHERT@NVRINC.COM BF _____ AM 013-REL ROUGH ELECTRICAL 03/27/2025 Comments1: JIM 224-828-3245 JFLAHERT@NVRINC.COM PBF _____ AM 014-PLR PLUMBING - ROUGH 03/27/2025 Comments1: JIM 224-828-3245 JFLAHERT@NVRINC.COM GH _____ 015-INS INSULATION 03/31/2025 Comments1: JIM GH _____ AM 002-FOU FOUNDATION 20241565 2626 SUTHERLAND CT 32 03/04/2025 Comments1: MW GH _____ PM 003-BKF BACKFILL 03/11/2025 Comments1: MW PR _____ 004-WAT WATER 03/12/2025 Comments1: FAMILYSEWEROFFICE@YAHOO.COM GH _____ PM 005-BG BASEMENT AND GARAGE FLOOR 03/14/2025 Comments1: MW GH _____ 006-GPL GREEN PLATE INSPECTION 03/18/2025 Comments1: KALIN/RYAN BC _____ AM 007-STP STOOPS 03/28/2025 Comments1: FRONT - MW BF _____ PM 002-FIN FINAL INSPECTION 20241567 2022 INGEMUNSON LN 140 03/07/2025 Comments1: ENERGY STORAGE SYSTEM - FRANK 24-237-802 Comments2: 5 DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 15DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 15 TIME: 10:45:02 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 03/01/2025 TO 03/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ BF _____ PM 003-FEL FINAL ELECTRIC 03/07/2025 GH _____ PM 001-FTG FOOTING 20241577 2669 BIG GROVE CIR 92 03/13/2025 Comments1: MW GH _____ AM 002-FOU FOUNDATION 03/17/2025 Comments1: MW PBF _____ 003-WAT WATER 03/25/2025 Comments1: FAMILYSEWEROFFICE@YAHOO.COM BC _____ AM 004-BKF BACKFILL 03/24/2025 Comments1: MW PBF _____ 005-PLU PLUMBING - UNDERSLAB 03/25/2025 Comments1: AMEEKS@NVRINC.COM BC _____ PM 006-BSM BASEMENT FLOOR 03/28/2025 Comments1: MW BC _____ PM 007-GAR GARAGE FLOOR 03/28/2025 Comments1: MW GH _____ AM 005-GPL GREEN PLATE INSPECTION 20241578 2660 BIG GROVE CIR 71 03/03/2025 Comments1: KALIN PBF _____ 006-PLU PLUMBING - UNDERSLAB 03/10/2025 Comments1: AMEEKS@NVRINC.COM GH _____ AM 007-BSM BASEMENT FLOOR 03/11/2025 Comments1: MW BC _____ AM 008-RFR ROUGH FRAMING RESCHECK SF 03/19/2025 Comments1: DECK -- KALIN BF _____ AM 009-RFR ROUGH FRAMING RESCHECK SF 03/28/2025 Comments1: KALIN 630-927-2807 KTELLEZ@NVRINC.COM BF _____ AM 010-RMC ROUGH MECHANICAL 03/28/2025 Comments1: KALIN 630-927-2807 KTELLEZ@NVRINC.COM BF _____ AM 011-REL ROUGH ELECTRICAL 03/28/2025 Comments1: KALIN 630-927-2807 KTELLEZ@NVRINC.COM PBF _____ AM 012-PLR PLUMBING - ROUGH 03/28/2025 Comments1: KALIN 630-927-2807 KTELLEZ@NVRINC.COM BC _____ PM 014-GAR GARAGE FLOOR 03/28/2025 Comments1: MW DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 16DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 16 TIME: 10:45:02 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 03/01/2025 TO 03/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ BC _____ PM 015-STP STOOPS 03/28/2025 Comments1: FRONT STOOP - MW BC 11:00 001-ROF ROOF UNDERLAYMENT ICE & W 20241581 607 HEUSTIS ST 4 03/17/2025 Comments1: brian: 224-612-3718 GH _____ AM 001-FIN FINAL INSPECTION 20241588 1411 COTTONWOOD TR 45 03/31/2025 Comments1: SARAH MCKAY - 773-519-7797 PR _____ 002-RFR ROUGH FRAMING RESCHECK SF 20241590 4000 N BRIDGE ST 03/06/2025 PR _____ 003-REL ROUGH ELECTRICAL 03/06/2025 PR _____ 004-RMC ROUGH MECHANICAL 03/06/2025 PR _____ 005-PLR PLUMBING - ROUGH 03/06/2025 PR _____ 002-RFR ROUGH FRAMING RESCHECK SF 20241591 4000 N BRIDGE ST 03/06/2025 PR _____ 003-REL ROUGH ELECTRICAL 03/06/2025 PR _____ 004-RMC ROUGH MECHANICAL 03/06/2025 PR _____ 005-PLR PLUMBING - ROUGH 03/06/2025 PR _____ 002-RFR ROUGH FRAMING RESCHECK SF 20241592 4000 N BRIDGE ST 03/06/2025 PR _____ 003-REL ROUGH ELECTRICAL 03/06/2025 PR _____ 004-RMC ROUGH MECHANICAL 03/06/2025 PR _____ 005-PLR PLUMBING - ROUGH 03/06/2025 PR _____ PM 007-FIN FINAL INSPECTION 20241599 2387 FAIRFIELD AVE 494 03/18/2025 Comments1: VICTOR PR _____ PM 008-FEL FINAL ELECTRIC 03/18/2025 PR _____ PM 009-FMC FINAL MECHANICAL 03/18/2025 PR _____ PM 010-PLF PLUMBING - FINAL OSR READ 03/18/2025 GH _____ 001-FTG FOOTING 20241600 785 TIMBER OAK LN 9 03/19/2025 Comments1: MW PR _____ AM 002-FOU FOUNDATION 03/26/2025 Comments1: MW DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 17DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 17 TIME: 10:45:02 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 03/01/2025 TO 03/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ GH _____ PM 001-FTG FOOTING 20241601 2664 BIG GROVE CIR 73 03/20/2025 Comments1: MW BC 11:30 002-FOU FOUNDATION 03/24/2025 Comments1: MW PBF _____ 003-WAT WATER 03/27/2025 Comments1: FAMILYSEWEROFFICE@YAHOO.COM GH _____ 005-INS INSULATION 20250004 601 ASHWORTH LN 514 03/11/2025 Comments1: VICTOR BC _____ AM 001-FIN FINAL INSPECTION 20250005 3096 GRANDE TR 549 03/18/2025 Comments1: NICK - 773-319-8320 EVS BC _____ AM 002-REI REINSPECTION 20250006 1122 GRACE DR 100 03/03/2025 Comments1: FRAMING ALAN - 630-385-2881 BC _____ AM 003-REL ROUGH ELECTRICAL 03/03/2025 BC _____ AM 004-RMC ROUGH MECHANICAL 03/03/2025 PR _____ AM 005-PLR PLUMBING - ROUGH 03/03/2025 Comments1: ALAN - 630-385-2881 PR _____ 001-RFR ROUGH FRAMING RESCHECK SF 20250007 129 COMMERCIAL DR 1 03/13/2025 Comments1: 1ST FLOOR PR _____ 002-REL ROUGH ELECTRICAL 03/13/2025 PR _____ 003-RMC ROUGH MECHANICAL 03/13/2025 PR _____ 004-PLR PLUMBING - ROUGH 03/13/2025 PR _____ 005-RFR ROUGH FRAMING RESCHECK SF 03/21/2025 Comments1: 2ND FLOOR PR _____ 006-REL ROUGH ELECTRICAL 03/21/2025 PR _____ 007-RMC ROUGH MECHANICAL 03/21/2025 PR _____ 008-PLR PLUMBING - ROUGH 03/21/2025 BF _____ AM 001-FIN FINAL INSPECTION 20250008 3137 MATLOCK DR 653 03/14/2025 Comments1: SOLAR - PEDRO 815-342-5187 SHENAROZON@SU Comments2: NRISESOLAR-IL.COM BF _____ AM 002-FEL FINAL ELECTRIC 03/14/2025 DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 18DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 18 TIME: 10:45:02 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 03/01/2025 TO 03/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ GH _____ AM 001-FIN FINAL INSPECTION 20250009 405 BRUELL ST 03/17/2025 Comments1: BRETT - 815-786-3100 GH _____ AM 001-FTG FOOTING 20250012 2633 SUTHERLAND CT 35 03/07/2025 Comments1: MW GH _____ PM 002-FOU FOUNDATION 03/11/2025 Comments1: MW PR _____ AM 003-PLU PLUMBING - UNDERSLAB 03/13/2025 Comments1: ANDREW 331-431-7342 AMEEKS@NVRINC.COM PBF _____ 004-WAT WATER 03/17/2025 Comments1: FAMILYSEWEROFFICE@YAHOO.COM GH _____ 005-BKF BACKFILL 03/14/2025 Comments1: MW GH _____ AM 006-BSM BASEMENT FLOOR 03/21/2025 Comments1: MW TAPE AROUND 2 LOLLY COLUMNS GH _____ AM 007-GAR GARAGE FLOOR 03/21/2025 Comments1: MW PBF _____ 008-PLU PLUMBING - UNDERSLAB 03/25/2025 Comments1: AMEEKS@NVRINC.COM GH _____ 005-GPL GREEN PLATE INSPECTION 20250013 2841 CRYDER WAY 479 03/03/2025 PBF _____ 006-PLU PLUMBING - UNDERSLAB 03/10/2025 Comments1: JFLAHERT@NVRINC.COM GH _____ AM 007-BSM BASEMENT FLOOR 03/13/2025 Comments1: KARINA 815-839-8175 BC _____ 008-GAR GARAGE FLOOR 03/24/2025 BC _____ 009-STP STOOPS 03/24/2025 Comments1: FR & R BC _____ AM 001-FTG FOOTING 20250014 2884 ROOD STREET 305 03/04/2025 Comments1: KARINA- 815-839-8175 GH 08:30 003-FOU FOUNDATION 03/07/2025 Comments1: KARINA 815-839-8175 PBF _____ 004-WAT WATER 03/11/2025 Comments1: FAMILYSEWEROFFICE@YAHOO.COM DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 19DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 19 TIME: 10:45:02 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 03/01/2025 TO 03/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ GH _____ AM 005-BKF BACKFILL 03/14/2025 Comments1: MW PBF _____ 006-PLU PLUMBING - UNDERSLAB 03/18/2025 Comments1: JFLAHERT@NVRINC.COM GH _____ AM 007-BSM BASEMENT FLOOR 03/19/2025 Comments1: MW GH _____ AM 008-GAR GARAGE FLOOR 03/19/2025 Comments1: NOT READY GH _____ AM 009-GAR GARAGE FLOOR 03/20/2025 Comments1: MW BC _____ AM 010-GPL GREEN PLATE INSPECTION 03/24/2025 Comments1: JIM 2248283245 GH _____ AM 004-RFR ROUGH FRAMING RESCHECK SF 20250018 2881 OLD GLORY DR 245 03/11/2025 GH _____ AM 005-REL ROUGH ELECTRICAL 03/11/2025 PBF _____ AM 006-PLR PLUMBING - ROUGH 03/11/2025 Comments1: KYLE: 630-703-8490 GH _____ AM 007-RMC ROUGH MECHANICAL 03/11/2025 Comments1: RECOMMEND INSULATION DRYER DUCT RUNNING Comments2: THROUGH GARAGE GH _____ PM 008-INS INSULATION 03/12/2025 Comments1: AFTER 11:00AM GH _____ PM 009-INS INSULATION 03/17/2025 GH _____ PM 010-REL ROUGH ELECTRICAL 03/17/2025 BF _____ AM 001-FTG FOOTING 20250019 2625 SUTHERLAND CT 39 03/27/2025 Comments1: MW GH _____ AM 002-FOU FOUNDATION 03/31/2025 Comments1: MW - LATE AM PBF _____ 003-WAT WATER 20250020 2857 CRYDER WAY 476 03/06/2025 Comments1: FAMILYSEWEROFFICE@YAHOO.COM GH _____ AM 004-BKF BACKFILL 03/07/2025 Comments1: MW DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 20DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 20 TIME: 10:45:02 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 03/01/2025 TO 03/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ PR _____ 005-PLU PLUMBING - UNDERSLAB 03/12/2025 Comments1: JIM GH _____ AM 006-BSM BASEMENT FLOOR 03/13/2025 Comments1: MW GH _____ 007-GAR GARAGE FLOOR 03/13/2025 Comments1: MW BC _____ 008-GPL GREEN PLATE INSPECTION 03/17/2025 Comments1: JIM GH _____ AM 001-FTG FOOTING 20250021 2853 OLD GLORY DRIVE 240 03/11/2025 Comments1: MW REFER TO SOIL REPORT FOR UNDERCUT ARE Comments2: A GH 12:00 002-FOU FOUNDATION 03/12/2025 Comments1: MW PBF _____ 003-WAT WATER 03/18/2025 Comments1: FAMILYSEWEROFFICE@YAHOO.COM GH _____ AM 004-BKF BACKFILL 03/19/2025 Comments1: MW PBF _____ 005-PLU PLUMBING - UNDERSLAB 03/25/2025 Comments1: JFLAHERT@NVRINC.COM PR _____ 006-BG BASEMENT AND GARAGE FLOOR 03/26/2025 Comments1: MW GH _____ 007-GPL GREEN PLATE INSPECTION 03/31/2025 Comments1: JIM GH 10:00 001-PHF POST HOLE - FENCE 20250024 507 MADISON CT 03/11/2025 Comments1: CANDACE 630-406-8410 X 220 GH _____ 002-FIN FINAL INSPECTION 03/13/2025 Comments1: CAN COME ANYTIME - JENNIFER 630-301-959 Comments2: 9 GH _____ PM 001-FTG FOOTING 20250039 2847 CRYDER WAY 478 03/18/2025 Comments1: KARINA 815-839-8175 GH _____ PM 002-FOU FOUNDATION 03/21/2025 Comments1: MW PBF _____ 003-WAT WATER 03/27/2025 Comments1: FAMILYSEWEROFFICE@YAHOO.COM DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 21DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 21 TIME: 10:45:02 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 03/01/2025 TO 03/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ BF _____ AM 004-BKF BACKFILL 03/27/2025 Comments1: MW GH _____ 001-FIN FINAL INSPECTION 20250043 54 W COUNTRYSIDE PKWY 0 03/10/2025 Comments1: SIGN GH _____ 001-FIN FINAL INSPECTION 20250045 NWC CORNEILS & ROUTE 47 03/10/2025 Comments1: SIGN -- VINCE 630-999-1616 GH 10:00 001-ROF ROOF UNDERLAYMENT ICE & W 20250050 441 WINDETT RIDGE RD 61 03/12/2025 Comments1: CARRIE - 630-844-2553 X 103 BC _____ AM 001-RFR ROUGH FRAMING RESCHECK SF 20250061 557 MANCHESTER LN 396 03/24/2025 Comments1: Ryan: 630-849-6813 PBF _____ AM 002-PLR PLUMBING - ROUGH 03/25/2025 Comments1: RYAN: 630-849-6813 BC _____ 003-REL ROUGH ELECTRICAL 03/24/2025 BF _____ AM 004-RMC ROUGH MECHANICAL 03/27/2025 Comments1: BASEMENT -- ryan: 630-849-6813 BF _____ AM 005-INS INSULATION 03/27/2025 Comments1: RYAN: 630-849-6813 BC _____ AM 001-FTG FOOTING 20250068 2092 SQUIRE CIR 178 03/25/2025 Comments1: MW PR _____ AM 002-FOU FOUNDATION 03/26/2025 Comments1: MW PR _____ AM 001-RFR ROUGH FRAMING RESCHECK SF 20250071 2684 PATRIOT CT 221 03/11/2025 Comments1: BASEMENT -- JIM 224-324-0813 PR _____ AM 002-REL ROUGH ELECTRICAL 03/11/2025 PR _____ AM 003-RMC ROUGH MECHANICAL 03/11/2025 PR _____ AM 004-PLR PLUMBING - ROUGH 03/11/2025 BC _____ PM 005-INS INSULATION 03/17/2025 Comments1: JIM 224-324-0813 BC _____ PM 001-FIN FINAL INSPECTION 20250072 4542 HALFMOON DR A 359 03/03/2025 Comments1: CLARENCE - 630-449-8666 - WATER HEATER BC 13:00 001-OCC OCCUPANCY INSPECTION 20250074 219 S. BRIDGE ST. 03/04/2025 Comments1: OCCUPANCY - COMMERCIAL - DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 22DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 22 TIME: 10:45:02 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 03/01/2025 TO 03/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ BKF 13:00 002-OCC OCCUPANCY INSPECTION 03/04/2025 BC 13:00 003-OCC OCCUPANCY INSPECTION 03/20/2025 Comments1: EARL - 816-876-6045 GH _____ PM 002-FIN FINAL INSPECTION 20250085 3244 PINEWOOD DR 39 03/18/2025 Comments1: 815-836-8731 PR _____ AM 001-RFR ROUGH FRAMING RESCHECK SF 20250087 201 W HYDRAULIC ST 03/13/2025 Comments1: MIKE 630-917-4584 PR _____ AM 002-REL ROUGH ELECTRICAL 03/13/2025 PR _____ AM 003-RMC ROUGH MECHANICAL 03/13/2025 PR _____ AM 004-PLR PLUMBING - ROUGH 03/13/2025 BC 11:00 001-ROF ROOF UNDERLAYMENT ICE & W 20250089 106 APPLETREE CT 03/18/2025 Comments1: MARK 630-329-0344 GH 14:30 001-PHF POST HOLE - FENCE 20250108 472 BISCAYNE LN 2016 03/10/2025 Comments1: CLASSIC GH 11:00 001-ROF ROOF UNDERLAYMENT ICE & W 20250110 359 SUTTON ST. 03/17/2025 Comments1: brian - 224-612-3718 GH 10:00 002-ROF ROOF UNDERLAYMENT ICE & W 03/18/2025 Comments1: PARTIAL -- LAURA 630-200-7589 GH 11:00 001-PHF POST HOLE - FENCE 20250118 2793 BERRYWOOD LN 795 03/14/2025 Comments1: KRIS - 815-834-1200 BC 10:00 001-FTG FOOTING 20250119 2811 CRYDER WAY 454 03/28/2025 Comments1: REMY GH 11:00 001-PHF POST HOLE - FENCE 20250120 506 WALSH CT 1 03/07/2025 Comments1: JENNY 630-551-3400 GH 11:00 001-PHF POST HOLE - FENCE 20250121 1815 COUNTRY HILLS DR 136 03/14/2025 Comments1: TONY 630-406-8410 X 212 GH 10:30 001-PHF POST HOLE - FENCE 20250133 432 BISCAYNE LN 2018 03/18/2025 Comments1: TINA 815-836-8731 BC _____ AM 002-FIN FINAL INSPECTION 03/19/2025 Comments1: LEE 815403-8820 PR _____ AM 001-RFR ROUGH FRAMING RESCHECK SF 20250138 4475 E MILLBROOK CIR 231 03/11/2025 Comments1: BASEMENT-- RICH 847-417-1971 DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 23DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 23 TIME: 10:45:02 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 03/01/2025 TO 03/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ PR _____ AM 002-REL ROUGH ELECTRICAL 03/11/2025 PR _____ AM 003-RMC ROUGH MECHANICAL 03/11/2025 PR _____ AM 004-PLR PLUMBING - ROUGH 03/11/2025 GH 08:30 001-PHF POST HOLE - FENCE 20250139 402 LIBERTY ST 03/10/2025 Comments1: CHRIS 815-557-5375 GH 08:00 001-PHF POST HOLE - FENCE 20250140 2466 WAVERLY CIR 238 03/13/2025 Comments1: MIGUEL 630+701-0592 BC _____ PM 001-PHF POST HOLE - FENCE 20250145 938 PURCELL ST 82 03/18/2025 Comments1: CARLA - 815-460-3449 BC 11:30 001-PHF POST HOLE - FENCE 20250148 1307 WILLOW WAY 217 03/19/2025 Comments1: JAZLYN 224-220-1042 BC _____ PM 002-FIN FINAL INSPECTION 03/24/2025 Comments1: JAZLYN - 224-220-1042 BC 11:30 001-PHF POST HOLE - FENCE 20250149 1961 SUNNY DELL CT 92 03/19/2025 BC _____ 002-FIN FINAL INSPECTION 03/24/2025 Comments1: FENCE BC 08:00 001-PHF POST HOLE - FENCE 20250160 566 BLUESTEM DR 13 03/28/2025 Comments1: JESUS 773-213-7225 BC _____ PM 001-PH POST HOLES / PILES 20250163 OUTLOT 9006 9006 03/31/2025 Comments1: NICK 847-529-4510 GH 11:00 001-PHF POST HOLE - FENCE 20250164 411 BISCAYNE LN 1988 03/31/2025 Comments1: SHERRY: 815-836-8731 BC _____ 001-PHF POST HOLE - FENCE 20250190 2661 GOULD CT 64 03/21/2025 Comments1: GINA 630-400-9529 BC _____ AM 001-PTO PREPOUR BASE FOR PATIO 20250195 2211 NORTHLAND LN 98 03/31/2025 Comments1: TRAVIS - 630-688-4528 DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 24DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 24 TIME: 10:45:02 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 03/01/2025 TO 03/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ PERMIT TYPE SUMMARY: ADD ADDITION 6 BDO COMMERCIAL BUILD-OUT 8 BSM BASEMENT REMODEL 41 CCO COMMERCIAL OCCUPANCY PERMIT 5 COM COMMERCIAL BUILDING 2 CRM COMMERCIAL REMODEL 4 DCK DECK 1 ESS BATTERY ENERGY STORAGE SYSTEMS 5 EVS ELECTRIC VEHICLE CHARGING STAT 1 FNC FENCE 19 HVC HVAC UNIT/S 2 IGP IN-GROUND POOL 1 MF MULTI-FAMILY (APARTMENT/CONDO) 30 MSC MISCELLANEOUS 4 PTO PATIO / PAVERS 2 REM REMODEL 23 REP REPAIR 7 ROF ROOFING 5 RS ROOFING & SIDING 1 SFA SINGLE-FAMILY ATTACHED 30 SFD SINGLE-FAMILY DETACHED 199 SGN SIGN 3 SID SIDING 1 SLF SOLAR FARM 1 SOL SOLAR PANELS 2 WHR WATER HEATER REPLACEMENT 1 WIN WINDOW REPLACEMENT 2 INSPECTION SUMMARY: BG BASEMENT AND GARAGE FLOOR 2 BKF BACKFILL 7 BSM BASEMENT FLOOR 11 EFL ENGINEERING FINAL SITE 5 ELS ELECTRIC SERVICE 1 ESW SEWER / WATER 3 FEL FINAL ELECTRIC 13 FIN FINAL INSPECTION 32 FMC FINAL MECHANICAL 10 FOU FOUNDATION 10 FTG FOOTING 13 GAR GARAGE FLOOR 27 GPL GREEN PLATE INSPECTION 7 INS INSULATION 27 OCC OCCUPANCY INSPECTION 5 PH POST HOLES / PILES 1 PHD POST HOLE - DECK 2 PHF POST HOLE - FENCE 14 PLF PLUMBING - FINAL OSR READY 11 DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 25DATE: 04/01/2025 UNITED CITY OF YORKVILLE PAGE: 25 TIME: 10:45:02 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 03/01/2025 TO 03/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ PLR PLUMBING - ROUGH 33 PLU PLUMBING - UNDERSLAB 13 PTO PREPOUR BASE FOR PATIO 1 REI REINSPECTION 8 REL ROUGH ELECTRICAL 39 RFR ROUGH FRAMING RESCHECK SFD SFA 41 RMC ROUGH MECHANICAL 39 ROF ROOF UNDERLAYMENT ICE & WATER 7 SEW SEWER INSPECTION 1 STP STOOPS 14 WAT WATER 9 INSPECTOR SUMMARY: BC BOB CREADEUR 78 BF B&F INSPECTOR CODE SERVICE 40 BKF BRISTOL KENDALL FIRE DEPT 2 GH GINA HASTINGS 156 GS GEORGE STEFFENS 5 PBF PLUMBER 40 PR PETER RATOS 85 STATUS SUMMARY: A GH 1 A PR 3 C BC 10 C BF 6 C BKF 1 C GH 15 C PBF 1 C PR 12 I BC 68 I BF 34 I BKF 1 I GH 129 I GS 3 I PBF 38 I PR 68 T GH 11 T GS 2 T PBF 1 T PR 2 REPORT SUMMARY: 406 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 1 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 1 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------PR _____ 142-BKF BACKFILL 10000001 COUNTY INSPECTIONS 0 04/04/2025 Comments1: 7161 IRONWOOD CT - YORKVILLE PR _____ 143-BSM BASEMENT FLOOR 04/04/2025 Comments1: 11315 BRIGHTON OAKS DR PR _____ 144-FOU FOUNDATION 04/04/2025 Comments1: 26 TIMBER RIDGE DR-YORKVILLE PR _____ 145-PLR PLUMBING - ROUGH 04/28/2025 Comments1: 6005 WHITETAIL RIDGE DR BC 11:00 004-FOU FOUNDATION 20232333 107 E STAGECOACH TR 0 04/09/2025 Comments1: CURTIS BC _____ 005-ELU ELECTRICAL - UNDERSLAB 04/09/2025 Comments1: PHIL 815-666-9683 BC 12:00 006-FTG FOOTING 04/11/2025 Comments1: CURTIS 630-514-2190 PR _____ 007-MIS MISCELLANEOUS 04/11/2025 Comments1: WATER RISER PR 10:00 008-PLU PLUMBING - UNDERSLAB 04/14/2025 Comments1: PHIL: 815-666-9683 BC 23:30 009-FTG FOOTING 04/15/2025 Comments1: CURTIS 630-514-2190 BC _____ 010-FTG FOOTING 04/16/2025 Comments1: DUMPSTER PAD GS _____ 033-EFL ENGINEERING FINAL SITE 20240003 2810 CRYDER WAY 453 04/04/2025 GS _____ 021-EFL ENGINEERING FINAL SITE 20240117 2911 CRYDER WAY 469 04/16/2025 Comments1: CANNOT KEY BBOX - NEED TO REI FOR TEMP GH _____ 022-FIN FINAL INSPECTION 04/16/2025 Comments1: ALADDIN GH _____ 023-FEL FINAL ELECTRIC 04/16/2025 GH _____ 024-FMC FINAL MECHANICAL 04/16/2025 PBF _____ 025-PLF PLUMBING - FINAL OSR READ 04/16/2025 GH 23:00 AM 026-REI REINSPECTION 04/23/2025 Comments1: REI FINAL FRAMING - ALADDIN DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 2 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 2 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH 23:00 AM 027-REI REINSPECTION 04/23/2025 Comments1: FINAL ELECTRICAL - ALADDIN GS _____ 028-REI REINSPECTION 04/23/2025 Comments1: PER GS OKAY TO TEMP GH _____ AM 062-RFR ROUGH FRAMING RESCHECK SF 20240195 1536 SYCAMORE RD 2 04/02/2025 Comments1: 2ND FLOOR CORRIDOR & 2ND FLOOR STORAGE GH _____ AM 063-REL ROUGH ELECTRICAL 04/02/2025 Comments1: 2ND FLOOR CORRIDOR GH _____ AM 064-RMC ROUGH MECHANICAL 04/02/2025 Comments1: 2ND FLOOR CORRIDOR PR _____ 065-PLR PLUMBING - ROUGH 04/07/2025 Comments1: UNITS 301-308 -- JIM PR _____ 066-PLR PLUMBING - ROUGH 04/08/2025 Comments1: UNITS 309-317 -- JIM GH 23:00 AM 067-RFR ROUGH FRAMING RESCHECK SF 04/15/2025 Comments1: UNITS 301, 302, 303 GH 23:00 AM 068-REL ROUGH ELECTRICAL 04/15/2025 Comments1: UNITS 301, 302, 303 GH 23:00 AM 069-RMC ROUGH MECHANICAL 04/15/2025 Comments1: UNITS 301, 302, 303 BC 23:00 AM 070-RFR ROUGH FRAMING RESCHECK SF 04/15/2025 Comments1: UNITS 304, 305, 306 BC 23:00 AM 071-REL ROUGH ELECTRICAL 04/15/2025 Comments1: UNITS 304, 305, 305 BC 23:00 AM 072-RMC ROUGH MECHANICAL 04/15/2025 Comments1: UNITS 304, 305, 306 GH 13:00 PM 073-INS INSULATION 04/21/2025 Comments1: UNITS 301-306 GH 23:00 AM 074-RMC ROUGH MECHANICAL 04/21/2025 Comments1: 3 Units, 307-309 JIM 708-238-5391 GH 23:00 AM 075-REL ROUGH ELECTRICAL 04/21/2025 Comments1: 3 Units, 307-309 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 3 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 3 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH 23:00 AM 076-RFR ROUGH FRAMING RESCHECK SF 04/21/2025 Comments1: 3 Units, 307-309 GH 13:00 PM 077-RFR ROUGH FRAMING RESCHECK SF 04/21/2025 Comments1: UNITS 310, 311, 312 GH 23:00 PM 078-RMC ROUGH MECHANICAL 04/21/2025 Comments1: UNITS 310, 311, 312 GH 23:00 AM 079-REL ROUGH ELECTRICAL 04/21/2025 Comments1: UNITS 310, 311, 312 BC 23:00 AM 080-RFR ROUGH FRAMING RESCHECK SF 04/22/2025 Comments1: 1ST FLOOR POSTAL ROOM, OFFICE AND COMMUN Comments2: ITY ROOM BC 23:00 AM 081-RMC ROUGH MECHANICAL 04/22/2025 Comments1: 1ST FLOOR POSTAL ROOM, OFFICE AND COMMUN Comments2: ITY ROOM BC 23:00 AM 082-REL ROUGH ELECTRICAL 04/22/2025 Comments1: 1ST FLOOR POSTAL ROOM, OFFICE AND COMMUN Comments2: ITY ROOM BC 23:00 AM 083-RFR ROUGH FRAMING RESCHECK SF 04/24/2025 Comments1: 313-318 BC 23:00 AM 084-REL ROUGH ELECTRICAL 04/24/2025 Comments1: 313-318 BC 23:00 AM 085-RMC ROUGH MECHANICAL 04/24/2025 Comments1: 313-318 GH 23:00 AM 086-INS INSULATION 04/25/2025 Comments1: 307-312 AND STORAGE ROOM GH 23:00 AM 088-RFR ROUGH FRAMING RESCHECK SF 04/28/2025 Comments1: TWO STAIRSWAYS X 3 STORIES & 3RD FLOOR C Comments2: ORRIDOR GH 23:00 AM 089-REL ROUGH ELECTRICAL 04/28/2025 Comments1: TWO STAIRSWAYS X 3 STORIES & 3RD FLOOR C Comments2: ORRIDOR GH 23:00 AM 090-RMC ROUGH MECHANICAL 04/28/2024 Comments1: TWO STAIRSWAYS X 3 STORIES & 3RD FLOOR C Comments2: ORRIDOR DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 4 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 4 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------BC 23:00 AM 091-INS INSULATION 04/30/2025 Comments1: JIM -- UNITS 313-318 GS _____ 024-EFL ENGINEERING FINAL SITE 20240308 2765 BERRYWOOD LN 788 04/09/2025 Comments1: SEE NOTES BC _____ 003-REI REINSPECTION 20240460 722 OMAHA DR 46 04/30/2025 Comments1: POOL -- MARCUS BC 13:00 PM 010-RFR ROUGH FRAMING RESCHECK SF 20240576 2176 HENNING LN 340 04/23/2025 Comments1: ALLADIN -- SEE INSPECTION NOTES BC 13:00 PM 011-REL ROUGH ELECTRICAL 04/23/2025 BC 13:00 PM 012-RMC ROUGH MECHANICAL 04/23/2025 PBF 13:00 PM 013-PLR PLUMBING - ROUGH 04/23/2025 Comments1: ALADDIN@MBHOMES.COM BC 13:00 PM 014-REI REINSPECTION 04/25/2025 Comments1: ROUGH FRAMING BC 13:00 PM 015-REI REINSPECTION 04/25/2025 Comments1: ROUGH ELECTRICAL GS _____ 023-EFL ENGINEERING FINAL SITE 20240629 3374 SEELEY CT 813 04/09/2025 Comments1: SEE NOTES GS _____ 021-EFL ENGINEERING FINAL SITE 20240630 3384 SEELEY CT 812 04/09/2025 Comments1: SEE NOTES GS _____ 022-EFL ENGINEERING FINAL SITE 20240631 2757 BERRYWOOD LN 786 04/09/2025 Comments1: PROPERTY PINS GS _____ 022-EFL ENGINEERING FINAL SITE 20240632 2753 BERRYWOOD LN 785 04/09/2025 Comments1: PROPERTY PINS GS _____ 023-EFL ENGINEERING FINAL SITE 20240707 452 BISCAYNE LN 2017 04/04/2025 Comments1: TEMP TO FINAL GS _____ 025-EFL ENGINEERING FINAL SITE 20240708 512 BISCAYNE CT 2013 04/04/2025 Comments1: TEMP TO FINAL GS _____ 024-EFL ENGINEERING FINAL SITE 20240791 4436 TAMPA DR 1974 04/23/2025 Comments1: 4 CRACKED EDGES ON PUBLIC WALKS - FAILED Comments2: PER GS GS _____ 023-REI REINSPECTION 20240792 552 BISCAYNE CT 2011 04/23/2025 Comments1: TEMP TO FINAL - DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 5 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 5 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------BC 23:00 AM 014-PTO PREPOUR BASE FOR PATIO 20240845 328 POPLAR DR 93 04/21/2025 Comments1: RSS BC 23:00 AM 015-WKS PUBLIC & SERVICE WALKS 04/21/2025 Comments1: RSS PR _____ 003-UGE UNDERGROUND ELECTRIC 20240911 579 E KENDALL DR 1 04/16/2025 PR _____ 002-UGE UNDERGROUND ELECTRIC 20241042 2820 BEECHER RD 0 04/16/2025 PR _____ 003-FTG FOOTING 04/16/2025 GH 23:00 AM 022-WKS PUBLIC & SERVICE WALKS 20241117 3046 JETER ST 564 04/29/2025 Comments1: MW GS _____ 025-EFL ENGINEERING FINAL SITE 20241119 492 BISCAYNE LN 2015 04/04/2025 Comments1: TEMP TO FINAL BC _____ 009-ELS ELECTRIC SERVICE 20241201 1220 GILLESPIE LN 414 04/01/2025 BC _____ 009-ELS ELECTRIC SERVICE 20241202 1218 GILLESPIE LN 413 04/01/2025 BC _____ 009-ELS ELECTRIC SERVICE 20241203 1216 GILLESPIE LN 412 04/01/2025 BC _____ 009-ELS ELECTRIC SERVICE 20241204 1214 GILLESPIE LN 411 04/01/2025 BC _____ 009-ELS ELECTRIC SERVICE 20241205 1212 GILLESPIE LN 410 04/01/2025 BC _____ 009-ELS ELECTRIC SERVICE 20241206 1210 GILLESPIE LN 409 04/01/2025 GH _____ AM 021-WKS PUBLIC & SERVICE WALKS 20241226 2864 OLD GLORY DR 276 04/14/2025 Comments1: MW GH 23:00 AM 018-WKS PUBLIC & SERVICE WALKS 20241227 3038 JETER ST 563 04/29/2025 Comments1: MW GH _____ AM 021-WKS PUBLIC & SERVICE WALKS 20241228 2858 OLD GLORY DR 277 04/14/2025 Comments1: MW GH _____ AM 021-WKS PUBLIC & SERVICE WALKS 20241243 2857 OLD GLORY DR 241 04/14/2025 Comments1: MW GH _____ AM 022-WKS PUBLIC & SERVICE WALKS 20241244 2861 OLD GLORY DR 242 04/14/2025 Comments1: MW GH _____ AM 021-WKS PUBLIC & SERVICE WALKS 20241245 2848 OLD GLORY DR 279 04/14/2025 Comments1: MW - REMOVE SIGN AT END OF PUBLIC WALK B Comments2: EFORE POURING DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 6 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 6 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH _____ AM 020-WKS PUBLIC & SERVICE WALKS 20241246 2854 OLD GLORY DR 278 04/14/2025 Comments1: MW PR _____ AM 001-PLU PLUMBING - UNDERSLAB 20241257 504 S MAIN ST 0 04/07/2025 Comments1: EARLY -- BRIAN 815-922-9051 PR _____ AM 002-REL ROUGH ELECTRICAL 04/10/2025 Comments1: 1ST FLR - PARTIAL 2ND PR 11:00 003-FTG FOOTING 04/10/2025 PR _____ pm 004-BSM BASEMENT FLOOR 04/09/2025 PR 23:00 AM 005-FOU FOUNDATION 04/15/2025 PR 23:00 AM 006-RFR ROUGH FRAMING RESCHECK SF 04/15/2025 PR 23:00 AM 007-FOU FOUNDATION 04/21/2025 Comments1: RYAN 630-220-6263 PR 23:00 AM 008-RFR ROUGH FRAMING RESCHECK SF 04/22/2025 PR 23:00 AM 009-REL ROUGH ELECTRICAL 04/22/2025 Comments1: 3RD FLOOR ELECTRIC PR _____ 010-RMC ROUGH MECHANICAL 04/17/2025 PR _____ 011-PPS PRE-POUR, SLAB ON GRADE 04/28/2025 GH 23:00 AM 021-WKS PUBLIC & SERVICE WALKS 20241304 3045 CONSTITUTION WAY 517 04/29/2025 Comments1: GH GH 09:00 015-PHD POST HOLE - DECK 20241306 312 TIMBER OAK LN 1 04/10/2025 Comments1: RSS 630-546-0891 BC 23:00 AM 016-ELS ELECTRIC SERVICE 04/24/2025 Comments1: TYRELL BC _____ AM 002-FIN FINAL INSPECTION 20241307 4569 GARDINER AVE 1102 04/03/2025 Comments1: ENERGY BACKUP SYSTEM -- AXEL 801-970-156 Comments2: 6 GH _____ PM 009-RFR ROUGH FRAMING RESCHECK SF 20241309 802 BRISTOL AVE 2 04/07/2025 Comments1: CLAYTON GH _____ PM 010-REL ROUGH ELECTRICAL 04/07/2025 GH _____ PM 011-RMC ROUGH MECHANICAL 04/07/2025 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 7 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 7 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------PR _____ PM 012-PLR PLUMBING - ROUGH 04/07/2025 GH _____ AM 013-INS INSULATION 04/10/2025 Comments1: CLAYTON - 630-336-3678 GH _____ 001-FTG FOOTING 20241322 2671 BIG GROVE CIR 91 04/02/2025 Comments1: MW PASSED AS NOTED GH _____ AM 002-FOU FOUNDATION 04/04/2025 Comments1: MW PBF _____ 003-WAT WATER 04/10/2025 Comments1: FAMILYSEWEROFFICE@YAHOO.COM GH _____ AM 004-BKF BACKFILL 04/09/2025 Comments1: MW PBF _____ 005-PLU PLUMBING - UNDERSLAB 04/17/2025 Comments1: ANDREW GH 13:00 PM 006-PPS PRE-POUR, SLAB ON GRADE 04/22/2025 Comments1: MW GH 23:00 AM 007-GAR GARAGE FLOOR 04/24/2025 Comments1: MW BC _____ AM 001-FIN FINAL INSPECTION 20241326 592 TIMBER OAK LN 45 04/02/2025 Comments1: MIKE - 440-655-7071 BC _____ AM 002-BND POOL BONDING 20241331 2844 OLD GLORY DR 280 04/04/2025 Comments1: PHIL 630-632-2949 BC _____ AM 003-PPS PRE-POUR, SLAB ON GRADE 04/04/2025 Comments1: PHIL 6306322949 GH _____ 021-WKS PUBLIC & SERVICE WALKS 20241339 2688 BIG GROVE CIR 85 04/15/2025 Comments1: BATCH REPORT RECEIVED GH 23:00 AM 021-WKS PUBLIC & SERVICE WALKS 20241340 2667 BIG GROVE CIR 93 04/21/2025 Comments1: MW GS _____ 022-ADA ADA ACCESSIBLE WALK WAY 04/22/2025 PR 23:00 AM 006-FIN FINAL INSPECTION 20241362 204 W BEECHER ST 0 04/21/2025 Comments1: RYAN 224-240-6981 PR 23:00 AM 007-FEL FINAL ELECTRIC 04/21/2025 Comments1: RYAN 224-240-6981 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 8 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 8 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------PR 23:00 AM 008-FMC FINAL MECHANICAL 04/21/2025 BC _____ PM 004-REI REINSPECTION 20241377 1052 CANARY AVE 243 04/03/2025 Comments1: ESS -- FRANK 224-237-8025 BC 23:00 AM 005-REL ROUGH ELECTRICAL 20241383 421 NORWAY CIR 90 04/24/2025 Comments1: MIKE 630-854-8617 BC _____ 006-INS INSULATION 04/24/2025 GH _____ 016-FIN FINAL INSPECTION 20241384 2867 OLD GLORY DR 243 04/10/2025 Comments1: JIM GH _____ 017-FEL FINAL ELECTRIC 04/10/2025 GH _____ 018-FMC FINAL MECHANICAL 04/10/2025 PBF _____ 019-PLF PLUMBING - FINAL OSR READ 04/10/2025 Comments1: JFLAHERT@NVRINC.COM -- 224-828-3245 GS _____ 020-EFL ENGINEERING FINAL SITE 04/11/2025 Comments1: OK TO TEMP GH _____ AM 021-WKS PUBLIC & SERVICE WALKS 04/14/2025 Comments1: MW GS _____ 016-EFL ENGINEERING FINAL SITE 20241404 525 TIMBER OAK LN 26 04/16/2025 Comments1: OK TO TEMP BC 23:00 AM 017-REI REINSPECTION 04/17/2025 Comments1: FRAMING REI BC _____ 018-FIN FINAL INSPECTION 04/16/2025 Comments1: JASON BC _____ 019-FEL FINAL ELECTRIC 04/16/2025 BC _____ 020-FMC FINAL MECHANICAL 04/16/2025 PBF _____ 021-PLF PLUMBING - FINAL OSR READ 04/16/2025 BC _____ AM 001-TRN TRENCH - (GAS, ELECTRIC, 20241434 1342 SPRING ST 176 04/02/2025 Comments1: DEREK 630-768-1156 BC 23:00 AM 002-PTO PREPOUR BASE FOR PATIO 04/25/2025 Comments1: TODD: 630-973-1145 BC 23:00 AM 003-BND POOL BONDING 04/25/2025 Comments1: SOUTH END OF POOL NOT PROPERLY BONDED DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 9 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 9 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------BC _____ 004-REI REINSPECTION 04/29/2025 Comments1: POOL BONDING BC 13:00 PM 004-REI REINSPECTION 20241437 2469 CATALPA TR 173 04/25/2025 Comments1: ROUGH FRAMING AND ROUGH ELECTRICAL -- RY Comments2: AN GH _____ 020-WKS PUBLIC & SERVICE WALKS 20241440 2690 BIG GROVE CIR 86 04/15/2025 Comments1: BATCH REPORT RECEIVED PBF _____ 016-PLF PLUMBING - FINAL OSR READ 20241441 2692 BIG GROVE CIR 87 04/17/2025 Comments1: AMEEKS@NVRINC.COM GH _____ 017-FIN FINAL INSPECTION 04/23/2025 Comments1: ANDREW GH _____ 018-FEL FINAL ELECTRIC 04/23/2025 GH _____ 019-FMC FINAL MECHANICAL 04/17/2025 GH _____ 020-WKS PUBLIC & SERVICE WALKS 04/15/2025 Comments1: BATCH REPORT RECEIVED PR _____ 021-PLF PLUMBING - FINAL OSR READ 04/21/2025 Comments1: REINSPECTION - AMEEKS@NVRINC.COM GH 23:00 AM 015-WKS PUBLIC & SERVICE WALKS 20241442 2628 SUTHERLAND CT 33 04/21/2025 Comments1: MW GH 23:00 AM 015-WKS PUBLIC & SERVICE WALKS 20241443 2630 SUTHERLAND CT 34 04/21/2025 Comments1: MW PR _____ AM 005-PLU PLUMBING - UNDERSLAB 20241452 1386 SPRING ST 213 04/11/2025 GH 23:00 AM 006-BSM BASEMENT FLOOR 04/24/2025 Comments1: KEN BC _____ 007-RFR ROUGH FRAMING RESCHECK SF 04/29/2025 BC _____ 008-RMC ROUGH MECHANICAL 04/29/2025 BC _____ 009-REL ROUGH ELECTRICAL 04/29/2025 PR _____ 010-PLR PLUMBING - ROUGH 04/29/2025 PBF _____ AM 001-PLU PLUMBING - UNDERSLAB 20241453 1200 GILLESPIE LN 405 04/04/2025 Comments1: JENN@ABBYPROPERTISLLC DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 10 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 10 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH _____ PM 002-PPS PRE-POUR, SLAB ON GRADE 04/04/2025 GH 13:00 PM 003-GAR GARAGE FLOOR 04/17/2025 Comments1: JENN PBF _____ AM 001-PLU PLUMBING - UNDERSLAB 20241454 1202 GILLESPIE LN 406 04/04/2025 Comments1: JENN@ABBYPROPERTISLLC GH _____ PM 002-PPS PRE-POUR, SLAB ON GRADE 04/04/2025 GH 13:00 PM 003-GAR GARAGE FLOOR 04/17/2025 Comments1: JENN PBF _____ AM 001-PLU PLUMBING - UNDERSLAB 20241455 1204 GILLESPIE LN 407 04/04/2025 Comments1: JENN@ABBYPROPERTISLLC GH _____ PM 002-PPS PRE-POUR, SLAB ON GRADE 04/04/2025 GH 13:00 PM 003-GAR GARAGE FLOOR 04/17/2025 Comments1: JENN PBF _____ AM 001-PLU PLUMBING - UNDERSLAB 20241456 1206 GILLESPIE LN 408 04/04/2025 Comments1: JENN@ABBYPROPERTISLLC GH _____ PM 002-PPS PRE-POUR, SLAB ON GRADE 04/04/2025 GH 13:00 PM 003-GAR GARAGE FLOOR 04/17/2025 Comments1: JENN PBF _____ AM 001-PLU PLUMBING - UNDERSLAB 20241457 1201 GILLESPIE LN 404 04/04/2025 Comments1: JENN@ABBYPROPERTISLLC GH _____ PM 002-PPS PRE-POUR, SLAB ON GRADE 04/04/2025 Comments1: JENN GH 13:00 PM 003-GAR GARAGE FLOOR 04/17/2025 Comments1: JENN PBF _____ AM 001-PLU PLUMBING - UNDERSLAB 20241458 1203 GILLESPIE LN 403 04/04/2025 Comments1: JENN@ABBYPROPERTISLLC GH _____ PM 002-PPS PRE-POUR, SLAB ON GRADE 04/04/2025 GH 13:00 PM 003-GAR GARAGE FLOOR 04/17/2025 Comments1: JENN PBF _____ AM 001-PLU PLUMBING - UNDERSLAB 20241459 1205 GILLESPIE LN 402 04/04/2025 Comments1: JENN@ABBYPROPERTISLLC DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 11 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 11 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH _____ PM 002-PPS PRE-POUR, SLAB ON GRADE 04/04/2025 GH 13:00 PM 003-GAR GARAGE FLOOR 04/17/2025 Comments1: JENN PBF _____ AM 001-PLU PLUMBING - UNDERSLAB 20241460 1207 GILLESPIE LN 401 04/04/2025 Comments1: JENN@ABBYPROPERTISLLC GH _____ PM 002-PPS PRE-POUR, SLAB ON GRADE 04/04/2025 GH 13:00 PM 003-GAR GARAGE FLOOR 04/17/2025 Comments1: JENN GH _____ PM 003-GAR GARAGE FLOOR 20241477 1230 GILLESPIE LN 04/03/2025 Comments1: JENN BC _____ 004-ELS ELECTRIC SERVICE 04/01/2025 Comments1: OHMS: 12.72 GH _____ AM 005-ELS ELECTRIC SERVICE 04/04/2025 Comments1: JENN GH _____ PM 003-GAR GARAGE FLOOR 20241478 1232 GILLESPIE LN 04/03/2025 GH _____ AM 004-ELS ELECTRIC SERVICE 04/04/2025 Comments1: JENN GH _____ PM 003-GAR GARAGE FLOOR 20241479 1234 GILLESPIE LN 04/03/2025 GH _____ 004-ELS ELECTRIC SERVICE 04/04/2025 GH _____ PM 003-GAR GARAGE FLOOR 20241480 1236 GILLESPIE LN 04/03/2025 GH _____ AM 004-ELS ELECTRIC SERVICE 04/04/2025 GH _____ PM 003-GAR GARAGE FLOOR 20241481 1238 GILLESPIE LN 04/03/2025 GH _____ AM 004-ELS ELECTRIC SERVICE 04/04/2025 GH _____ PM 003-GAR GARAGE FLOOR 20241482 1240 GILLESPIE LN 04/03/2025 GH _____ AM 004-ELS ELECTRIC SERVICE 04/04/2025 GH _____ PM 003-GAR GARAGE FLOOR 20241483 1242 GILLESPIE LN 0 04/03/2025 Comments1: ABBY GH _____ AM 004-ELS ELECTRIC SERVICE 04/04/2025 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 12 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 12 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH _____ PM 003-GAR GARAGE FLOOR 20241484 1244 GILLESPIE LN 04/03/2025 Comments1: JENN GH _____ AM 004-ELS ELECTRIC SERVICE 04/04/2025 GH 23:00 AM 005-RFR ROUGH FRAMING RESCHECK SF 04/29/2025 Comments1: JENN GH 23:00 AM 006-REL ROUGH ELECTRICAL 04/29/2025 Comments1: JENN GH 23:00 AM 007-RMC ROUGH MECHANICAL 04/29/2025 Comments1: JENN PBF _____ AM 008-PLR PLUMBING - ROUGH 04/29/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 23:00 AM 009-INS INSULATION 04/30/2025 Comments1: JENN GH _____ PM 003-GAR GARAGE FLOOR 20241485 1246 GILLESPIE LN 0 04/03/2025 Comments1: JENN GH _____ AM 004-ELS ELECTRIC SERVICE 04/04/2025 BF 13:00 PM 005-RFR ROUGH FRAMING RESCHECK SF 04/24/2025 Comments1: JENN@ABBYPROPERTIES.LLC BF 13:00 PM 006-REL ROUGH ELECTRICAL 04/24/2025 Comments1: JENN BF 13:00 PM 007-RMC ROUGH MECHANICAL 04/24/2025 PBF 13:00 PM 008-PLR PLUMBING - ROUGH 04/24/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 009-INS INSULATION 04/25/2025 Comments1: JENN GH _____ PM 003-GAR GARAGE FLOOR 20241486 1248 GILLESPIE LN 0 04/03/2025 Comments1: JENN GH _____ AM 004-ELS ELECTRIC SERVICE 04/04/2025 PBF _____ 005-PLR PLUMBING - ROUGH 04/17/2025 Comments1: ABELJR@ABBYPROPERTIES.LLC BF 23:00 AM 006-INS INSULATION 04/21/2025 Comments1: ABEL DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 13 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 13 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------BC 13:00 PM 007-RFR ROUGH FRAMING RESCHECK SF 04/17/2025 Comments1: ABBYPROPERTIES.LLC@GMAIL.COM BC 13:00 PM 008-REL ROUGH ELECTRICAL 04/17/2025 BC 13:00 PM 009-RMC ROUGH MECHANICAL 04/17/2025 BC 09:00 017-STP STOOPS 20241491 2823 CRYDER WAY 481 04/04/2025 Comments1: FR & R -- MW GS _____ 015-EFL ENGINEERING FINAL SITE 20241517 2874 MCLELLAN BLVD 459 04/16/2025 Comments1: OKAY TO TEMP GH _____ 016-FIN FINAL INSPECTION 04/24/2025 GH _____ 017-FEL FINAL ELECTRIC 04/24/2025 GH _____ 018-RMC ROUGH MECHANICAL 04/24/2025 PBF _____ 019-PLF PLUMBING - FINAL OSR READ 04/24/2025 GH 23:00 AM 020-WKS PUBLIC & SERVICE WALKS 04/29/2025 Comments1: PARTIAL PUBLIC WALK - MW GS _____ 016-EFL ENGINEERING FINAL SITE 20241518 2851 CRYDER WAY 477 04/16/2025 Comments1: OK TO TEMP GH 23:00 AM 017-WKS PUBLIC & SERVICE WALKS 04/29/2025 Comments1: PUB & SERV MW GH 23:00 AM 018-FIN FINAL INSPECTION 04/30/2025 Comments1: JIM GH 23:00 AM 019-FMC FINAL MECHANICAL 04/30/2025 GH 23:00 AM 020-FEL FINAL ELECTRIC 04/30/2025 PBF _____ 021-PLF PLUMBING - FINAL OSR READ 04/30/2025 Comments1: JFLAHERT@NVRINC.COM GH 23:00 AM 017-WKS PUBLIC & SERVICE WALKS 20241541 2631 SUTHERLAND CT 36 04/21/2025 Comments1: MW PR 23:00 AM 013-RFR ROUGH FRAMING RESCHECK SF 20241542 862 HAYDEN DR 59 04/25/2025 Comments1: JESSICA PR 23:00 AM 014-REL ROUGH ELECTRICAL 04/25/2025 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 14 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 14 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------PR 23:00 AM 015-RMC ROUGH MECHANICAL 04/25/2025 PR 23:00 AM 016-PLR PLUMBING - ROUGH 04/24/2025 Comments1: REMY GH 23:00 AM 017-INS INSULATION 04/30/2025 GH _____ PM 018-REI REINSPECTION 04/30/2025 Comments1: INSULATION PR _____ PM 010-PLR PLUMBING - ROUGH 20241545 545 TIMBER OAK LN 25 04/02/2025 Comments1: JJACOBS@RALLYHOMES.NET BC _____ PM 011-RFR ROUGH FRAMING RESCHECK SF 04/03/2025 Comments1: JASON BC _____ PM 012-REL ROUGH ELECTRICAL 04/03/2025 BC _____ PM 013-RMC ROUGH MECHANICAL 04/03/2025 BC _____ AM 014-INS INSULATION 04/07/2025 Comments1: JASON GH 23:00 AM 016-WKS PUBLIC & SERVICE WALKS 20241553 2694 BIG GROVE CIR 88 04/17/2025 Comments1: MW GS _____ 017-EFL ENGINEERING FINAL SITE 04/16/2025 Comments1: OK TO TEMP BC 12:00 002-ROF ROOF UNDERLAYMENT ICE & W 20241559 911 HAMPTON LN 135 04/07/2025 Comments1: DANIEL 786-370-9053 GS _____ 017-EFL ENGINEERING FINAL SITE 20241563 2845 MCLELLAN BLVD 482 04/16/2025 Comments1: OKAY TO TEMP GH _____ 018-FIN FINAL INSPECTION 04/23/2025 Comments1: JIM GH _____ 019-FEL FINAL ELECTRIC 04/23/2025 GH _____ 020-FMC FINAL MECHANICAL 04/23/2025 PBF _____ 021-PLF PLUMBING - FINAL OSR READ 04/23/2025 Comments1: JFLAHERT@NVRINC.COM GH 23:00 AM 022-WKS PUBLIC & SERVICE WALKS 04/29/2025 Comments1: PUB AND SERV MW DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 15 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 15 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GS _____ 016-EFL ENGINEERING FINAL SITE 20241564 2868 MCLELLAN BLVD 458 04/16/2025 Comments1: OKAY TO TEMP GH _____ 017-FIN FINAL INSPECTION 04/24/2025 Comments1: JIM GH _____ 018-FEL FINAL ELECTRIC 04/24/2025 GH _____ 019-FMC FINAL MECHANICAL 04/24/2025 PBF _____ 020-PLF PLUMBING - FINAL OSR READ 04/24/2025 Comments1: JFLAHERT@NVRINC.COM GH 23:00 AM 021-WKS PUBLIC & SERVICE WALKS 04/29/2025 Comments1: PUB & SERV MW BC _____ PM 008-RFR ROUGH FRAMING RESCHECK SF 20241565 2626 SUTHERLAND CT 32 04/08/2025 Comments1: ANDREW: 331-431-7342 BC _____ PM 009-REL ROUGH ELECTRICAL 04/08/2025 Comments1: ANDREW: 331-431-7342 BC _____ PM 010-RMC ROUGH MECHANICAL 04/08/2025 Comments1: ANDREW: 331-431-7342 PBF _____ PM 011-PLR PLUMBING - ROUGH 04/08/2025 Comments1: AMEEKS@NVRINC.COM BC _____ AM 012-INS INSULATION 04/10/2025 Comments1: ANDREW GH 23:00 AM 013-WKS PUBLIC & SERVICE WALKS 04/29/2025 Comments1: MW GH 23:00 AM 009-STP STOOPS 20241577 2669 BIG GROVE CIR 92 04/17/2025 Comments1: FRONT AND REAR GH 23:00 AM 010-RFR ROUGH FRAMING RESCHECK SF 04/22/2025 Comments1: ANDREW 331-431-7342 GH 23:00 AM 011-RMC ROUGH MECHANICAL 04/22/2025 GH 23:00 AM 012-REL ROUGH ELECTRICAL 04/22/2025 PBF _____ 013-PLR PLUMBING - ROUGH 04/22/2025 Comments1: AMEEKS@NVRINC.COM GH 23:00 AM 014-INS INSULATION 04/24/2025 Comments1: ANDREW 331-431-7342 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 16 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 16 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH _____ 015-REI REINSPECTION 04/24/2025 Comments1: FRAMING BC _____ AM 013-INS INSULATION 20241578 2660 BIG GROVE CIR 71 04/01/2025 Comments1: KALIN GH 11:30 002-REI REINSPECTION 20241580 213 LEISURE ST 04/07/2025 Comments1: PHF - JAZLYN - 224-220-1042 GH _____ 003-FIN FINAL INSPECTION 04/14/2025 Comments1: FENCE PR _____ 006-MIS MISCELLANEOUS 20241590 4000 N BRIDGE ST 04/10/2025 Comments1: HOOD SYSTEM PR _____ 006-MIS MISCELLANEOUS 20241592 4000 N BRIDGE ST 04/10/2025 Comments1: HOOD SYSTEM BC _____ PM 002-FIN FINAL INSPECTION 20241597 1262 SPRING ST 190 04/09/2025 Comments1: THOMAS - 224-645-4871 BC _____ AM 003-BKF BACKFILL 20241600 785 TIMBER OAK LN 9 04/03/2025 Comments1: MW PBF _____ 004-PLU PLUMBING - UNDERSLAB 04/08/2025 Comments1: JJACOBS@RALLYHOMES.COM GH _____ AM 005-GPL GREEN PLATE INSPECTION 04/10/2025 Comments1: JASON PBF _____ 006-ESW SEWER / WATER 04/11/2025 Comments1: FAMILYSEWEROFFICE@YAHOO.COM GH _____ PM 007-BSM BASEMENT FLOOR 04/14/2025 Comments1: MW GH _____ PM 008-GAR GARAGE FLOOR 04/14/2025 Comments1: MW PR _____ 004-PLU PLUMBING - UNDERSLAB 20241601 2664 BIG GROVE CIR 73 04/02/2025 Comments1: ANDREW 331.431.7342 AMEEKS@NVRINC.COM GH _____ AM 005-BG BASEMENT AND GARAGE FLOOR 04/04/2025 Comments1: MW PASSED AS NOTED GH 23:00 AM 007-GPL GREEN PLATE INSPECTION 04/04/2025 Comments1: ANDREW PASSED AS NOTED DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 17 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 17 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH _____ 008-STP STOOPS 04/17/2025 Comments1: FRONT PR _____ 009-RFR ROUGH FRAMING RESCHECK SF 04/25/2025 Comments1: AMEEKS@NVRINC.COM PR _____ 010-REL ROUGH ELECTRICAL 04/25/2025 Comments1: AMEEKS@NVRINC.COM PR _____ 011-RMC ROUGH MECHANICAL 04/25/2025 Comments1: AMEEKS@NVRINC.COM PR _____ 012-PLR PLUMBING - ROUGH 04/25/2025 Comments1: AMEEKS@NVRINC.COM BC 23:00 AM 013-INS INSULATION 04/29/2025 Comments1: ANDREW PR _____ AM 007-FEL FINAL ELECTRIC 20250004 601 ASHWORTH LN 514 04/03/2025 PR _____ AM 008-FIN FINAL INSPECTION 04/03/2025 PR _____ AM 009-FMC FINAL MECHANICAL 04/03/2025 PR _____ AM 010-PLF PLUMBING - FINAL OSR READ 04/03/2025 PR 23:00 AM 006-PLR PLUMBING - ROUGH 20250006 1122 GRACE DR 100 04/22/2025 Comments1: ALAN PR _____ AM 009-FIN FINAL INSPECTION 20250007 129 COMMERCIAL DR 1 04/30/2025 PR _____ AM 010-PLF PLUMBING - FINAL OSR READ 04/30/2025 PR _____ AM 011-FEL FINAL ELECTRIC 04/30/2025 PR _____ AM 012-FMC FINAL MECHANICAL 04/30/2025 GH _____ 010-RFR ROUGH FRAMING RESCHECK SF 20250012 2633 SUTHERLAND CT 35 04/16/2025 Comments1: ANDREW GH _____ 011-REL ROUGH ELECTRICAL 04/16/2025 Comments1: ANDREW GH _____ 012-RMC ROUGH MECHANICAL 04/16/2025 Comments1: ANDREW GH 23:00 AM 013-STP STOOPS 04/21/2025 Comments1: FRONT - MW DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 18 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 18 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH _____ 014-INS INSULATION 04/17/2025 GH 23:00 AM 015-WKS PUBLIC & SERVICE WALKS 04/29/2025 Comments1: MW GH _____ 010-RFR ROUGH FRAMING RESCHECK SF 20250013 2841 CRYDER WAY 479 04/01/2025 Comments1: JIM GH _____ 011-REL ROUGH ELECTRICAL 04/01/2025 GH _____ 012-RMC ROUGH MECHANICAL 04/01/2025 PBF _____ 013-PLR PLUMBING - ROUGH 04/01/2025 Comments1: JFLAHERT@NVRINC.COM JIM 224-828-3245 GH _____ 014-INS INSULATION 04/03/2025 Comments1: JIM GH _____ AM 015-REI REINSPECTION 04/02/2025 GS _____ 016-EFL ENGINEERING FINAL SITE 04/16/2025 Comments1: OK TO TEMP GH 23:00 AM 017-WKS PUBLIC & SERVICE WALKS 04/29/2025 Comments1: MW BC _____ 011-RFR ROUGH FRAMING RESCHECK SF 20250014 2884 ROOD STREET 305 04/09/2025 Comments1: JIM 224-828-3245 BC _____ AM 012-STP STOOPS 04/11/2025 Comments1: MW GH _____ 013-RFR ROUGH FRAMING RESCHECK SF 04/22/2025 Comments1: JIM GH _____ 014-REL ROUGH ELECTRICAL 04/22/2025 GH _____ 015-RMC ROUGH MECHANICAL 04/22/2025 PBF _____ 016-PLR PLUMBING - ROUGH 04/22/2025 Comments1: JFLAHERT@NVRINC.COM GH _____ 017-INS INSULATION 04/24/2025 Comments1: JIM PR _____ 003-WAT WATER 20250019 2625 SUTHERLAND CT 39 04/07/2025 Comments1: FAMILYSEWEROFFICE@YAHOO.COM DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 19 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 19 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH _____ AM 004-BKF BACKFILL 04/04/2025 Comments1: MW PBF _____ 005-PLU PLUMBING - UNDERSLAB 04/10/2025 Comments1: AMEEKS@NVRINC.COM GH _____ PM 006-PPS PRE-POUR, SLAB ON GRADE 04/14/2025 Comments1: MW GH _____ PM 007-GAR GARAGE FLOOR 04/14/2025 GH 23:00 AM 010-STP STOOPS 20250020 2857 CRYDER WAY 476 04/01/2025 Comments1: FR & R -- MW BATCH TICKET RECEVED GH _____ 011-RFR ROUGH FRAMING RESCHECK SF 04/09/2025 Comments1: JIM GH _____ 012-REL ROUGH ELECTRICAL 04/09/2025 GH _____ 013-RMC ROUGH MECHANICAL 04/09/2025 PBF _____ 014-PLR PLUMBING - ROUGH 04/09/2025 Comments1: JFLAHERT@NVRINC.COM GH _____ 015-INS INSULATION 04/11/2025 Comments1: JIM GH _____ 008-RFR ROUGH FRAMING RESCHECK SF 20250021 2853 OLD GLORY DR 240 04/11/2025 Comments1: DECK BC 23:00 AM 009-RFR ROUGH FRAMING RESCHECK SF 04/30/2025 Comments1: JIM BC 23:00 AM 010-REL ROUGH ELECTRICAL 04/30/2025 BC 23:00 AM 011-RMC ROUGH MECHANICAL 04/30/2025 PBF _____ AM 012-PLR PLUMBING - ROUGH 04/30/2025 Comments1: JFLAHERT@NVRINC.COM PR 12:00 001-PLU PLUMBING - UNDERSLAB 20250030 935 ERICA LN 0 04/29/2025 Comments1: DAVID 773-726-3820 BC _____ AM 002-PPS PRE-POUR, SLAB ON GRADE 04/30/2025 Comments1: DAVID 773-726-3820 BC _____ AM 001-FTG FOOTING 20250032 2629 SUTHERLAND CT 37 04/11/2025 Comments1: MW DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 20 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 20 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH _____ AM 002-FOU FOUNDATION 04/14/2025 Comments1: MW GH 13:00 PM 003-BKF BACKFILL 04/17/2025 Comments1: MW PBF _____ 004-WAT WATER 04/22/2025 Comments1: FAMILYSEWEROFFICE@YAHOO.COM PBF _____ 005-PLU PLUMBING - UNDERSLAB 04/24/2025 Comments1: AMEEKS@NVRINC.COM GH 23:00 AM 006-GPL GREEN PLATE INSPECTION 04/28/2025 Comments1: ANDREW: 33-431-7342 GH 23:00 AM 007-BSM BASEMENT FLOOR 04/28/2025 Comments1: MW GH 23:00 AM 008-GAR GARAGE FLOOR 04/28/2025 Comments1: MW BF 23:00 AM 001-FIN FINAL INSPECTION 20250033 812 PARKSIDE LN 182 04/24/2025 Comments1: SOLAR -- MIKAYLA- 847-698-0549 BF 23:00 AM 002-FEL FINAL ELECTRIC 04/24/2025 PBF _____ 005-PLU PLUMBING - UNDERSLAB 20250039 2847 CRYDER WAY 478 04/01/2025 Comments1: JFLAHERT@NVRINC.COM BC _____ AM 006-BSM BASEMENT FLOOR 04/02/2025 Comments1: MW BC _____ AM 007-GAR GARAGE FLOOR 04/02/2025 Comments1: MW GH _____ 008-GPL GREEN PLATE INSPECTION 04/10/2025 Comments1: JIM GH 23:00 AM 009-STP STOOPS 04/29/2025 Comments1: FRONT AND REAR BC 23:00 AM 001-FTG FOOTING 20250044 2761 ROYAL CT 106 04/17/2025 Comments1: ADRIANNA 815-260-5034 BC _____ AM 002-FIN FINAL INSPECTION 04/30/2025 Comments1: ADRIANNA 815-260-5034 GH _____ AM 001-FTG FOOTING 20250063 2686 BIG GROVE CIR 84 04/02/2025 Comments1: MW DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 21 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 21 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH _____ AM 002-FOU FOUNDATION 04/04/2025 Comments1: MW PBF _____ 003-WAT WATER 04/10/2025 Comments1: FAMILYSEWEROFFICE@YAHOO.COM GH _____ AM 004-BKF BACKFILL 04/09/2025 Comments1: MW GH 23:00 AM 005-GAR GARAGE FLOOR 04/17/2025 GH 23:00 AM 006-BSM BASEMENT FLOOR 04/17/2025 Comments1: MW GH _____ PM 007-GPL GREEN PLATE INSPECTION 04/16/2025 Comments1: ANDREW PBF _____ 008-PLU PLUMBING - UNDERSLAB 04/16/2025 GH _____ AM 001-FTG FOOTING 20250064 2878 CRYDER WAY 442 04/01/2025 Comments1: MW GH _____ PM 002-FOU FOUNDATION 04/02/2025 Comments1: MW PBF _____ 003-WAT WATER 04/09/2025 Comments1: FAMILYSEWEROFFICE@YAHOO.COM GH _____ AM 004-BKF BACKFILL 04/09/2025 Comments1: MW GH 13:00 PM 005-BSM BASEMENT FLOOR 04/17/2025 Comments1: MW GH 13:00 PM 006-GAR GARAGE FLOOR 04/17/2025 Comments1: MW PBF _____ 007-PLU PLUMBING - UNDERSLAB 04/17/2025 Comments1: JFLAHERT@NVRINC.COM BC _____ 008-GPL GREEN PLATE INSPECTION 04/25/2025 PBF _____ 003-WAT WATER 20250068 2092 SQUIRE CIR 178 04/01/2025 Comments1: FAMILYSEWEROFFICE@YAHOO.COM GH _____ 004-BKF BACKFILL 04/01/2025 Comments1: MW DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 22 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 22 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------PR _____ 005-PLU PLUMBING - UNDERSLAB 04/09/2025 Comments1: JIM BC _____ AM 006-BG BASEMENT AND GARAGE FLOOR 04/10/2025 Comments1: MW GH _____ 007-GPL GREEN PLATE INSPECTION 04/17/2025 Comments1: JIM PR 13:00 PM 006-FIN FINAL INSPECTION 20250071 2684 PATRIOT CT 221 04/17/2025 Comments1: JIM 224-324-0813 PR 13:00 PM 007-FEL FINAL ELECTRIC 04/17/2025 PR 13:00 PM 008-FMC FINAL MECHANICAL 04/17/2025 PR 13:00 PM 009-PLF PLUMBING - FINAL OSR READ 04/17/2025 PR _____ AM 006-FIN FINAL INSPECTION 20250075 2475 FAIRFAX WAY 246 04/08/2025 Comments1: BASEMENT -- CLEAN EDGE PR _____ AM 007-FEL FINAL ELECTRIC 04/08/2025 PR _____ AM 008-FMC FINAL MECHANICAL 04/08/2025 PR _____ AM 009-PLF PLUMBING - FINAL OSR READ 04/08/2025 BC _____ 001-FIN FINAL INSPECTION 20250080 620 W VETERANS PKWY. 0 04/15/2025 Comments1: SIGNS -- GH 13:00 PM 001-FTG FOOTING 20250081 2621 SUTHERLAND CT 41 04/17/2025 Comments1: MW GH 23:00 AM 002-FOU FOUNDATION 04/21/2025 Comments1: MW PBF _____ 003-WAT WATER 04/24/2025 Comments1: FAMILYSEWEROFFICE@YAHOO.COM BC _____ 004-BKF BACKFILL 04/25/2025 PBF _____ 005-PLU PLUMBING - UNDERSLAB 04/30/2025 Comments1: AMEEKS@NVRINC.COM GH 13:00 PM 001-FTG FOOTING 20250082 2620 SUTHERLAND CT 29 04/17/2025 Comments1: MW GH 23:00 AM 002-FOU FOUNDATION 04/21/2025 Comments1: MW DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 23 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 23 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------PBF _____ 003-WAT WATER 04/24/2025 Comments1: FAMILYSEWEROFFICE@YAHOO.COM BC _____ 004-BKF BACKFILL 04/25/2025 PBF _____ 005-PLU PLUMBING - UNDERSLAB 04/30/2025 Comments1: AMEEKS@NVRINC.COM GH _____ 002-FIN FINAL INSPECTION 20250108 472 BISCAYNE LN 2016 04/25/2025 Comments1: CLASSIC GH 13:00 PM 001-FTG FOOTING 20250111 2658 BIG GROVE CIR 70 04/29/2025 Comments1: MW GH 20:30 001-FTG FOOTING 20250112 2673 BIG GROVE CIR 90 04/24/2025 Comments1: UNDERCUT, REFER TO SOIL REPORT GH _____ AM 001-FTG FOOTING 20250113 2854 CRYDER WAY 446 04/08/2025 Comments1: NW GH _____ PM 002-FOU FOUNDATION 04/09/2025 Comments1: MW PBF _____ 003-WAT WATER 04/15/2025 Comments1: FAMILYSEWEROFFICE@YAHOO.COM PBF _____ 004-PLU PLUMBING - UNDERSLAB 04/17/2025 Comments1: JFLAHERT@NVRINC.COM BC _____ 005-BKF BACKFILL 04/21/2025 GH 13:00 PM 006-GAR GARAGE FLOOR 04/24/2025 Comments1: MW GH _____ 007-BSM BASEMENT FLOOR 04/24/2025 Comments1: MW GH 23:00 AM 001-FTG FOOTING 20250114 2852 ROOD ST 308 04/29/2025 Comments1: MW GH 23:00 AM 002-FOU FOUNDATION 04/30/2025 Comments1: PASSED AS NOTED GH _____ PM 001-FTG FOOTING 20250115 2893 MCLELLAN BLVD 490 04/14/2025 Comments1: MW GH _____ 002-FOU FOUNDATION 04/16/2025 Comments1: MW DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 24 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 24 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------PBF _____ 003-WAT WATER 04/22/2025 Comments1: FAMILYSEWEROFFICE@YAHOO.COM GH 23:00 AM 004-BKF BACKFILL 04/24/2025 Comments1: MW BC 09:00 002-FOU FOUNDATION 20250119 2811 CRYDER WAY 454 04/04/2025 Comments1: JESSICA GH _____ AM 003-BKF BACKFILL 04/11/2025 Comments1: JESSICA PR _____ AM 004-WAT WATER 04/14/2025 Comments1: REMY PR 23:00 AM 005-PLU PLUMBING - UNDERSLAB 04/17/2025 Comments1: JESSICA GH _____ PM 006-BSM BASEMENT FLOOR 04/21/2025 Comments1: REMY NOT READY GH _____ PM 007-STP STOOPS 04/21/2025 Comments1: REMY NOT READY GH 23:00 AM 008-GAR GARAGE FLOOR 04/21/2025 Comments1: REMY NOT READY GH 20:00 009-BSM BASEMENT FLOOR 04/22/2025 Comments1: REMY GH 20:00 010-GAR GARAGE FLOOR 04/22/2025 GH 20:00 011-STP STOOPS 04/22/2025 Comments1: FRONT ONLY GH 23:00 AM 002-FIN FINAL INSPECTION 20250120 506 WALSH CT 1 04/25/2025 Comments1: CLASSIC BC _____ 001-PTO PREPOUR BASE FOR PATIO 20250123 4434 SARASOTA AVE 2007 04/17/2025 Comments1: JUSTIN 331-643-8738 BC _____ 001-FIN FINAL INSPECTION 20250124 624 W VETERANS PKWY UNIT 04/07/2025 Comments1: SIGN -- VINCE GH 23:00 001-PHF POST HOLE - FENCE 20250134 4652 PLYMOUTH AVE 987 04/15/2025 Comments1: JAZLYN - 244-220-1042 GH _____ 002-FIN FINAL INSPECTION 04/22/2025 Comments1: FENCE -- DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 25 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 25 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------PR _____ 002-ROF ROOF UNDERLAYMENT ICE & W 20250135 1307 WILLOW WAY 217 04/21/2025 Comments1: NO ICE AND WATER - REVIEWED POST ROOF IN Comments2: STALLATION BC _____ AM 001-PPS PRE-POUR, SLAB ON GRADE 20250137 1584 CORNERSTONE DR 30 04/08/2025 Comments1: PATIO -- JOHN 630-862-8053 BC _____ AM 001-FIN FINAL INSPECTION 20250147 234 E VETERANS PKWY 1 04/11/2025 Comments1: TEMP TENT -- JEWEL GH _____ AM 001-PPS PRE-POUR, SLAB ON GRADE 20250152 2431 ANNA MARIA LN 705 04/16/2025 Comments1: JOHN 630-862-8053 BC _____ AM 001-PHF POST HOLE - FENCE 20250155 3453 CALEDONIA DR 191 04/01/2025 Comments1: ARTURO 6304068410 BC _____ AM 002-FIN FINAL INSPECTION 04/07/2025 Comments1: FENCE -- TONY GH _____ 002-FIN FINAL INSPECTION 20250160 566 BLUESTEM DR 13 04/17/2025 Comments1: FENCE BC _____ AM 001-RFR ROUGH FRAMING RESCHECK SF 20250161 3142 JUSTICE DR 610 04/10/2025 Comments1: BASEMENT -- VICTOR 773-876-2605 BC _____ AM 002-REL ROUGH ELECTRICAL 04/10/2025 BC _____ 003-RMC ROUGH MECHANICAL 04/10/2025 BC 23:00 AM 004-INS INSULATION 04/21/2025 Comments1: VICTOR BC _____ AM 001-RFR ROUGH FRAMING RESCHECK SF 20250162 3145 JUSTICE DR 692 04/10/2025 Comments1: BASEMENT -- VICTOR BC _____ AM 002-REL ROUGH ELECTRICAL 04/10/2025 BC 23:00 AM 003-INS INSULATION 04/21/2025 Comments1: VICTOR GH _____ 002-FIN FINAL INSPECTION 20250164 411 BISCAYNE LN 1988 04/08/2025 Comments1: FENCE -- NATALIE 630-808-6200 GH _____ 001-FIN FINAL INSPECTION 20250165 310 ILLINI DR 10 04/09/2025 Comments1: FR DOOR GH 13:00 PM 001-PTO PREPOUR BASE FOR PATIO 20250170 826 HAYDEN DR 61 04/23/2025 Comments1: ENRIQUE PASSED AS NOTED DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 26 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 26 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH 23:00 AM 001-PTO PREPOUR BASE FOR PATIO 20250171 3096 JETER ST 572 04/23/2025 Comments1: JOHN 630-862-8053 BC 23:00 AM 001-PTO PREPOUR BASE FOR PATIO 20250172 2685 PATRIOT CT 226 04/17/2025 Comments1: JOHN 630-862-8053 GH 12:00 001-PHF POST HOLE - FENCE 20250173 1193 TAUS CIR 113 04/07/2025 Comments1: JAZLYN: 224-220-1042 GH _____ 002-FIN FINAL INSPECTION 04/16/2025 Comments1: FENCE BC 14:00 001-PPS PRE-POUR, SLAB ON GRADE 20250177 3083 CONSTITUTION WAY 509 04/08/2025 Comments1: GUS -- 331-717-8254 GH _____ AM 001-PTO PREPOUR BASE FOR PATIO 20250179 101 W HYDRAULIC ST 0 04/09/2025 Comments1: BATCH REPORT RECEIVED GH 23:00 AM 002-FIN FINAL INSPECTION 04/30/2025 GH _____ 001-ROF ROOF UNDERLAYMENT ICE & W 20250180 378 TIMBALIER ST. 0 04/22/2025 GH _____ AM 001-PHF POST HOLE - FENCE 20250184 534 COACH RD 408 04/01/2025 Comments1: ARTURO 630-406-8410 BC _____ AM 002-FIN FINAL INSPECTION 04/03/2025 GH _____ AM 001-FTG FOOTING 20250185 3500 RICHARDSON CIR 1314 04/08/2025 Comments1: JESUS 630-453-9281 GH _____ AM 002-FOU FOUNDATION 04/11/2025 Comments1: JEFF 630-330-6705 PBF _____ PM 003-WAT WATER 04/14/2025 Comments1: MIKE: 847-385-8657 PBF _____ 004-PLU PLUMBING - UNDERSLAB 04/16/2025 Comments1: CWTHOMPSON@DRHORTON BC _____ 005-UGE UNDERGROUND ELECTRIC 04/21/2025 Comments1: CHRIS BC _____ 007-BKF BACKFILL 04/21/2025 Comments1: CHRIS GH 13:00 PM 008-PPS PRE-POUR, SLAB ON GRADE 04/23/2025 Comments1: CHRIS DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 27 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 27 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH 23:00 AM 009-GAR GARAGE FLOOR 04/24/2025 Comments1: LATE AM GH 23:00 AM 010-STP STOOPS 04/24/2025 Comments1: LATE AM BATCH REPORT RECEIVED GH _____ AM 001-FTG FOOTING 20250186 3506 RICHARDSON CIR 1311 04/08/2025 Comments1: JESUS 630-453-9281 GH _____ AM 002-FOU FOUNDATION 04/11/2025 Comments1: JEFF 630-330-6705 PBF _____ PM 003-WAT WATER 04/14/2025 Comments1: MIKE: 847-385-2657 PBF _____ 004-PLU PLUMBING - UNDERSLAB 04/16/2025 Comments1: CWTHOMPSON@DRHORTON BC _____ 005-UGE UNDERGROUND ELECTRIC 04/21/2025 Comments1: CHRIS BC _____ 007-BKF BACKFILL 04/21/2025 Comments1: CHRIS GH 13:00 PM 008-PPS PRE-POUR, SLAB ON GRADE 04/23/2025 Comments1: CHRIS GH 23:00 AM 009-GAR GARAGE FLOOR 04/24/2025 Comments1: LATE AM GH 23:00 AM 010-STP STOOPS 04/24/2025 Comments1: BATCH REPORT RECEIVED GH _____ AM 001-FTG FOOTING 20250187 3504 RICHARDSON CIR 1312 04/08/2025 Comments1: JESUS 630-453-9281 GH _____ AM 002-FOU FOUNDATION 04/11/2025 Comments1: JEFF PBF _____ PM 003-WAT WATER 04/14/2025 Comments1: MIKE: 847-385-2657 PBF _____ 004-PLU PLUMBING - UNDERSLAB 04/16/2025 Comments1: CWTHOMPSON@DRHORTON BC _____ 005-UGE UNDERGROUND ELECTRIC 04/21/2025 Comments1: CHRIS DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 28 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 28 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------BC _____ 007-BKF BACKFILL 04/21/2025 Comments1: CHRIS GH 13:00 PM 008-PPS PRE-POUR, SLAB ON GRADE 04/23/2025 GH 23:00 AM 009-GAR GARAGE FLOOR 04/24/2025 Comments1: LATE AM GH 23:00 AM 010-STP STOOPS 04/24/2025 Comments1: LATE AM RECEIVED BATCH REPORT GH _____ AM 001-FTG FOOTING 20250188 3502 RICHARDSON CIR 1313 04/08/2025 Comments1: JESUS 630-453-9281 GH _____ AM 002-FOU FOUNDATION 04/11/2025 Comments1: JEFF PBF _____ PM 003-WAT WATER 04/14/2025 Comments1: MIKE: 847-385-2657 PBF _____ 004-PLU PLUMBING - UNDERSLAB 04/16/2025 Comments1: CWTHOMPSON@DRHORTON BC _____ 005-UGE UNDERGROUND ELECTRIC 04/21/2025 Comments1: CHRIS BC _____ 007-BKF BACKFILL 04/21/2025 Comments1: CHRIS GH 13:00 PM 008-PPS PRE-POUR, SLAB ON GRADE 04/23/2025 Comments1: CHRIS GH 23:00 AM 009-GAR GARAGE FLOOR 04/24/2025 Comments1: LATE AM GH 23:00 AM 010-STP STOOPS 04/24/2025 Comments1: BATCH REPORT RECEIVED BC _____ PM 002-RFR ROUGH FRAMING RESCHECK SF 20250190 2661 GOULD CT 64 04/01/2025 Comments1: GINA- 630-400-9529 BC _____ PM 003-FIN FINAL INSPECTION 04/08/2025 Comments1: GINA - 630-400-9529 BC 23:30 001-PHF POST HOLE - FENCE 20250191 2704 BERRYWOOD LN 771 04/17/2025 Comments1: TONY BC 13:00 PM 001-PTO PREPOUR BASE FOR PATIO 20250192 420 MONTERERY ST 2022 04/24/2025 Comments1: VIC DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 29 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 29 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------BC _____ AM 001-PTO PREPOUR BASE FOR PATIO 20250193 3360 SEELEY ST 725 04/02/2025 Comments1: VICTOR 630-788-1934 BC 11:00 001-PHF POST HOLE - FENCE 20250194 1011 S MAIN ST 04/04/2025 Comments1: JOSE 331-257-1401 BC 23:00 AM 001-PTO PREPOUR BASE FOR PATIO 20250196 3174 JUSTICE DR 603 04/17/2025 Comments1: VICTOR - 630-788-1934 BC _____ 001-ROF ROOF UNDERLAYMENT ICE & W 20250197 2455 WYTHE PL 8 04/28/2025 Comments1: CARRIE 6308442553 X 103 GH 23:00 AM 001-PHF POST HOLE - FENCE 20250199 1071 GILLESPIE LN 212 04/25/2025 Comments1: OCTAVIO - 224-303-7349 GH 22:00 001-ROF ROOF UNDERLAYMENT ICE & W 20250201 447 E BARBERRY CIR 151 04/24/2025 Comments1: MARTHA 815-786-3100 GH _____ AM 001-FTG FOOTING 20250203 3201 MATLOCK DR 1011 04/08/2025 Comments1: JESUS 630-453-9281 GH _____ 002-FOU FOUNDATION 04/11/2025 Comments1: JEFF 630-330-6705 PBF _____ 003-WAT WATER 04/15/2025 Comments1: DRWEISS@DRHORTON.COM PR _____ 004-PLU PLUMBING - UNDERSLAB 04/17/2025 Comments1: CWTHOMPSON@DRHORTON.COM PBF _____ 005-WAT WATER 04/16/2025 BC _____ 006-BKF BACKFILL 04/21/2025 BC 23:00 AM 007-PPS PRE-POUR, SLAB ON GRADE 04/28/2025 Comments1: CHRIS GH _____ AM 001-FTG FOOTING 20250204 3203 MATLOCK DR 1012 04/08/2025 Comments1: JESUS 630-453-9281 GH _____ 002-FOU FOUNDATION 04/11/2025 Comments1: JEFF 630-330-6705 PBF _____ 003-WAT WATER 04/15/2025 Comments1: DRWEISS@DRHORTON.COM PR _____ 004-PLU PLUMBING - UNDERSLAB 04/17/2025 Comments1: CWTHOMPSON@DRHORTON.COM DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 30 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 30 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------PBF _____ 005-WAT WATER 04/16/2025 BC _____ 006-BKF BACKFILL 04/21/2025 BC 23:00 AM 007-PPS PRE-POUR, SLAB ON GRADE 04/28/2025 GH _____ AM 001-FTG FOOTING 20250205 3205 MATLOCK DR 1013 04/08/2025 Comments1: JESUS 630-453-9281 GH _____ 002-FOU FOUNDATION 04/11/2025 Comments1: JEFF 630-330-6705 PBF _____ 003-WAT WATER 04/15/2025 Comments1: DRWEISS@DRHORTON.COM PR _____ 004-PLU PLUMBING - UNDERSLAB 04/17/2025 Comments1: CWTHOMPSON@DRHORTON.COM PBF _____ 005-WAT WATER 04/16/2025 BC 23:00 AM 006-PPS PRE-POUR, SLAB ON GRADE 04/28/2025 GH _____ AM 001-FTG FOOTING 20250206 3207 MATLOCK DR 1014 04/08/2025 Comments1: JESUS 630-453-9281 GH _____ 002-FOU FOUNDATION 04/11/2025 Comments1: JEFF 630-330-6705 PBF _____ 003-WAT WATER 04/15/2025 Comments1: DRWEISS@DRHORTON.COM PR _____ 004-PLU PLUMBING - UNDERSLAB 04/17/2025 Comments1: CWTHOMPSON@DRHORTON.COM PBF _____ 005-WAT WATER 04/16/2025 BC _____ 006-BKF BACKFILL 04/21/2025 BC 23:00 AM 007-PPS PRE-POUR, SLAB ON GRADE 04/28/2025 GH _____ AM 001-FTG FOOTING 20250207 3209 MATLOCK DR 1015 04/08/2025 Comments1: JESUS 630-453-9281 GH _____ 002-FOU FOUNDATION 04/11/2025 Comments1: JEFF 630-330-6705 PBF _____ 003-WAT WATER 04/15/2025 Comments1: DRWEISS@DRHORTON.COM DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 31 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 31 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------PR _____ 004-PLU PLUMBING - UNDERSLAB 04/17/2025 Comments1: CWTHOMPSON@DRHORTON.COM PBF _____ 005-WAT WATER 04/16/2025 BC _____ 006-BKF BACKFILL 04/21/2025 BC 23:00 AM 007-PPS PRE-POUR, SLAB ON GRADE 04/28/2025 PR _____ AM 001-PLU PLUMBING - UNDERSLAB 20250208 1435 CANNONBALL TR 0 04/08/2025 Comments1: MIKE WILLIAMS PR 23:00 AM 002-RFR ROUGH FRAMING RESCHECK SF 04/25/2025 Comments1: MIKE PR 23:00 AM 003-REL ROUGH ELECTRICAL 04/25/2025 PR 23:00 AM 004-RMC ROUGH MECHANICAL 04/25/2025 PR 23:00 AM 005-PLR PLUMBING - ROUGH 04/25/2025 GH 23:30 001-PHF POST HOLE - FENCE 20250209 3035 GRANDE TR 530 04/15/2025 Comments1: JACKIE 708-316-9740 GH _____ PM 001-PTO PREPOUR BASE FOR PATIO 20250211 3358 JONATHAN DR 152 04/14/2025 Comments1: VICTOR 630-788-1934 PR 23:00 AM 001-RFR ROUGH FRAMING RESCHECK SF 20250215 2903 CRYDER WAY 470 04/29/2025 Comments1: REMY PR 23:00 AM 002-REL ROUGH ELECTRICAL 04/29/2025 PR 23:00 AM 003-RMC ROUGH MECHANICAL 04/29/2025 PR 23:00 AM 004-PLR PLUMBING - ROUGH 04/29/2025 PR _____ 005-INS INSULATION 04/29/2025 BC 23:00 AM 001-PTO PREPOUR BASE FOR PATIO 20250216 3168 JUSTICE DR 604 04/23/2025 Comments1: DAVID; 773-510-8151 GH 11:30 001-PHF POST HOLE - FENCE 20250217 2201 IROQUOIS LN 19 04/04/2025 Comments1: JACKIE 708-316-9740 GH 10:00 001-PHF POST HOLE - FENCE 20250218 4459 TAMPA DR 1964 04/08/2025 Comments1: JANICE - 630-373-0083 PR 23:00 AM 001-FIN FINAL INSPECTION 20250219 3056 CONSTITUTION WAY 583 04/29/2025 Comments1: SALINAS: 630-293-4962 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 32 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 32 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH 22:00 001-PHF POST HOLE - FENCE 20250220 2655 SEELEY ST 822 04/17/2025 Comments1: TINA 815-836-8731 BC _____ 001-FIN FINAL INSPECTION 20250227 3111 JETER CT 504 04/23/2025 Comments1: DECK -- JAME 224-200-6534 BC 23:00 AM 001-FIN FINAL INSPECTION 20250231 403 WEST ST 0 04/22/2025 Comments1: DECK - MATT - 630-639-7502 BC _____ 001-FIN FINAL INSPECTION 20250233 3367 JONATHAN DR 163 04/23/2025 Comments1: PAVER PATIO GH 12:30 001-ROF ROOF UNDERLAYMENT ICE & W 20250234 534 KELLY AVE 159 04/03/2025 Comments1: DANIEL 786-370-9053 GH 11:00 001-PHF POST HOLE - FENCE 20250235 3048 CONSTITUTION WAY 582 04/10/2025 Comments1: TINA 815-836-8731 GH _____ 002-FIN FINAL INSPECTION 04/15/2025 Comments1: FENCE GH _____ AM 001-PTO PREPOUR BASE FOR PATIO 20250239 3392 CALEDONIA DR 179 04/08/2025 Comments1: JESUS - 224-497-0217 BC _____ PM 001-PTO PREPOUR BASE FOR PATIO 20250240 2721 BERRYWOOD LN 778 04/11/2025 Comments1: VICTOR 630-788-1934 BC 13:00 PM 001-FTG FOOTING 20250241 2864 CRYDER WAY 444 04/22/2025 Comments1: MW GH _____ 002-FOU FOUNDATION 04/24/2025 Comments1: MW PBF _____ 003-WAT WATER 04/29/2025 Comments1: FAMILYSEWEROFFICE@YAHOO.COM GH 13:00 PM 004-BKF BACKFILL 04/30/2025 Comments1: MW BC 23:00 AM 001-FIN FINAL INSPECTION 20250242 575 YELLOWSTONE LN 0 04/29/2025 Comments1: NICOLE 630-765-0636 BC _____ AM 001-PTO PREPOUR BASE FOR PATIO 20250243 2195 NORTHLAND LN 95 04/09/2025 Comments1: TRAVIS BC _____ AM 002-PPS PRE-POUR, SLAB ON GRADE 04/09/2025 Comments1: CONCRETE PAD DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 33 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 33 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------BC 13:00 PM 001-BND POOL BONDING 20250246 752 GREENFIELD TURN 104 04/17/2025 Comments1: EARLY PM BC 13:00 PM 002-TRN TRENCH - (GAS, ELECTRIC, 04/17/2025 BC 13:00 PM 001-PHD POST HOLE - DECK 20250247 844 CANYON TR 109 04/24/2025 Comments1: CHRIS -- UPPER DECK GH _____ 001-FIN FINAL INSPECTION 20250248 511 BUCKTHORN CT 77 04/30/2025 Comments1: WINDOWS BC 23:00 001-ROF ROOF UNDERLAYMENT ICE & W 20250250 303 W RIDGE ST 2 04/25/2025 Comments1: GABRIEL 630-215-8225 GH 10:30 001-ROF ROOF UNDERLAYMENT ICE & W 20250253 2295 HOBBS LN 157 04/11/2025 Comments1: JOHN 630-881-7106 BC 13:00 PM 001-PHF POST HOLE - FENCE 20250254 511 BISCAYNE CT 2008 04/25/2025 Comments1: TINA: 815-836-8731 GH 23:00 AM 001-PHF POST HOLE - FENCE 20250255 207 JACKSON ST 0 04/22/2025 Comments1: CLASSIC FENCE - 630-551-3400 PR 14:00 001-SEW SEWER INSPECTION 20250257 307 E RIDGE ST 4 04/04/2025 Comments1: 630-553-7592 - GH 23:00 AM 001-FTG FOOTING 20250258 842 TIMBER OAK LN 54 04/23/2025 Comments1: MW APPROVED AS NOTED BC 23:00 AM 002-FOU FOUNDATION 04/29/2025 Comments1: MW BC 12:00 001-PHF POST HOLE - FENCE 20250261 3989 SHOEGER DR 39 04/25/2025 Comments1: ARISSA 708-316-9740 GH 23:00 AM 001-PTO PREPOUR BASE FOR PATIO 20250268 1141 GILLESPIE LN 307 04/23/2025 Comments1: JOHN - 630-862-8053 PASSED AS NOTED BC 23:00 AM 001-PTO PREPOUR BASE FOR PATIO 20250269 310 ILLINI DR 0 04/17/2025 Comments1: GUS 331-717-8254 BC 13:00 PM 001-PTO PREPOUR BASE FOR PATIO 20250271 3078 CONSTITUTION WAY 587 04/30/2025 Comments1: ORALIA 630-605-7449 GH 23:00 001-ROF ROOF UNDERLAYMENT ICE & W 20250276 1101 S MAIN ST 0 04/16/2025 Comments1: JOE PARTIAL - FRONT AND RIGHT SIDE GH 23:00 002-ROF ROOF UNDERLAYMENT ICE & W 04/17/2025 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 34 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 34 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH 13:30 001-ROF ROOF UNDERLAYMENT ICE & W 20250279 305 MILL ST. 04/08/2025 BC 13:00 PM 001-PPS PRE-POUR, SLAB ON GRADE 20250281 365 TIMBER OAK LN 33 04/15/2025 Comments1: UNILOCK RETAIN WALL -- MIKE 630-715-1132 BC 13:00 PM 002-PTO PREPOUR BASE FOR PATIO 04/22/2025 Comments1: GRAVEL BASE - PAVER PATIO - MIKE 630-715 Comments2: -1132 BC 13:00 PM 003-PPS PRE-POUR, SLAB ON GRADE 04/24/2025 Comments1: MIKE - 630-715-1132 BC 13:00 PM 004-PTO PREPOUR BASE FOR PATIO 04/29/2025 Comments1: MIKE 630-715-1132 BC 12:00 001-ROF ROOF UNDERLAYMENT ICE & W 20250293 159 CLAREMONT CT 04/11/2025 Comments1: REUBEN GH 23:00 001-PHF POST HOLE - FENCE 20250295 407 COLTON ST 0 04/24/2025 Comments1: CLASSIC BC 23:00 AM 001-PHF POST HOLE - FENCE 20250296 665 TIMBER OAK LN 20 04/25/2025 BC 13:00 PM 001-PHF POST HOLE - FENCE 20250298 1833 ASTER DR 0 04/23/2025 Comments1: classic BC 13:00 PM 001-PHF POST HOLE - FENCE 20250299 943 HAYDEN DR 123 04/23/2025 Comments1: MIGUEL 815-570-7026 BC 13:00 PM 002-FIN FINAL INSPECTION 04/28/2025 Comments1: Michelle: 630-309-1156 -- GATES DO NOT S Comments2: ELF CLOSE OR LATCH. REQUIRED AS SWIMMIN Comments3: G POOL GUARD ADJUST SPRINGS. BC 23:00 AM 001-PH POST HOLES / PILES 20250300 1052 HOMESTEAD DR 0 04/15/2025 Comments1: JEREMY: 630-640-4824 GH 23:30 001-PHF POST HOLE - FENCE 20250308 3393 CALEDONIA DR 187 04/29/2025 Comments1: JAZLYN 224-220-1042 PR _____ PM 001-RFR ROUGH FRAMING RESCHECK SF 20250314 310 E VAN EMMON ST 0 04/30/2025 Comments1: TYLER 630-818-5505 PR _____ PM 002-REL ROUGH ELECTRICAL 04/30/2025 PR _____ PM 003-RMC ROUGH MECHANICAL 04/30/2025 PR _____ PM 004-PLR PLUMBING - ROUGH 04/30/2025 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 35 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 35 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH 22:00 002-PHF POST HOLE - FENCE 20250323 2049 SQUIRE CIR 210 04/30/2025 Comments1: CLASSIC BC 23:00 AM 001-PHF POST HOLE - FENCE 20250342 2668 LILAC WAY 378 04/29/2025 Comments1: HOLES 31" DEEP, MIN IS 36" GH _____ 001-ROF ROOF UNDERLAYMENT ICE & W 20250348 405 WEST ST 0 04/23/2025 Comments1: JOE - 630-385-3929 GH 22:30 001-PHF POST HOLE - FENCE 20250349 1528 SIENNA DR 77 04/28/2025 Comments1: DEBORAH 815-744-9390 PR _____ 001-RFR ROUGH FRAMING RESCHECK SF 20250355 1332 CLEARWATER DR 252 04/28/2025 PR _____ 002-RMC ROUGH MECHANICAL 04/28/2025 PR _____ 003-REL ROUGH ELECTRICAL 04/28/2025 PR _____ 004-PLR PLUMBING - ROUGH 04/28/2025 PR _____ 001-ROF ROOF UNDERLAYMENT ICE & W 20250358 908 GAME FARM RD 0 04/17/2025 GH 23:00 AM 001-ROF ROOF UNDERLAYMENT ICE & W 20250363 2632 MCLELLAN BLVD 0 04/25/2025 Comments1: PATRICE - 6308559297 GH 23:00 AM 002-REI REINSPECTION 04/28/2025 Comments1: PATRICE 630-855-9297 -- 2 ROWS GH 13:00 PM 001-ROF ROOF UNDERLAYMENT ICE & W 20250387 451 WINDETT RIDGE RD 62 04/28/2025 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 36 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 36 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------PERMIT TYPE SUMMARY: ADD ADDITION 2 AGP ABOVE-GROUND POOL 2 BDO COMMERCIAL BUILD-OUT 4 BSM BASEMENT REMODEL 30 COM COMMERCIAL BUILDING 8 CON CONCRETE PAD 1 CRM COMMERCIAL REMODEL 13 DCK DECK 6 ESS BATTERY ENERGY STORAGE SYSTEMS 3 FNC FENCE 36 IGP IN-GROUND POOL 7 MF MULTI-FAMILY (APARTMENT/CONDO) 29 MSC MISCELLANEOUS 4 PTO PATIO / PAVERS 27 REM REMODEL 11 REP REPAIR 4 ROF ROOFING 17 RPZ RPZ - BACKFLOW PREVENTION 1 SFA SINGLE-FAMILY ATTACHED 136 SFD SINGLE-FAMILY DETACHED 260 SGN SIGN 2 SHD SHED/ACCESSORY BUILDING 1 SLF SOLAR FARM 2 SOL SOLAR PANELS 2 TNT TEMPORARY TENT 1 WIN WINDOW REPLACEMENT 2 INSPECTION SUMMARY: ADA ADA ACCESSIBLE WALK WAY 1 BG BASEMENT AND GARAGE FLOOR 2 BKF BACKFILL 22 BND POOL BONDING 3 BSM BASEMENT FLOOR 11 EFL ENGINEERING FINAL SITE 19 ELS ELECTRIC SERVICE 18 ELU ELECTRICAL - UNDERSLAB 1 ESW SEWER / WATER 1 FEL FINAL ELECTRIC 14 FIN FINAL INSPECTION 41 FMC FINAL MECHANICAL 12 FOU FOUNDATION 25 FTG FOOTING 28 GAR GARAGE FLOOR 32 GPL GREEN PLATE INSPECTION 7 INS INSULATION 21 MIS MISCELLANEOUS 3 PH POST HOLES / PILES 1 PHD POST HOLE - DECK 2 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 37 DATE: 05/01/2025 UNITED CITY OF YORKVILLE PAGE: 37 TIME: 09:51:02 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 04/01/2025 TO 04/30/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ PHF POST HOLE - FENCE 23 PLF PLUMBING - FINAL OSR READY 13 PLR PLUMBING - ROUGH 23 PLU PLUMBING - UNDERSLAB 35 PPS PRE-POUR, SLAB ON GRADE 28 PTO PREPOUR BASE FOR PATIO 20 REI REINSPECTION 16 REL ROUGH ELECTRICAL 33 RFR ROUGH FRAMING RESCHECK SFD SFA 35 RMC ROUGH MECHANICAL 31 ROF ROOF UNDERLAYMENT ICE & WATER 16 SEW SEWER INSPECTION 1 STP STOOPS 13 TRN TRENCH - (GAS, ELECTRIC, ETC) 2 UGE UNDERGROUND ELECTRIC 6 WAT WATER 26 WKS PUBLIC & SERVICE WALKS 26 INSPECTOR SUMMARY: BC BOB CREADEUR 155 BF B&F INSPECTOR CODE SERVICE 6 GH GINA HASTINGS 273 GS GEORGE STEFFENS 22 PBF PLUMBER 65 PR PETER RATOS 90 STATUS SUMMARY: A PR 4 C BC 19 C GH 28 C GS 4 C PR 4 I BC 136 I BF 6 I GH 213 I GS 5 I PBF 60 I PR 81 T GH 32 T GS 13 T PBF 5 T PR 1 REPORT SUMMARY: 611 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 1 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 1 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH _____ 018-WK SERVICE WALK 20180992 2093 SQUIRE CIR 218 05/13/2025 Comments1: JIM - SERVICE WALKS AT ENTRY AND GARAGE Comments2: (RE-POUR) GH _____ 019-FIN FINAL INSPECTION 05/29/2025 Comments1: JIM GH _____ 020-FEL FINAL ELECTRIC 05/29/2025 GH _____ 021-FMC FINAL MECHANICAL 05/29/2025 PBF _____ 022-PLF PLUMBING - FINAL OSR READ 05/29/2025 Comments1: MODEL TO FINAL -- JFLAHERT@NVRINC.COM PR _____ PM 004-PLR PLUMBING - ROUGH 20231324 781 OMAHA DR 17 05/23/2025 Comments1: GUY 630-373-6218 BC _____ 022-WKS PUBLIC & SERVICE WALKS 20232105 3211 LAUREN DR 85 05/06/2025 Comments1: PUBLIC WALKS BC 13:00 PM 011-UGE UNDERGROUND ELECTRIC 20232333 107 E STAGECOACH TR 0 05/06/2025 Comments1: GARY 815-715-5969 PR 23:00 AM 012-PLU PLUMBING - UNDERSLAB 05/22/2025 Comments1: JOHN 630-608-9105 PR 23:00 AM 013-PLU PLUMBING - UNDERSLAB 05/27/2025 BC 13:00 PM 014-UGE UNDERGROUND ELECTRIC 05/29/2025 Comments1: GARY 815-715-5969 GH 13:00 PM 020-EPW PUBLIC WALK 20232390 212 WINDHAM CIR 54 05/14/2025 Comments1: JESSICA PR _____ 021-FIN FINAL INSPECTION 05/28/2025 Comments1: REMY pr _____ 022-FEL FINAL ELECTRIC 05/28/2025 PR _____ 023-FMC FINAL MECHANICAL 05/28/2025 PR _____ 024-PLF PLUMBING - FINAL OSR READ 05/28/2025 BC 13:00 PM 002-FIN FINAL INSPECTION 20240115 1647 SHETLAND LN 37 05/23/2025 Comments1: POOL -- AFTER 1:00 BC 23:00 AM 092-RFR ROUGH FRAMING RESCHECK SF 20240195 1536 SYCAMORE RD 2 05/05/2025 Comments1: CAR PORT DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 2 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 2 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------BC 23:00 AM 093-REL ROUGH ELECTRICAL 05/05/2025 Comments1: CAR PORT BC 23:00 AM 094-ELS ELECTRIC SERVICE 05/12/2025 Comments1: JIM GH 23:00 AM 001-PPS PRE-POUR, SLAB ON GRADE 20240258 1122 HAWK HOLLOW DR 300 05/02/2025 Comments1: PATIO -- SLAVA 818-270-0782 GS _____ 025-EFL ENGINEERING FINAL SITE 20240308 2765 BERRYWOOD LN 788 05/09/2025 Comments1: RECEIVED BATCH REPORT FOR PUBLIC SIDEWAL Comments2: K GS _____ 023-EFL ENGINEERING FINAL SITE 20240310 501 BIRCHWOOD DR 131 05/09/2025 BC 23:00 AM 009-ELS ELECTRIC SERVICE 20240575 2172 HENNING LN 339 05/27/2025 Comments1: MELISSA 312-513-4114 BC 23:00 AM 016-INS INSULATION 20240576 2176 HENNING LN 340 05/01/2025 BC 23:00 AM 009-ELS ELECTRIC SERVICE 20240577 2186 HENNING LN 342 05/27/2025 Comments1: MELISSA 312-513-4114 GS _____ 024-EFL ENGINEERING FINAL SITE 20240629 3374 SEELEY CT 813 05/09/2025 Comments1: RECEIVED BATCH REPORT FOR PUBLIC SIDEWAL Comments2: K GS _____ 022-EFL ENGINEERING FINAL SITE 20240630 3384 SEELEY CT 812 05/09/2025 Comments1: RECEIVED BATCH REPORT FOR PUBLIC SIDEWAL Comments2: K GS _____ 023-EFL ENGINEERING FINAL SITE 20240631 2757 BERRYWOOD LN 786 05/09/2025 GS _____ 023-EFL ENGINEERING FINAL SITE 20240632 2753 BERRYWOOD LN 785 05/09/2025 BC _____ 001-BND POOL BONDING 20240759 2575 OVERLOOK CT 22 05/01/2025 Comments1: JEREMY 630-768-7329 BC _____ 002-TRN TRENCH - (GAS, ELECTRIC, 05/01/2025 BC _____ 003-FIN FINAL INSPECTION 05/01/2025 GS _____ 025-EFL ENGINEERING FINAL SITE 20240791 4436 TAMPA DR 1974 05/28/2025 Comments1: TEMP TO FINAL GS _____ 023-EFL ENGINEERING FINAL SITE 20240815 1092 KATE DR 43 05/14/2025 Comments1: TEMP TO FINAL DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 3 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 3 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------PR _____ 016-FIN FINAL INSPECTION 20240845 328 POPLAR DR 93 05/08/2025 PR _____ 017-FEL FINAL ELECTRIC 05/08/2025 PR _____ 018-FMC FINAL MECHANICAL 05/08/2025 PR _____ 019-PLF PLUMBING - FINAL OSR READ 05/08/2025 GS _____ 020-EFL ENGINEERING FINAL SITE 05/09/2025 PBF 13:00 PM 004-PLU PLUMBING - UNDERSLAB 20240880 577 E KENDALL DR 0 05/12/2025 Comments1: MYRON - 815-540-0444 NO EMAIL AVAIL Comments2: ABLE RA 23:00 AM 001-PTO PREPOUR BASE FOR PATIO 20240969 1159 GRACE DR 70 05/28/2025 Comments1: JOHN 630-862-8053 GH 22:00 001-ROF ROOF UNDERLAYMENT ICE & W 20241101 4641 PLYMOUTH AVE 1022 05/02/2025 Comments1: A&B GH 23:00 AM 010-WK SERVICE WALK 20241201 1220 GILLESPIE LN 414 05/09/2025 GH 13:00 PM 011-PPS PRE-POUR, SLAB ON GRADE 05/09/2025 Comments1: A/C SLAB GH 13:00 PM 012-PTO PREPOUR BASE FOR PATIO 05/09/2025 GH 13:00 PM 013-STP STOOPS 05/09/2025 GH _____ PM 010-WK SERVICE WALK 20241202 1218 GILLESPIE LN 413 05/09/2025 GH 13:00 PM 010-WK SERVICE WALK 20241203 1216 GILLESPIE LN 412 05/09/2025 GH 13:00 PM 011-PPS PRE-POUR, SLAB ON GRADE 05/09/2025 Comments1: A/C SLAB GH 13:00 PM 012-PTO PREPOUR BASE FOR PATIO 05/09/2025 GH 13:00 PM 013-STP STOOPS 05/09/2025 GH 13:00 PM 010-WK SERVICE WALK 20241204 1214 GILLESPIE LN 411 05/09/2025 GH 13:00 PM 011-PPS PRE-POUR, SLAB ON GRADE 05/09/2025 Comments1: A/C SLAB GH 13:00 PM 012-PTO PREPOUR BASE FOR PATIO 05/09/2025 GH 13:00 PM 013-STP STOOPS 05/09/2025 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 4 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 4 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH _____ PM 010-WK SERVICE WALK 20241205 1212 GILLESPIE LN 410 05/09/2025 GH _____ PM 010-WK SERVICE WALK 20241206 1210 GILLESPIE LN 409 05/09/2025 BC _____ PM 002-REI REINSPECTION 20241231 1432 RUBY DR 358 05/01/2025 Comments1: GARAGE DOOR PR 23:00 AM 012-RMC ROUGH MECHANICAL 20241257 504 S MAIN ST 0 05/02/2025 Comments1: 2ND FLOOR -- ZACH 815-791-8646 BC 22:00 013-FOU FOUNDATION 05/07/2025 BC 23:00 AM 014-PPS PRE-POUR, SLAB ON GRADE 05/09/2025 Comments1: NE SLAB PR _____ 015-PLR PLUMBING - ROUGH 05/13/2025 Comments1: 1ST FLOOR BC _____ 016-UGE UNDERGROUND ELECTRIC 05/09/2025 PR 23:00 AM 017-REL ROUGH ELECTRICAL 05/29/2025 Comments1: 1ST FLOOR PR 23:00 AM 018-RFR ROUGH FRAMING RESCHECK SF 05/29/2025 GH 13:00 PM 018-WKS PUBLIC & SERVICE WALKS 20241268 505 TIMBER OAK LN 27 05/05/2025 BC _____ 012-PPS PRE-POUR, SLAB ON GRADE 20241308 800 BRISTOL AVE 1 05/01/2025 Comments1: DRIVEWAY & APRON -- CLAYTON BC _____ 013-WK SERVICE WALK 05/01/2025 BC _____ 014-WKS PUBLIC & SERVICE WALKS 20241309 802 BRISTOL AVE 2 05/19/2025 GH 23:00 AM 008-STP STOOPS 20241322 2671 BIG GROVE CIR 91 05/06/2025 Comments1: FRONT ONLY GH 23:00 AM 009-WK SERVICE WALK 05/09/2025 Comments1: MW BF _____ 010-RFR ROUGH FRAMING RESCHECK SF 05/15/2025 Comments1: KTELLEZ@NVRINC.COM BF _____ 011-REL ROUGH ELECTRICAL 05/15/2025 BF _____ 012-RMC ROUGH MECHANICAL 05/15/2025 PBF _____ 013-PLR PLUMBING - ROUGH 05/15/2025 Comments1: KTELLEZ@NVRINC.COM DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 5 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 5 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH _____ 014-INS INSULATION 05/19/2025 Comments1: ANDREW GH _____ 023-WKS PUBLIC & SERVICE WALKS 20241323 2663 BIG GROVE CIR 95 04/30/2025 Comments1: MW -- BATCH TICKET RECEIVED PR 23:00 AM 024-ADA ADA ACCESSIBLE WALK WAY 05/02/2025 Comments1: MW BC _____ 004-FIN FINAL INSPECTION 20241331 2844 OLD GLORY DR 280 05/19/2025 BC _____ 003-FIN FINAL INSPECTION 20241346 2551 N BRIDGE ST 0 05/16/2025 Comments1: ENCLOSURE -- NICK 630-880-9343 GH 23:00 AM 004-PTO PREPOUR BASE FOR PATIO 20241347 301 RYAN CT 0 05/07/2025 Comments1: EDUADO - 630-550-6368 GH _____ 005-STP STOOPS 05/07/2025 Comments1: REAR STOOP GH 23:00 014-WKS PUBLIC & SERVICE WALKS 20241361 621 GREENFIELD TURN 70 05/14/2025 Comments1: Kristine - 630-546-0891 GS _____ 015-ADA ADA ACCESSIBLE WALK WAY 05/14/2025 Comments1: GEORGE PR _____ 016-FIN FINAL INSPECTION 05/29/2025 PR _____ 017-FEL FINAL ELECTRIC 05/29/2025 PR _____ 018-FMC FINAL MECHANICAL 05/29/2025 PR _____ 019-PLF PLUMBING - FINAL OSR READ 05/29/2025 BC 13:00 PM 004-FIN FINAL INSPECTION 20241391 201 W HYDRAULIC ST 0 05/29/2025 Comments1: DOORS - 3 PR 23:00 010-FIN FINAL INSPECTION 20241393 407 ADAMS ST 0 05/29/2025 Comments1: IAN 630-336-6529 PR 23:00 011-FEL FINAL ELECTRIC 05/29/2025 PR 23:00 012-FMC FINAL MECHANICAL 05/29/2025 PR 23:00 013-PLF PLUMBING - FINAL OSR READ 05/29/2025 GH 13:00 PM 018-WKS PUBLIC & SERVICE WALKS 20241403 365 TIMBER OAK LN 33 05/05/2025 Comments1: MW DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 6 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 6 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH 13:00 PM 022-WKS PUBLIC & SERVICE WALKS 20241404 525 TIMBER OAK LN 26 05/05/2025 Comments1: MW GS _____ 023-ADA ADA ACCESSIBLE WALK WAY 05/09/2025 PR 23:00 AM 006-FIN FINAL INSPECTION 20241421 482 OMAHA DR 83 05/06/2025 Comments1: JIM 224-324-0813 PR 23:00 AM 007-FEL FINAL ELECTRIC 05/06/2025 PR 23:00 AM 008-FMC FINAL MECHANICAL 05/06/2025 PR 23:00 AM 009-PLF PLUMBING - FINAL OSR READ 05/06/2025 GH 13:00 PM 015-PHD POST HOLE - DECK 20241433 435 TIMBER OAK LN 31 05/05/2025 Comments1: MW BC 23:00 AM 016-WKS PUBLIC & SERVICE WALKS 05/07/2025 Comments1: MW BC 23:00 AM 017-EDA DRIVEWAY, APRON 05/07/2025 Comments1: MW BF 23:00 AM 018-FIN FINAL INSPECTION 05/15/2025 Comments1: JASON BF 23:00 AM 019-FEL FINAL ELECTRIC 05/15/2025 Comments1: JASON BF 23:00 AM 020-FMC FINAL MECHANICAL 05/15/2025 PBF _____ 021-PLF PLUMBING - FINAL OSR READ 05/15/2025 Comments1: JJACOBS@RALLYHOMES.NET GS 23:00 AM 022-EFL ENGINEERING FINAL SITE 05/16/2025 GH 23:00 AM 023-REI REINSPECTION 05/16/2025 Comments1: BUILDING - GH 23:00 AM 024-REI REINSPECTION 05/16/2025 Comments1: ELECTRICAL GH 23:00 AM 025-REI REINSPECTION 05/16/2025 Comments1: MECHANICAL GH _____ 016-FIN FINAL INSPECTION 20241442 2628 SUTHERLAND CT 33 05/02/2025 Comments1: KALIN DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 7 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 7 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH _____ 017-FEL FINAL ELECTRIC 05/02/2025 GH _____ 018-FMC FINAL MECHANICAL 05/02/2025 PBF _____ 019-PLF PLUMBING - FINAL OSR READ 05/02/2025 Comments1: KTELLEZ@NVRINC.COM GH _____ 020-REI REINSPECTION 05/08/2025 Comments1: REI ELECTRIC FINAL GS _____ 021-EFL ENGINEERING FINAL SITE 05/12/2025 GH _____ 016-FIN FINAL INSPECTION 20241443 2630 SUTHERLAND CT 34 05/02/2025 Comments1: KALIN GH _____ 017-FEL FINAL ELECTRIC 05/02/2025 GH _____ 018-FMC FINAL MECHANICAL 05/02/2025 PBF _____ 019-PLF PLUMBING - FINAL OSR READ 05/02/2025 Comments1: KTELLEZ@NVRINC.COM GS _____ 020-EFL ENGINEERING FINAL SITE 05/14/2025 BC _____ 011-INS INSULATION 20241452 1386 SPRING ST 213 05/01/2025 BC 13:00 PM 004-ELS ELECTRIC SERVICE 20241453 1200 GILLESPIE LN 405 05/08/2025 Comments1: JENN BC 13:00 PM 004-ELS ELECTRIC SERVICE 20241454 1202 GILLESPIE LN 406 05/08/2025 Comments1: JENN BC 13:00 PM 004-ELS ELECTRIC SERVICE 20241455 1204 GILLESPIE LN 407 05/08/2025 Comments1: JENN BC 13:00 PM 004-ELS ELECTRIC SERVICE 20241456 1206 GILLESPIE LN 408 05/08/2025 Comments1: JENN BC 13:00 PM 004-ELS ELECTRIC SERVICE 20241457 1201 GILLESPIE LN 404 05/08/2025 Comments1: JENN BC 13:00 PM 004-ELS ELECTRIC SERVICE 20241458 1203 GILLESPIE LN 403 05/08/2025 BC 13:00 PM 004-ELS ELECTRIC SERVICE 20241459 1205 GILLESPIE LN 402 05/08/2025 Comments1: JENN BC 13:00 PM 004-ELS ELECTRIC SERVICE 20241460 1207 GILLESPIE LN 401 05/08/2025 Comments1: JENN DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 8 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 8 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------PBF _____ 001-PLU PLUMBING - UNDERSLAB 20241461 1211 GILLESPIE LN 0 05/08/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 002-PPS PRE-POUR, SLAB ON GRADE 05/09/2025 Comments1: JENN GH 13:00 PM 003-GAR GARAGE FLOOR 05/15/2025 PBF _____ 001-PLU PLUMBING - UNDERSLAB 20241462 1213 GILLESPIE LN 0 05/08/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 002-PPS PRE-POUR, SLAB ON GRADE 05/09/2025 Comments1: JENN GH 13:00 PM 003-GAR GARAGE FLOOR 05/15/2025 PBF _____ 001-PLU PLUMBING - UNDERSLAB 20241463 1215 GILLESPIE LN 0 05/08/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 002-PPS PRE-POUR, SLAB ON GRADE 05/09/2025 GH 13:00 PM 003-GAR GARAGE FLOOR 05/15/2025 PBF _____ 001-PLU PLUMBING - UNDERSLAB 20241464 1217 GILLESPIE LN 0 05/08/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 002-PPS PRE-POUR, SLAB ON GRADE 05/09/2025 GH 13:00 PM 003-GAR GARAGE FLOOR 05/15/2025 PBF _____ 001-PLU PLUMBING - UNDERSLAB 20241465 1219 GILLESPIE LN 0 05/08/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 002-PPS PRE-POUR, SLAB ON GRADE 05/09/2025 GH _____ PM 003-GAR GARAGE FLOOR 05/15/2025 PBF _____ 001-PLU PLUMBING - UNDERSLAB 20241466 1221 GILLESPIE LN 0 05/08/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 002-PPS PRE-POUR, SLAB ON GRADE 05/09/2025 GH 13:00 PM 003-GAR GARAGE FLOOR 05/15/2025 PBF _____ 001-PLU PLUMBING - UNDERSLAB 20241467 1223 GILLESPIE LN 0 05/08/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 002-PPS PRE-POUR, SLAB ON GRADE 05/09/2025 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 9 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 9 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH 13:00 PM 003-GAR GARAGE FLOOR 05/15/2025 PBF _____ 001-PLU PLUMBING - UNDERSLAB 20241468 1225 GILLESPIE LN 0 05/08/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 002-PPS PRE-POUR, SLAB ON GRADE 05/09/2025 GH 13:00 PM 003-GAR GARAGE FLOOR 05/15/2025 PBF _____ 001-PLU PLUMBING - UNDERSLAB 20241469 1227 GILLESPIE LN 0 05/08/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 002-PPS PRE-POUR, SLAB ON GRADE 05/09/2025 GH 13:00 PM 003-GAR GARAGE FLOOR 05/15/2025 PBF _____ 001-PLU PLUMBING - UNDERSLAB 20241470 1229 GILLESPIE LN 0 05/08/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH _____ 002-PPS PRE-POUR, SLAB ON GRADE 05/09/2025 GH 13:00 PM 003-GAR GARAGE FLOOR 05/15/2025 PBF _____ 001-PLU PLUMBING - UNDERSLAB 20241471 1231 GILLESPIE LN 0 05/14/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 002-PPS PRE-POUR, SLAB ON GRADE 05/15/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 003-GAR GARAGE FLOOR 05/22/2025 PBF _____ 001-PLU PLUMBING - UNDERSLAB 20241472 1233 GILLESPIE LN 0 05/14/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 002-PPS PRE-POUR, SLAB ON GRADE 05/15/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 003-GAR GARAGE FLOOR 05/22/2025 PBF _____ 001-PLU PLUMBING - UNDERSLAB 20241473 1235 GILLESPIE LN 0 05/14/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 002-PPS PRE-POUR, SLAB ON GRADE 05/15/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 003-GAR GARAGE FLOOR 05/22/2025 PBF _____ 001-PLU PLUMBING - UNDERSLAB 20241474 1237 GILLESPIE LN 0 05/14/2025 Comments1: p DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 10 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 10 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH 13:00 PM 002-PPS PRE-POUR, SLAB ON GRADE 05/15/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 003-GAR GARAGE FLOOR 05/22/2025 PBF _____ 001-PLU PLUMBING - UNDERSLAB 20241475 1239 GILLESPIE LN 0 05/14/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 002-PPS PRE-POUR, SLAB ON GRADE 05/15/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 003-GAR GARAGE FLOOR 05/22/2025 PBF _____ 001-PLU PLUMBING - UNDERSLAB 20241476 1241 GILLESPIE LN 0 05/14/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 002-PPS PRE-POUR, SLAB ON GRADE 05/15/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 003-GAR GARAGE FLOOR 05/22/2025 GH 13:00 PM 006-WK SERVICE WALK 20241477 1230 GILLESPIE LN 05/09/2025 GH 13:00 PM 007-PPS PRE-POUR, SLAB ON GRADE 05/09/2025 Comments1: A/C PAD GH 13:00 PM 008-PTO PREPOUR BASE FOR PATIO 05/09/2025 GH 13:00 PM 009-STP STOOPS 05/09/2025 GH 13:00 PM 010-RFR ROUGH FRAMING RESCHECK SF 05/28/2025 Comments1: ABBY GH 13:00 PM 011-REL ROUGH ELECTRICAL 05/28/2025 Comments1: ABBY GH 13:00 PM 012-RMC ROUGH MECHANICAL 05/28/2025 Comments1: ABBY PBF _____ 013-PLR PLUMBING - ROUGH 05/28/2025 Comments1: EDWIN@ABBYPROPERTIES.LLC GH 13:00 PM 014-INS INSULATION 05/29/2025 GH 13:00 PM 005-WK SERVICE WALK 20241478 1232 GILLESPIE LN 0 05/09/2025 GH 13:00 PM 006-PPS PRE-POUR, SLAB ON GRADE 05/09/2025 Comments1: A/C PAD DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 11 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 11 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH 13:00 PM 007-PTO PREPOUR BASE FOR PATIO 05/09/2025 GH 13:00 PM 008-STP STOOPS 05/09/2025 GH 13:00 PM 009-RFR ROUGH FRAMING RESCHECK SF 05/22/2025 Comments1: EDWIN 630-365-7229 GH 13:00 PM 010-RMC ROUGH MECHANICAL 05/22/2025 GH 13:00 PM 011-REL ROUGH ELECTRICAL 05/22/2025 PBF 13:00 PM 012-PLR PLUMBING - ROUGH 05/22/2025 Comments1: EDWIN@ABBYPROPERTIES.LLC GH 13:00 PM 013-INS INSULATION 05/23/2025 Comments1: EDWIN GH 13:00 PM 005-WK SERVICE WALK 20241479 1234 GILLESPIE LN 417 05/09/2025 GH 13:00 PM 006-PPS PRE-POUR, SLAB ON GRADE 05/09/2025 Comments1: A/C SLAB GH 13:00 PM 007-PTO PREPOUR BASE FOR PATIO 05/09/2025 GH 13:00 PM 008-STP STOOPS 05/09/2025 GH 13:00 PM 009-RFR ROUGH FRAMING RESCHECK SF 05/20/2025 Comments1: JENN GH 13:00 PM 010-REL ROUGH ELECTRICAL 05/20/2025 GH 13:00 PM 011-RMC ROUGH MECHANICAL 05/20/2025 PR 13:00 PM 012-PLR PLUMBING - ROUGH 05/20/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 013-INS INSULATION 05/21/2025 Comments1: JENN GH 13:00 PM 005-WK SERVICE WALK 20241480 1236 GILLESPIE LN 0 05/09/2025 GH 13:00 PM 006-PPS PRE-POUR, SLAB ON GRADE 05/09/2025 Comments1: A/C PAD GH 13:00 PM 007-PTO PREPOUR BASE FOR PATIO 05/09/2025 GH 13:00 PM 008-STP STOOPS 05/09/2025 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 12 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 12 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH 13:00 PM 009-RFR ROUGH FRAMING RESCHECK SF 05/15/2025 GH 13:00 PM 010-REL ROUGH ELECTRICAL 05/15/2025 GH 13:00 PM 011-RMC ROUGH MECHANICAL 05/15/2025 PBF _____ 012-PLR PLUMBING - ROUGH 05/15/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 013-INS INSULATION 05/16/2025 GH 13:00 PM 005-WK SERVICE WALK 20241481 1238 GILLESPIE LN 0 05/09/2025 GH 13:00 PM 006-PPS PRE-POUR, SLAB ON GRADE 05/09/2025 Comments1: A/C SLAB GH 13:00 PM 007-PTO PREPOUR BASE FOR PATIO 05/09/2025 GH 13:00 PM 008-STP STOOPS 05/09/2025 GH 13:00 PM 009-RFR ROUGH FRAMING RESCHECK SF 05/13/2025 GH 13:00 PM 010-RMC ROUGH MECHANICAL 05/13/2025 GH 13:00 PM 011-REL ROUGH ELECTRICAL 05/13/2025 PBF _____ 012-PLR PLUMBING - ROUGH 05/13/2025 Comments1: JENN@ABBYPROPERTIES.LLC BC 13:00 PM 013-INS INSULATION 05/14/2025 BC 13:00 PM 005-RFR ROUGH FRAMING RESCHECK SF 20241482 1240 GILLESPIE LN 420 05/08/2025 Comments1: JENN BC 13:00 PM 006-REL ROUGH ELECTRICAL 05/08/2025 BC 13:00 PM 007-RMC ROUGH MECHANICAL 05/08/2025 PBF 13:00 PM 008-PLR PLUMBING - ROUGH 05/07/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 009-INS INSULATION 05/09/2025 Comments1: JENN GH 13:00 PM 010-WK SERVICE WALK 05/09/2025 GH 13:00 PM 011-PPS PRE-POUR, SLAB ON GRADE 05/09/2025 Comments1: A/C SLAB DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 13 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 13 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH 13:00 PM 012-PTO PREPOUR BASE FOR PATIO 05/09/2025 GH 13:00 PM 013-STP STOOPS 05/09/2025 BC 13:00 PM 005-RFR ROUGH FRAMING RESCHECK SF 20241483 1242 GILLESPIE LN 0 05/01/2025 Comments1: JENN BC 13:00 PM 006-RMC ROUGH MECHANICAL 05/01/2025 BC 13:00 PM 007-REL ROUGH ELECTRICAL 05/01/2025 PBF 13:00 PM 008-PLR PLUMBING - ROUGH 05/01/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 009-INS INSULATION 05/02/2025 GH 13:00 PM 010-WK SERVICE WALK 05/09/2025 GH 13:00 PM 011-PPS PRE-POUR, SLAB ON GRADE 05/09/2025 Comments1: A/C PAD GH 13:00 PM 012-PTO PREPOUR BASE FOR PATIO 05/09/2025 GH 13:00 PM 013-STP STOOPS 05/09/2025 GH 13:00 PM 010-WK SERVICE WALK 20241484 1244 GILLESPIE LN 05/09/2025 GH 13:00 PM 011-PPS PRE-POUR, SLAB ON GRADE 05/09/2025 Comments1: A/C PAD GH 13:00 PM 012-PTO PREPOUR BASE FOR PATIO 05/09/2025 GH 13:00 PM 013-STP STOOPS 05/09/2025 GH 13:00 PM 010-WK SERVICE WALK 20241485 1246 GILLESPIE LN 0 05/09/2025 GH 13:00 PM 011-PPS PRE-POUR, SLAB ON GRADE 05/09/2025 Comments1: A/C PAD GH 13:00 PM 012-PTO PREPOUR BASE FOR PATIO 05/09/2025 GH 13:00 PM 013-STP STOOPS 05/09/2025 GH 13:00 PM 010-WK SERVICE WALK 20241486 1248 GILLESPIE LN 0 05/09/2025 GH 13:00 PM 011-PPS PRE-POUR, SLAB ON GRADE 05/09/2025 Comments1: A/C PAD DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 14 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 14 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH 13:00 PM 012-PTO PREPOUR BASE FOR PATIO 05/09/2025 GH 13:00 PM 013-STP STOOPS 05/09/2025 PBF _____ 001-PLU PLUMBING - UNDERSLAB 20241487 1243 GILLESPIE LN 0 05/14/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 002-PPS PRE-POUR, SLAB ON GRADE 05/15/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 003-GAR GARAGE FLOOR 05/22/2025 Comments1: EDWIN PBF _____ 001-PLU PLUMBING - UNDERSLAB 20241488 1245 GILLESPIE LN 0 05/14/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 002-PPS PRE-POUR, SLAB ON GRADE 05/15/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 003-GAR GARAGE FLOOR 05/22/2025 PBF _____ 001-PLU PLUMBING - UNDERSLAB 20241489 1247 GILLESPIE LN 0 05/14/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 002-PPS PRE-POUR, SLAB ON GRADE 05/15/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 003-GAR GARAGE FLOOR 05/22/2025 PBF _____ 001-PLU PLUMBING - UNDERSLAB 20241490 1249 GILLESPIE LN 0 05/14/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 002-PPS PRE-POUR, SLAB ON GRADE 05/15/2025 Comments1: JENN@ABBYPROPERTIES.LLC GH 13:00 PM 003-GAR GARAGE FLOOR 05/22/2025 BC 12:00 018-WKS PUBLIC & SERVICE WALKS 20241491 2823 CRYDER WAY 481 05/09/2025 Comments1: REMY GH 23:00 AM 021-WKS PUBLIC & SERVICE WALKS 20241517 2874 MCLELLAN BLVD 459 05/02/2025 Comments1: PART PUB -- MW GH 23:00 AM 018-FIN FINAL INSPECTION 20241541 2631 SUTHERLAND CT 36 05/07/2025 GH _____ 019-FEL FINAL ELECTRIC 05/07/2025 GH 23:00 AM 020-FMC FINAL MECHANICAL 05/07/2025 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 15 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 15 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------PBF _____ 021-PLF PLUMBING - FINAL OSR READ 05/07/2025 Comments1: KTELLEZ@NVRINC.COM; AMEEKS@NVRINC.COM GH 23:00 AM 022-REI REINSPECTION 05/09/2025 Comments1: FINAL FRAMING GS _____ 023-EFL ENGINEERING FINAL SITE 05/14/2025 GH 23:00 AM 019-WKS PUBLIC & SERVICE WALKS 20241542 862 HAYDEN DR 59 05/22/2025 GH 13:00 PM 015-WK SERVICE WALK 20241545 545 TIMBER OAK LN 25 05/27/2025 Comments1: SERVICE WALK - MW BC 23:00 AM 016-WKS PUBLIC & SERVICE WALKS 05/09/2025 Comments1: MW GH 23:00 AM 018-FIN FINAL INSPECTION 20241553 2694 BIG GROVE CIR 88 05/12/2025 Comments1: KALIN GH 23:00 AM 019-FEL FINAL ELECTRIC 05/12/2025 GH 23:00 AM 020-FMC FINAL MECHANICAL 05/12/2025 PBF _____ 021-PLF PLUMBING - FINAL OSR READ 05/12/2025 Comments1: KTELLEZ@NVRINC.COM GS 23:00 AM 022-EFL ENGINEERING FINAL SITE 05/12/2025 GH _____ 022-FIN FINAL INSPECTION 20241564 2868 MCLELLAN BLVD 458 05/15/2025 Comments1: NICK GH _____ 023-FEL FINAL ELECTRIC 05/15/2025 GH _____ 024-FMC FINAL MECHANICAL 05/15/2025 PBF _____ 025-PLF PLUMBING - FINAL OSR READ 05/15/2025 Comments1: NPORTO@NVRINC.COM GH 23:00 AM 014-EPW PUBLIC WALK 20241565 2626 SUTHERLAND CT 32 05/06/2025 Comments1: PUBLIC - GH _____ 015-FIN FINAL INSPECTION 05/28/2025 Comments1: KTELLEZ@NVRINC.COM GH _____ 016-FEL FINAL ELECTRIC 05/28/2025 GH _____ 017-FMC FINAL MECHANICAL 05/28/2025 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 16 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 16 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------PBF _____ 018-PLF PLUMBING - FINAL OSR READ 05/28/2025 Comments1: KTELLEZ@NVRINC.COM GS _____ 019-EFL ENGINEERING FINAL SITE 05/28/2025 Comments1: BBOX & PROPERTY PINS GH _____ 016-WK SERVICE WALK 20241577 2669 BIG GROVE CIR 92 05/06/2025 GH 23:00 AM 017-EPW PUBLIC WALK 05/09/2025 Comments1: MW GH 23:00 AM 016-WKS PUBLIC & SERVICE WALKS 20241578 2660 BIG GROVE CIR 71 04/30/2025 Comments1: MW -- BATCH TICKET RECEIVED GH _____ 017-FIN FINAL INSPECTION 05/14/2025 Comments1: KALIN GH _____ 018-FEL FINAL ELECTRIC 05/14/2025 GH _____ 019-FMC FINAL MECHANICAL 05/14/2025 PBF _____ 020-PLF PLUMBING - FINAL OSR READ 05/14/2025 Comments1: KTELLEZ@NVRINC.COM GS _____ 021-EFL ENGINEERING FINAL SITE 05/14/2025 PR _____ 007-FIN FINAL INSPECTION 20241590 4000 N BRIDGE ST 05/19/2025 PR _____ 006-FIN FINAL INSPECTION 20241591 4000 N BRIDGE ST 05/19/2025 PR _____ 007-FIN FINAL INSPECTION 20241592 4000 N BRIDGE ST 05/19/2025 GH 13:00 PM 009-STP STOOPS 20241600 785 TIMBER OAK LN 9 05/27/2025 Comments1: MW FRONT ONLY GH 13:00 PM 010-PHD POST HOLE - DECK 05/27/2025 BC 13:00 PM 011-RFR ROUGH FRAMING RESCHECK SF 05/29/2025 Comments1: nail all studs to stair in basement BC 13:00 PM 012-REL ROUGH ELECTRICAL 05/29/2025 Comments1: EV charger box contains 5 #12 wires BC 13:00 PM 013-RMC ROUGH MECHANICAL 05/29/2025 PBF 13:00 PM 014-PLR PLUMBING - ROUGH 05/29/2025 Comments1: JJACOBS@RALLYHOMES.NET DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 17 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 17 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH 23:00 AM 014-WK SERVICE WALK 20241601 2664 BIG GROVE CIR 73 05/06/2025 GH 23:00 AM 015-WKS PUBLIC & SERVICE WALKS 05/09/2025 Comments1: MW PR 23:00 AM 007-FIN FINAL INSPECTION 20250006 1122 GRACE DR 100 05/30/2025 Comments1: ALAN PR 23:00 AM 008-FEL FINAL ELECTRIC 05/30/2025 PR 23:00 AM 009-FMC FINAL MECHANICAL 05/30/2025 PR 23:00 AM 010-PLF PLUMBING - FINAL OSR READ 05/30/2025 BC 23:00 AM 018-FIN FINAL INSPECTION 20250013 2841 CRYDER WAY 479 05/16/2025 Comments1: JIM BC 23:00 AM 019-FEL FINAL ELECTRIC 05/16/2025 Comments1: JIM BC 23:00 AM 020-FMC FINAL MECHANICAL 05/16/2025 PBF _____ 021-PLF PLUMBING - FINAL OSR READ 05/16/2025 Comments1: JFLAHERT@NVRINC.COM GS _____ 022-EFL ENGINEERING FINAL SITE 05/21/2025 Comments1: TEMP TO FINAL BC _____ 018-WKS PUBLIC & SERVICE WALKS 20250014 2884 ROOD STREET 305 05/16/2025 GH _____ 008-RFR ROUGH FRAMING RESCHECK SF 20250019 2625 SUTHERLAND CT 39 05/06/2025 Comments1: ANDREW GH _____ 009-REL ROUGH ELECTRICAL 05/06/2025 GH 23:00 AM 010-RMC ROUGH MECHANICAL 05/06/2025 PBF _____ 011-PLR PLUMBING - ROUGH 05/06/2025 Comments1: AMEEKS@NVRINC.COM GH _____ 012-INS INSULATION 05/08/2025 GH 23:00 AM 013-STP STOOPS 05/07/2025 Comments1: MW -- FRONT BC 23:00 AM 016-WKS PUBLIC & SERVICE WALKS 20250020 2857 CRYDER WAY 476 05/16/2025 GH _____ 017-FIN FINAL INSPECTION 05/29/2025 Comments1: JIM DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 18 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 18 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH _____ 018-FEL FINAL ELECTRIC 05/29/2025 GH _____ 019-FMC FINAL MECHANICAL 05/29/2025 PBF _____ 020-PLF PLUMBING - FINAL OSR READ 05/29/2025 Comments1: JFLAHERT@NVRINC.COM GH 23:00 AM 013-STP STOOPS 20250021 2853 OLD GLORY DR 240 04/30/2025 Comments1: MW -- FRONT GH 23:00 AM 014-INS INSULATION 05/02/2025 Comments1: JIM BC 13:00 PM 015-WKS PUBLIC & SERVICE WALKS 05/16/2025 Comments1: MW PR 23:00 AM 003-RFR ROUGH FRAMING RESCHECK SF 20250030 935 ERICA LN 0 05/07/2025 Comments1: KEITH 573-259-6994 PR 23:00 AM 004-REL ROUGH ELECTRICAL 05/07/2025 PR 23:00 AM 005-RMC ROUGH MECHANICAL 05/07/2025 PR 23:00 AM 006-PLR PLUMBING - ROUGH 05/07/2025 PR 21:00 007-ABC ABOVE CEILING 05/23/2025 Comments1: KEITH 573-259-6994 GH 23:00 AM 009-RFR ROUGH FRAMING RESCHECK SF 20250032 2629 SUTHERLAND CT 37 05/21/2025 Comments1: ANDREW 331-431-7342 GH 23:00 AM 010-REL ROUGH ELECTRICAL 05/21/2025 GH 23:00 AM 011-RMC ROUGH MECHANICAL 05/21/2025 PR _____ 012-PLR PLUMBING - ROUGH 05/21/2025 Comments1: AMEEKS@NVRINC.COM GH 23:00 AM 013-INS INSULATION 05/27/2025 BC 23:00 AM 014-STP STOOPS 05/22/2025 Comments1: FRONT GH 13:00 PM 010-RFR ROUGH FRAMING RESCHECK SF 20250039 2847 CRYDER WAY 478 05/06/2025 Comments1: JIM GH 13:00 PM 011-REL ROUGH ELECTRICAL 05/06/2025 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 19 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 19 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH 13:00 PM 012-RMC ROUGH MECHANICAL 05/06/2025 PBF _____ 013-PLR PLUMBING - ROUGH 05/06/2025 Comments1: JFLAHERT@NVRINC.COM GH 23:00 AM 014-INS INSULATION 05/08/2025 Comments1: JIM BC _____ 015-WKS PUBLIC & SERVICE WALKS 05/16/2025 Comments1: MW PR 23:00 AM 005-FIN FINAL INSPECTION 20250047 88 CROOKED CREEK DR 10 05/30/2025 Comments1: CLEAN EDGE PR 23:00 AM 006-FEL FINAL ELECTRIC 05/30/2025 PR 23:00 AM 007-FMC FINAL MECHANICAL 05/30/2025 PR 23:00 AM 008-PLF PLUMBING - FINAL OSR READ 05/30/2025 PR 23:00 AM 006-FIN FINAL INSPECTION 20250061 557 MANCHESTER LN 396 05/30/2025 Comments1: RYAN PR 23:00 AM 007-FEL FINAL ELECTRIC 05/30/2025 PR 23:00 AM 008-FMC FINAL MECHANICAL 05/30/2025 PR 23:00 AM 009-PLF PLUMBING - FINAL OSR READ 05/30/2025 GH _____ 009-STP STOOPS 20250063 2686 BIG GROVE CIR 84 05/06/2025 Comments1: MW - FRONT ONLY PBF _____ 010-PLR PLUMBING - ROUGH 05/08/2025 Comments1: KTELLEZ@NVRINC.COM; AMEEKS@NVRINC.COM BC 23:00 AM 011-RFR ROUGH FRAMING RESCHECK SF 05/09/2025 BC _____ 012-REL ROUGH ELECTRICAL 05/09/2025 BC _____ 013-RMC ROUGH MECHANICAL 05/09/2025 BC 23:00 AM 014-INS INSULATION 05/13/2025 Comments1: KALIN GH 23:00 AM 009-RFR ROUGH FRAMING RESCHECK SF 20250064 2878 CRYDER WAY 442 05/27/2025 Comments1: JIM GH 23:00 AM 010-REL ROUGH ELECTRICAL 05/27/2025 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 20 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 20 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH 23:00 AM 011-RMC ROUGH MECHANICAL 05/27/2025 PR 23:00 AM 012-PLR PLUMBING - ROUGH 05/27/2025 Comments1: JFLAHERT@NVRINC.COM GH 23:00 AM 008-STP STOOPS 20250068 2092 SQUIRE CIR 178 05/13/2025 Comments1: FRONT -- MW BC 23:00 AM 009-RFR ROUGH FRAMING RESCHECK SF 05/14/2025 Comments1: JIM BC 23:00 AM 010-RMC ROUGH MECHANICAL 05/14/2025 BC 23:00 AM 011-REL ROUGH ELECTRICAL 05/14/2025 PBF _____ 012-PLR PLUMBING - ROUGH 05/14/2025 Comments1: JFLAHERT@NVRINC.COM GH 13:00 PM 013-INS INSULATION 05/16/2025 Comments1: JIM PR _____ 001-RFR ROUGH FRAMING RESCHECK SF 20250076 1625 WING RD 0 05/14/2025 Comments1: FRANK PR _____ 002-REL ROUGH ELECTRICAL 05/14/2025 PR _____ 003-RMC ROUGH MECHANICAL 05/14/2025 PR _____ 004-PLR PLUMBING - ROUGH 05/14/2025 PR _____ 005-FIN FINAL INSPECTION 05/28/2025 PR _____ 006-FEL FINAL ELECTRIC 05/28/2025 PR _____ 007-FMC FINAL MECHANICAL 05/28/2025 PR _____ 008-PLF PLUMBING - FINAL OSR READ 05/28/2025 GH 13:00 PM 006-BG BASEMENT AND GARAGE FLOOR 20250081 2621 SUTHERLAND CT 41 05/05/2025 Comments1: MW GH _____ 007-GPL GREEN PLATE INSPECTION 05/06/2025 BC 23:00 AM 008-STP STOOPS 05/22/2025 Comments1: FRONT BC _____ 009-RFR ROUGH FRAMING RESCHECK SF 05/23/2025 Comments1: DECK DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 21 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 21 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------BC _____ 010-RFR ROUGH FRAMING RESCHECK SF 05/28/2025 Comments1: KALIN BC _____ 011-REL ROUGH ELECTRICAL 05/28/2025 BC _____ 012-RMC ROUGH MECHANICAL 05/28/2025 PBF _____ 013-PLR PLUMBING - ROUGH 05/28/2025 Comments1: KTELLEZ@NVRINC.COM GH _____ 014-INS INSULATION 05/30/2025 Comments1: KALIN GH _____ 015-REI REINSPECTION 05/30/2025 Comments1: ROUGH ELECTRICAL -- KALIN GH 13:00 PM 006-BG BASEMENT AND GARAGE FLOOR 20250082 2620 SUTHERLAND CT 29 05/05/2025 Comments1: MW GH _____ PM 007-GPL GREEN PLATE INSPECTION 05/02/2025 BC 23:00 AM 008-STP STOOPS 05/22/2025 Comments1: FR & R GH _____ 009-RFR ROUGH FRAMING RESCHECK SF 05/23/2025 Comments1: KALIN GH _____ 010-RMC ROUGH MECHANICAL 05/23/2025 GH _____ 011-REL ROUGH ELECTRICAL 05/23/2025 PBF _____ 012-PLR PLUMBING - ROUGH 05/23/2025 Comments1: AMEEKS@NVRINC.COM; KTELLEZ@NVRINC.COM GH _____ 013-INS INSULATION 05/28/2025 Comments1: KALIN PR 13:00 PM 005-FIN FINAL INSPECTION 20250087 201 W HYDRAULIC ST 0 05/29/2025 Comments1: SALON SUITES PR 13:00 PM 006-FEL FINAL ELECTRIC 05/29/2025 PR 13:00 PM 007-FMC FINAL MECHANICAL 05/29/2025 PR 13:00 PM 008-PLF PLUMBING - FINAL OSR READ 05/29/2025 GH 13:00 PM 001-FIN FINAL INSPECTION 20250109 1825 CANDLEBERRY LN 29 05/14/2025 Comments1: SIDING DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 22 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 22 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH _____ PM 002-FOU FOUNDATION 20250111 2658 BIG GROVE CIR 70 05/01/2025 Comments1: MW PBF _____ 003-WAT WATER 05/07/2025 Comments1: FAMILYSEWEROFFICE@YAHOO.COM GH 23:00 AM 004-BKF BACKFILL 05/07/2025 Comments1: MW PBF _____ 005-PLU PLUMBING - UNDERSLAB 05/13/2025 Comments1: AMEEKS@NVRINC.COM GH _____ 006-GPL GREEN PLATE INSPECTION 05/16/2025 Comments1: ANDREW BC 23:00 AM 007-BSM BASEMENT FLOOR 05/22/2025 Comments1: MW BC 23:30 002-FOU FOUNDATION 20250112 2673 BIG GROVE CIR 90 05/01/2025 Comments1: MW PBF _____ 003-WAT WATER 05/07/2025 Comments1: FAMILYSEWEROFFICE@YAHOO.COM GH _____ 004-BKF BACKFILL 05/07/2025 Comments1: SLAB HOUSE PBF _____ 005-PLU PLUMBING - UNDERSLAB 05/14/2025 Comments1: AMEEKS@NVRINC.COM GH 13:00 PM 006-PPS PRE-POUR, SLAB ON GRADE 05/16/2025 Comments1: MW SLAB PLUMBING PIPES EXPOSED, NEED TO Comments2: BE COVERED PRIOR TO POURING - DONE GH 13:00 PM 007-GAR GARAGE FLOOR 05/16/2025 Comments1: MW GH _____ 008-GPL GREEN PLATE INSPECTION 20250113 2854 CRYDER WAY 446 05/01/2025 Comments1: PASSED AS NOTED GH _____ 009-INS INSULATION 05/29/2025 Comments1: JIM PBF _____ 003-WAT WATER 20250114 2852 ROOD ST 308 05/07/2025 Comments1: FAMILYSEWEROFFICE@YAHOO.COM GH 23:00 AM 004-BKF BACKFILL 05/06/2025 Comments1: MW DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 23 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 23 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------PBF _____ 005-PLU PLUMBING - UNDERSLAB 05/13/2025 Comments1: JFLAHERT@NVRINC.COM GH 23:00 AM 006-BG BASEMENT AND GARAGE FLOOR 05/15/2025 Comments1: MW PBF _____ 005-PLU PLUMBING - UNDERSLAB 20250115 2893 MCLELLAN BLVD 490 05/01/2025 Comments1: JFLAHERT@NVRINC.COM GH 23:00 AM 006-BG BASEMENT AND GARAGE FLOOR 05/05/2025 Comments1: MW GH _____ 007-GPL GREEN PLATE INSPECTION 05/13/2025 Comments1: JIM PR _____ 001-UGE UNDERGROUND ELECTRIC 20250116 825 E VETERANS PKWY 0 05/23/2025 BC 23:00 AM 012-ELS ELECTRIC SERVICE 20250119 2811 CRYDER WAY 454 05/21/2025 Comments1: JESSICA RA 23:00 AM 013-ROF ROOF UNDERLAYMENT ICE & W 05/27/2025 Comments1: REMY GH _____ AM 001-FIN FINAL INSPECTION 20250125 591 WINDETT RIDGE RD 73 05/01/2025 Comments1: CHICKEN COOP GH 13:00 PM 001-FTG FOOTING 20250131 2619 SUTHERLAND CT 42 05/01/2025 GH _____ 002-FOU FOUNDATION 05/02/2025 Comments1: MW PBF _____ 003-WAT WATER 05/07/2025 Comments1: FAMILYSEWEROFFICE@YAHOO.COM GH 23:00 AM 004-BKF BACKFILL 05/07/2025 Comments1: MW PBF _____ 005-PLU PLUMBING - UNDERSLAB 05/13/2025 Comments1: AMEEKS@NVRINC.COM GH 23:00 AM 006-GPL GREEN PLATE INSPECTION 05/15/2025 Comments1: KALIN BC 23:00 AM 007-BSM BASEMENT FLOOR 05/22/2025 Comments1: MW GH _____ 008-RFR ROUGH FRAMING RESCHECK SF 05/28/2025 Comments1: DECK DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 24 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 24 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH 23:00 AM 001-FTG FOOTING 20250132 2844 ROOD ST 309 05/19/2025 Comments1: MW BC 23:00 AM 002-FOU FOUNDATION 05/22/2025 Comments1: MW PBF _____ 003-WAT WATER 05/29/2025 Comments1: FAMILYSEWEROFFICE@YAHOO.COM GH 23:00 AM 004-BKF BACKFILL 05/28/2025 PR 23:00 AM 005-FIN FINAL INSPECTION 20250138 4475 E MILLBROOK CIR 231 05/06/2025 Comments1: BASEMENT PR 23:00 AM 006-FEL FINAL ELECTRIC 05/06/2025 PR 23:00 AM 007-FMC FINAL MECHANICAL 05/06/2025 PR 23:00 AM 008-PLF PLUMBING - FINAL OSR READ 05/06/2025 PR 22:00 001-GPL GREEN PLATE INSPECTION 20250150 472 SHADOW WOOD DR 104 05/16/2025 Comments1: JOE 815-545-9458 GH _____ AM 001-FTG FOOTING 20250151 2832 ROOD ST 310 05/27/2025 Comments1: MW GH 23:00 AM 002-FOU FOUNDATION 05/29/2025 Comments1: MW GH _____ 001-FTG FOOTING 20250154 2618 SUTHERLAND CT 28 05/08/2025 Comments1: MW GH 13:00 PM 002-FOU FOUNDATION 05/12/2025 Comments1: MW PR _____ 003-WAT WATER 05/16/2025 Comments1: FAMILYSEWEROFFICE@YAHOO.COM GH 23:00 AM 004-BKF BACKFILL 05/15/2025 Comments1: M.W. PR _____ 005-PLU PLUMBING - UNDERSLAB 05/27/2025 Comments1: KTELLEZ@NVRINC.COM; AMEEKS@NVRINC.COM GH _____ 006-GPL GREEN PLATE INSPECTION 05/30/2025 Comments1: KALIN BC 23:00 AM 005-FIN FINAL INSPECTION 20250161 3142 JUSTICE DR 610 05/21/2025 Comments1: VICTOR 773-876-2605 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 25 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 25 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------BC 23:00 AM 006-FMC FINAL MECHANICAL 05/21/2025 BC 23:00 AM 007-FEL FINAL ELECTRIC 05/21/2025 BC _____ 001-FIN FINAL INSPECTION 20250176 935 ERICA LN 0 05/20/2025 Comments1: SIGN SYLWESTER 847737324 X 0108 GH _____ 011-RFR ROUGH FRAMING RESCHECK SF 20250185 3500 RICHARDSON CIR 1314 05/22/2025 Comments1: CHRIS GH _____ 012-REL ROUGH ELECTRICAL 05/22/2025 GH _____ 013-RMC ROUGH MECHANICAL 05/22/2025 PBF _____ 014-PLR PLUMBING - ROUGH 05/22/2025 Comments1: CWTHOMPSON@DRHORTON.COM GH _____ 015-INS INSULATION 05/27/2025 Comments1: CHRIS - DOUG BC _____ 011-RFR ROUGH FRAMING RESCHECK SF 20250188 3502 RICHARDSON CIR 1313 05/28/2025 Comments1: CHRIS BC _____ 012-REL ROUGH ELECTRICAL 05/28/2025 BC _____ 013-RMC ROUGH MECHANICAL 05/28/2025 PBF _____ 014-PLR PLUMBING - ROUGH 05/28/2025 Comments1: CWTHOMPSON@DRHORTON.COM GH _____ 015-INS INSULATION 05/30/2025 Comments1: CHRIS GH 23:00 AM 002-FIN FINAL INSPECTION 20250191 2704 BERRYWOOD LN 771 05/01/2025 Comments1: TONY - 630-406-8410 EXT 212 BC 23:00 001-ROF ROOF UNDERLAYMENT ICE & W 20250202 462 NORWAY CIR 77 05/14/2025 Comments1: ADVANCED RA 23:00 002-ROF ROOF UNDERLAYMENT ICE & W 05/15/2025 Comments1: ADVANCED BC _____ AM 008-GAR GARAGE FLOOR 20250203 3201 MATLOCK DR 1011 05/05/2025 Comments1: LATE AM -- CHRIS BC _____ 009-STP STOOPS 05/05/2025 BC _____ 009-GAR GARAGE FLOOR 20250204 3203 MATLOCK DR 1012 05/05/2025 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 26 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 26 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------BC _____ 010-STP STOOPS 05/05/2025 BC _____ 007-GAR GARAGE FLOOR 20250205 3205 MATLOCK DR 1013 05/05/2025 BC _____ 008-STP STOOPS 05/05/2025 BC _____ AM 008-BG BASEMENT AND GARAGE FLOOR 20250206 3207 MATLOCK DR 1014 05/05/2025 Comments1: LATE AM -- CHRIS BC _____ 008-GAR GARAGE FLOOR 20250207 3209 MATLOCK DR 1015 05/05/2025 BC _____ 009-STP STOOPS 05/05/2025 GH 23:00 AM 001-PTO PREPOUR BASE FOR PATIO 20250210 3058 JETER ST 566 05/14/2025 Comments1: VIC GH 23:00 AM 001-PPS PRE-POUR, SLAB ON GRADE 20250221 3171 JUSTICE DR 699 05/28/2025 Comments1: DRIVEWAY GH 23:00 AM 001-FTG FOOTING 20250224 2665 BIG GROVE CIR 94 05/15/2025 Comments1: MW GH _____ 002-FOU FOUNDATION 05/19/2025 Comments1: MW BC _____ 003-BKF BACKFILL 05/22/2025 Comments1: MW PBF 13:00 PM 004-WAT WATER 05/23/2025 Comments1: FAMILYSEWEROFFICE@YAHOO.COM PBF 13:00 PM 005-PLU PLUMBING - UNDERSLAB 20250241 2864 CRYDER WAY 444 05/06/2025 Comments1: JFLAHERT@NVRINC.COM GH 23:00 AM 006-BG BASEMENT AND GARAGE FLOOR 05/09/2025 Comments1: MW GH _____ 007-GPL GREEN PLATE INSPECTION 05/19/2025 Comments1: JIM RA 13:00 PM 001-PHF POST HOLE - FENCE 20250245 307 ANDREW DR 199 05/09/2025 Comments1: MIGUEL - 815-570-7026 BC 23:00 AM 002-RFR ROUGH FRAMING RESCHECK SF 20250247 844 CANYON TR 109 05/07/2025 Comments1: DECK -- CHRIS GH 23:00 AM 001-PTO PREPOUR BASE FOR PATIO 20250249 2447 EMERALD LN 115 05/16/2025 Comments1: 630-301-1387 ENRIQUE DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 27 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 27 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------GH 23:00 AM 001-PTO PREPOUR BASE FOR PATIO 20250251 2755 ROYAL CT 103 05/16/2025 Comments1: JOHN - CEMENTRIX BC 13:00 PM 001-PPS PRE-POUR, SLAB ON GRADE 20250252 668 WHITE OAK WAY 34 05/06/2025 Comments1: POOL PATIO -- KURT 847-833-5493 BC 23:00 AM 002-BND POOL BONDING 05/14/2025 Comments1: TIM 630-408-9052 GH _____ 002-FIN FINAL INSPECTION 20250255 207 JACKSON ST 0 05/01/2025 Comments1: CLASSIC BC 14:00 001-BND POOL BONDING 20250256 2423 WYTHE PL 2 05/14/2025 Comments1: SEVA 785-218-7678 BC 14:00 002-BND POOL BONDING 05/30/2025 BC 23:00 AM 003-BKF BACKFILL 20250258 842 TIMBER OAK LN 54 05/07/2025 Comments1: MW PBF _____ 004-PLU PLUMBING - UNDERSLAB 05/12/2025 Comments1: jjacobs@rallyhomes.net GH 23:00 AM 005-BSM BASEMENT FLOOR 05/16/2025 Comments1: MW AR 23:00 001-PHF POST HOLE - FENCE 20250262 302 WOODWORTH ST 19 05/05/2025 Comments1: TONY 630-406-8410 BC _____ 001-PTO PREPOUR BASE FOR PATIO 20250270 301-308 MULHERN COURT 0 05/13/2025 Comments1: GABRIEL 773-383-3538 --24 PATIOS RA 14:00 001-PHF POST HOLE - FENCE 20250272 2568 ANNA MARIA LN 591 05/22/2025 Comments1: MONICA 630-327-7066 GH _____ 001-PTO PREPOUR BASE FOR PATIO 20250277 4438 SARASOTA AVE 2006 05/23/2025 GH 13:00 PM 005-FIN FINAL INSPECTION 20250281 365 TIMBER OAK LN 33 05/05/2025 Comments1: PAVERS & WALL RA 23:00 001-PHF POST HOLE - FENCE 20250287 4461 SARASOTA AVE 2400 05/19/2025 Comments1: TONY 630-406-8410 GH 13:00 PM 001-FIN FINAL INSPECTION 20250288 1438 CHESTNUT LN 53 05/27/2025 Comments1: WINDOWS RA 23:00 AM 001-PHF POST HOLE - FENCE 20250289 802 CAULFIELD PT 112 05/15/2025 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 28 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 28 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------RA 13:00 PM 001-PHF POST HOLE - FENCE 20250291 1922 COUNTRY HILLS DR 123 05/14/2025 Comments1: 630-401-1883 - RAFAEL BC 23:00 AM 001-FTG FOOTING 20250294 752 GREENFIELD TURN 104 05/06/2025 Comments1: Tom: 630-485-1876 BC 23:00 AM 002-RFR ROUGH FRAMING RESCHECK SF 05/27/2025 GH _____ 001-PTO PREPOUR BASE FOR PATIO 20250297 3134 JETER CT 500 05/12/2025 BC 13:00 PM 003-REI REINSPECTION 20250299 943 HAYDEN DR 123 05/15/2025 Comments1: GATES ON FENCE -- BC 23:00 AM 003-RFR ROUGH FRAMING RESCHECK SF 20250300 1052 HOMESTEAD DR 0 05/06/2025 Comments1: JEREMY 630-640-4824 GH 13:00 PM 001-FTG FOOTING 20250302 2616 SUTHERLAND CT 27 05/15/2025 Comments1: MW GH 23:00 AM 002-FOU FOUNDATION 05/19/2025 Comments1: MW BC 13:00 PM 003-BKF BACKFILL 05/22/2025 Comments1: MW PBF 13:00 PM 004-WAT WATER 05/23/2025 Comments1: FAMILYSEWEROFFICE@YAHOO.COM GH _____ 005-GPL GREEN PLATE INSPECTION 05/30/2025 Comments1: KALIN GH 23:00 AM 001-FTG FOOTING 20250303 3511 RICHARDSON CIR 1021 05/27/2025 Comments1: CHRIS GH 23:00 AM 001-FTG FOOTING 20250304 3513 RICHARDSON CIR 1022 05/27/2025 Comments1: CHRIS GH 23:00 AM 001-FTG FOOTING 20250305 3515 RICHARDSON CIR 1023 05/27/2025 Comments1: CHRIS GH 23:00 AM 001-FTG FOOTING 20250306 3517 RICHARDSON CIR 1024 05/27/2025 Comments1: CHRIS RA 23:00 AM 001-PTO PREPOUR BASE FOR PATIO 20250307 4442 PLEASANT CT 1199 05/30/2025 Comments1: JOHN RA _____ 002-FIN FINAL INSPECTION 20250308 3393 CALEDONIA DR 187 05/06/2025 Comments1: FENCE DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 29 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 29 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------BC _____ 001-FIN FINAL INSPECTION 20250309 1934 COUNTRY HILLS DR 124 05/15/2025 Comments1: DANA 630-664-6793 GH 23:00 AM 001-PTO PREPOUR BASE FOR PATIO 20250311 2756 ROYAL CT 109 05/16/2025 Comments1: JOHN GH 23:00 AM 001-PTO PREPOUR BASE FOR PATIO 20250312 2074 NORTHLAND LN 88 05/14/2025 Comments1: JOHN 630-862-8053 BC 13:00 PM 005-INS INSULATION 20250314 310 E VAN EMMON ST 0 05/15/2025 Comments1: TYLER GH 23:00 AM 001-PTO PREPOUR BASE FOR PATIO 20250315 4034 SHOEGER CT 31 05/06/2025 GH 23:00 AM 001-PTO PREPOUR BASE FOR PATIO 20250316 4032 SHOEGER CT. 31 05/06/2025 Comments1: CHRIS BC 13:00 PM 001-PPS PRE-POUR, SLAB ON GRADE 20250318 626 WHITE OAK WAY 60 05/22/2025 Comments1: DRIVEWAY/APRON -- 630-816-6930 BC 23:00 AM 001-PHD POST HOLE - DECK 20250319 3035 GRANDE TR 530 05/06/2025 Comments1: CHRIS BC 23:00 AM 002-PTO PREPOUR BASE FOR PATIO 05/06/2025 BC _____ 003-RFR ROUGH FRAMING RESCHECK SF 05/15/2025 Comments1: DECK -- CHRIS RA 23:00 AM 001-PHF POST HOLE - FENCE 20250320 103 E CENTER ST 0 05/09/2025 Comments1: RICK - 630-361-3567 RA 23:00 001-PHF POST HOLE - FENCE 20250322 2078 SQUIRE CIR 182 05/08/2025 Comments1: ADRIANA 815-834-1200 RA _____ 002-FIN FINAL INSPECTION 05/09/2025 Comments1: GABRIEL 708-539-6877 RA 12:00 001-PHF POST HOLE - FENCE 20250339 406 E PARK ST 57 05/06/2025 Comments1: CLASSIC 630-551-3400 RA 23:00 AM 002-FIN FINAL INSPECTION 05/09/2025 Comments1: CLASSIC 630-551-3400 RA 23:30 001-PHF POST HOLE - FENCE 20250341 3161 JUSTICE DR 697 05/15/2025 Comments1: JAZLYN RA 23:00 AM 002-REI REINSPECTION 20250342 2668 LILAC WAY 378 05/14/2025 Comments1: TRISH 331-262-5669 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 30 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 30 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------RA _____ 003-FIN FINAL INSPECTION 05/21/2025 Comments1: FENCE - 331-262-5669 GH _____ 001-PPS PRE-POUR, SLAB ON GRADE 20250343 2863 MCLELLAN BLVD 485 05/12/2025 Comments1: SHED PAD BC 13:00 PM 002-FIN FINAL INSPECTION 05/29/2025 PR _____ AM 001-UGE UNDERGROUND ELECTRIC 20250344 825 E VETERAN'S PARKWAY 0 05/23/2025 Comments1: PETER 773-849-5657 RA 13:00 PM 001-PHD POST HOLE - DECK 20250345 873 CANYON TR 119 05/21/2025 Comments1: CHRIS 630-330-8038 BC 14:00 001-PHD POST HOLE - DECK 20250350 371 BISCAYNE LN 1984 05/23/2025 Comments1: MIKE 630-270-7562 BC 22:00 002-RFR ROUGH FRAMING RESCHECK SF 05/28/2025 Comments1: MIKE 630-270-7562 BC 23:00 AM 001-FIN FINAL INSPECTION 20250352 1958 SUNNY DELL CT 96 05/14/2025 Comments1: WINDOWS MARCO - 815-557-4809 BC 23:00 AM 001-FIN FINAL INSPECTION 20250354 3406 RYAN DR 67 05/29/2025 BC 23:00 AM 005-INS INSULATION 20250355 1332 CLEARWATER DR 252 05/01/2025 Comments1: SEAN RA 14:00 001-PHF POST HOLE - FENCE 20250356 1991 MEADOWLARK LN 113 05/14/2025 Comments1: JAZLYN BC 13:00 PM 001-FIN FINAL INSPECTION 20250359 2663 BURR ST 86 05/14/2025 Comments1: EVS -- SHUJAH 630-965-9786 AR 23:00 001-PHF POST HOLE - FENCE 20250361 2102 WHITEKIRK LN 104 05/01/2025 Comments1: ADRIANA 815-834-1200 PR 12:00 001-ESW SEWER / WATER 20250364 232 WINDHAM CIR 57 05/01/2025 Comments1: TIM GH 22:00 002-FTG FOOTING 05/06/2025 Comments1: Christine: 630-365-9131 BC 22:00 003-FOU FOUNDATION 05/08/2025 Comments1: RSS BC 23:00 AM 004-BKF BACKFILL 05/13/2025 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 31 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 31 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------BC 13:00 PM 001-FIN FINAL INSPECTION 20250366 2263 EMERALD LN 49 05/08/2025 Comments1: Madison - 630-461-2137 BC 23:00 AM 001-PTO PREPOUR BASE FOR PATIO 20250367 2568 ANNA MARIA LN 591 05/08/2025 Comments1: LATE AM -- TRAVIS GH 23:00 AM 001-WK SERVICE WALK 20250368 2203 NORTHLAND LN 96 05/19/2025 Comments1: MID-MORNING -- TRAVIS RA 23:00 AM 002-PTO PREPOUR BASE FOR PATIO 05/29/2025 Comments1: TRAVIS LAFFEY GH 23:00 AM 001-PTO PREPOUR BASE FOR PATIO 20250369 2757 CRANSTON CIR 131 05/06/2025 Comments1: NICK AR 23:30 001-PHF POST HOLE - FENCE 20250371 2282 FAIRFAX WAY 502 05/12/2025 GH 23:00 AM 001-PPS PRE-POUR, SLAB ON GRADE 20250372 476 TWINLEAF TR 139 05/15/2025 Comments1: STOOP/WALK - JESUS 224-497-0217 RA 13:00 PM 001-PHF POST HOLE - FENCE 20250374 595 W BARBERRY CIR 57 05/07/2025 Comments1: ARISSA 708-316-9740 BC _____ 001-FIN FINAL INSPECTION 20250375 218 W ELIZABETH ST 0 05/19/2025 Comments1: WINDOWS RA 23:00 AM 001-PHD POST HOLE - DECK 20250376 2690 BIG GROVE CIR 86 05/30/2025 Comments1: 630-742-5755 GH 13:00 PM 001-PTO PREPOUR BASE FOR PATIO 20250384 3354 JONATHAN DR 151 05/09/2025 Comments1: GUS - 331-717-8254 BC _____ 001-FIN FINAL INSPECTION 20250391 1408 COTTONWOOD TR 42 05/19/2025 Comments1: WINDOWS -- EFRAN 815-351-6015 BC _____ 001-PTO PREPOUR BASE FOR PATIO 20250392 3101 LAUREN DR 93 05/09/2025 RA 13:00 001-PHF POST HOLE - FENCE 20250393 1812 COUNTRY HILLS DR 19 05/22/2025 Comments1: CLASSIC RA 23:00 001-PHF POST HOLE - FENCE 20250394 2756 CRANSTON CIR. 0 05/30/2025 RA 23:30 001-PHF POST HOLE - FENCE 20250395 401 E PARK ST 0 05/13/2025 Comments1: JAZLYN RA _____ 002-FIN FINAL INSPECTION 05/29/2025 Comments1: FENCE DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 32 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 32 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------RA 23:00 001-PHF POST HOLE - FENCE 20250398 2911 ALDEN AVE 298 05/13/2025 Comments1: ADRIANA - 815-834-1200 GH _____ 001-PTO PREPOUR BASE FOR PATIO 20250399 1430 ASPEN LN 120 05/23/2025 Comments1: JORGE 630-973-6314 GH _____ 002-PPS PRE-POUR, SLAB ON GRADE 05/23/2025 Comments1: DRIVEWAY EXTENSION BC 23:00 AM 001-FTG FOOTING 20250400 2607 HATCH CT 26 05/23/2025 Comments1: MW GH 13:00 PM 002-FOU FOUNDATION 05/27/2025 Comments1: MW GH _____ 004-BKF BACKFILL 05/30/2025 Comments1: MW GH 13:00 PM 001-FIN FINAL INSPECTION 20250402 301 WINDETT RIDGE RD 45 05/27/2025 Comments1: WINDOW RA 13:00 PM 001-PHF POST HOLE - FENCE 20250408 511 REDHORSE LN 131 05/14/2025 Comments1: CLASSIC - 630-551-3400 RA _____ 002-FIN FINAL INSPECTION 05/19/2025 Comments1: FENCE RA 13:00 001-PHF POST HOLE - FENCE 20250411 1863 WALSH DR 58 05/21/2025 Comments1: MONICA BC 13:00 PM 001-RFR ROUGH FRAMING RESCHECK SF 20250412 2179 HENNING LN 311 05/16/2025 Comments1: SCOTT 520-239-6860 BC _____ 002-INS INSULATION 05/16/2025 PR 13:00 PM 003-PLR PLUMBING - ROUGH 05/21/2025 Comments1: SCOTT 520-239-6860 PR 13:00 PM 004-REL ROUGH ELECTRICAL 05/21/2025 Comments1: SCOTT GH 13:00 PM 001-PTO PREPOUR BASE FOR PATIO 20250415 307 ANDREW DR 199 05/07/2025 Comments1: IVAN 224-210-4104 GH _____ 002-WK SERVICE WALK 05/07/2025 BC 13:00 001-FIN FINAL INSPECTION 20250417 2422 FAIRFIELD AVE 0 05/16/2025 Comments1: EVS DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 33 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 33 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------RA 12:00 001-PHF POST HOLE - FENCE 20250418 452 BISCAYNE LN 2017 05/21/2025 Comments1: CLASSIC BC 23:00 AM 001-FIN FINAL INSPECTION 20250419 1304 DAKOTA DR 60 05/23/2025 Comments1: SOLAR RYAN 815-409-5467 BC 23:00 AM 002-FEL FINAL ELECTRIC 05/23/2025 RA 13:00 PM 001-PHD POST HOLE - DECK 20250424 203 SPRUCE CT 18 05/19/2025 Comments1: MACHELLE - 630-296-7663, X1 BC 13:00 PM 002-PHD POST HOLE - DECK 20250429 352 BISCAYNE LN 1981 05/09/2025 Comments1: CJ 630-750-9981 BC 23:00 AM 003-RFR ROUGH FRAMING RESCHECK SF 05/20/2025 Comments1: support joists at stoop, add joist hange Comments2: rs BC 23:00 AM 004-REI REINSPECTION 05/22/2025 Comments1: RFR BC 22:00 001-ROF ROOF UNDERLAYMENT ICE & W 20250436 2021 INGEMUNSON LN 154 05/14/2025 BC 13:00 PM 001-PTO PREPOUR BASE FOR PATIO 20250438 472 BISCAYNE LN 2016 05/09/2025 Comments1: VICTOR - 630-788-1934 BC 13:00 PM 002-BND POOL BONDING 20250445 4466 TAMPA DR 1968 05/30/2025 Comments1: POOL BC 23:00 AM 001-PTO PREPOUR BASE FOR PATIO 20250447 149 CLAREMONT CT 27 05/22/2025 Comments1: Mike - BC _____ 001-RFR ROUGH FRAMING RESCHECK SF 20250449 206 W CENTER ST 0 05/28/2025 Comments1: FR PORCH COVER RA 13:00 001-PHF POST HOLE - FENCE 20250451 886 HEARTLAND DR 166 05/29/2025 Comments1: MARIA 630-809-4166 BC _____ 001-ROF ROOF UNDERLAYMENT ICE & W 20250454 405 E. SOMONAUK ST. 9 05/05/2025 RA 23:00 001-ROF ROOF UNDERLAYMENT ICE & W 20250455 562 BIRCHWOOD DR 155 05/15/2025 Comments1: ALICIA 708-227-8174 RA _____ 001-PHF POST HOLE - FENCE 20250457 2649 KELLOGG CT 51 05/15/2025 BF _____ AM 001-FIN FINAL INSPECTION 20250459 492 BISCAYNE LN 2015 05/30/2025 Comments1: SOLAR -- CHRIS 815-272-7347 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 34 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 34 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------BF _____ AM 002-FEL FINAL ELECTRIC 05/30/2025 RA 13:00 001-PHD POST HOLE - DECK 20250464 669 HAYDEN DR 71 05/28/2025 Comments1: TIM 630-561-1059 BC 23:00 AM 001-FIN FINAL INSPECTION 20250466 506 WALSH CT 1 05/13/2025 Comments1: WINDOWS - SAMANTHA 603-521-0444 RA 22:30 001-ROF ROOF UNDERLAYMENT ICE & W 20250471 308 MILL ST 0 05/19/2025 Comments1: JOHN BC 21:01 001-ROF ROOF UNDERLAYMENT ICE & W 20250472 1982 WESTON AVE 52 05/14/2025 Comments1: CARRIE- 630-466-7040 GH 23:00 AM 001-FTG FOOTING 20250488 2615 HATCH CT 22 05/29/2025 Comments1: MW RA 23:00 001-ROF ROOF UNDERLAYMENT ICE & W 20250492 215 DICKSON CT 0 05/15/2025 Comments1: ANGEL RA 23:00 AM 001-PHD POST HOLE - DECK 20250493 568 WINDETT RIDGE RD 168 05/22/2025 Comments1: ADAM 630-486-2502 BC 14:00 001-PPS PRE-POUR, SLAB ON GRADE 20250501 201 W CENTER ST 0 05/30/2025 Comments1: STAIRS -- RA 22:00 001-ROF ROOF UNDERLAYMENT ICE & W 20250502 2603 MCLELLAN BLVD 41 05/19/2025 Comments1: JOHN RA _____ 001-ROF ROOF UNDERLAYMENT ICE & W 20250503 2537 LYMAN LOOP 0 05/19/2025 PR _____ 001-RFR ROUGH FRAMING RESCHECK SF 20250512 129 COMMERCIAL DR 0 05/20/2025 Comments1: FRANK JR PR _____ 002-REL ROUGH ELECTRICAL 05/20/2025 PR _____ 003-PLR PLUMBING - ROUGH 05/20/2025 BC 13:00 PM 001-PHD POST HOLE - DECK 20250513 903 WESTERN LN 90 05/27/2025 Comments1: MICHELLE 630-546-1012 BC 13:00 PM 001-FIN FINAL INSPECTION 20250547 1211 BADGER ST UNIT I 0 05/23/2025 Comments1: ELECTRIC SERVICE DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 35 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 35 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------PERMIT TYPE SUMMARY: ADD ADDITION 1 AGP ABOVE-GROUND POOL 7 BSM BASEMENT REMODEL 25 CCP CHICKEN COOP 1 COM COMMERCIAL BUILDING 5 CRM COMMERCIAL REMODEL 25 DCK DECK 19 DRV DRIVEWAY 2 ELE ELECTRIC 1 EVS ELECTRIC VEHICLE CHARGING STAT 3 FNC FENCE 31 FOU FOUNDATION 1 IGP IN-GROUND POOL 1 MF MULTI-FAMILY (APARTMENT/CONDO) 3 MIS MISCELLANEOUS 2 MSC MISCELLANEOUS 2 PTO PATIO / PAVERS 28 REM REMODEL 11 REP REPAIR 7 ROF ROOFING 11 SDW SIDEWALK 2 SFA SINGLE-FAMILY ATTACHED 181 SFD SINGLE-FAMILY DETACHED 246 SGN SIGN 1 SHD SHED/ACCESSORY BUILDING 2 SID SIDING 1 SOL SOLAR PANELS 5 WIN WINDOW REPLACEMENT 7 INSPECTION SUMMARY: ABC ABOVE CEILING 1 ADA ADA ACCESSIBLE WALK WAY 3 BG BASEMENT AND GARAGE FLOOR 6 BKF BACKFILL 11 BND POOL BONDING 5 BSM BASEMENT FLOOR 3 EDA DRIVEWAY, APRON 1 EFL ENGINEERING FINAL SITE 17 ELS ELECTRIC SERVICE 12 EPW PUBLIC WALK 3 ESW SEWER / WATER 1 FEL FINAL ELECTRIC 25 FIN FINAL INSPECTION 58 FMC FINAL MECHANICAL 23 FOU FOUNDATION 11 FTG FOOTING 14 GAR GARAGE FLOOR 25 GPL GREEN PLATE INSPECTION 10 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 36 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 36 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ INS INSULATION 24 PHD POST HOLE - DECK 11 PHF POST HOLE - FENCE 23 PLF PLUMBING - FINAL OSR READY 22 PLR PLUMBING - ROUGH 25 PLU PLUMBING - UNDERSLAB 31 PPS PRE-POUR, SLAB ON GRADE 44 PTO PREPOUR BASE FOR PATIO 36 REI REINSPECTION 10 REL ROUGH ELECTRICAL 25 RFR ROUGH FRAMING RESCHECK SFD SFA 34 RMC ROUGH MECHANICAL 22 ROF ROOF UNDERLAYMENT ICE & WATER 12 STP STOOPS 27 TRN TRENCH - (GAS, ELECTRIC, ETC) 1 UGE UNDERGROUND ELECTRIC 5 WAT WATER 8 WK SERVICE WALK 24 WKS PUBLIC & SERVICE WALKS 18 INSPECTOR SUMMARY: AR AARON ROSA 3 BC BOB CREADEUR 142 BF B&F INSPECTOR CODE SERVICE 8 GH GINA HASTINGS 277 GS GEORGE STEFFENS 19 PBF PLUMBER 62 pr PR 1 PR PETER RATOS 77 RA AARON ROSA 42 STATUS SUMMARY: A PR 1 C BC 19 C BF 3 C GH 47 C GS 13 C PBF 7 C PR 4 C RA 5 I AR APPLIED 3 I BC 122 I BF 5 I GH 221 I GS 3 I PBF 53 I pr 1 I PR 71 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 37 DATE: 06/02/2025 UNITED CITY OF YORKVILLE PAGE: 37 TIME: 09:08:56 CALLS FOR INSPECTION REPORT ID: PT4A0000 INSPECTIONS SCHEDULED FROM 05/01/2025 TO 05/31/2025 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ I RA 37 M GH 4 M PBF 1 T BC 1 T GH 5 T GS 3 T PBF 1 T PR 1 REPORT SUMMARY: 631 Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #3 Tracking Number EDC 2025-48 Property Maintenance Reports for March – May 2025 Economic Development Committee – July 1, 2025 Informational None Please see the attached memos. Pete Ratos Community Development Name Department Page | 1 Property Maintenance Report March 2025 No property maintenance cases were heard in March 2025. Memorandum To: Economic Development Committee From: Pete Ratos, Code Official CC: Bart Olson, Krysti Barksdale-Noble, Jori Behland Date April 1, 2025 Subject: March Property Maintenance Page: 1 of 2 Case Report 03/01/2025 - 03/31/2025 Case # Case Date ADDRESS OF COMPLAINT TYPE OF VIOLATION STATUS VIOLATION LETTER SENT FOLLOW UP STATUS CITATION ISSUED DATE OF HEARING POSTED FINDINGS PUBLIC WORKS TO MOW 20250018 3/31/2025 622 Windett Ridge Rd Commencing Work without a Permit TO BE INSPECTED 20250017 3/31/2025 1124 Western Ln Chickens Not Contained in Fenced Area TO BE INSPECTED 20250016 3/19/2025 2575 Overlook Ct Commencing work without a Permit IN VIOLATION 20250015 3/18/2025 2601 Fairfax Way Commencing Work W/O Permit IN VIOLATION 20250014 3/12/2025 506 W Hydraulic Ave Junk, Trash & Refuse IN VIOLATION 20250013 3/7/2025 102 Worsley St Occupancy in non-residential structure TO BE INSPECTED Page: 2 of 2 20250012 3/5/2025 506 W Hydraulic Ave Junk, Trash & Refuse CLOSED 3/5/2025 COMPLIANT 20250011 3/4/2025 2721 Berrywood Ln Working without a Permit CLOSED 20250010 3/3/2025 1172 Hawk Hollow MetroNet Damage Installing Cable CLOSED 20250009 3/3/2025 106 E Park St Chickens Not Contained in Fenced Area PENDING Total Records: 10 4/1/2025 Page | 1 Property Maintenance Report April 2025 No property maintenance cases were heard in April 2025. Memorandum To: Economic Development Committee From: Pete Ratos, Code Official CC: Bart Olson, Krysti Barksdale-Noble, Jori Behland Date May 1, 2025 Subject: April Property Maintenance Page: 1 of 1 Case Report 04/01/2025 - 04/30/2025 Case # Case Date ADDRESS OF COMPLAINT TYPE OF VIOLATION STATUS VIOLATION LETTER SENT FOLLOW UP STATUS CITATION ISSUED DATE OF HEARING POSTED FINDINGS PUBLIC WORKS TO MOW 20250025 4/28/2025 ENTRANCE TO SUBDISION ON CORNEILS RD DUMPING BUILDING WASTE COMPLIANT IN VIOLATION 20250024 4/28/2025 555 Bluestem Grass/Weeds Height IN VIOLATION IN VIOLATION 4/29/2025 IN VIOLATION 20250023 4/28/2025 1954 Coneflower Ct Trailer Parked on Street CLOSED COMPLIANT 20250022 4/24/2025 2048 Squire Cir Working without a Permit TO BE INSPECTED 20250021 4/22/2025 204 Center Pkwy House in Disrepair/Uninhabitable CLOSED COMPLIANT 20250020 4/15/2025 McLellan Blvd Construction Debris CLOSED 20250019 4/14/2025 444 E Veterans Pkwy Fallen Tree CLOSED COMPLIANT Total Records: 7 5/1/2025 Page | 1 Property Maintenance Report May 2025 There were 2 cases heard in May 2025: 05/05/2025 N 5842 2601 Fairfax Way Work Commencing Before Permit Issuance Dismissed 05/19/2025 N 5843 2575 Overlook Ct Work Commencing Before Permit Issuance Dismissed Memorandum To: Economic Development Committee From: Pete Ratos, Code Official CC: Bart Olson, Krysti Barksdale-Noble, Jori Behland Date June 2, 2025 Subject: May Property Maintenance Page: 1 of 4 Case Report 05/01/2025 - 05/31/2025 Case # Case Date ADDRESS OF COMPLAINT TYPE OF VIOLATION STATUS VIOLATION LETTER SENT FOLLOW UP STATUS CITATION ISSUED DATE OF HEARING POSTED FINDINGS PUBLIC WORKS TO MOW 20250088 5/30/2025 4473 Tampa Dr. Grass IN VIOLATION 20250087 5/30/2025 2831 Rood St Grass IN VIOLATION 1/1/1900 1/1/1900 1/1/1900 5/30/2025 20250086 5/30/2025 410 E Main St. Possible Sign TO BE INSPECTED 20250085 5/29/2025 2162 Henning Ln, Grass IN VIOLATION 5/29/2025 20250084 5/29/2025 1382 N Bridge St Potholes PENDING 20250083 5/29/2025 Pothole PENDING 20250082 5/29/2025 998 White Plains Lane Grass DUPLICATE 20250081 5/28/2025 2810 Cryder Way Grading PENDING 20250080 5/28/2025 2853 Rood St Dirt In Roadway CLOSED COMPLIANT 20250079 5/28/2025 998 White Plains Lane Grass & Pool IN VIOLATION 20250078 5/22/2025 2920 Cryder Way Grass CLOSED COMPLIANT 20250077 5/22/2025 2875 Cryder Way Grass/Weeds Height IN VIOLATION 5/29/2025 20250076 5/22/2025 2192 Henning Ln Grass/Weeds Height IN VIOLATION 5/23/2025 20250075 5/22/2025 2820 Cryder Way Grass IN VIOLATION 5/23/2025 20250074 5/22/2025 3328 Jonathon Dr. Grass CLOSED COMPLIANT 20250073 5/22/2025 3327 Gabriel Dr Grass CLOSED COMPLIANT Page: 2 of 4 20250072 5/22/2025 2262 Cryder Court Grass IN VIOLATION 5/22/2025 5/29/2025 20250071 5/22/2025 2976 Old Glory Dr Grass/Weeds Height IN VIOLATION 5/29/2025 20250070 5/20/2025 2962 Old Glory Grass IN VIOLATION 5/29/2025 20250069 5/20/2025 2920 Old glory Dr Grass CLOSED COMPLIANT 20250068 5/20/2025 3184 Pinewood Dr Patio No Permit CLOSED COMPLIANT 20250067 5/19/2025 603 Center Parkway Grass CLOSED COMPLIANT 5/19/2025 20250066 5/19/2025 1801 S Bridge St Grass IN VIOLATION IN VIOLATION 5/27/2025 5/7/2025 5/19/2025 IN VIOLATION 5/27/25 20250065 5/19/2025 2033 Whitekirk Lane Chicken Coop PENDING 20250064 5/19/2025 2486 Sumac Dr. Grass CLOSED COMPLIANT 20250063 5/16/2025 206 Wolf St Grass IN VIOLATION IN VIOLATION 5/21/2025 7/7/2025 5/16/2025 5/27/25 20250062 5/15/2025 3827 Baily Rd Garbage out at curb CLOSED COMPLIANT 20250061 5/14/2025 1077 Hampton Ln Grass CLOSED 20250060 5/14/2025 401 Adams St Grass CLOSED COMPLIANT 20250059 5/14/2025 303 Twinleaf Tr Grass CLOSED COMPLIANT 5/13/2025 20250058 5/14/2025 311 Twinleaf Tr Grass CLOSED COMPLIANT 5/13/2025 20250057 5/14/2025 323 Twinleaf Tr Grass CLOSED COMPLIANT 5/13/2025 20250055 5/13/2025 331 Twinleaf Tr Grass CLOSED COMPLIANT 5/13/2025 20250054 5/13/2025 3832 Baily Rd Garbage out at curb CLOSED COMPLIANT 20250053 5/13/2025 353 Twinleaf Tr Grass CLOSED COMPLIANT 20250052 5/13/2025 874 Flint Creek Grass CLOSED COMPLIANT 5/13/2025 20250051 5/13/2025 1102 Hawk Hollow Dr Grass CLOSED COMPLIANT 5/20/2025 20250049 5/13/2025 1071 Blackberry Shore Ln Grass CLOSED COMPLIANT Page: 3 of 4 20250048 5/13/2025 1061 Blackberry Shore Ln Grass CLOSED COMPLIANT 20250047 5/13/2025 1051 Blackberry Shore Ln Grass CLOSED COMPLIANT 20250046 5/13/2025 1021 Blackberry Shore Ln Grass CLOSED COMPLIANT 20250045 5/13/2025 961 Blackberry Shore Ln Grass CLOSED COMPLIANT 20250044 5/13/2025 951 Blackberry Shore Ln Grass CLOSED COMPLIANT 20250043 5/13/2025 931 Blackberry Shore Ln Grass CLOSED COMPLIANT 20250042 5/13/2025 921 Blackberry Shore Ln Grass CLOSED COMPLIANT 20250041 5/12/2025 2302 High Ridge Rd Grass CLOSED 20250040 5/12/2025 2282 High Ridge Rd Grass CLOSED COMPLIANT 20250039 5/9/2025 2182 Henning Ln Trash & Debris CLOSED COMPLIANT 20250038 5/9/2025 425 Sutton St. Grass CLOSED COMPLIANT 20250037 5/9/2025 1872 Walsh Dr Grass CLOSED COMPLIANT 20250036 5/9/2025 2868 Old glory Dr Sidewalk Restoration CLOSED COMPLIANT 20250035 5/8/2025 208 W Ridge St. Structure In Disrepair IN VIOLATION 5/14/2025 PENDING 20250034 5/8/2025 1085 Auburn Dr Grass & Weeds CLOSED COMPLIANT 20250033 5/7/2025 1023 S Carly Cir. Grass Vacant Lot CLOSED COMPLIANT 5/12/2025 20250032 5/7/2025 1818 A Country Hills Dr. Grass/Weeds CLOSED COMPLIANT 20250031 5/7/2025 871 Purcell St Grass CLOSED COMPLIANT 20250030 5/6/2025 15 Cannonball Trl Tent and Fence CLOSED Page: 4 of 4 20250029 5/5/2025 484 Spice Bush Ct Running Business AC equipment on side of home and tall grass CLOSED COMPLIANT 20250028 5/5/2025 124 Naden Ct Grass Length CLOSED COMPLIANT 5/5/2025 20250027 5/2/2025 124 Naden Ct Grass Length CLOSED COMPLIANT 5/5/2025 20250026 5/2/2025 1171 Blackberry Shore Ln Semi on Residential CLOSED Total Records: 61 6/2/2025 Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #4 Tracking Number EDC 2025-49 Economic Development Reports for April – June 2025 Economic Development Committee – July 1, 2025 Informational None Bart Olson Administration Name Department 651 Prairie Pointe Drive • Yorkville, Illinois • 60560 Phone 630-209-7151 Monthly Report – May 2025 EDC Meeting - The United City of Yorkville April 2025 Activity New Development: - We Rock the Spectrum Kid’s Gym – 1435 Cannonball Trail – Courthouse Square: Amy and James Allen, owners of We Rock the Spectrum in Shorewood, are opening a new location in Courthouse Square at 1435 Cannonball Trail. This 5476 square foot space has been vacant since Dollar General closed. We Rock the Spectrum Kid’s Gym is a franchised play space that caters to families with children of all abilities, with special considerations for those with sensory processing disorders, and provides a space with specially designed sensory play equipment to allow individuals of all ability levels to play and grow together. More information about their inclusive philosophy can be found on their website at https://werockthespectrumshorewood.com/ . Opening is planned for July 2025. - Bowlero/Raging Waves Waterpark – 4000 N Bridge St: Raging Waves Waterpark plans to open for their 2025 season on May 24, 2025. Attached you will find an itemized list of facility enhancements provided by Dawn Witt that were made to the waterpark during the 2024-2025 off-season. See attachment. - America’s Best – 935 Erica Ln – Kendall Marketplace: National retailer America’s Best will occupy the 4315 square foot space at 935 Erica Ln in Kendall Marketplace. America’s Best has over 1000 locations across 31 states. The brand continues to grow as a trusted provider of quality eye care and eyewear, with a focus on affordability. This space has been vacant since Design 99 retail store closed and is currently undergoing renovations to create two general consultation rooms and one contact fitting space, along with a generous display area for designer frames. The target opening for America’s Best is July 18th, 2025. - Dhuse Chiropractic – 1625 Wing Rd: Yorkville’s own Dr. Kyle Dhuse is relocating his chiropractic office, Dhuse Chiropractic, to the approximately 1500 square foot location at 1625 Wing Rd. Dr. Dhuse is proud to serve the community he grew up in and the surrounding area by providing convenient and affordable chiropractic care. Dr. Dhuse's practice focuses on treatments that emphasize rehabilitation and exercise, specializing in the care of patients ranging from adolescents to the elderly. He is planning to open at the new location in July 2025. - Reds Sports Training Facility – 801 Prairie Pointe Dr: The Reds Baseball & Softball Academy is proud to announce the launch of its groundbreaking 21,000 sq ft. Reds Sports Training Facility, a game-changer for the Yorkville, IL community. As the first of its kind in the area, this state-of-the-art facility will offer comprehensive training and development programs for athletes aged 8U to 18U. By equipping young athletes with the skills and resources needed to excel, the facility is poised to have a lasting positive impact on the community. It aims to elevate the performance of both baseball & softball high school teams, fostering both individual and team success. Additionally, the facility will offer public programs like coaching and player clinics, winter programs, cage & turf rentals, and more. The new training center will not only nurture athletic talent but also instill values of dedication, teamwork, and discipline, creating a legacy of excellence for generations to come. Anticipated opening is in Fall 2025. - Elase Med Spa – 942 N Bridge St – Walnut Plaza: Images Med Spa is rebranding to Elase Med Spa in June of 2025. This will be the first Illinois location for the brand, which currently has 16 locations: 10 in Florida, 5 in Utah, and 1 in Idaho. They will continue to provide the community with a wide variety of top-notch skincare services and aesthetic treatments. - Precision Response Solutions – 1211 Deer St, Unit A: Precision Response Solutions (PRS) is a fire recovery and investigation assistance service that is run by a team of industry veterans, including Yorkville’s own Patrick Winninger. PRS offers emergency support for fire departments and investigators, government agencies, insurance companies, and homeowners through emergency shoring, demolition, and structural stabilization. The PRS team provides additional support through evidence management and investigation. PRS opened in the 5,000 square foot space on April 1, 2025. - Moon Phaze Boutique – 664 W Veterans Pkwy, Unit F – Cannonball Run: Owner Amanda Brickey began Moon Phaze Boutique as a small booth specializing in metaphysical goods and alternative fashion inside True North Antique Mall in Morris in 2021. Due to the ongoing success of her business and driven by a passion for entrepreneurship, Amanda expanded Moon Phaze into a full- scale 1,800 square foot location at 664 W Veterans Parkway. Moon Phaze Boutique opened on April 26th, 2025. April 2025 Previously Reported Updates: - Salsa Verde – 1508 N Bridge St: Yorkville’s own Arechiga Family is relocating and expanding their Salsa Verde Restaurant to the former Arby’s location on Route 47. The new space is approximately 3,200 square feet and includes a drive-up. Their original location is 1,800 square feet. Salsa Verde prides itself in redefining the concept of modern, fast-casual food by proudly serving delicious dishes prepared from authentic Mexican recipes in a friendly, vibrant environment. They hope to be open in the new location in May of 2025. - Blank SL8 – 219 S Bridge St: The former FRET Wine Bar & Theatre has changed ownership and has reopened as a new concept special event space called Blank SL8. New business owners Earl Holmes and his wife Stephanie (Stef) of Oswego opened on April 19, 2025, at 219 S Bridge St, in Downtown Yorkville. Blank SL8 is an intimate venue for hosting small to medium-sized special events, including birthday parties, corporate events, bridal and wedding showers, etc. Clients bring in their own vendors for services such as photography and food to make each event unique and affordable. The Chamber Ribbon Cutting and Grand Opening are planned for May 22nd, 2025. - JEMS2 Property Management – 904 S. Bridge St: Yorkville resident Michael Holzer is constructing a new building at 904 S. Bridge St. Once complete, the new 2100 square foot building will house the Brenda Holzer Memorial Foundation and will look to open late 2025. Additional information about the foundation can be found by visiting their website at www.bhmemorialfoundation.org. - Nothing Bundt Cakes – 731 Erica Ln – Kendall Marketplace: Faisal Raja will be opening his ninth Nothing Bundt Cakes location in Kendall Marketplace. Taking over the 2250 square foot former Kendall Meat Company location at 731 Erica Ln, Nothing Bundt Cakes will offer your favorite bundt cake treats baked in-house, on-site. Faisal and his team have already partnered with Yorkville schools in the past to collaborate on fundraisers, and they are excited to continue to support the Yorkville Community from this new location. Opening date is planned for Summer of 2025. - Complete Medical Recovery (CMR) – 129 Commercial Drive, Unit 9 – Yorkville Business Center: Dr. Eric Andersen is leading an outstanding group of medical providers, in a relocation and expansion for their businesses. This group currently practices at 1949 S Bridge Street (Fountain Village Center) in 2,300 square feet of space. They purchased their new 12,300 square foot, two- story space on January 6, 2025. There will be a 1,000 square foot fitness studio on the first floor that will open on March 15th; this is new to their practice. All of the medical providers will move into the new expanded location on May 5th, 2025. These include Walton Chiropractic, A Touch of Ginger, Complete Muscle Recovery, Complete Medical Recovery, Complete Mind Recovery and Complete Medical Radiance. They will also offer access to an infrared sauna, hyperbaric chamber, and a retail store for purchase of supplements. You can learn more amount this practice by visiting their website www.cmrhealthgroup.com - The District Salon Suites, A Collection of Industry Professionals – 201 W. Hydraulic: Katie Ash entrepreneur and owner of Salon Social in downtown Yorkville, is opening an additional new business in the former Yorkville Parks and Rec building. The Williams Group purchased this building from the City in September 2024. The District Salon Suites will occupy the nearly 4,000 square foot space, and plans to be open June 1st, 2025. The building will be a fully renovated facility with 15 luxury salon suites on site, which are currently 50% leased. The District will house stylists who have graduated from commission salons, have spent years building a clientele, and can now support self-employment. - Kharisma’s Kuddles – 104 E. Schoolhouse Rd: Kharisma Benard will open a daycare for children ages 2 to 6, and also offer before and after school care for elementary school children at this location. She is going through approvals with DCFS at this time and hopes to be open later this year. - Opal Banquets & New Hotel – 577 E Kendall Drive – Kendall Crossing: Hotel owner Sonny Shah has begun construction to complete his project at Kendall Crossing. The foundation for this building was made back in 2019. At this time, the plan includes a first-floor banquet center that will accommodate 450 guests, a small restaurant and bar that will be open to the public, a second-floor rooftop bar, and 4 additional floors of hotel rooms. The hotel “flag” is HYATT STUDIOS. This hotel type is a new offering for the “Hyatt” brand, and the first of these offerings will open in 2025 nationwide. The goal is an opening early 2026. - Children’s Courtyard – 708 E Veterans Parkway – Heartland Center: Children’s Courtyard is owned by the Learning Care Group, which is the second largest early education and childcare operator in the US. They have a total of 11 childcare center brands. Yorkville will be a Children’s Courtyard, which specializes in offering an active learning experience. This building was formerly The Heartland School. The new school will create 30 new jobs and serve approximately 170 students. The building received a complete interior renovation, adding state-of-the-art equipment and upgrading the playground. You can learn more by visiting their website https://www.childrenscourtyard.com. Director Jessica Wathen has scheduled the Grand Opening for May 16, 2025, from 3:30-6:30pm. The Grand Opening is open to the public and will have family activities including alpacas, face painting, Foxy’s Ice Cream truck, and more. They will be open for enrollment at that time. - QuikTrip – Located at the northeast corner of Routes 47 and 71: This is the new developer/business that has purchased this property. QuikTrip is new to Illinois, but NOT a new company. It is a privately held company that was founded in 1958 and is based in Tulsa, Oklahoma. QuikTrip has grown to more than an $11 billion company, with more than 900 stores in 14 states. They have over 24,000 employees nationwide. Construction began on February 17th, 2025. Opening for Yorkville’s QuikTrip is slotted for November 2025. - Continue working with a variety of other potential business owners. There are a variety of parties doing due diligence on space to lease and buildings, and land to purchase. Information will be forthcoming. Respectfully submitted, Lynn Dubajic Kellogg & Katelyn Gregory 651 Prairie Pointe Drive Yorkville, IL 60560 lynn@dlkllc.com kgregory@yorkville.il.us 630-209-7151 630-800-0574 RAGING WAVES WATERPARK 2024-2025 Off-Season Updates and Improvements ATTRACTION UPDATES • A new LED video screen, will be added to the back wall of the Barrier Reef Wave Pool. Sports, movies, music videos and more will add excitement to your day as you enjoy the waves • More tubes and family rafts at multiple slides to help lines move faster • New special events throughout the season for families and adults PARK ENTRANCE UPDATES • More Guest Service windows for faster service • More bag check tables and ticket scanners for faster park entry • Shade structures are being added to the park entrance to keep our Guests comfortable PARK AMENITY ENHANCEMENTS • Multiple new VIP cabanas are being constructed, along with an exclusive cabana check- in counter • More lockers will be added across multiple locations • Lush, new landscaping and walkway improvements • New state-of-the-art audio system to boost sound quality and create a festive ambiance FOOD & BEVERAGE ENHANCEMENTS • Faster moving lines at Shark Bite Cafe and Hungry Croc thanks to larger order windows and behind-the-scenes improvements • New food & beverage offerings including gourmet popcorn and frozen cocktails • New, shaded group picnic pavilions with an adjacent volleyball/activities area will be added for catered groups of 50 to 500 plus Along with these improvements is a fresh update of paint everywhere – things are looking very fun! We will have all new point of sales systems throughout the park, this will be more current technology which in turn will be quicker for our guests and improve their experience, including at the parking booths. We will have much of the same management staff which will be great in keeping the values of Raging Waves and importance of family fun in the forefront of our business model. Our goal is to continue to be a great asset for the United City of Yorkville! 651 Prairie Pointe Drive • Yorkville, Illinois • 60560 Phone 630-209-7151 Monthly Report – June 2025 EDC Meeting - The United City of Yorkville May 2025 Activity New Development: - Home Run Hot Dogs & Lemonade – 109 N Bridge St – Riverside Plaza: Family-owned and operated, Home Run Hot Dogs & Lemonade is taking over the 748 square foot space at Riverside Plaza, formerly Iconic Coffee. This will be their first brick-and- mortar location, boasting a Wrigley Field-themed interior and a menu lineup of Vienna Beef hot dogs, burgers, Polish Sausage and Italian beef, and fresh-squeezed lemonade. Renovations are also set to include a pass-through window to allow patrons to order and enjoy their meal from inside Fox Republic Brewing. Owner Joseph Orto and his family opened Home Run Hot Dogs & Lemonade in February of 2021. The Ortos have a current location inside the concession stand at Blackberry Farm in Aurora and operated previous temporary locations at several local antique markets, Stuart’s Sports Complex, and the Batavia Boardwalk shops in 2024. Look for Home Run Hot Dogs & Lemonade to open in Summer 2025. - Italian Soda House – 600 E Veterans Pkwy: Owners Michael LaPidus and Robert Taft are bringing a taste of Italy to Yorkville. The 5476 square foot space, formerly Silver Fox, is undergoing an ambitious transformation that will surprise and delight diners with a unique experience. With an atmosphere full of charm and a little whimsy, the Italian Soda House will be a jewel in Yorkville’s blossoming boutique restaurant scene. Italian Soda House will feature a menu filled with classic Italian favorites and adventurous new offerings made from fresh, high-end ingredients, authentic gelato, and an Italian soda bar. Target opening is Summer 2025. - Subway – 1207 N Bridge St: Yorkville Subway received a full cosmetic refresh to the 1500 square foot location on Route 47, to reflect the brand’s new, modern style. Business owner Hetal Surati is excited for patrons to enjoy the brighter interior, new digital menu boards, and modern feel to the space. Hetal purchased the Yorkville location in March of 2023 and owns 5 additional locations. Following a week of closure for remodeling, Subway is now open and will be hosting a customer appreciation day on June 6th, 2025, where customers can enjoy a buy one, get one free deal on 6-inch and footlong sandwiches. May 2025 Previously Reported Updates: - We Rock the Spectrum Kid’s Gym – 1435 Cannonball Trail – Courthouse Square: Amy and James Allen, owners of We Rock the Spectrum in Shorewood, are opening a new location in Courthouse Square at 1435 Cannonball Trail. This 5476 square foot space has been vacant since Dollar General closed. We Rock the Spectrum Kid’s Gym is a franchised play space that caters to families with children of all abilities, with special considerations for those with sensory processing disorders, and provides a space with specially designed sensory play equipment to allow individuals of all ability levels to play and grow together. More information about their inclusive philosophy can be found on their website at https://www.werockthespectrumyorkville.com/. Opening is planned for July 2025. - America’s Best – 935 Erica Ln – Kendall Marketplace: National retailer America’s Best will occupy the 4315 square foot space at 935 Erica Ln in Kendall Marketplace. America’s Best has over 1000 locations across 31 states. The brand continues to grow as a trusted provider of quality eye care and eyewear, with a focus on affordability. This space has been vacant since Dots retail store closed and is currently undergoing renovations to create two general consultation rooms and one contact fitting space, along with a generous display area for designer frames. The target opening for America’s Best is July 2025. - Dhuse Chiropractic – 1625 Wing Rd: Yorkville’s own Dr. Kyle Dhuse is relocating his chiropractic office, Dhuse Chiropractic, to the approximately 1500 square foot location at 1625 Wing Rd. Dr. Dhuse is proud to serve the community he grew up in and the surrounding area by providing convenient and affordable chiropractic care. Dr. Dhuse's practice focuses on treatments that emphasize rehabilitation and exercise, specializing in the care of patients ranging from adolescents to the elderly. He is planning to open at the new location in July 2025. - Reds Sports Training Facility – 801 Prairie Pointe Dr: The Reds Baseball & Softball Academy is proud to announce the launch of its groundbreaking 21,000 square foot Reds Sports Training Facility, a game-changer for the Yorkville, IL community. As the first of its kind in the area, this state-of-the-art facility will offer comprehensive training and development programs for athletes aged 8U to 18U. By equipping young athletes with the skills and resources needed to excel, the facility is poised to have a lasting positive impact on the community. It aims to elevate the performance of both baseball & softball high school teams, fostering both individual and team success. Additionally, the facility will offer public programs like coaching and player clinics, winter programs, cage & turf rentals, and more. The new training center will not only nurture athletic talent but also instill values of dedication, teamwork, and discipline, creating a legacy of excellence for generations to come. Anticipated opening is in Fall 2025. - Salsa Verde – 1508 N Bridge St: Yorkville’s own Arechiga Family is relocating and expanding their Salsa Verde Restaurant to the former Arby’s location on Route 47. The new space is approximately 3,200 square feet and includes a drive-up. Their original location is 1,800 square feet. Salsa Verde prides itself in redefining the concept of modern, fast-casual food by proudly serving delicious dishes prepared from authentic Mexican recipes in a friendly, vibrant environment. They hope to be open in the new location in Summer 2025. - JEMS2 Property Management – 904 S. Bridge St: Yorkville resident Michael Holzer is constructing a new building at 904 S. Bridge St. Once complete, the new 2100 square foot building will house the Brenda Holzer Memorial Foundation and will look to open late 2025. Additional information about the foundation can be found by visiting their website at www.bhmemorialfoundation.org. - Nothing Bundt Cakes – 731 Erica Ln – Kendall Marketplace: Faisal Raja will be opening his ninth Nothing Bundt Cakes location in Kendall Marketplace. Taking over the 2250 square foot former Kendall Meat Company location at 731 Erica Ln, Nothing Bundt Cakes will offer your favorite bundt cake treats baked in-house, on-site. Faisal and his team have already partnered with Yorkville schools in the past to collaborate on fundraisers, and they are excited to continue to support the Yorkville Community from this new location. Opening date is planned for Summer of 2025. - Complete Medical Recovery (CMR) – 129 Commercial Drive, Unit 9 – Yorkville Business Center: Dr. Eric Andersen is leading an outstanding group of medical providers in a relocation and expansion for their businesses. This group currently practices at 1949 S Bridge Street (Fountain Village Center) in 2,300 square feet of space. They purchased their new 12,300 square foot, two-story space on January 6, 2025. There is a 1,000 square foot fitness studio on the first floor that opened on March 15th; this is new to their practice. All of the medical providers moved into the new expanded location on May 5th, 2025. These include Walton Chiropractic, A Touch of Ginger, Complete Muscle Recovery, Complete Medical Recovery, Complete Mind Recovery, and Complete Medical Radiance. They will also offer access to an infrared sauna, hyperbaric chamber, and a retail store for the purchase of supplements. You can learn more about this practice by visiting their website www.cmrhealthgroup.com - The District Salon Suites, A Collection of Industry Professionals – 201 W. Hydraulic: Katie Ash, entrepreneur and owner of Salon Social in downtown Yorkville, is opening an additional new business in the former Yorkville Parks and Rec building. The Williams Group purchased this building from the City in September 2024. The District Salon Suites will occupy the nearly 4,000 square foot space and plans to open on June 1st, 2025. The building will be a fully renovated facility with 15 luxury salon suites, currently 50% leased on-site. The District will house stylists who have graduated from commission salons, have spent years building a clientele, and can now support self-employment. - Kharisma’s Kuddles – 104 E. Schoolhouse Rd: Kharisma Benard will open a daycare for children ages 2 to 6, and also offer before and after-school care for elementary school children at this location. She is going through approvals with DCFS at this time and hopes to be open later this year. - Opal Banquets & New Hotel – 577 E Kendall Drive – Kendall Crossing: Hotel owner Sonny Shah has begun construction to complete his project at Kendall Crossing. The foundation for this building was laid back in 2019. At this time, the plan includes a first-floor banquet center that will accommodate 450 guests, a small restaurant and bar that will be open to the public, a second- floor rooftop bar, and 4 additional floors of hotel rooms. The hotel “flag” is HYATT STUDIOS. This hotel type is a new offering for the “Hyatt” brand, and the first of these offerings will open in 2025 nationwide. The goal is an opening in early 2026. - Children’s Courtyard – 708 E Veterans Parkway – Heartland Center: Children’s Courtyard is owned by the Learning Care Group, which is the second largest early education and childcare operator in the US. They have a total of 11 childcare center brands. Yorkville will be a Children’s Courtyard, which specializes in offering an active learning experience. This building was formerly The Heartland School. The new school will create 30 new jobs and serve approximately 170 students. The building received a complete interior renovation, adding state-of-the-art equipment and upgrading the playground. You can learn more by visiting their website https://www.childrenscourtyard.com. Director Jessica Wathen hosted their Grand Opening on May 16, 2025. - QuikTrip – Located at the northeast corner of Routes 47 and 71: This is the new developer/business that has purchased this property. QuikTrip is new to Illinois, but NOT a new company. It is a privately held company that was founded in 1958 and is based in Tulsa, Oklahoma. QuikTrip has grown to more than an $11 billion company, with more than 900 stores in 14 states. They have over 24,000 employees nationwide. Construction began on February 17th, 2025. Opening for Yorkville’s QuikTrip is slotted for November 2025. - Continue working with a variety of other potential business owners. There are a variety of parties doing due diligence on space to lease and buildings, and land to purchase. Information will be forthcoming. Respectfully submitted, Lynn Dubajic Kellogg & Katelyn Gregory 651 Prairie Pointe Drive Yorkville, IL 60560 lynn@dlkllc.com, kgregory@yorkville.il.us 630-209-7151 630-800-0574 651 Prairie Pointe Drive • Yorkville, Illinois • 60560 Phone 630-209-7151 Monthly Report – July 2025 EDC Meeting - The United City of Yorkville June 2025 Activity New Development: - Columbia Chutes – 210 Beaver St: John Dombek, owner of Columbia Chutes, is looking to close in July 2025 on the 14,400 square foot building formerly occupied by Hofmann Fluid Power. Alan Halleck is championing the project to bring Columbia Chutes from Rockdale to Yorkville, and he is eager to see this transition come to fruition. When fully operational, Columbia Chutes expects to have a team of approximately 20 professionals on-site. Columbia Chutes LLC is a leader in providing expert solutions for linen and rubbish chutes, offering a wide range of products, including custom- sized doors, control panels, and accessories. The company specializes in manufacturing and customizing chute systems to meet specific needs for each client by providing innovative and reliable chute solutions. To learn more about products and services offered by Columbia Chutes, visit their website at https://columbiachutes.com/. - Lola’s Handcrafted Churros – 634 W Veterans Pkwy, Unit F – Cannonball Run: Get ready to enjoy an authentic Mexican favorite with a playful, modern twist! Mayra Serna, owner of Lola’s Handcrafted Churros, is excited to be coming to Yorkville. Lola’s will be taking over the 1,800 square foot location, formerly occupied by Salsa Verde. This will be Mayra’s second location. Explore a variety of unique flavor combinations like Biscoff cookie butter, s’mores, and matcha fruity pebbles – all available as sundaes. The beautiful presentation has made Lola’s Handcrafted Churros a hit on social media and landed her a feature on NBC’s Chicago Today. Lola’s Handcrafted Churros plans to be open late Summer 2025, but if you can’t wait to get a taste, you can visit her original location in Lisle now. View the menu at https://www.lolachurros.com/. - Evolve Physical Therapy – 664 Veterans Pkwy, Unit D – Cannonball Run: Evolve Physical Therapy will open its new location at 664 W. Veterans Pkwy, Unit D, at the end of June. This new location will operate alongside their original office in Aurora, providing patients in Yorkville and the surrounding communities a variety of physical therapy and sports medicine treatment options. Owner Janelle Smith, DPT, OCS, opened Evolve with a mission to provide personalized one- on-one care and an alternative approach to recovery healthcare that removes common obstacles faced by many patients. Mark Brauweiler, PT, DPT, OCS, CSCS, is thrilled to be leading the team at Yorkville. The Evolve team is available to help patients experiencing a range of concerns from sports performance and overuse injuries to joint replacement and vertigo treatments. For a full list of services offered, you can visit the Evolve Physical Therapy website at https://www.evolvesportsmed.com/. - ServiceMaster of Kendall County and Merry Maids – 720 N Bridge St, Suite B – Bridge Street Professional Center: Owner David Clark is bringing ServiceMaster of Kendall County’s main office back to Yorkville after 30 years. ServiceMaster and Merry Maids will now occupy the 1,050 square foot space at 720 N. Bridge St., recently vacated by J&E Restoration. David is the owner of ServiceMaster of Kane, Kendall, and Will Counties, and plans to keep his Aurora office location open. ServiceMaster Restore will offer both residential and commercial restoration services for water, fire, smoke, weather, and odor damage, and mold remediation services, to help businesses get back to work and homeowners restore their homes to pre-loss conditions. ServiceMaster was founded in 1929 and has grown into a world-class company composed of family brands that provide residential and commercial services to over 5 million customers annually. Under the ServiceMaster flagship, Merry Maids will also operate out of the new Bridge Street location. Merry Maids provides custom residential cleaning services designed to restore balance to their clients’ lives by taking care of their homes. For additional details and information about all services offered, visit their website at https://www.servicemasterrestore.com/servicemaster-of- kendall-county/. ServiceMaster of Kendall County and Merry Maids will be opening Summer 2025. - Crosstown Title – 664 W Veterans Pkwy, Unit E – Cannonball Run: Crosstown Title has taken over the former Swanson Real Estate location. Crosstown has operated in part from that location, working alongside Swanson Real Estate since August of 2024, and is now the sole occupant of that space as of June 1, 2025. Jesse Maratea, President of Crosstown Title, has 20 years of experience in the field and has also recently opened another office in Chicago. Crosstown Title is happy to provide boutique home-buying experiences for Yorkville and the surrounding communities. - Studio G Photography – 803 W Stagecoach Trail #7: Offering a variety of photography services from corporate portraits to pets and fantasy photo shoots, Studio G Photography is now open in Yorkville! Owner Abby Elliott has had a passion for photography since the age of 5 that lead to opening her photography business in 1997. With a Bachelor’s Degree in Photojournalism from Columbia Chicago, and 28 years of experience, Abby is thrilled to bring her studio from Aurora to Yorkville. In addition to photography services, Abby offers workshops at the 1,200 square foot space at 803 W Stagecoach Trail for other aspiring photographers to build their skills. Studio G Photography opened in Yorkville on June 17, 2025. For a full list of services visit the website at https://www.studiogphotography.com/. June 2025 Previously Reported Updates: - Home Run Hot Dogs & Lemonade – 109 N Bridge St – Riverside Plaza: Family-owned and operated, Home Run Hot Dogs & Lemonade is taking over the 748 square foot space at Riverside Plaza, formerly Iconic Coffee. This will be their first brick-and-mortar location, boasting a Wrigley Field-themed interior and a menu lineup of Vienna Beef hot dogs, burgers, Polish Sausage and Italian beef, and fresh-squeezed lemonade. Renovations are also set to include a pass-through window to allow patrons to order and enjoy their meal from inside Fox Republic Brewing. Owner Joseph Orto and his family opened Home Run Hot Dogs & Lemonade in February of 2021. The Ortos have a current location inside the concession stand at Blackberry Farm in Aurora and operated previous temporary locations at several local antique markets, Stuart’s Sports Complex, and the Batavia Boardwalk shops in 2024. Look for Home Run Hot Dogs & Lemonade to open in Summer 2025. Stay up to date with all their offerings on their website by visiting https://www.homerunhotdogs.net/. - Italian Soda House – 600 E Veterans Pkwy: Owners Michael LaPidus and Robert Taft are bringing a taste of Italy to Yorkville. The 5476 square foot space, formerly Silver Fox, is undergoing an ambitious transformation that will surprise and delight diners with a unique experience. With an atmosphere full of charm and a little whimsy, the Italian Soda House will be a jewel in Yorkville’s blossoming boutique restaurant scene. Italian Soda House will feature a menu filled with classic Italian favorites and adventurous new offerings made from fresh, high-end ingredients, authentic gelato, and an Italian soda bar. Target opening is late Summer 2025. - We Rock the Spectrum Kid’s Gym – 1435 Cannonball Trail – Courthouse Square: Amy and James Allen, owners of We Rock the Spectrum in Shorewood, are opening a new location in Courthouse Square at 1435 Cannonball Trail. This 5476 square foot space has been vacant since Dollar General closed. We Rock the Spectrum Kid’s Gym is a franchised play space that caters to families with children of all abilities, with special considerations for those with sensory processing disorders, and provides a space with specially designed sensory play equipment to allow individuals of all ability levels to play and grow together. More information about their inclusive philosophy can be found on their website at https://www.werockthespectrumyorkville.com/. Opening is planned for Summer 2025. - America’s Best – 935 Erica Ln – Kendall Marketplace: National retailer America’s Best will occupy the 4315 square foot space at 935 Erica Ln in Kendall Marketplace. America’s Best has over 1000 locations across 31 states. The brand continues to grow as a trusted provider of quality eye care and eyewear, with a focus on affordability. This space has been vacant since Dots retail store closed and is currently undergoing renovations to create two general consultation rooms and one contact fitting space, along with a generous display area for designer frames. The target opening for America’s Best is early Fall 2025. - Dhuse Chiropractic – 1625 Wing Rd: Yorkville’s own Dr. Kyle Dhuse is relocating his chiropractic office, Dhuse Chiropractic, to the approximately 1500 square foot location at 1625 Wing Rd. Dr. Dhuse is proud to serve the community he grew up in and the surrounding area by providing convenient and affordable chiropractic care. Dr. Dhuse's practice focuses on treatments that emphasize rehabilitation and exercise, specializing in the care of patients ranging from adolescents to the elderly. He is planning to open at the new location in July 2025. - Reds Sports Training Facility – 801 Prairie Pointe Dr: The Reds Baseball & Softball Academy is proud to announce the launch of its groundbreaking 21,000 sq ft. Reds Sports Training Facility, a game-changer for the Yorkville, IL community. As the first of its kind in the area, this state-of-the-art facility will offer comprehensive training and development programs for athletes aged 8U to 18U. By equipping young athletes with the skills and resources needed to excel, the facility is poised to have a lasting positive impact on the community. It aims to elevate the performance of both baseball & softball high school teams, fostering both individual and team success. Additionally, the facility will offer public programs like coaching and player clinics, winter programs, cage & turf rentals, and more. The new training center will not only nurture athletic talent but also instill values of dedication, teamwork, and discipline, creating a legacy of excellence for generations to come. Anticipated opening is in Fall 2025. - Salsa Verde – 1508 N Bridge St: Yorkville’s own Arechiga Family is relocating and expanding their Salsa Verde Restaurant to the former Arby’s location on Route 47. The new space is approximately 3,200 square feet and includes a drive-up. Their original location was 1,800 square feet. Salsa Verde prides itself in redefining the concept of modern, fast-casual food by proudly serving delicious dishes prepared from authentic Mexican recipes in a friendly, vibrant environment. They plan to be open in the new location in Summer 2025. - JEMS2 Property Management – 904 S. Bridge St: Yorkville resident Michael Holzer is constructing a new building at 904 S. Bridge St. Once complete, the new 2,100 square foot building will house the Brenda Holzer Memorial Foundation and will look to open late 2025. Additional information about the foundation can be found by visiting their website at www.bhmemorialfoundation.org. - Nothing Bundt Cakes – 731 Erica Ln – Kendall Marketplace: Faisal Raja will be opening his ninth Nothing Bundt Cakes location in Kendall Marketplace. Taking over the 2,250 square foot former Kendall Meat Company location at 731 Erica Ln, Nothing Bundt Cakes will offer your favorite bundt cake treats baked in-house, on-site. Faisal and his team have already partnered with Yorkville schools in the past to collaborate on fundraisers, and they are excited to continue to support the Yorkville Community from this new location. Opening for this location is planned for early Fall 2025. - The District Salon Suites, A Collection of Industry Professionals – 201 W. Hydraulic: Katie Ash, entrepreneur and owner of Salon Social in downtown Yorkville, opened her new business in the former Yorkville Parks and Rec building. The Williams Group purchased this building from the City in September 2024. The District Salon Suites now occupies the nearly 4,000 square foot space and opened to the public on June 1st, 2025. The building has been fully renovated into a modern facility with 15 luxury salon suites, currently 50% leased on-site. The District houses stylists who have graduated from commission salons, have spent years building a clientele, and can now support self-employment. - Kharisma’s Kuddles – 104 E. Schoolhouse Rd: Kharisma Benard will open a daycare for children ages 2 to 6, and also offer before and after-school care for elementary school children at this location. She is going through approvals with DCFS at this time and hopes to be open later this year. - Opal Banquets & New Hotel – 577 E Kendall Drive – Kendall Crossing: Hotel owner Sonny Shah has begun construction to complete his project at Kendall Crossing. The foundation for this building was laid back in 2019. At this time, the plan includes a first-floor banquet center that will accommodate 450 guests, a small restaurant and bar that will be open to the public, a second-floor rooftop bar, and 4 additional floors of hotel rooms. The hotel “flag” is HYATT STUDIOS. This hotel type is a new offering for the “Hyatt” brand, and the first of these offerings will open in 2025 nationwide. The goal is an opening in early 2026. - QuikTrip – Located at the northeast corner of Routes 47 and 71: This is the new developer/business that has purchased this property. QuikTrip is new to Illinois, but NOT a new company. It is a privately held company that was founded in 1958 and is based in Tulsa, Oklahoma. QuikTrip has grown to more than an $11 billion company, with more than 900 stores in 14 states. They have over 24,000 employees nationwide. Construction began on February 17th, 2025. Opening for Yorkville’s QuikTrip is slotted for November 2025. - Continue working with a variety of other potential business owners. There are a variety of parties doing due diligence on space to lease and buildings, and land to purchase. Information will be forthcoming. Respectfully submitted, Lynn Dubajic Kellogg & Katelyn Gregory 651 Prairie Pointe Drive Yorkville, IL 60560 lynn@dlkllc.com, kgregory@yorkville.il.us 630-209-7151 cell, 630-800-0574 Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/gov_officials.php Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: See attached memorandum. Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #5 Tracking Number EDC 2025-50 Project Cardinal (Pioneer) – Annexation, Rezone, PUD & Preliminary Plan Economic Development Committee – July 1, 2025 Majority Approval Requests for annexation, rezoning, Planned Unit Development (PUD), and Preliminary PUD Plan for an approx. 1,037-acre data center campus. Krysti J. Barksdale-Noble, AICP Community Development Name Department 1 REQUEST SUMMARY: The petitioner, Pioneer Development, LLC, as contract purchaser, along with property owners Sanjay and Sameer Gupta, Dale L. Konicek, LLC, and The Konicek Family Limited Partnership, is seeking approval for the annexation of seven (7) parcels totaling 305 acres. These parcels will be part of a larger 1,037-acre development consisting of 21 parcels in total, planned for a state-of-the-art data center campus. The request also includes rezoning the area to the M-2 General Manufacturing District, special use authorization for a Planned Unit Development (PUD), and approval of a preliminary PUD Plan which involves the phased construction of fourteen (14) two-story data center buildings totaling over 17 million square feet, two (2) electrical substations, a utility switchyard, and associated stormwater detention basins. There are three (3) phases of development anticipated, with full campus buildout expected within 10 years. PROPERTY BACKGROUND: The subject property consists of twenty-one (21) parcels of varying sizes, ranging from one-tenth (0.1) of an acre to approximately 300 acres, generally located northwest of Route 47 and Galena Road, south of Memorandum To: Economic Development Committee From: Krysti J. Barksdale-Noble, Community Development Director CC: Bart Olson, City Administrator Sara Mendez, Senior Planner David Hansen, Senior Planner Date: June 25, 2025 Subject: PZC 2025-08 Project Cardinal – Annex, Rezone, PUD & Prelim Plan Proposed Data Center Campus & On-Site Substation/Switchyard Development 2 Baseline Road, and east of Ashe Road. With a total area of approximately 1,037 acres, the property has two (2) existing Annexation/Planned Unit Development Agreements within the proposed subject area for the Project Cardinal data center campus. This includes the Bailey Meadows and Westhaven developments as described and illustrated below: Development Location Acreage Entitlements Type of Units # of Units Bailey Meadows W of SW Corner of Baseline Rd. & Rte. 47 150 ac. Ord. 2004-40 Annexation Agreement (Expired 7/13/24) Res. 2006-43 Prelim. Plan Approval (Expired 7/13/07) Single Family 189 Townhomes 153 Westhaven NW Corner of Rt. 47 & Galena Rd. 586 ac. Ord. 2005-78 Annexation Agreement (Expires 9/27/25) Ord. 2006-132 Amend. Annex. & PUD Agreement Res. 2007-54 Prelim. Plan & Plat Approval (Expired 10/23/08) SF Age-Restricted 568 DU Age-Restricted 244 Single Family 484 TOTAL 736 ac. TOTAL 1638 The underlying zoning for both the Bailey Meadows and Westhaven developments includes R-2 Single- Family Traditional Residence District, R-3 Multi-Family Attached Residence District, and B-3 General Business District. Together, these two developments account for approximately 70% of the overall 3 subject area, resulting in a projected “loss” of about 1,638 future dwelling units. Additionally, it is important to note that the Westhaven development still operates under an active Annexation Agreement, which would be effectively repealed or overridden by the approval of any subsequent planned unit development (PUD) agreement. PROPOSED ANNEXATION: The subject property for the proposed data center campus consists of seven (7) unincorporated parcels totaling 305 acres, as highlighted below: PIN ACRES OWNER JURISDICTION 02-05-300-003 136.73 Galena & 47TH LLC, MPLIV10 LLC CITY OF YORKVILLE 02-04-300-032 26.09 CITY OF YORKVILLE 02-04-300-024 1.64 CITY OF YORKVILLE 02-05-400-021 1.28 CITY OF YORKVILLE 02-09-100-031 0.11 CITY OF YORKVILLE 02-09-100-030 1.04 CITY OF YORKVILLE 02-04-100-015 32.89 SANJAY & SAMEER GUPTA CITY OF YORKVILLE 02-05-200-007 0.34 UNINCORPORATED 02-06-100-022 233.79 THE KONICEK FAMILY LIMITED PARTNERSHIP UNINCORPORATED 02-06-200-002 48.60 DALE L. KONICEK, LLC CITY OF YORKVILLE 02-05-400-022 301.61 CITY OF YORKVILLE 02-05-200-006 102.47 CITY OF YORKVILLE 02-04-100-016 11.02 CITY OF YORKVILLE 02-06-400-008 29.89 UNINCORPORATED 02-06-200-003 7.02 UNINCORPORATED 02-05-100-003 7.60 UNINCORPORATED 02-05-100-005 8.54 DALE L. KONICEK, LLC UNINCORPORATED 02-05-400-009 15.78 CITY OF YORKVILLE 02-04-300-018 45.45 CITY OF YORKVILLE 02-04-300-017 7.73 CITY OF YORKVILLE 02-06-400-001 17.79 UNINCORPORATED TOTAL 1037.41 4 The petitioner is requesting to rezone all twenty-one (21) parcels within the subject area to the M-2 General Manufacturing District. In accordance with Section 10-3-4 of the Yorkville Unified Development Ordinance (UDO), any territory annexed into the city is automatically classified as R-1 Single-Family Suburban Residential District; therefore, the petitioner seeks to rezone the seven (7) unincorporated parcels proposed for annexation directly to the M-2 District. Additionally, the petitioner is requesting to rezone the existing parcels within the Bailey Meadows and Westhaven developments—currently zoned R-2 Single-Family Traditional Residence District, R-3 Multi- Family Attached Residence District, and B-3 General Business District—to the M-2 General Manufacturing District as well. It is important to note that four (4) parcels are not included in the current annexation petition but are part of the overall data center campus site plan. These include two (2) unincorporated residential parcels with existing homes located south of Baseline Road, identified as PIN #02-05-200-004 (Maldonado) and PIN #02-05-200-001 (Rakas), as well as two (2) sliver parcels along IL Route 47 owned by the Schramms, identified as PIN #02-04-100-014 and PIN #02-04-100-009. The petitioner has indicated that they are actively negotiating with the owners of these parcels. However, no facilities are planned to be constructed on them, and they are not essential to the development or operation of the data center. Should the petitioner acquire ownership of any of these parcels in the future, a separate annexation petition will be submitted. A public hearing for the annexation agreement was held on June 10, 2025 by the City Council. PROPOSED REZONING: As previously noted, the petitioner is seeking to rezone the subject property for the proposed data center campus to the M-2 General Manufacturing District. According to Table 10-3-12(B) of the Yorkville Unified Development Ordinance (UDO), both “data center” and “electric substation” are permitted uses within the M-2 District, with data centers classified as Energy Industrial Uses. Although the UDO does not specifically identify “utility switchyard” as a listed use, Section 10-3- 12(A)(5) allows the Zoning Administrator to determine if an unlisted use is substantially similar to a listed use and treat it accordingly. Since a utility switchyard is generally defined as a type of substation that operates at a single voltage level without transformers, staff considers it substantially similar to an electric substation, and therefore a permitted use in the M-2 District. Additionally, one parcel located south of Galena Road (Parcel No. 02-06-400-001), totaling 17.75 acres, may be used for a future water utility expansion area, possibly for public water storage, which is also a permitted use within the M-2 zoning classification. Petitioner has provided written responses to the Standards for Rezoning which will be entered into the record during the public hearing process. The following are the current zoning and land uses immediately surrounding the subject property: Zoning Land Use North F- Farming District (Kane County) Baseline Road (Rte. 30) Farmland Transportation Land Use East Planned Unit Development (R-2, R-3, R-4, B-3) B-3 General Business District R-3 Multi-Family Attached Residence District N. Bridge Street (Rte. 47) Farmland (Schramm) Farmland (Northgate Commercial) Bristol Bay Subdivision Transportation Land Use South A-1 Agricultural District (Kendall County) M-1 Manufacturing (Kendall County) R-2 Single-Family Traditional Residence District A-1 Agricultural District (Special Use) Galena Road Farmland Vacant Farmland Residential/Outbuilding Land Use Farmland (Yorkville Renewables Solar) Transportation Land Use 5 PLANNED UNIT DEVELOPMENT (PUD): Data centers are critical facilities that house computing systems and related hardware such as servers, data storage devices, and network infrastructure. They serve as the backbone for IT operations and provide the physical space necessary for storing and managing a company’s digital data. To ensure operational continuity, data center developments typically include backup power generators capable of maintaining service during electrical outages. In the City of Yorkville, Section 10-8-8 of the Unified Development Ordinance (UDO) outlines the standards for Planned Unit Developments (PUDs), which allow for flexibility in zoning regulations provided that any proposed modifications are clearly identified, demonstrate compatibility with the surrounding area, are necessary for the effective development of the site, and meet at least one of the modification standards listed in Section 10-8-8(D). The proposed data center campus aligns with the following two (2) modification standards: Modification Standard #12, “Regional Utility Improvements,” as it includes the extension of public water and sanitary services through the site, enabling future connections by surrounding properties and creating opportunities for recapture payments to the developer. Modification Standard #11, “Funding or Construction of Public Roadways,” by incorporating roadway improvements adjacent to the site that are consistent with the City’s Comprehensive Plan, the Kendall County Long-Range Transportation Plan, or other locally adopted transportation plans. The petitioner has provided written responses addressing the special use and PUD standards, which will be entered into the record during the public hearing process. A detailed Planned Unit Development Agreement has also been prepared by the City Attorney to outline all conditions and provisions associated with the development of the data center campus. PROPOSED PRELIMINARY PUD PLAN: The Project Cardinal site plan, as illustrated on the following page, has evolved slightly from the originally submitted site plan to address feedback from staff, neighboring residents, and the Economic Development Committee when it was introduced at the May 6th meeting as an informational item. The revised plan, dated May 30, 2025, outlines a large-scale data center campus spanning approximately 1,037 acres consisting of fourteen (14) two-story data center buildings, two (2) customer substations, one (1) utility switchyard, and multiple stormwater management basins strategically placed throughout the site. The layout includes designated utility corridors and drainage channels to manage site infrastructure and stormwater flow. A security fence surrounds the campus, with 20–25-foot setbacks along the perimeter. A separate area in the southwest corner is reserved for a future potential water utility expansion area. Vehicular access and internal circulation are supported by drive aisles and parking areas, while landscaped buffers and transition zones are integrated for screening and sound mitigation. Residential protection zones and proximity to adjacent neighborhoods are also indicated on the proposed preliminary PUD site plan. Four (4) data center buildings (#1–4) are clustered in the northwest portion of the property, just east of Ashe Road. Eight (8) buildings (#5–12) are positioned east of the utility switchyard and substation, forming two linear rows running parallel through the central portion of the site. The final two (2) buildings (#13–14) are located along the southeastern portion of the property fronting Galena Road. Parking is located adjacent to each building, and the layout includes drainage channels and utility corridors to support infrastructure needs. Finally, the data center will have three (3) primary access points: West A-1 Agricultural District (Kendall County) RPD-1 (Kendall County) Ashe Road Farmland Residential/Equestrian Land Use Transportation Land Use 6 one (1) at Ashe Road, one (1) at Galena Road, and one (1) off of Baseline Road. These points of access will be fenced and guarded stations requiring extensive security verification before entry. The preliminary plan is considered an initial draft that outlines the petitioner's intended layout for a future final plat of subdivision, including all proposed site improvements. Typically, preliminary plans are valid for twelve (12) months. However, for Planned Unit Developments (PUDs), which are considered special uses, the approved plans expire only after three (3) years from approval if no Building Permit is issued and no portion of the property is final platted. 7 PHASING OF DEVELOPMENT: The petitioner plans to develop the subject property in three (3) phases over an estimated ten-year period, progressing from west to east. Phase 1 will include Buildings #1–4 along with a utility switchyard and detention pond. Phase 2 will consist of Buildings #8–14, a substation, and two detention ponds. Phase 3 will complete the development with Buildings #5-7, a third substation and additional detention ponds. As outlined in the Project Cardinal narrative, each building is anticipated to become operational within 24 months of its groundbreaking. REQUESTED PUD DEVIATIONS: The petitioner has listed thirteen (13) proposed deviations from the base M-2 General Manufacturing District standards as part of the PUD and Preliminary Plan. Upon staff review and analysis of the submitted plans, the following is a summary of staff’s recommendations: 1. Building Setbacks - Per the Table 10-3-9(A) Bulk and Dimensional Standards, the following compares current M-2 General Manufacturing District standards with the proposed Planned Unit Development (PUD) requested modifications (Deviation #1): BUILDING SETBACKS REQUIRED MINIMUM SETBACKS M-2 DISTRICT PROPOSED MINIMUM SETBACKS SITE PLAN* FRONT YARD (Galena Road) 25’ 25’ SIDE/CORNER YARD (N. Bridge Street/IL Rte. 47 & Ashe Road) Min. 10% of lot/Max. 20’ 20’ REAR YARD (Baseline Road) 0’ 0’ The petitioner is requesting that building setbacks apply only to the overall boundary of the subject property, rather than to each individual building within the site. For purposes of establishing perimeter setbacks, the petitioner proposes designating Galena Road as the front yard, Ashe Road, and N. Bridge Street (IL 47) as side or corner side yards, and Baseline Road as the rear yard. Although the M-2 District bulk regulations do not mandate a rear yard setback— and the petitioner’s data table reflects a zero-foot rear setback—the nearest proposed building will be set back well over 100 feet from any adjacent property line due to the inclusion of a required landscape buffer. The petitioner is seeking a zero (0) foot building setback for all yards on future plats for buildings within the data center campus, as Section 10-8-6-C-6.c(6) of the Unified Development Ordinance requires building setback lines on all lots. Staff is supportive of this request but recommends a minimum 500-foot building separation from the nearest data center building or structure (primary or accessory) to the nearest residential or commercial structure. 2. Permitted Uses - Per Table 10-3-12 (B) of the Yorkville Unified Development Ordinance (UDO), “data center” and “electric substation” are permitted land uses in the M-2 General Manufacturing District. Data centers are defined as Energy Industrial Uses per Table 10-3-12(B) in the Unified Development Ordinance. Use standards for Energy Industrial Uses are reserved for future regulations, if ever approved, under Section 10-4-10 in the Unified Development Ordinance (Deviation #2). 8 The petitioner is seeking waiver of future standards adopted being applicable to this subject property after adoption of the Planned Unit Development but has indicated the data center campus will not utilize battery storage related uses which are currently permitted in the M- 2 District. Staff recommends granting a lock on future regulations under this section of the Unified Development Ordinance (UDO) for a period of ten (10) years, provided the applicant agrees to all staff-recommended development standards outlined in this memorandum, which incorporate the proposed best practices, design guidelines, and operational requirements intended to ensure the least impactful and high-quality development across the data center campus. 3. Maximum Building Height - The M-2 District does not have a maximum building height per Table 10-3-9(A) in the Unified Development Ordinance. However, the petitioner has provided overall building heights for each proposed two-story data center building to top of building roof and top of rooftop equipment. As proposed, buildings will not exceed 55’ to top of structure and 78’ to top of rooftop equipment. Staff recommends a maximum overall height for data center buildings within 1,500 feet of a residential structure shall be 70 feet. Additionally, staff recommends rooftop mechanical equipment only be allowed within this buffer subject to approval by City Council. The petitioner has objected to the staff recommended maximum height of 70 feet within the 1,500-foot buffer to nearest residential structure. It is important to note that, based on the petitioner’s site plan, the buffer restriction appears to impact Buildings #1, 2, 7, 9, 12, 13, and 14. However, it seems the measurement may have been taken from the property line of the nearby residential parcel rather than from the residential structure itself. If that is the case, the height restriction's impact on the proposed data center buildings may be reduced. 4. Parking Requirements - According to the Preliminary PUD Plan submitted, there are 3,750 total parking spaces to be provided on the property to accommodate the proposed fourteen (14) building data center campus and electric substation/utility switchyard uses. However, total required parking for the subject property is 5,194 spaces, including 114 ADA accessible spaces. Additionally, per Section 10-5-1K-1 of the Unified Development Ordinance, the petitioner is required to install the infrastructure for a minimum of 104 electric vehicle charging stations (Deviation #3). The petitioner is requesting a variance from the UDO required 0.3 spaces per 1,000 to 0.2 spaces per 1,000. Staff is supportive of the requested deviation and recommends a fee in lieu of the required electric vehicle charging station infrastructure for each station provided below the threshold of 104. These collected fees would be used to fund the installation of electric charging stations in the downtown area or at other public facilities. The petitioner has stated they will accommodate the required minimum 104 EV charging stations onsite or pay the fee-in-lieu. 5. Vehicular Cross Access - Per Section 10-5-1-F of the Unified Development Ordinance, cross access between adjoining developments which minimizes access points along streets, encourages shared parking, and allows for vehicular access between land uses is required (Deviation #5). Due to the impracticality and security concerns of requiring the data center to provide vehicular access to adjacent properties, the petitioner is seeking relief from providing cross access. Staff is supportive of this request, but further recommends a traffic management plan be required during construction, including a communication strategy and an on-site point of contact during construction. A full traffic study is also recommended to determine any adjacent roadway and/or intersection improvements. Preliminary trip generation 9 calculations for the project have been prepared and submitted to the City Engineer for review. 6. Pedestrian Circulation - Per Section 10-5-1-N Pedestrian Circulation Standards of the Unified Development Ordinance required off-street parking areas to on-site pedestrian circulation systems and connection to existing and future planned trails (Deviation #6). The petitioner states that walkways between parking areas and building entrances will be provided on-site, however, they seek a waiver for public access and connection to public sidewalks and bicycle trails due to the nature and security of the proposed land use. Staff is supportive of this request. In consideration of the requested waiver, staff recommends the petitioner construct and provide easements for a ten-foot (10’) multi-use walking trail on the outer perimeter of the proposed data center at the following locations: 1. Ashe Road/Galena north to Baseline Road 2. Baseline Road from Ashe/Eldamain Road east to Bridge Street (Rte. 47) 3. Along Bridge Street (Rte. 47) 4. Along Galena Road 7. Off-Street Loading - Per Section 10-5-1-Q of the Unified Development Ordinance, the number of off-street loading berths shall be determined on a case-by-case basis, and in the instance of special uses, loading berths adequate in number and size to serve such use, as determined by the Zoning Administrators, shall be provided (Deviation #7). The petitioner requests a minimum of one (1) off-street loading space per data center campus building on the subject property. Staff is supportive of this request. 10 8. Landscaping - Section 10-5-3 establishes landscape standards for new developments. The following landscape requirements would apply to this development: building foundation landscaping, parking area perimeter landscaping, parking area interior landscaping, and transition zone landscaping (Deviation #8). The petitioner has submitted the following landscape plan and is seeking relief from the minimum Parking Area Interior Landscape Zone requirements. 11 Staff supports the requested deviation, as the petitioner has proposed a 100-foot Transition Type D Zone Landscape Buffer (see illustration below) surrounding the data center campus, which includes an undulating 8-foot-tall berm along select perimeter areas in response to the site's adjacency to four public roadways. In areas where achieving the full berm height is not feasible—such as utility corridors—alternative landscape screening will be implemented to maintain adequate visual buffering. Additionally, the revised Landscape Plan prepared by Burns McDonnell, dated May 30, 2025, includes prairie mix seeding and planting throughout the interior of the site, as well as enhanced landscaping within the parking lot area to meet parking island and perimeter landscape zone requirements. 9. Mechanical Screening – Per Section 10-5-4 Screening of the Unified Development Ordinance, ground/wall-mounted and roof mounted mechanical units that are visible from any public right- of-way or adjacent residential property shall be screened from public view. Petitioner is seeking to establish standards for screening both types of mechanical units (Deviation #9). Petitioner proposes to screen ground mounted mechanical equipment with vinyl fencing matching the height of the generator units but excluding any stacks protruding above the unit. No additional screening is proposed for rooftop mechanical units located within penthouses. Staff recommends that major mechanical equipment—such as backup generators, chillers, and HVAC units—be positioned on the sides of buildings or in areas furthest from nearby residential properties whenever possible. If rooftop placement is proposed, the equipment should be housed within sound-dampening penthouses, enclosed with acoustic screening, or otherwise treated to comply with the City’s noise ordinance, utilizing the quietest available technology, such as hospital-grade mufflers. Regardless of location, all major mechanical equipment must be fully enclosed or screened with solid barriers to reduce both visual and noise impacts. Staff has engaged a sound engineer to evaluate the preliminary PUD plan, taking into consideration the surrounding existing and future land uses, and prepare a report regarding recommendations for noise mitigation and location of outdoor mechanical equipment. The sound engineer has prepared preliminary recommendations (see attached) which will be conditions of the special use for Planned Unit Development (PUD) and will also review the petitioner’s building permit applications for noise control design and analysis. 10. Lots – Per Section 10-7-2 requires all lots to conform with district standards and states all lots shall front or abut on a public street. (Deviation #10). 12 The petitioner is seeking waiver from the requirement for lots to have access on a public street due to the unique nature of the secure data center campus. Staff is supportive of this request since the site has internal private roadways. 11. Appearance Standards - Per Section 10-5-8-C-4 Industrial Uses, masonry products or precast concrete shall be incorporated on at least fifty (50) percent of the total building. Any other facade that abuts a street shall incorporate masonry products or precast concrete. The use of masonry products or precast concrete is encouraged on the remaining facades. Where precast concrete panels or split face block is utilized, the use of colors, patterns, or other architectural features within these panels/blocks is encouraged. The petitioner has submitted exterior building elevations featuring predominantly blank, monolithic wall structures composed of materials such as light grey precast concrete panels, medium grey insulated metal panels, glazing, and vinyl screen walls with metal downspout accents (Deviation #11). The use of precast concrete panels aligns with the material requirements of the Appearance Standards. To achieve compliance with the Appearance Standards and enhance the visual quality of the proposed development, staff had recommended the petitioner revise their initial building elevations to incorporate greater architectural articulation, variation in materials, and a more dynamic color palette. Elements such as vertical and horizontal modulation, material transitions, and fenestration were suggested to be integrated to break up the monolithic appearance of the facades and improve overall aesthetics. 12. Street Design and Improvements – The petitioner is requesting exemption from the requirements of Section 10-7-3 in the Unified Development Ordinance (Deviation #12). 13 Standards in this section apply only to publicly dedicated roadways. No internal roads are proposed for public dedication. Staff supports the petitioner’s request regarding the internal roadway layout. Initially, the City recommended extending E. Beecher Road north through the project site to connect with Baseline Road, aligning with Mighell Road. However, the petitioner identified potential conflicts with existing ComEd utility corridors, which prevented the proposed extension. Given these constraints, staff is agreeable to the revised internal roadway configuration. The petitioner is continuing to coordinate with Kendall County on site access and final roadway alignments, which remain under review. In addition to internal circulation, the project will require several off-site roadway improvements, including full reconstruction and intersection upgrades along Baseline Road, as well as resurfacing and intersection improvements along Ashe Road. 13. Fencing - Per Section 10-5-5-B-1 of the Unified Development Ordinance states fences may be built up to the property line but shall not extend beyond the front plane of the primary building facade in residential and business districts. Maximum height for fencing in manufacturing districts is eight (8) feet (Deviation #13). Petitioner has provided a manufacturers brochure of proposed high-security steel fencing. They are requesting to have ten (10) foot tall powder-coated black steel security fence extend beyond the front plane of the primary building façade. Staff is supportive of the request. ADDITIONAL RECOMMENDATIONS: The following is a list of operational conditions recommended by staff to be included in the Planned Unit Development for the future data center campus, which is aimed at addressing resident concerns and maintaining quality of life: 14 a. Nuclear Energy Uses - Data center campuses shall be strictly prohibited from using, generating, storing, or deploying nuclear energy as a power source within the City. This includes, but is not limited to, nuclear reactors, small modular reactors (SMRs), or any other nuclear-based technology. b. Noise Study – A noise study shall be provided as part of the building permitting process which will be subject to review by the City’s sound engineering consultant which entails: i. A pre-construction (initial) noise study including baseline noise measurements of the current environment and predictive modeling in phases and at full buildout to ensure the facility’s design will meet local noise limits. 1. Staff has recommended that the initial noise study be submitted prior to PUD approval, while the project remains in a flexible design phase. This timing allows for potential adjustments to building layouts, if necessary, to address and mitigate any noise transmission concerns identified during the preliminary review stage. 2. The petitioner acknowledges the City’s updated request for a comprehensive noise study and will be providing a third-party report on existing conditions and anticipated mitigation strategies, if needed, prior to the PZC public hearing. They continue to emphasize that the current plan already includes substantial noise mitigation measures such as setbacks, berms, landscaping, and equipment screening and do not anticipate any issues meeting the City’s noise ordinance. ii. A mitigation plan in their noise study to ensure that operational noise does not exceed the City’s current noise ordinance regulations. iii. Continuous noise monitoring devices shall be installed at the onset of construction and reports provided to the City throughout the life of the project as recommended by the City’s sound engineering consultant to verify ongoing noise compliance. c. Operational Testing – Operational testing of emergency backup generators shall be limited to the following: i. Only between the hours of 11am-5pm on weekdays and non-holidays. d. Emergency Operations Plan (EOP) - Emergency Operations Plan (EOP) shall be submitted and approved by the City and Fire Protection District (BKFD) prior to issuance of a building permit and must include: i. Procedures for fire suppression, hazardous material spills, evacuation, and communication in case of an incident. ii. Training sessions/drill and or walkthroughs with fire and police shall be required prior to occupancy permit. iii. Designated contacts for emergency services and a plan to broadcast information if an incident could affect the public. iv. Must work with KenCom emergency managers to be part of text or siren alert systems. 15 e. Building Code Standards – The following building code standards shall apply: i. Installing advanced early fire detection in server rooms, using fire-resistive construction beyond code minimums on walls facing neighborhoods, or providing additional hazardous material safeguards. ii. Compliance with the National Fire Protection Association (NFPA) 855. f. Battery Storage - Battery uses and storage systems shall be in a separate standalone building a minimum of 50 feet away from any adjacent structure and must be readily accessible by the fire protection district for firefighting efforts. The following additional standards will apply: i. An approved fire safety and evacuation plan shall be prepared and maintained for occupancies that involve activities for the research and development, testing, manufacturing, handling, or storage of lithium-ion batteries or lithium metal batteries, or the repair or servicing of vehicles powered by lithium – ion batteries or lithium metal batteries. ii. A fire detection and alarm systems are required for indoor storage rooms and outdoor storage. The method of fire detection is either an air-aspirating system or a radiant- energy sensing system. Indoor rooms are also required to be sprinklered and separated from the remainder of the occupancy by two- hour barriers. This structure must provide a 2-hour fire-resistance-rated enclosure and must have an automatic sprinkler system and detection system. COMPREHENSIVE PLAN: The 2016 Comprehensive Plan Update designates the subject property for Project Cardinal as “Estate/Conservation Residential (ECR)” and “Parks and Open Space (OS).” The ECR designation is intended to allow for flexible residential development patterns while maintaining low-density, detached single-family housing. The Parks and Open Space designation is meant to preserve recreational areas and open space for either public or private use. These land use designations reflect the existing zoning and development plans for the Bailey Meadows and Westhaven PUDs, and the Comprehensive Plan further envisions the west side of N. Bridge Street (IL Route 47) in this area as a location for parkland or “green infrastructure.” Staff supports the proposed PUD for a data center campus due to the corridor along Eldamain Road —identified in the Comprehensive Plan for manufacturing development and showing a recent trend of M-2 uses such as data centers—while also acknowledging relevant Comprehensive Plan recommendations for the site. In Figure 8.17: Eldamain Road Corridor Land Use Strategy of the Yorkville 2016 Comprehensive Plan Update (North of the Fox River), as seen on the following page, the subject area is identified as “Zone B – Distribution (Corneils Road to BNSF Railroad)” meaning this area is recommended for modern industrial park incorporating branding and placemaking elements, as well as a 50’ to 100’ buffer to maintain the zone’s semi-rural visual character. The recommended enhanced perimeter landscaping along Eldamain Road for the proposed Preliminary Planned Unit Development Plan will accomplish this comprehensive plan goal. 16 Further, in Figure 8.5: Zone A - North Gateway Future Land Use Concept (Baseline Road to Galena Road) and Figure 8.20: Rural Agricultural Zone A - Future Land Use Concept (Baseline Road to Corneils Road) each indicate an opportunity to create gateway signage and enhance the roadway with landscaping elements introducing the entryway into the City (as illustrated below). 17 DEVELOPMENT AGREEMENT: Similar to the Cyrus One data center Planned Unit Development (PUD), a separate development agreement will be required for Project Cardinal. This agreement will detail the specific provisions for development offsets and infrastructure funding. To help balance the scale and impact of the proposed 1,034-acre data center campus, the City is requesting the petitioner to provide significant community contributions. These will include a combination of one-time, upfront cash payments and permit-related fees dedicated to gateway signage, park development, school funding, city department impacts, fire protection district support, and downtown redevelopment efforts. The agreement will also outline infrastructure funding obligations for anticipated water and sanitary sewer improvements, including design engineering, payment schedules, and potential recapture provisions. City staff is currently working with the petitioner to refine projected utility usage, which will guide an upcoming water and sewer capacity study to be completed by the City Engineer and YBSD. A draft of the development agreement is expected to be presented to the City Council ahead of the final vote. COMMUNITY MEETING: Section 10-8-13-B-1-a of the Unified Development Ordinance states a community meeting of area/neighborhood property owners, explaining the proposed Annexation, Rezoning and Planned Unit Development (PUD) conducted by the petitioner at their own expense and at a location of their choosing may be required as a recommendation from the Plan Council prior to the Planning and Zoning Commission public hearing date. Given the scale and intensity of the proposed data center campus, City staff required the petitioner to meet with nearby homeowners prior to the City Council public hearing to present the project plans. These outreach efforts included residents of the Bristol Bay Subdivision to the east, Equestrian Estates at Legacy Farms to the west, and various adjacent property owners along Baseline Road, Eldamain Road, and Galena Road. During the week of May 26, the petitioner held a meeting with the unincorporated property owners to the west and their attorney. A separate virtual meeting was conducted via Zoom on June 5 with the Bristol Bay HOA and residents. Feedback gathered during these meetings will be presented by the petitioner at the meeting. ECONOMIC DEVELOPMENT COMMITTEE: The originally scheduled Economic Development Committee (EDC) meeting for this project took place on May 6, 2025. Although a quorum was not present, the City and petitioner proceeded with an informational presentation covering both data centers in general and the specific proposal for Project Cardinal. Members of the public attended, asked questions, and shared feedback. A follow-up meeting was scheduled for June 3, 2025, to formally gather input from the committee. However, this meeting also failed to have a quorum and was canceled. Feedback from residents and Economic Development Committee members at the informal meeting on May 6th regarding the Project Cardinal Data Center development focused on several key themes. Concerns were raised about noise standards during construction, with suggestions to preserve rural character along Ashe Road and enhance aesthetic treatments, especially those visible from nearby residences. There was also a recommendation to explore alternative construction phasing, such as a “middle-out” approach rather than west-to-east progression. Additional input included requests for clarification on the 500-foot buffer area—particularly regarding equipment placement—resistance to granting interior landscape exemptions due to potential noise benefits, and a preference for undulating berms. Committee members discouraged the use of vinyl fencing around mechanical equipment, instead recommending solid fencing with louvered screening for both noise and visual mitigation. Other topics included Ashe Road jurisdiction, appropriate use and standards 18 for the water tower site, and utility corridor landscaping (including ComEd maintenance and potential prairie plantings). The originally scheduled Planning and Zoning Commission (PZC) public hearing for this project on June 11th was continued to the July 9th meeting so that formal input gathered from the EDC can be forwarded to the Planning & Zoning Commission. STAFF COMMENTS: The proposed Planned Unit Development and Preliminary PUD Plan are in general conformance with the standards provided in the Unified Development Ordinance. The petitioner has provided written responses to the standards for rezoning, special use, and Planned Unit Development which will be incorporated into the record during the Planning and Zoning Commisssion (PZC) July 9, 2025 public hearing. Staff is confident the petitioner will provide updated plans responsive to the recommendations enumerated in this memo in order to proceed to the next scheduled meeting. All PUD approvals will also be subject to review comments provided by the City Engineer, EEI Inc., in a letter dated June 16, 2025 and any subsequent reviews. A tentative final vote by the City Council is expected at the July 22, 2025 meeting. Should you have any questions regarding this matter; staff will be available at Tuesday night’s meeting Attachments: 1. Copy of Petitioner’s Application Package dated March 14, 2025 2. Updated Applications dated March 21, 2025, and May 31, 2025 3. Preliminary PUD Site Plan dated 05/30/2025 submitted by Pioneer Development and prepared by Burns McDonnell, Margulies Hoelzli Architecture, and O2 4. Exterior Elevations dated 05/30/2025 submitted by Pioneer Development and prepared by Burns McDonnell, Margulies Hoelzli Architecture, and O2 5. Landscape Plan dated 05/30/2025 submitted by Pioneer Development and prepared by Burns McDonnell 6. Traffic Methodology Memo, as submitted by Pioneer Development on May 30, 2025, and prepared by Burns McDonnell 7. Preliminary Drainage Memo dated March 14, 2025, as submitted by Pioneer Development, and prepared by Burns McDonnell 8. Security Fencing Details dated March 14, 2025, as submitted by Pioneer Development, and prepared by Burns McDonnell 9. Plan Council Response Letter submitted by Pioneer Development 10. EEI Review Letter to the City dated June16, 2025 11. Project Cardinal Floodplain Exhibit dated March 2025 and prepared by EEI, Inc. 12. Soundscape Engineering Review Memos dated April 7, 2025, and April 21, 2025 13. Plan Council Packet Materials 04-10-2025 14. Data Center Development Map - Overall 15. Project Cardinal Road Improvements- ROW Dedication Exhibit prepared by EEI dated May 2025 16. Project Cardinal Shared Path Exhibit prepared by EEI dated May 2025 17. Public Hearing Notice Affidavit 18. Email from Elizabeth Fotopoulos dated March 25, 2025 ANNEXATION, REZONING & PUD APPLICATIONS UNITED CITY OF YORKVILLE MARCH 14, 2025 Table of Contents Section 1. Project Cardinal Introduction Section 2. Application for Annexation Section 3. Application for Rezoning Section 4. Application for Planned Unit Development (“PUD”) Section 5. Petition for Special Use and PUD Approval Section 6. Conceptual Site Plan Section 7. Building Elevations Section 8. Landscape Plan Section 9. Traffic Impact Analysis Section 10. Stormwater Calculations Section 11. Security Fencing Section 12. Annexation Map Section 13. Legal Description Section 14. Consents of Owners Section 15. Contiguous Owners Section 16. Public Hearing Sign Application Section 17. Fee Schedule Section 18. Acknowledgement of Financial Responsibility Section 1 Project Cardinal Introduction Project Cardinal (“Project”) is an intended state-of-the-art data center campus in the City of Yorkville (“City”) on approximately 1,037 acres of vacant land northwest of Route 47 and Galena Road. The Project is proposed by Pioneer Development, LLC (“Petitioner”), a hyperscale data center developer specializing in advanced digital infrastructure solutions. The phased Project will include up to fourteen data center buildings as shown on the Concept Site Plan included in Section 6 of this application package. Each phase of the Project is expected to include one building, and each building phase is expected to become operational within twenty-four months of groundbreaking. Subject to market conditions, the first building is slated for operation in 2029, and additional buildings will come online on a ramp schedule as power availability increases. Given Chicagoland’s increasing need for high-performance computing, Project completion is anticipated within the next decade. Each building in the Project will feature architectural treatments that incorporate elements reminiscent of modern warehouse design, balancing practical necessity with aesthetics to the full extent possible. Facades will include precast concrete walls with metal elements, considering the most current technology and specific tenant requirements. The Petitioner will install core utilities and site infrastructure, including a utility switchyard, two electrical substations, seven stormwater management basins, three main access roads with security checkpoints, on-site parking, and perimeter fencing. The Project is innovatively designed to operate with minimal impact on public resources, generate significant tax and other revenue streams at local and state levels and enhance the region’s digital and other infrastructure, while meeting the growing hyperscale technology demands of its prospective tenants. Section 2 Application for Annexation APPLICATION FOR ANNEXATION United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fa x: 630-553-7575 Website: www.yorkville.il.us DATE:PZC NUMBER:DEVELOPMENT NAME: PETITIONER INFORMATION NAME:COMPANY: MAILING ADDRESS: CITY, STATE, ZIP:TELEPHONE: BUSINESS HOME EMAIL: FAX: PROPERTY INFORMATION NAME OF HOLDER OF LEGAL TITLE: IS THE PROPERTY OCCUPIED OR VACANT: IF OCCUPIED, PLEASE LIST ALL NAMES OF ELECTORS (THOSE REGISTERED TO VOTE) RESIDING ON THE PROPERTY: IF LEGAL TITLE IS HELD BY A LAND TRUST, LIST THE NAMES OF ALL HOLDERS OF ANY BENEFICIAL INTEREST THEREIN: PROPERTY STREET ADDRESS: DESCRIPTION OF PROPERTY’S PHYSICAL LOCATION: CURRENT ZONING CLASSIFICATION: ZONING AND LAND USE OF SURROUNDING PROPERTIES NORTH: EAST: SOUTH: WEST: KENDALL COUNTY PARCEL IDENTIFICATION NUMBER(S) (847) 738-5005 March 21, 2025 Project Cardinal Matt McCarron Pioneer Development, LLC 30 N. Gould Street, #38989, Sheridan, WY 82801 The Konicek Family LP, Sanjay & Sameer Gupta, Galena & 47th LLC & MPLIV10 LLC, & Dale L. Konicek LLC Vacant Approximately 1037 acres of vacant land under contract by applicant within the boundaries of Ashe Rd to the West, Baseline Rd to the North, IL-47 to the East, and Galena Rd to the South (excluding farmsteads at 10094 and 10034 Baseline Rd). City of Yorkville: PUD (R-2, R-3, and B-3); Kendall County: A-1 Agricultural Kane County: F-1 Rural Residential District Yorkville: B-3 General Bus., R-3 Multi-Family Attached Res., R-4 General Multi-Family Res., and PUD (R-2, R-3, and B-3) Kendall County: A-1 Agricultural and M-1 Limited Manufacturing Kendall County: A-1 Agricultural and RPD-1 Ord. 06-03 w/Special Use Ord. 19-21 02-06-100-022 02-06-400-008 02-06-200-003 02-05-100-003 02-05-100-005 02-05-200-007 02-06-400-001 Sheridan, WY 82801 matt@cirrusfarms.com ,6098325Ā-5:14671Ā/,(Ā.*"#+!*&Ȁ)%""Ȁ$-)!Ȁ)"$%Ȁ"'+"* )# ')$ APPLICATION FOR ANNEXATION United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fa x: 630-553-7575 Website: www.yorkville.il.us PLEASE DESCRIBE IN DETAIL ANY ADDITIONAL REQUESTS TO BE MADE UPON ANNEXATION APPROVAL. ATTORNEY INFORMATION NAME: COMPANY: MAILING ADDRESS: CITY, STATE, ZIP: TELEPHONE: EMAIL: FAX: ENGINEER INFORMATION NAME: COMPANY: MAILING ADDRESS: CITY, STATE, ZIP: TELEPHONE: EMAIL: FAX: LAND PLANNER/SURVEYOR INFORMATION NAME: COMPANY: MAILING ADDRESS: CITY, STATE, ZIP: TELEPHONE: EMAIL: FAX: ATTACHMENTS Petitioner must attach a legal description of the property to this application and title it as “Exhibit A”. Petitioner must attach a Plat of Survey or Proposed Plat of Annexation of the property and title it as “Exhibit B”. Petitioner must provide a written petition signed by a majority of the owners of record of land within the territory to be annexed and also by a majority of the electors, if any, residing within the territory to be annexed. Attach as a separate petition titled as “Exhibit C”. In addition to the annexation of the unincorporated parcels to the United City of Yorkville as requested by this application, there will be corresponding applications for rezoning to M-2 General Manufacturing District and for a Special Use for Planned Unit Development for all the parcels to be acquired by applicant within the boundaries of Ashe Rd to the West, Baseline Rd to the North, 47 to the East, and Galena Rd to the South. David J. Silverman & Ann M. Zaremba Mahoney, Silverman & Cross, LLC 822 Infantry Drive, Suite 100 (815) 730-9500 azaremba@msclawfirm.com Burns & McDonnell Engineering Company, Inc. 2175 N. California Blvd, Suite 400 (650) 631-6496 Dean L. Bauer, PLS (Director of Surveying)Quigg Engineering Inc 245 W. Roosevelt Road, Suite 87 (630) 228-1231 ext. 2501 Joliet, IL 60435 dsilverman@msclawfirm.com Toby Barrons Walnut Creek, CA 94596 tbarrons@burnsmcd.com West Chicago, IL 60185 dbauer@quiggengineering.com ,6098325Ā-5:14671Ā/,(Ā.*"#+!*&Ȁ)%""Ȁ$-)!Ȁ)"$%Ȁ"'+"* )# ')$ APPLICATION FOR ANNEXATION United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fa x: 630-553-7575 Website: www.yorkville.il.us AGREEMENT I VERIFY THAT ALL THE INFORMATION IN THIS APPLICATION IS TRUE TO THE BEST OF MY KNOWLEDGE. I UNDERSTAND AND ACCEPT ALL REQUIREMENTS AND 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. I UNDERSTAND ALL OF THE INFORMATION PRESENTED IN THIS DOCUMENT AND UNDERSTAND THAT IF AN APPLICATION BECOMES DORMANT IT IS THROUGH MY OWN FAULT AND I MUST THEREFORE FOLLOW THE REQUIREMENTS OUTLINED ABOVE. PETITIONER SIGNATURE DATE OWNER SIGNATURE DATE OWNER HEREBY AUTHORIZES THE PETITIONER TO PURSUE THE APPROPRIATE ENTITLEMENTS ON THE PROPERTY. THIS APPLICATION MUST BE NOTARIZED PLEASE NOTARIZE HERE: {See Consent of Owners - Section 14} ,6098325Ā-5:14671Ā/,(Ā.*"#+!*&Ȁ)%""Ȁ$-)!Ȁ)"$%Ȁ"'+"* )# ')$ Section 3 Application for Rezoning APPLICATION FOR REZONING United City of Yorkville 1SBJSJF1PJOUF%SJWF Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fax: 630-553-7575 Website: www.yorkville.il.us DATE:PZC NUMBER:DEVELOPMENT NAME: PETITIONER INFORMATION NAME:COMPANY: MAILING ADDRESS: CITY, STATE, ZIP:TELEPHONE: BUSINESS HOME EMAIL: FAX: PROPERTY INFORMATION NAME OF HOLDER OF LEGAL TITLE: IF LEGAL TITLE IS HELD BY A LAND TRUST, LIST THE NAMES OF ALL HOLDERS OF ANY BENEFICIAL INTEREST THEREIN: PROPERTY STREET ADDRESS: DESCRIPTION OF PROPERTY’S PHYSICAL LOCATION: CURRENT ZONING CLASSIFICATION: REQUESTED ZONING CLASSIFICATION: COMPREHENSIVE PLAN FUTURE LAND USE DESIGNATION: TOTAL ACREAGE: ZONING AND LAND USE OF SURROUNDING PROPERTIES NORTH: EAST: SOUTH: WEST: KENDALL COUNTY PARCEL IDENTIFICATION NUMBER(S) March 20, 2025 Project Cardinal Matt McCarron Pioneer Development, LLC 30 N. Gould Street, #38989 Sheridan, WY 82801 (847) 738-5005 matt@cirrusfarms.com The Konicek Family LP,Sanjay&Sameer Gupta, Galena & 47th LLC, MPLIV10 LLC & Dale L. Konicek LLC Approximately 1037 acres of vacant land under contract by applicant within the boundaries of Ashe Rd to the West, Baseline Rd to the North, Route 47 to the East and Galena Rd to the South. PUD (R-2, R-3 & B-3) Kendall: A-1 M-2 1037 Kane County: F-1 Rural Residential Yorkville: B-3 General Business, R-3 Multi-Family Attached Res., R-4 Multi-Family Res., and PUD (R-2, R-3 & B-3) Kendall County: A-1 Agricultural & M-1 Limited Manufacturing Kendall County: A-1 Agricultural & RPD-1 Residential Planned Development Ord. 06-03 w/Special Use Ord. 19-21 02-06-100-022 02-06-200-002 02-06-400-008 02-06-200-003 02-05-400-022 02-05-100-003 02-05-100-005 02-05-200-006 02-04-100-016 02-04-300-018 02-05-400-009 02-04-300-017 02-05-300-003 02-04-300-032 02-05-400-021 02-09-100-030 02-09-100-031 02-04-300-024 02-04-100-015 02-05-200-007 02-06-400-001 ● -6098325Ā.5:14671Ā/-)Ā-,"",%'&Ȁ'$+ Ȁ$.*+Ȁ(#"!Ȁ# *...%-',%- APPLICATION FOR REZONING United City of Yorkville 1SBJSJF1PJOUF%SJWF Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fax: 630-553-7575 Website: www.yorkville.il.us ATTORNEY INFORMATION NAME: COMPANY: MAILING ADDRESS: CITY, STATE, ZIP: TELEPHONE: EMAIL: FAX: ENGINEER INFORMATION NAME: COMPANY: MAILING ADDRESS: CITY, STATE, ZIP: TELEPHONE: EMAIL: FAX: LAND PLANNER/SURVEYOR INFORMATION NAME: COMPANY: MAILING ADDRESS: CITY, STATE, ZIP: TELEPHONE: EMAIL: FAX: ATTACHMENTS Petitioner must attach a legal description of the property to this application and title it as “Exhibit A”. Petitioner must list the names and addresses of any adjoining or contiguous landowners within five hundred (500) feet of the property that are entitled notice of application under any applicable City Ordinance or State Statute. Attach a separate list to this application and title it as “Exhibit B”. David J. Silverman & Ann M. Zaremba Mahoney, Silverman & Cross, LLC 822 Infantry Drive, Suite 100 Joliet, IL 60435 (815) 730-9500 dsilverman@msclawfirm.com&azaremba@msclawfirm.co Toby Barrons Burns & McDonnell Engineering Company Inc. 2715 N. California Blvd, Suite 400 Walnut Creek, CA 94596 (650) 631-6496 tbarrons@burnsmcd.com Dean L. Bauer, PLS (Director of Surveying)Quigg Engineering Inc 245 W. Roosevelt Road, Suite 87 West Chicago, IL 60185 (630) 228-1231 ext. 2501 dbauer@quiggengineering -6098325Ā.5:14671Ā/-)Ā-,"",%'&Ȁ'$+ Ȁ$.*+Ȁ(#"!Ȁ# *...%-',%- APPLICATION FOR REZONING United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fax: 630-553-7575 We bsite: www.yorkville.il.us REZONING STANDARDS PLEASE STATE HOWTHE MAP AMENDEMENT IS CO.1"5*#-&WITHTHE EXISTING AND PLANNED USES AND ZONING OF NEARBY PROPERTIES: PLEASE STATE HOWTHE SUBJECT PROPERTY *446*5"#*-&FORTHE 163104&40'5)&PROPOSED ZONING DISTRICT: PLEASE STATE HOW THE PROPOSED MAP AMENDEMENT WILL NOT RESULT IN AN INDIVIDUAL PARCEL ZONED IN ONE ZONING DISTRICT THAT IS NOT SHARED BY ANY ADJACENT PARCELS: PLEASE STATE HOWTHE MAP AMENDMENT IS CONSISTENTWITHTHE COMPREHENSIVE PLAN ANDTHE PURPOSES OFTHE UNIFIED DEVELOPMENT ORDINANCE: "DDPSEJOHUPUIF$PNQSFIFOTJWF1MBOBEPQUFECZUIF$JUZJO UIF$JUZGBDFEUIFJTTVFUIBUQBTUQMBOT XFSFCBTFEPOUIFBTTVNQUJPOTPG DPOUJOVFE GBTUQBDFESFTJEFOUJBM BOEDPNNFSDJBM HSPXUI XIJDIEJEOPUNBUFSJBMJ[FBGUFSUIFSFDFTTJPO"OVNCFSPG[POJOHEJTUSJDUT BQQFBSUPIBWFCFFOEFTJHOBUFE XJUITQFDJGJDEFWFMPQNFOUQMBOTBOUJDJQBUFE XIJDI IPXFWFS EJEOPUPDDVS ;POJOHBOEMBOEVTFEJTUSJDUT TIPVMECFSFWJFXFEBOESFWJTFEUPCFUUFSSFGMFDUDVSSFOUEFWFMPQNFOUUSFOETBOEUPNPSFFGGFDUJWFMZHVJEFEFWFMPQNFOUJOUIFNPTU BQQSPQSJBUFMPDBUJPOT"QPSUJPO PGUIF4VCKFDU1SPQFSUZXBTPSJHJOBMMZBOOFYFEUPUIF$JUZJOQVSTVBOUUP0SE/PBTQBSUPG UIF 8FTUIBWFONJYFEVTFSFTJEFOUJBM BOEDPNNFSDJBM16%"OPUIFSQPSUJPOPGUIF4VCKFDU1SPQFSUZXBTPSJHJOBMMZBOOFYFEUPUIF$JUZJO QVSTVBOUUP0SE/PBTUIF#BJMZ.FBEPXTSFTJEFOUJBMEFWFMPQNFOU/FJUIFSEFWFMPQNFOUXBTFWFSDPOTUSVDUFE EVFUPUIF SFDFTTJPO 3F[POJOHPGUIF 4VCKFDU1SPQFSUZGSPNSFTJEFOUJBMBOENJYFEVTFSFTJEFOUJBM16%UP .(FOFSBM.BOVGBDUVSJOH%JTUSJDUXJMMCFUUFS SFGMFDUDVSSFOUEFWFMPQNFOUUSFOET BTEJTDVTTFEJOUIF$PNQSFIFOTJWF1MBO4QFDJGJDBMMZ UIFNBQBNFOENFOUXPVMEQFSNJUUIFEFWFMPQNFOU PGBEBUBDFOUFS QSPNPUJOHUIFIFBMUI TBGFUZ NPSBMT BOEHFOFSBMXFMGBSFPGUIFQVCMJDCZSFRVJSFEJOGSBTUSVDUVSFFOIBODFNFOUT JOTUBMMBUJPOT 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www.yorkville.il.us REZONING STANDARDS PLEASE STATE THE COMMUNITY NEED FOR THE PROPOSED LAND USE: PLEASE STATE 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: PLEASE STATE HOWTHE PROPOSED PARCEL(S)TO BE REZONED SHALL MEETTHE MINIMUM FRONTAGE AND AREA REQUIREMENTS OFTHE REQUESTED ZONING DISTRICT ASSPECIFIED IN SECTION10-3-9(A) INTHE UNIFIED DEVELOPMENT ORDINANCE 6/-&4405)&38*4&(3"/5&%3&-&*'"441&$*'*&%*/4&$5*0/7"3*"5*0/4: 1FUJUJPOFSQSPQPTFTBEBUBDFOUFSBDDPSEJOHUPUIFBUUBDIFE$PODFQUVBM4JUF1MBO 4FDUJPO #VJMEJOH&MFWBUJPOT 4FDUJPO BOE -BOETDBQF1MBO 4FDUJPO JO BDDPSEBODFXJUIUIFSFRVJSFNFOUTPG " PGUIF6OJGJFE %FWFMPQNFOU0SEJOBODF BOEXJUI EFWJBUJPOTBTSFRVFTUFECZ1FUJUJPOFSJOUIFDPSSFTQPOEJOHBQQMJDBUJPOGPSB4QFDJBM 6TFGPS1MBOOFE6OJU%FWFMPQNFOU 4FDUJPOBOE 4FDUJPO 5IFQSPQPTFEVTFBTBEBUBDFOUFSQFSNJUUFEJOUIF.(FOFSBM.BOVGBDUVSJOH%JTUSJDUXJMMNFFUUIFJODSFBTJOHEFNBOEGPSEBUBDFOUFS TFSWJDFTJOUIFCSPBEFS$IJDBHPMBOEDPNNVOJUZ XIJMFBMTPQSPWJEJOHJOGSBTUSVDUVSFFOIBODFNFOUT JOTUBMMBUJPOTPGQVCMJDVUJMJUJFT FNQMPZNFOUPQQPSUVOJUJFT BOEJODSFBTFEUBYBOEPUIFSSFWFOVFTBTTPDJBUFEXJUIUIFEFWFMPQNFOU "QPSUJPOPGUIF4VCKFDU1SPQFSUZXBTPSJHJOBMMZBOOFYFEUPUIF$JUZJOQVSTVBOUUP0SE/PBTQBSUPGUIF8FTUIBWFO NJYFEVTFSFTJEFOUJBMBOEDPNNFSDJBMQMBOOFEVOJUEFWFMPQNFOUXIJDIXBTOFWFSDPOTUSVDUFE BOPUIFSQPSUJPOPGUIF4VCKFDU1SPQFSUZ XBTPSJHJOBMMZBOOFYFEUPUIF$JUZJOQVSTVBOUUP0SE/PBTUIF#BJMFZ.FBEPXTSFTJEFOUJBMEFWFMPQNFOUXIJDIXBT OFWFSDPOTUSVDUFE BOEUIFQPSUJPOPGUIF4VCKFDU1SPQFSUZGPSXIJDI1FUJUJPOFSIBTBQQMJFEUPCFBOOFYFEUPUIF$JUZJTDVSSFOUMZ[POFE BTBHSJDVMUVSBM6OEFSUIFDVSSFOUNJYFEVTF16%BOEBHSJDVMUVSBM[POJOH UIF4VCKFDU1SPQFSUZIBTSFNBJOFEVOEFWFMPQFEWBDBOUMBOE 5IFQSPQFSUZXJUIJOUIFHFOFSBMBSFBPGUIF4VCKFDU1SPQFSUZIBTBMTPSFNBJOFEWBDBOUGBSNMBOE XJUIUIFFYDFQUJPOPGB,FOEBMM$PVOUZ 3FTJEFOUJBM16%UPUIF8FTU B$JUZNJYFEVTF16%UPUIF&BTU BOEB,FOEBMM$PVOUZNBOVGBDUVSJOHVTF QSPQPTFEEBUBDFOUFS UPUIF 4PVUI -6098325Ā.5:14671Ā/-)Ā-,"",%'&Ȁ'$+ Ȁ$.*+Ȁ(#"!Ȁ# *...%-',%- APPLICATION FOR REZONING United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fax: 630-553-7575 We bsite: www.yorkville.il.us AGREEMENT I VERIFY THAT ALL THE INFORMATION IN THIS APPLICATION IS TRUE TO THE BEST OF MY KNOWLEDGE. I UNDERSTAND AND ACCEPT ALL REQUIREMENTS AND FEES AS OUTLINED AS WELL AS ANY INCURRED ADMINISTRATIVE AND PLANNING CONSULTANT FEES WHICH MUST BE CURRENT BEFORE THIS PROJECT CAN PROCEED TO THE NEXT SCHEDULED COMMITTEE MEETING. I UNDERSTAND ALL OF THE INFORMATION PRESENTED IN THIS DOCUMENT AND UNDERSTAND THAT IF AN APPLICATION BECOMES DORMANT IT IS THROUGH MY OWN FAULT AND I MUST THEREFORE FOLLOW THE REQUIREMENTS OUTLINED ABOVE. PETITIONER SIGNATURE DATE OWNER SIGNATURE DATE OWNER HEREBY AUTHORIZES THE PETITIONER TO PURSUE THE APPROPRIATE ENTITLEMENTS ON THE PROPERTY. THIS APPLICATION MUST BE NOTARIZED PLEASE NOTARIZE HERE: \4FF$POTFOUTPG0XOFST4FDUJPO ^ -6098325Ā.5:14671Ā/-)Ā-,"",%'&Ȁ'$+ Ȁ$.*+Ȁ(#"!Ȁ# *...%-',%- Section 4 Application for PUD APPLICATION FOR PLANNED UNIT DEVELOPMENT United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fax: 630-553-7575 We bsite: www.yorkville.il.us DATE:PZC NUMBER:DEVELOPMENT NAME: PETITIONER INFORMATION NAME:COMPANY: MAILING ADDRESS: CITY, STATE, ZIP:TELEPHONE: BUSINESS HOME EMAIL: FAX: PROPERTY INFORMATION NAME OF HOLDER OF LEGAL TITLE: IF LEGAL TITLE IS HELD BY A LAND TRUST, LIST THE NAMES OF ALL HOLDERS OF ANY BENEFICIAL INTEREST THEREIN: PROPERTY STREET ADDRESS: DESCRIPTION OF PROPERTY’S PHYSICAL LOCATION: CURRENT ZONING CLASSIFICATION: REQUESTED ZONING CLASSIFICATION: COMPREHENSIVE PLAN FUTURE LAND USE DESIGNATION: TOTAL ACREAGE: LIST ALL GOVERNMENTAL ENTITIES OR AGENCIES REQUIRED TO RECEIVE NOTICE UNDER ILLINOIS LAW: ZONING AND LAND USE OF SURROUNDING PROPERTIES NORTH: EAST: SOUTH: WEST: KENDALL COUNTY PARCEL IDENTIFICATION NUMBER(S) March 20, 2025 Project Cardinal Matt McCarron Pioneer Development, LLC 30 N. Gould Street, #38989 The Konicek Family LP, Sanjay & Sameet Gupta, Galena & 47th LLC, MPLIV10, LLC, & Dale L. Konicek LLC Approximately 1037 acres of vacant land under contract by Petitioner within the boundaries of Ashe Rd to the West, Baseline Rd to the North, IL-47 to the East and Galena Rd to the South. PUD (R-2, R-3 & B-3) Kendall: A-1 M-2 PUD (R-2, R-3 & B-3) Approximately 1037 acres Kane County: F-1 Rural Residential Yorkville: B-3 General Business, R-3 Multi-Family Attached Res., R-4 Multi-Familly Res., and PUD (R-2, R-3, & B-3) Kendall County: A-1 Agricultural & M-1 Limited Manufacturing Kendall County: A-1 Agricultural & RPD-1 Residential Planned Devleopment Ord. 06-03 w/ Special Use Ord. 19-21 02-06-100-022 02-06-200-002 02-06-400-008 02-06-200-003 02-05-400-022 02-05-100-003 02-05-100-005 02-05-200-006 02-04-100-016 02-04-300-018 02-05-400-009 02-04-300-017 02-05-300-003 02-04-300-032 02-05-400-021 02-09-100-030 Sheridan, WY 82801 matt@cirrusfarms.com +5/87214Ā,4903560Ā.+(Ā!+#)')+)Ȁ) +'Ȁ#+$'Ȁ))*)Ȁ%&$&- "#*,"' APPLICATION FOR PLANNED UNIT DEVELOPMENT United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fax: 630-553-7575 We bsite: www.yorkville.il.us ATTORNEY INFORMATION NAME: COMPANY: MAILING ADDRESS: CITY, STATE, ZIP: TELEPHONE: EMAIL: FAX: ENGINEER INFORMATION NAME: COMPANY: MAILING ADDRESS: CITY, STATE, ZIP: TELEPHONE: EMAIL: FAX: LAND PLANNER/SURVEYOR INFORMATION NAME: COMPANY: MAILING ADDRESS: CITY, STATE, ZIP: TELEPHONE: EMAIL: FAX: AGREEMENT I VERIFY THAT ALL THE INFORMATION IN THIS APPLICATION IS TRUE TO THE BEST OF MY KNOWLEDGE. I UNDERSTAND AND ACCEPT ALL REQUIREMENTS AND 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. I UNDERSTAND ALL OF THE INFORMATION PRESENTED IN THIS DOCUMENT AND UNDERSTAND THAT IF AN APPLICATION BECOMES DORMANT IT IS THROUGH MY OWN FAULT AND I MUST THEREFORE FOLLOW THE REQUIREMENTS OUTLINED ABOVE. OWNER HEREBY AUTHORIZES THE PETITIONER TO PURSUE THE APPROPRIATE ENTITLEMENTS ON THE PROPERTY. PETITIONER SIGNATURE OWNER SIGNATURE DATE DATE THIS APPLICATION MUST BE NOTARIZED PLEASE NOTARIZE HERE: David J. Silverman & Ann M. Zaremba Mahoney, Silverman & Cross, LLC 822 Infantry Drive, Suite 100 (815) 730-9500 azaremba@msclawfirm.com Toby Barrons Burns & McDonnell Engineering Company Inc 2715 N. California Blvd, Suite 400 (650) 631-6496 Dean L. Bauer, PLS (Director of Surveying)Quigg Engineering Inc 245 W. Roosevelt Road, Suite 87 (630) 228-1231 ext. 2501 (312) 235-6784 {See Consents of Owners - Section 14} Joliet, IL 60435 dsilverman@msclaw.com Walnut Creek, CA 94596 tbarrons@burnsmcd.com West Chicago, IL 60185 dbauer@quiggengineering.com +5/87214Ā,4903560Ā.+(Ā!+#)')+)Ȁ) +'Ȁ#+$'Ȁ))*)Ȁ%&$&- "#*,"' APPLICATION FOR PLANNED UNIT DEVELOPMENT United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fax: 630-553-7575 We bsite: www.yorkville.il.us PROPERTY INFORMATION IS THE PROPERTY WITHIN CITY LIMITS? DOES A FLOODPLAIN EXIST ON THE PROPERTY? ATTACHMENTS Petitioner must attach a legal description of the property to this application and title it as “Exhibit A”. Petitioner must list the names and addresses of any adjoining or contiguous landowners within five hundred (500) feet of the property that are entitled notice of application under any applicable City Ordinance or State Statute. Attach a separate list to this application and title it as “Exhibit B”. PUD MODIFICATION STANDARDS PETITIONER MUST INDICATE WHICH TANGIBLE BENEFIT THE PROPOSED PLANNED UNIT DEVELOPMENT WILL PROVIDE TO THE CITY, AS DEFINED IN SECTION 10-8-8D OF THE UNIFIED DEVELOPMENT ORDINANCE. AT LEAST ONE (1) MUST BE MET: LANDSCAPE CONSERVATION AND VISUAL ENHANCEMENT SUSTAINABLE DESIGN PUBLIC GATHERING SPACE PLACEMAKING UNIVERSAL DESIGN HIGH QUALITY BUILDING MATERIALS AGE-TARGETED DEVELOPMENT AFFORDABILITY PROVISION OF A PUBLIC SCHOOL PROVISION OF A REGIONAL PARK FUNDING OR CONSTRUCTION OF PUBLIC ROADWAYS REGIONAL UTILITY IMPROVEMENTS As part of the pre-application meeting with community development staff, the petitioner can determine which above PUD modification standard is consistent with the proposed plan. YES NO YES NO 1BSUPGUIF 4VCKFDU1SPQFSUZJTOPUXJUIJO$JUZMNJUT BOEJTUIFTVCKFDUPGUIFDPSSFTQPOEJOH"QQMJDBUJPO GPS"OOFYBUJPOTVCNJUUFECZ1FUJUJPOFS■ +5/87214Ā,4903560Ā.+(Ā!+#)')+)Ȁ) +'Ȁ#+$'Ȁ))*)Ȁ%&$&- "#*,"' APPLICATION FOR PLANNED UNIT DEVELOPMENT United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fax: 630-553-7575 We bsite: www.yorkville.il.us PUD STANDARDS PLEASE STATE HOW THE PLANNED UNIT DEVELOPMENT IS CONSISTENT WITH THE GOALS, OBJECTIVES, AND POLICIES SET FORTH IN THE COMPREHENSIVE PLAN AND OTHER ADOPTED PLANS AND POLICY DOCUMENTS OF THE CITY: PLEASE STATE HOW THE PLANNED UNIT DEVELOPMENT IS LAID OUT AND DEVELOPED AS A UNIT IN ACCORDANCE WITH AN INTEGRATED OVERALL DESIGN, IN WHICH THE VARIOUS LAND USES FUNCTION AS A COHESIVE WHOLE AND SUPPORT ONE ANOTHER. THE DESIGN SHALL PROVIDE IDENTIFIABLE CENTERS, WHICH FORM FOCUS AREAS OF ACTIVITY IN THE DEVELOPMENT, AND EDGES, WHICH DEFINE THE OUTER BORDERS OF THE DEVELOPMENT, THROUGH THE HARMONIOUS GROUPING OF BUILDINGS, USES, FACILITIES, PUBLIC GATHERING SPACES, AND OPEN SPACE: PLEASE STATE HOW THE PLANNED UNIT DEVELOPMENT IS DESIGNED, LOCATED, AND PROPOSED TO BE OPERATED AND MAINTAINED SO THAT IT WILL NOT IMPAIR AN ADEQUATE SUPPLY OF LIGHT AND AIR TO ADJACENT PROPERTY AND WILL NOT SUBSTANTIALLY INCREASE THE DANGER OF FIRE OR OTHERWISE ENDANGER THE PUBLIC HEALTH, SAFETY, AND WELFARE: Please see attached petition. Please see attached petition. Please see attached petition. +5/87214Ā,4903560Ā.+(Ā!+#)')+)Ȁ) +'Ȁ#+$'Ȁ))*)Ȁ%&$&- "#*,"' APPLICATION FOR PLANNED UNIT DEVELOPMENT United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fax: 630-553-7575 We bsite: www.yorkville.il.us PUD STANDARDS PLEASE STATE HOW THE PLANNED UNIT DEVELOPMENT INCLUDES USES WHICH ARE GENERALLY COMPATIBLE AND CONSISTENT WITH THE USES OF ADJACENT PARCELS. IF THE USES ARE NOT GENERALLY COMPATIBLE, ALL ADVERSE IMPACTS HAVE BEEN MITIGATED THROUGH SCREENING, LANDSCAPING, PUBLIC OPEN SPACE, AND OTHER BUFFERING FEATURES THAT PROTECT USES WITHIN THE DEVELOPMENT AND SURROUNDING PROPERTIES: PLEASE STATE HOW THE PLANNED UNIT DEVELOPMENT IS DESIGNED SO THAT ADEQUATE UTILITIES, ROAD ACCESS, STORMWATER MANAGEMENT, AND OTHER NECESSARY FACILITIES WILL BE PROVIDED TO SERVE IT. THE PLANNED UNIT DEVELOPMENT SHALL INCLUDE SUCH IMPACT FEES AS MAY BE REASONABLY DETERMINED BY THE CITY COUNCIL. THESE REQUIRED IMPACT FEES SHALL BE CALCULATED IN REASONABLE PROPORTION TO THE IMPACT OF THE PLANNED UNIT DEVELOPMENT ON PUBLIC FACILITIES AND INFRASTRUCTURE: PLEASE STATE HOW THE PLANNED UNIT DEVELOPMENT DOES NOT SUBSTANTIALLY ADVERSELY IMPACT AN ARCHAEOLOGICAL, HISTORICAL, OR CULTURAL RESOURCE, INCLUDED ON THE LOCAL, STATE, OR FEDERAL REGISTER, LOCATED ON OR OFF THE PARCEL(S) PROPOSED FOR DEVELOPMENT: Please see attached petition. Please see attached petition. Please see attached petition. +5/87214Ā,4903560Ā.+(Ā!+#)')+)Ȁ) +'Ȁ#+$'Ȁ))*)Ȁ%&$&- "#*,"' APPLICATION FOR PLANNED UNIT DEVELOPMENT United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fax: 630-553-7575 We bsite: www.yorkville.il.us A PLANNED UNIT DEVELOMENT, IF APPROVED, IS CONSIDERED A SPECIAL USE. IN ADDITION TO THE ABOVE PLANNED UNIT DEVELOPMENT STANDARDS, THE FOLLOWING SPECIAL USE STANDARDS OF REVIEW SHALL ALSO BE CONSIDERED: SPECIAL USE STANDARDS PLEASE STATE HOW THE ESTABLISHMENT, MAINTENANCE OR OPERATION OF THE SPECIAL USE WILL NOT BE UNREASONABLY DETRIMENTAL TO OR ENDANGER THE PUBLIC HEALTH, SAFETY, MOALS, COMFORT, OR GENERAL WELFARE: PLEASE STATE HOW THE SPECIAL USE WILL NOT BE INJURIOUS TO THE USE AND ENJOYMENT OF OTHER PROPRTY IN THE IMMEDATE VICINITY FOR THE PURPOSE "LREADY PERMITTED, N0R SUBSTANTIALLY DIMINISH AND IMPAIR PROPERTY VALUES WITHIN OR NEAR THE NEIGHBORHOOD IN WHICH IT IS TO BE LOCATED: Please see attached petition. Please see attached petition. +5/87214Ā,4903560Ā.+(Ā!+#)')+)Ȁ) +'Ȁ#+$'Ȁ))*)Ȁ%&$&- "#*,"' APPLICATION FOR PLANNED UNIT DEVELOPMENT United City of Yorkville 651 Prairie Pointe Drive Yor kville, Illinois, 60560 Telephone: 630-553-4350 Fax: 630-553-7575 We bsite: www.yorkville.il.us SPECIAL USE STANDARDS PLEASE STATE HOW THE ESTABLISHMENT OF THE SPECIAL USE WILL NOT IMPEDE THE NORMAL AND ORDELY DEVELOPMENT AND IMPROVEMENT OF SURROUNDING PROPERTY FOR USES PERMITTED IN THE DISTRICT: PLEASE STATE HOW ADEQUATE UTILITIES, ACCESS ROADS, DRAINAGE, OR OTHER NECESSARY FACILITIES HAVE BEEN OR SHALL BE PROVIDED: PLEASE STATE HOW ADEQUATE MEASURES SHALL BE TAKEN TO PROVIDE INGRESS OR EGRESS SO DESIGNED AS TO MINIMIZE TRAFFIC CONGESTION IN THE PUBLIC STREETS: PLEASE STATE HOW THE PROPOSED SPECIAL USE IS NOT CONTRARY TO THE OBJECTIVES OF THE CITY’S ADOPTED COMPREHENSIVE PLAN: Please see attached petition. Please see attached petition. Please see attached petition. Please see attached petition. +5/87214Ā,4903560Ā.+(Ā!+#)')+)Ȁ) +'Ȁ#+$'Ȁ))*)Ȁ%&$&- "#*,"' APPLICATION FOR PUD PRELIMINARY PLAN United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fax: 630-553-7575 Website: www.yorkville.il.us DATE:PZC NUMBER:DEVELOPMENT NAME: PETITIONER INFORMATION NAME:COMPANY: MAILING ADDRESS: CITY, STATE, ZIP:TELEPHONE: BUSINESS HOME EMAIL:FAX: PROPERTY INFORMATION NAME OF HOLDER OF LEGAL TITLE: IF LEGAL TITLE IS HELD BY A LAND TRUST, LIST THE NAMES OF ALL HOLDERS OF ANY BENEFICIAL INTEREST THEREIN: PROPERTY STREET ADDRESS: TYPE OF REQUEST: PRELIMINARY PLAN AMENDED PREMILINARY PLAN TOTAL LOT ACREAGE:CURRENT ZONING CLASSIFICATION: ATTACHMENTS Petitioner must attach a legal description of the property to this application and title it as “Exhibit A”. (847) 738-5005 APPLICATION FOR PUD PRELIMINARY PLAN United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fax: 630-553-7575 Website: www.yorkville.il.us ATTORNEY INFORMATION NAME:COMPANY: MAILING ADDRESS: CITY, STATE, ZIP:TELEPHONE: EMAIL:FAX: ENGINEER INFORMATION NAME:COMPANY: MAILING ADDRESS: CITY, STATE, ZIP:TELEPHONE: EMAIL:FAX: LAND PLANNER/SURVEYOR INFORMATION NAME:COMPANY: MAILING ADDRESS: CITY, STATE, ZIP:TELEPHONE: EMAIL:FAX: AGREEMENT I VERIFY THAT ALL THE INFORMATION IN THIS APPLICATION IS TRUE TO THE BEST OF MY KNOWLEDGE. I UNDERSTAND AND ACCEPT ALL REQUIREMENTS AND 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. I UNDERSTAND ALL OF THE INFORMATION PRESENTED IN THIS DOCUMENT AND UNDERSTAND THAT IF AN APPLICATION BECOMES DORMANT IT IS THROUGH MY OWN FAULT AND I MUST THEREFORE FOLLOW THE REQUIREMENTS OUTLINED ABOVE. OWNER HEREBY AUTHORIZES THE PETITIONER TO PURSUE THE APPROPRIATE ENTITLEMENTS ON THE PROPERTY. PETITIONER SIGNATURE OWNER SIGNATURE DATE DATE THIS APPLICATION MUST BE NOTARIZED PLEASE NOTARIZE HERE: Section 5 Petition for Special Use and PUD Approval 1 STATE OF ILLINOIS ) ) COUNTY OF KENDALL ) ) UNITED CITY OF YORKVILLE ) PETITION FOR SPECIAL USE AND PLANNED UNIT DEVELOPMENT APPROVAL THE UNDERSIGNED Petitioner, Pioneer Development LLC, an Illinois limited liability company (hereinafter the “Petitioner”), respectfully petitions the United City of Yorkville (the “City”) to grant a Special Use for Planned Unit Development with development allowances as detailed on the plans submitted herewith for the Subject Property (as defined and more fully set forth below). BACKGROUND INFORMATION 1. The owners of the Subject Property are Dale L. Konicek LLC, The Konicek Family Limited Partnership, Galena & 47TH LLC, MPLIV10 LLC, and Sameer and Sanjay Gupta (collectively, the “Owners”) as to each parcel as shown on Exhibit A attached hereto and incorporated herein; 2. The Petitioner is Pioneer Development, LLC, an Illinois limited liability company located at 30 N. Gould Street #38989, Sheridan, WY 82801; 3. The Petitioner is the contract purchaser of the Subject Property; 4. The Subject Property consists of approximately 1,037 acres located between Route 47, Galena Road, Ashe Road, and Baseline Road in the City, as legally described on Exhibit A attached and incorporated herein (the “Subject Property”) and illustrated on the Concept Site Plan attached as Exhibit B (hereinafter the “Preliminary Plan”); 5. Certain portions of the Subject Property, as shown on Exhibit C attached hereto, have not been annexed to the City, and is the subject property of that certain Application for Annexation submitted to the City by Petitioner on even date herewith; 6. The portion of Subject Property for which Petitioner has applied to be annexed to the City is currently zoned as agricultural; 2 7. A portion of the Subject Property was originally annexed to the City pursuant to Ordinance No. 2005-78 as part of the Westhaven mixed-use residential and commercial planned unit development which was never constructed; 8. A portion of the Subject Property was originally annexed to the City pursuant to Ordinance No. 2004-40 as the Bailey Meadows residential development which was never constructed; 9. The Subject Property within the City is currently zoned as a mixed use residential and commercial planned unit development; 10. The Subject Property is the subject property of that certain Application for Rezoning submitted to the City by Petitioner on even date herewith, whereby Petitioner requests the rezoning of the Subject Property to M-2 General Manufacturing District under the City of Yorkville Unified Development Ordinance (the “Code”); 11. Petitioner proposes to develop the Property as a secure data center campus with two onsite electrical substations and one utility switchyard (the “Data Center Campus”), as generally depicted on the Preliminary Plan; 12. The Data Center Campus will be constructed in phases, over an estimated ten (10) year period; 13. The planned unit development will establish standards governing the phased development of the Data Center Campus; 14. As a Data Center Campus, the Subject Property will accommodate up to fourteen (14) stand-alone facilities consisting of networked computers, storage systems, and computing infrastructure used to assemble, process, store, and distribute data; and two (2) onsite electrical substations and one (1) utility switchyard will supply electricity to these facilities; and 15. Petitioner has submitted appropriate supporting details for approval of the Special Use for Planned Unit Development as set forth herein. 3 PROJECT SUMMARY Petitioner is a hyperscale data center developer specializing in advanced digital infrastructure solutions. The proposed Yorkville data center campus is designed to operate with minimal impact on public resources while supporting mission-critical operations. Its electricity consumption is projected to generate significant tax revenue at local and state levels, reinforce the region’s digital infrastructure, and meet the growing hyperscale technology demands of its tenants. The Data Center Campus will be a state-of-the-art facility serving the Chicagoland market’s increasing need for high-performance computing. As shown on the Preliminary Plan, spanning approximately 1,037 acres, the Data Center Campus will include up to fourteen (14) data center buildings, two (2) electrical substations, and one (1) utility switchyard, with improvements potentially spread across fourteen (14) phases. Petitioner will install core utilities and site infrastructure, including the utility switchyard, two (2) substations, seven (7) stormwater management basins, three (3) main access roads with security checkpoints, on-site parking, and perimeter fencing. Each building is expected to become operational within fifteen (15) to twenty-four (24) months of groundbreaking, with the full buildout anticipated in approximately a decade, subject to market conditions. The campus will feature eight (8) secure access points, three (3) of which will be access points to the data respective portions of the data center campus. Two (2) access points are dedicated to ComEd’s electrical switchyard and three to emergency services, these access points will experience minimal traffic and are restricted to authorized ComEd personnel and emergency responders. The switchyard access point lies along the southwest edge of the campus on Galena Road. Primary vehicular ingress and egress to the Data Center Campus buildings will occur through one access point on Ashe Road and two on Route 47. Guard stations and a series of automated gates at each driveway will uphold stringent security protocols. All vehicles will proceed through an electrically actuated fence system, where credentials and identification must be verified before entry. Unauthorized vehicles will be routed to exit via either Ashe Road or Route 47 respectively. Internal pavement design ensures security 4 checks do not impede public traffic. An approximately ten-foot security fence is proposed to encircle the entire campus, including both substations and the switchyard, as shown in the Preliminary Plan. Each building will feature architectural treatments that incorporate elements reminiscent of modern warehouse design that are as aesthetically pleasing as practically possible. Facades will include advanced glazing, refined articulation, precast concrete walls, and metal elements. The first facility is slated for operation in 2029, contingent on power availability, with additional buildings coming online on a ramp schedule as power availability increases and construction schedules allow. Building height is defined at fifty-five feet (55’) to the flat roof, with rooftop equipment bringing total height to a maximum of seventy- eight (78’) feet. Actual building specifications may vary in response to evolving technology or specific tenant requirements. STANDARDS FOR SPECIAL USE APPROVAL FOR A PLANNED UNIT DEVELOPMENT PURSUANT TO UDO SECTION 10-8-5(D) 1. The establishment, maintenance or operation of the Special Use will not be unreasonably detrimental to or endanger the public health, safety, morals, comfort, or general welfare. The proposed Data Center Campus will enhance the public health, safety, morals, comfort, and general welfare of the City. Although portions of the Subject Property were originally annexed to the City in 2004 and 2005, respectively, the Subject Property within the City limits has remained farmland, without a productive use consistent with the underlying mixed-use residential and commercial planned unit development zoning for nearly twenty (20) years. The Data Center Campus is a permitted use in the proposed M-2 General Manufacturing District. The development of the Subject Property as the Data Center Campus will drive substantial investment in the City that will generate new construction jobs, create long- term employment opportunities, and produce significant tax and other revenues. Establishing the Data Center Campus will position the City as a competitive regional leader for future tenants and strengthen its status as an emerging employment center in the data technology sector. 5 2. The Special Use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purpose already permitted, nor substantially diminish and impair property values within or near the neighborhood in which it is to be located. The Subject Property lies entirely within the boundaries of Baseline Road to the North, Ashe Road to the West, Route 47 to the East and Galena Rd to the South. The parcel to the North is separated from the Subject Property by Baseline Road and consists of farmland in Kane County. The parcel to the West, separated from the Subject Property by Ashe Road, consists of residential homes with large setbacks from Ashe Road and more farmland. To the East, across Route 47, lies a multi-family development. Parcels across Galena Road to the South of the Subject Property consist of unincorporated Kendall County farmland and a parcel that is the subject of a proposed data center development, permitted in that manufacturing zoned district. Data centers represent significant capital projects and are often drawn to locations with existing utility infrastructure. However, these locations still typically require substantial installations of utility upgrades to meet data center needs, especially demand for electrical capacity. Such developments, typically funded by institutional investors, yield elevated values within a sub-market and strengthen revenue streams for local governmental entities reliant on property taxes. Accordingly, Petitioner’s proposed investment in the Data Center Campus, along with planned electrical substation upgrades, will appreciably increase, rather than impair or diminish, the value of adjacent properties. 3. The establishment of the Special Use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. Pending approval of the Application for Rezoning for the Subject Property to M-2 General Manufacturing District submitted to the City by Petitioner, the City recognizes a data center as an appropriate use for the Subject Property. Petitioner’s application for a special use is not driven by the proposed data center use alone, but by the Petitioner’s proposal for a planned unit development that provides comprehensive standards for multiple data centers in a campus-like configuration developed in phases. By committing to significant infrastructure in the initial phase, the Petitioner seeks assurance that subsequent 6 phases remain governed by these planned unit development standards rather than being subject to future legislative changes. This planned unit development framework will not hinder the normal and orderly development of surrounding properties. Instead, it offers clear, consistent guidelines that may provide neighboring property owners with direction for improvement of their properties. 4. Adequate utilities, access roads, drainage or other necessary facilities have been or shall be provided. The Subject Property is well-positioned with regards to access and utilities. Based on significant data center development experience of Petitioner, its engineers and consultants, the ingress and egress to the Data Center Campus proposed by Petitioner herein will adequately serve the intended use. Within the Data Center Campus, the Petitioner has designed a network of drive aisles essential to the campus’s security and operations. All internal aisles will be privately owned, operated, and maintained, thereby minimizing the burden on public facilities and eliminating the City’s responsibility for internal road upkeep. However, Petitioner will grant the City all necessary easements for perpetual private access and utilities, including water line easements as indicated on the Preliminary Plan. Stormwater management basins will be developed in compliance with applicable regulation. Stormwater basins will be enhanced with native vegetation to create open space, establish new habitats, minimize erosion, and promote infiltration, yielding tangible ecological benefits. In coordination with City staff, the Petitioner will determine the most optimal way to enhance the municipal sanitary and water services adjacent to the Subject Property before connecting, representing a potentially substantial investment up-front. By enhancing public infrastructure, Petitioner will position surrounding properties for further investment. 5. Adequate measures shall be taken to provide ingress or egress so designed as to minimize traffic congestion in the public streets. Petitioner has engaged engineers and consultants with extensive experience in data center facility design and has developed an efficient, secure ingress and egress plan for the Data Center Campus. Substantial setbacks from Route 47 and Ashe Road are incorporated to prevent traffic queues from 7 extending onto public roadways. Within the Data Center Campus, the drive aisles and gating systems are scaled and spaced to accommodate both arriving vehicles and those denied entry. On Route 47, the two (2) access points are aligned to avoid disrupting the ingress and egress of the Bristol Bay multifamily development to the East. On Ashe Road, the proposed access will not impede traffic flow or other entry to driveways. The Petitioner has retained a traffic engineer to conduct a traffic study to verify roadway capacity, and this study will be provided to the City upon completion. 6. The proposed Special Use is not contrary to the objectives of the City’s adopted Comprehensive Plan. According to the Comprehensive Plan adopted by the City in 2016, to guide future industrial development, the City aims to: 1) remove barriers to investment and encourage development through incentives and regulatory relief, 2) focus industrial attraction efforts on near-term industrial, 3) redevelop industrial zones to accommodate diverse facility sizes modern office park settings, 4) Promote best practices in building design, stormwater management, landscaping, and placemaking, and 5) ensure future industrial developments are located near adequate transportation and infrastructure networks. Granting the Special Use for Planned Unit Development to allow the proposed Data Center Campus on the Subject Property aligns with these objectives by removing regulatory barriers and fostering industrial growth. It also provides a framework to promote best practices in building design, stormwater management and landscape buffering. Accordingly, the proposed Special Use is not contrary to the objectives of the City’s Comprehensive Plan and furthers its objectives in the near term. REVIEW STANDARDS FOR APPROVAL OF PLANNED UNIT DEVELOPMENT PURSUANT TO UDO SECTION 10-8-8(E) 1. Plan and Policy Alignment. The Planned Unit Development is consistent with the goals, objectives, and policies set forth in the Comprehensive Plan and other adopted plans and policy documents of the City. As stated above, the proposed Planned Unit Development aligns with the City’s Comprehensive Plan objectives for industrial development. Approval of a Planned Unit Development ensures coordinated, large-scale planning for this industrial site and creates a structured framework for the phased investment required by a project of this size. 8 2. Integrated Design with Identifiable Centers and Edges. The Planned Unit Development shall be laid out and developed as a unit in accordance with an integrated overall design, in which the various land uses function as a cohesive whole and support one another. The design shall provide identifiable centers, which form focus areas of activity in the development, and edges, which define the outer borders of the development, through the harmonious grouping of buildings, uses, facilities, public gathering spaces, and open space. The Preliminary Plan provides an integrated design featuring three (3) core land uses functioning as a unified whole. A new utility switchyard and two (2) new electric substations will supply power to the fourteen (14) phased data center buildings forming a centralized utility component. The data center buildings, along with parking and access drives, serve as focal points of activity. Perimeter access drives and stormwater ponds define the campus edges, ensuring appropriate drainage for impervious surfaces in compliance with the Code, and creating a cohesive grouping of buildings, infrastructure, and amenities. 3. Public Welfare. The Planned Unit Development is designed, located, and proposed to be operated and maintained so that it will not impair an adequate supply of light and air to adjacent property and will not substantially increase the danger of fire or otherwise endanger the public health, safety, and welfare. The proposed Planned Unit Development for the Data Center Campus is generally compatible with and consistent with the uses of adjacent parcels. As mentioned above, the parcel to the North is separated from the Subject Property by Baseline Road and consists of farmland in Kane County. The parcel to the West, separated from the Subject Property by Ashe Road, consists of residential homes with large setbacks from Ashe Road and more farmland. To the East, across Route 47, lies a multi-family development. Parcels across Galena Road to the South of the Subject Property consist of unincorporated Kendall County farmland and a parcel that is the subject of a proposed data center development, permitted in that manufacturing zoned district. The planned improvements are concentrated in the core of the Subject Property, with setbacks exceeding zoning requirements. Around the perimeter of the Data Center Campus, stormwater detention basins serve as open space, further protecting the current and future uses on adjacent parcels. 4. Compatibility with Adjacent Land Uses. The Planned Unit Development includes uses which are generally compatible and consistent with the uses of adjacent parcels. If the uses are not generally 9 compatible, all adverse impacts have been mitigated through screening, landscaping, public open space, and other buffering features that protect uses within the development and surrounding properties. As discussed above, the proposed Planned Unit Development for the Data Center Campus is generally compatible with and consistent with the uses of adjacent parcels. The parcel to the North is separated from the Subject Property by Baseline Road and consists of farmland in Kane County. The parcel to the West, separated from the Subject Property by Ashe Road, consists of residential homes with large setbacks from Ashe Road and more farmland. To the East, across Route 47, lies a multi-family development. Parcels across Galena Road to the South of the Subject Property consist of unincorporated Kendall County farmland and a parcel that is the subject of a proposed data center development, permitted in that manufacturing zoned district. Overall, the building setbacks will exceed City Code requirements, and perimeter landscaping and stormwater improvements will create a natural buffer, preserving the suitability of current and future neighboring uses. 5. Impact on Public Facilities and Resources. The Planned Unit Development is designed so that adequate utilities, road access, stormwater management, and other necessary facilities will be provided to serve it. The Planned Unit Development shall include such impact fees as may be reasonably determined by the City Council. These required impact fees shall be calculated in reasonable proportion to the impact of the Planned Unit Development on public facilities and infrastructure. The proposed Data Center Campus Planned Unit Development is designed to ensure sufficient utilities, road access, stormwater management, and other vital facilities. The Preliminary Plan shows a system of stormwater management basins to handle runoff from new impervious surfaces. Roadway access has been addressed in detail. Although public utilities do not currently reach the Subject Property, Petitioner and City staff are coordinating on a plan for extending and interconnecting these utilities. A substantial investment in utilities and other infrastructure will provide opportunity for nearby development. New electrical substations will also be constructed as a key component of the project. Overall, the Data Center Campus Planned Unit Development will not impose a substantial burden on public facilities; rather, it will enhance them in a way that likely spurs further investment on neighboring properties. 6. Archaeological, Historical or Cultural Impact. The Planned Unit Development does not substantially adversely impact an archaeological, historical, or cultural resource, included on the local, state, or federal register, located on or off the parcel(s) proposed for development. 10 The proposed Data Center Campus Planned Unit Development does not substantially impact any archaeological, historical, or cultural resources listed on local, state, or federal registers, whether on or off the Subject Property. The Petitioner is conducting the relevant assessments to evaluate wetlands, waters, threatened/endangered species, and historical resources, and will coordinate any required approvals with the City before constructing improvements. REQUIRED DEVIATIONS FROM UNIFORM DEVELOPMENT ORDINANCE 1. Table 10-3-9(A) Bulk and Dimensional Standards. The Code requires the following setbacks: Front: twenty-five feet (25’); Side: twenty feet (20’); and Rear: none (0’). Petitioner requests a deviation that setbacks shall be limited to the outer boundary of the Subject Property. For the purpose of setbacks, Route 47 will serve as the “Front”, Ashe Road will be the “Rear”, and the north and south edges of the Subject Property will be “Sides”. This request includes a waiver of any setback requirements between buildings or setbacks from internal lot lines of any future subdivision. 2. Chapter 10-4-10 Energy Industrial Uses. Under the Code, data centers fall under the “Energy Industrial Use” category, for which there are currently no specific use standards in Chapter 4. Consequently, the proposed Data Center Campus is not subject to any such standards, and any new standards adopted after approval of the Special Use for Planned Unit Development will not apply to the Subject Property. 3. 10-5-1(F) Cross Access. Due to the unique security requirements of the Data Center Campus, any cross-access requirements between adjacent developments, as outlined by the Code, shall be waived for the Subject Property. 4. Table 10-5-1(H)(5) Minimum Parking Requirement. In accordance with the Code, the minimum parking requirement is 0.3 spaces per 1,000 square feet for industrial uses greater than 8,000 square feet. Petitioner requests a variance to reduce that requirement to 0.2 parking spaces per 1,000 square feet. The average size of a building in the proposed Data Center Campus is 1,878,142 square feet, requiring 505 parking spaces per building. Petitioner calculates the actual parking demand will be approximately 375 parking spaces per building, under the requested .2 parking spaces per 1,000 square feet. Further, parking within the Data Center Campus will be shared among its constituent buildings and lots, rather than calculated on an individual building or lot basis. However, if exclusive occupant parking spaces are designed for a particular lot or building, those spaces will not be counted toward the overall minimum for the remainder of the campus. 5. 10-5-1 (N) Pedestrian Circulation. The Code requires pedestrian walkways between buildings. Where appropriate, the Petitioner will install walkways between parking areas and building entrances, complying with ADA standards. However, there will be no pedestrian connections between buildings or open spaces. Accordingly, 11 the Petitioner requests a waiver of pedestrian circulation requirements, except those necessary to connect each building to its parking area within the Data Center Campus. 6. 10-5-1(O) Bicycle Parking. Under the Code, bicycle parking is required. However, given the surrounding roadways and the Subject Property’s intended use, bicycle access is not feasible. Accordingly, the Petitioner requests a waiver of the bicycle parking requirements. 7. 10-5-1(Q) Required Off-Street Loading Spaces. In accordance with the Code, the Zoning Administrator determines the required number of off- street loading spaces. Petitioner requests a minimum of one off-street loading space per Data Center Campus building on the Subject Property. 8. 10-5-3 Landscape. The Code imposes extensive landscaping requirements in and around parking lots and building areas to enhance community character. Due to the secure nature of the campus and the potential conflicts between landscaping and the mechanical systems unique to a Data Center Campus, the Petitioner seeks to reduce internal landscaped areas. In place of the City’s standard requirements set forth in the Code, the Petitioner proposes to adopt the landscaping standards outlined in the Subject Property’s landscape plan. 9. 10-5-4(B) & (C) Screening of Mechanical Units. The Code mandates screening for both ground-mounted and rooftop-mounted mechanical units. However, due to the nature of the Data Center Campus and its associated mechanical infrastructure, Petitioner proposes an alternative standard. Ground-mounted generator units will be enclosed by vinyl fencing matching the generator’s height (excluding any protruding stacks), while rooftop- mounted mechanical units within penthouses will not be required to have additional screening. 10. 10-5-5 Fences. The Code requires that fencing not extend beyond the front plane of the primary building façade. The Petitioner seeks approval for the fencing specifications and placement as shown on the Preliminary Plan. 11. 10-5-8(4) Appearance Standards, Industrial Uses. Under the Code, industrial buildings longer than 100 feet must include recesses along at least 30% of any facade facing a public street. However, given the significant setbacks in the Data Center Campus layout and the emphasis on open space along its perimeter, Petitioner requests that these architectural standards be waived provided that buildings are constructed with masonry or precast materials. 12. 10-7-2 Lots. Pursuant to the Code, each lot must abut a public street, and the Planning and Zoning Commission along with the City Council retain final authority over lot size, shape, and orientation. However, given the unique, secure nature of the Data Center Campus, Petitioner request that the City waive the public street access requirement and agree to approve any future subdivision of the Subject Property that the Petitioner determines reasonably necessary and appropriate for its use, operation, maintenance, or disposition. 13. 10-7-3 Street Design and Improvements & 10-7-4 Circulation and Connectivity. The Code establishes standards for street development and circulation within a proposed project. However, because this proposal does not include new streets or internal driveways, Petitioner requests exemption from those requirements. 12 WHEREFORE, by reason of the foregoing, the undersigned Petitioner requests the City’s Plan Council, Economic Development Committee, Planning and Zoning Commission and City Council take the necessary and appropriate action to grant a Special Use for Planned Unit Development with development allowances as detailed on the plans submitted herewith for the Subject Property and pursuant to the appropriate provisions of the Code. RESPECTFULLY SUBMITTED this 14th day of March, 2025. PETITIONER: PIONEER DEVELOPMENT, LLC an Illinois limited liability company Mahoney, Silverman & Cross, LLC Attorney for the Petitioner 13 EXHIBIT A PINS BY OWNER Galena & 47TH LLC, MPLIV10 LLC PIN: 02-05-300-003 CITY OF YORKVILLE PIN: 02-04-300-032 CITY OF YORKVILLE PIN: 02-04-300-024 CITY OF YORKVILLE PIN: 02-05-400-021 CITY OF YORKVILLE PIN: 02-09-100-031 CITY OF YORKVILLE PIN: 02-09-100-030 CITY OF YORKVILLE Sanjay & Sameer Gupta PIN: 02-04-100-015 CITY OF YORKVILLE PIN: 02-05-200-007 UNINCORPORATED The Konicek Family Limited Partnership PIN: 02-06-100-022 UNINCORPORATED DALE L. KONICEK, LLC PIN: 02-06-200-002 CITY OF YORKVILLE PIN: 02-05-400-022 CITY OF YORKVILLE PIN: 02-05-200-006 CITY OF YORKVILLE PIN: 02-04-100-016 CITY OF YORKVILLE PIN: 02-06-400-008 UNINCORPORATED PIN: 02-06-200-003 UNINCORPORATED PIN: 02-05-100-003 UNINCORPORATED PIN: 02-05-100-005 UNINCORPORATED PIN: 02-05-400-009 CITY OF YORKVILLE PIN: 02-04-300-018 CITY OF YORKVILLE PIN: 02-04-300-017 CITY OF YORKVILLE LEGAL DESCRIPTION OF THE SUBJECT PROPERTY {Please see attached Section 13 – Legal Descriptions.} 14 EXHIBIT B PRELIMINARY PLAN {Please see attached Section 6 – Conceptual Site Plan.} Section 6 Conceptual Site Plan 150 PARKING SPACESSTORMWATER MANAGEMENT BASINSTORMWATER MANAGEMENT BASINSTORMWATER MANAGEMENT BASINSTORMWATER MANAGEMENT BASINSTORMWATER MANAGEMENT BASINSTORMWATER MANAGEMENT BASINBUILDING 32 STORY DATA CENTERUTILITY SWITCHYARDCUSTOMER SUBSTATIONCUSTOMER SUBSTATION%$6(/,1(52$'5287(*$/(1$52$'$6+(5 2 $ 'SECURITY FENCESECURITY FENCESECURITY FENCEPOTENTIAL WATER UTILITY EXPANSION AREA25 FT SETBACK20 FT SETBACK20 FT SETBACK52%52<&5((.UTILITY CORRIDORFUTURE UTILITY CORRIDOR300 PARKING SPACESBUILDING 12 STORY DATA CENTER300 PARKING SPACES150 PARKING SPACESBUILDING 42 STORY DATA CENTER300 PARKING SPACES300 PARKING SPACES300 PARKING SPACES300 PARKING SPACES300 PARKING SPACES300 PARKING SPACES300 PARKING SPACES150 PARKING SPACES300 PARKING SPACES300 PARKING SPACESBUILDING 122 STORY DATA CENTERBUILDING 22 STORY DATA CENTERBUILDING 52 STORY DATA CENTERBUILDING 62 STORY DATA CENTERBUILDING 72 STORY DATA CENTERBUILDING 82 STORY DATA CENTERBUILDING 92 STORY DATA CENTERBUILDING 102 STORY DATA CENTERBUILDING 112 STORY DATA CENTERBUILDING 132 STORY DATA CENTERBUILDING 142 STORY DATA CENTERRESIDENCE DISTRICTRESIDENCE DISTRICTSTORMWATER MANAGEMENT BASINDRAINAGE CHANNELDRAINAGE CHANNELDRAINAGE CHANNELTYPE D TRANSITION ZONE - SEE LANDSCAPE DRAWINGS FOR DETAILS 1387' - 8 1/4"1,500-FT ROOFTOP EQUIPMENT RESTRICTION ZONE1,500-FT ROOFTOP EQUIPMENT RESTRICTION ZONE1,500-FT ROOFTOP EQUIPMENT RESTRICTION ZONE12435678910111314123+$6(3+$6(3+$6(P R O J E C T C A R D I N A L35(/,0,1$5<127)25&216758&7,216,7(3/$1A-1PLANMAXIMUM F.A.R.N/AN/AMAXIMUM LOT COVERAGE85% (38,395,962 SF)41% (18,552,808 SF)MINIMUM LOT SIZEN/AN/A&29(5$*(ACCESSIBLE PARKING SPACES 11492PARKING SPACES5,1943,750REQUIREDPROVIDEDDATA CENTER PARKING RATIO 0.3 SPACES PER 1,000 SF3$5.,1**SETBACKS APPLY ONLY TO THE PERIMETER OF THE PROPERTY. IN THE EVENT THAT THEPROPERTY IS RESUBDIVIDED, THERE SHALL BE NO SETBACKS APPLICABLE TO INTERNAL LOT LINES.REAR0 FT0 FTSIDEMIN. 10% OF LOT DEPTH,MAX. 20FT20 FTFRONT25 FT25 FT6(7%$&.6%8,/',1*+(,*+755 FT 55 FTREQUIREDPROVIDED727$/6,7($5($45,171,720 SF (1,037 ACRES)7$5*(7=21(&/$66M-2 GENERAL MANUFACTURING6,7('$7$TOTAL 8,656,501 SF 17,313,002 SF N/AN/AP2 BUILDING 14 680,591 SF 1,361,182 SF 55 FT78 FTP2 BUILDING 13 680,591 SF 1,361,182 SF 55 FT78 FTP2 BUILDING 12 390,000 SF 780,000 SF 55 FT78 FTP2 BUILDING 11 680,591 SF 1,361,182 SF 55 FT78 FTP2 BUILDING 10 680,591 SF 1,361,182 SF 55 FT78 FTP2 BUILDING 9 680,591 SF 1,361,182 SF 55 FT78 FTP2 BUILDING 8 680,591 SF 1,361,182 SF 55 FT78 FTP3 BUILDING 7 680,591 SF 1,361,182 SF 55 FT78 FTP3 BUILDING 6 680,591 SF 1,361,182 SF 55 FT78 FTP3 BUILDING 5 680,591 SF 1,361,182 SF 55 FT78 FTP1 BUILDING 4 390,000 SF 780,000 SF 55 FT78 FTP1 BUILDING 3 390,000 SF 780,000 SF 55 FT78 FTP1 BUILDING 2 680,591 SF 1,361,182 SF 55 FT78 FTP1 BUILDING 1 680,600 SF 1,361,182 SF 55 FT78 FTPHASEBUILDINGNUMBERFOOTPRINTAREATOTAL FLOORAREAHEIGHT (TOPOF BUILDING)HEIGHT (TOPOF EQUIPMENT)%8,/',1*$5($60'150'300'600' Section 7 Building Elevations 6(&21')/2256(&21')/22572522)72522) ,168/$7('0(7$/3$1(/,168/$7('0(7$/3$1(/*/$=,1**/$=,1*35(&$67&21&5(7(35(&$67&21&5(7(35(&$67&21&5(7(35(&$67&21&5(7((48,30(176&5((1:$//(48,30(176&5((1:$//0(7$/6&833(5$1'/($'(50(7$/6&833(5$1'/($'(5,168/$7(',168/$7('0(7$/3$1(/0(7$/3$1(/*/$=,1**/$=,1*3$5$3(73$5$3(70(7$/0(7$/&$123<&$123<726&5((1726&5((1522)723522)7230(&+$1,&$/0(&+$1,&$/(48,30(17(48,30(176&5((1:$//6&5((1:$//(/(9$7,21/(*(1'35(&$67&21&5(7(3$1(/256,0,/$5/,*+7*5(<,168/$7('0(7$/3$1(/256,0,/$50(',80*5(<*/$=,1*35(&$67&21&5(7((48,30(176&5((1:$//P R O J E C T C A R D I N A L35(/,0,1$5<127)25&216758&7,216287+(/(9$7,21A-2E X T E R N A L F A C I N G 6(&21')/2256(&21')/22572522)72522) ,168/$7('0(7$/3$1(/,168/$7('0(7$/3$1(/*/$=,1**/$=,1*35(&$67&21&5(7(35(&$67&21&5(7(35(&$67&21&5(7(35(&$67&21&5(7((48,30(176&5((1:$//(48,30(176&5((1:$//522)7230(&+$1,&$/522)7230(&+$1,&$/(48,30(176&5((1:$//(48,30(176&5((1:$//0(7$/&$123<0(7$/&$123<726&5((1726&5((1(/(9$7,21/(*(1'35(&$67&21&5(7(3$1(/256,0,/$5/,*+7*5(<,168/$7('0(7$/3$1(/256,0,/$50(',80*5(<*/$=,1*35(&$67&21&5(7((48,30(176&5((1:$//P R O J E C T C A R D I N A L35(/,0,1$5<127)25&216758&7,21($67(/(9$7,21A-3E X T E R N A L F A C I N G 6(&21')/2256(&21')/22572522)72522) ,168/$7(',168/$7('0(7$/3$1(/0(7$/3$1(/*/$=,1**/$=,1*35(&$6735(&$67&21&5(7(&21&5(7(35(&$6735(&$67&21&5(7(&21&5(7((48,30(17(48,30(176&5((1:$//6&5((1:$//522)7230(&+$1,&$/522)7230(&+$1,&$/(48,30(176&5((1:$//(48,30(176&5((1:$//0(7$/6&833(50(7$/6&833(5$1'/($'(5$1'/($'(5726&5((1726&5((1(/(9$7,21/(*(1'35(&$67&21&5(7(3$1(/256,0,/$5/,*+7*5(<,168/$7('0(7$/3$1(/256,0,/$50(',80*5(<*/$=,1*35(&$67&21&5(7((48,30(176&5((1:$//P R O J E C T C A R D I N A L35(/,0,1$5<127)25&216758&7,211257+(/(9$7,21A-4I N T E R N A L F A C I N G 6(&21')/2256(&21')/22572522)72522) 35(&$67&21&5(7(35(&$67&21&5(7(35(&$67&21&5(7(35(&$67&21&5(7((48,30(176&5((1:$//(48,30(176&5((1:$//522)7230(&+$1,&$/522)7230(&+$1,&$/(48,30(176&5((1:$//(48,30(176&5((1:$//(/(9$7,21/(*(1'35(&$67&21&5(7(3$1(/256,0,/$5/,*+7*5(<,168/$7('0(7$/3$1(/256,0,/$50(',80*5(<*/$=,1*35(&$67&21&5(7((48,30(176&5((1:$//P R O J E C T C A R D I N A L35(/,0,1$5<127)25&216758&7,21:(67(/(9$7,21A-5I N T E R N A L F A C I N G P R O J E C T C A R D I N A L35(/,0,1$5<127)25&216758&7,216287+(/(9$7,216A-6 6(&21')/2256(&21')/22572522)72522) ,168/$7(',168/$7('0(7$/3$1(/0(7$/3$1(/6725()52176725()5217*/$=,1**/$=,1*0(7$/&$123<0(7$/&$123<35(&$6735(&$67&21&5(7(&21&5(7(P R O J E C T C A R D I N A L35(/,0,1$5<127)25&216758&7,21)52172)+286(A-7 $6+(52$'$6+(52$'3523(57</,1(3523(57</,1(3523(57</,1(3523(57</,1(5287(5287(%8,/',1*%8,/',1*%8,/',1*%8,/',1* %8,/',1* %8,/',1* %8,/',1*%8,/',1*%8,/',1*%8,/',1* %8,/',1*%8,/',1*6,7((175$1&(6,7((175$1&()520*$/(1$52$')520*$/(1$52$'%8,/',1*%8,/',1*%8,/',1*%8,/',1*%8,/',1*%8,/',1*%8,/',1*%8,/',1*&86720(568%67$7,21%8,/',1*%8,/',1*%8,/',1*%8,/',1*%8,/',1*%8,/',1*%8,/',1*%8,/',1*%8,/',1* %8,/',1* %8,/',1*%8,/',1*%8,/',1*%8,/',1*%8,/',1*%8,/',1*%8,/',1*%8,/',1*%8,/',1*%8,/',1*6,7(6,7((175$1&((175$1&(6,7(6,7((175$1&((175$1&(6,7(6,7((175$1&((175$1&(*$/(1$52$'*$/(1$52$'5287(5287(&86720(568%67$7,2187,/,7<6:,7&+<$5'P R O J E C T C A R D I N A L35(/,0,1$5<127)25&216758&7,216,7((/(9$7,21A-8SCALE: 1" = 300'-0"1SOUTH SITE ELEVATION - FROM GALENA ROAD *$/(1$52$'*$/(1$52$'3523(57</,1(3523(57</,1(%8,/',1*%8,/',1*%$6(/,1(52$'%$6(/,1(52$'3523(57</,1(3523(57</,1(%8,/',1*%8,/',1*%8,/',1*%8,/',1*%8,/',1*%8,/',1*%8,/',1*%8,/',1*%8,/',1*%8,/',1*%8,/',1*%8,/',1*%8,/',1*%8,/',1*5287(5287(3523(57</,1(3523(57</,1(3523(57</,1(3523(57</,1($6+(52$'$6+(52$'6,7((175$1&()5206,7((175$1&()520%$6(/,1(52$'%$6(/,1(52$'*$/(1$52$'*$/(1$52$'3523(57</,1(3523(57</,1(%$6(/,1(52$'%$6(/,1(52$'3523(57</,1(3523(57</,1(%8,/',1*%8,/',1*%8,/',1*%8,/',1*%8,/',1*%8,/',1*6,7((175$1&()5206,7((175$1&()520$6+(52$'$6+(52$'P R O J E C T C A R D I N A L35(/,0,1$5<127)25&216758&7,216,7((/(9$7O21A-9SCALE: 1" = 300'-0"2EAST SITE ELEVATION - FROM ROUTE 47SCALE: 1" = 300'-0"3NORTH SITE ELEVATION - FROM BASELINE ROADSCALE: 1" = 300'-0"1WEST SITE ELEVATION - FROM ASHE ROAD111111 Section 8 Landscape Plan 150 PARKING SPACESSTORMWATER MANAGEMENT BASINSTORMWATER MANAGEMENT BASINSTORMWATER MANAGEMENT BASINSTORMWATER MANAGEMENT BASINSTORMWATER MANAGEMENT BASINSTORMWATER MANAGEMENT BASINBUILDING 32 STORY DATA CENTERUTILITY SWITCHYARDCUSTOMER SUBSTATIONCUSTOMER SUBSTATIONBASELINE ROADROUTE 47GALENA ROADA S H E R O A D SECURITY FENCESECURITY FENCESECURITY FENCEPOTENTIAL WATER UTILITY EXPANSION AREA25 FT SETBACK20 FT SETBACKROB ROY CREEKUTILITY CORRIDORFUTURE UTILITY CORRIDOR300 PARKING SPACESBUILDING 12 STORY DATA CENTER300 PARKING SPACES150 PARKING SPACESBUILDING 42 STORY DATA CENTER300 PARKING SPACES300 PARKING SPACES300 PARKING SPACES300 PARKING SPACES300 PARKING SPACES300 PARKING SPACES300 PARKING SPACES150 PARKING SPACES300 PARKING SPACES300 PARKING SPACESBUILDING 122 STORY DATA CENTERBUILDING 22 STORY DATA CENTERBUILDING 52 STORY DATA CENTERBUILDING 62 STORY DATA CENTERBUILDING 72 STORY DATA CENTERBUILDING 82 STORY DATA CENTERBUILDING 92 STORY DATA CENTERBUILDING 102 STORY DATA CENTERBUILDING 112 STORY DATA CENTERBUILDING 132 STORY DATA CENTERBUILDING 142 STORY DATA CENTERRESIDENCE DISTRICTRESIDENCE DISTRICTSTORMWATER MANAGEMENT BASINDRAINAGE CHANNELDRAINAGE CHANNELDRAINAGE CHANNELTYPE D TRANSITION ZONE - SEE LANDSCAPE DRAWINGS FOR DETAILS 1,500-FT ROOFTOP EQUIPMENT RESTRICTION ZONE1,500-FT ROOFTOP EQUIPMENT RESTRICTION ZONE1,500-FT ROOFTOP EQUIPMENT RESTRICTION ZONEL-0022L-0023L-0024L-0021CAMPUS ENTRYCAMPUS ENTRYCAMPUS ENTRYFUTURE UTILITY EASEMENT UTILITY CORRIDOR UTILITYEASEMENT 300' - 0"300' - 0"200' - 0"UTILITYCORRIDOR 300' - 0"200' - 0"200' - 0"LANDSCAPE SURFACING LEGEND100' TRANSITIONAL TYPE D LANDSCAPE BUFFERBUILDING FOUNDATION LANDSCAPE ZONEPARKING AREA PERIMETER LANDSCAPE ZONELANDSCAPE SEEDING/PLANTING - SODLANDSCAPE SEEDING/PLANTING - PRAIRIE MIXdatesheet titlesheet numberno.datedescriptionPRELIMINARY -NOT FOR CONSTRUCTIONkeyplanprojectrevisionsregistrationCONFIDENTIAL5/30/2025 12:27:58 PMNA1CAMPUS PLAN MARK-UP03/13/25Project NameTYPE D: PER 100 LINEAR FT. 5 UNDERSTORY TREES5 CANOPY/EVERGREEN TREES35 SHRUBS/NATIVE GRASSESPLANTED BERM 60% CONFIERS40% DECIDUOUSSHRUBS AND NATIVE GRASSES 10' PEDESTRIAN TRAIL BEFORE 100'LANDSCAPE BUFFER100' PERIMETER LANDSCAPE BUFFERPER CITY'S REQUESTEAST PROPERTY LINE PLANTING REQUIREMENTS PER AHJ:280-CANOPY TREES280-UNDERSTORY TREES1960-SHRUBS/NATIVE GRASSESTYP. SPECIES:-EASTERN RED CEDAR -WHITE PINE-JACK PINE-FLOWERING DOGWOOD-HORNBEAM-WHITE OAKNORTH PROPERTY LINE PLANTING REQUIREMENTS PER AHJ:500-CANOPY TREES500-UNDERSTORY TREES3500-SHRUBS/NATIVE GRASSESTYP. SPECIES:-SCARLET OAK-AMERICAN HORNBEAM-EASTERN REDBUD-COMMON WHITCH HAZEL -CORNELIAN CHERRY DOGWOOD-WHITE SPRUCE-EASTERN RED CEDARWEST PROPERTY LINE PLANTING REQUIREMENTS PER AHJ:150-CANOPY TREES150-UNDERSTORY TREES1050-SHRUBS/NATIVE GRASSESTYP. SPECIES:-EASTERN RED CEDAR -WHITE PINE-JACK PINE-WHITE SPRUCE-FLOWERING DOGWOOD-HORNBEAM-WHITE OAKSOUTH PROPERTY LINE PLANTING REQUIREMENTS PER AHJ:500-CANOPY TREES500-UNDERSTORY TREES3500-SHRUBS/NATIVE GRASSESTYP. SPECIES:-BUR OAK-AMERICAN HORNBEAM-SERVICEBERRY-EASTERN RED CEDAR-COMMON WHITCH HAZEL -FLOWERING DOGWOODEXISTING DITCH1" = 400'-0"1CAMPUS PLAN Copy 1 TYP.10 PARKING BAYSdatesheet titlesheet numberno.datedescriptionPRELIMINARY -NOT FOR CONSTRUCTIONkeyplanprojectrevisionsregistrationCONFIDENTIAL5/30/2025 12:28:03 PMNA2ENLARGED ENTRY PLANS DC1-DC2MARK-UPS03/13/25Project Name1" = 40'-0"1ENLARGED ENTRY PLAN - DC 1 PARKING PLANTINGPER CODE 10-5-3 (D)ALL AREAS ABUTTING PUBLIC/PRIVATE RIGHT-AWAY. MIN 7' OF LANDSCAPED AREA WITH 1 SHRUB/NATIVE GRASS PER 3' OF LANDSCAPE AREA LENGTHPER CODE 10-5-3 (E)PARKING END CAPS AT END OF PARKING BAYS ALONGDRIVE AISLES OR PEDESTRIAN CIRCULATION AREAS.MIN 1 CANOPY TREE AND 3 NATIVE GRASSES PER BAY SIZEPER CODE 10-5-3 (E)PARKING AREA ISLANDS EVERY 1O BAYSPARKING ENDCAPS REQUIRE:1 UNDERSTORY TREE PER PARKING BAY SIZE1. LOCATION: ALL OFF-STREET PARKING AREAS WHICH ABUT A PUBLIC OR PRIVATE RIGHT-OF-WAY, EXCLUDING ALLEYS, SHALL INCLUDE LANDSCAPE AND TREES AS REQUIRED BY THIS SECTION LOCATED BETWEEN THE BACK OF CURB OF THE OFF-STREET PARKING AREA AND THE RIGHT-OF-WAY.2. RIMETER LANDSCAPE SHALL BE ESTABLISHED ALONG THE EDGE OF THE OFF-STREET PARKING AREA AND HAVE A MINIMUM WIDTH OF SEVEN (7) FEET AS MEASURED FROM THE BACK OF CURB OF THE OFF-STREET PARKING AREA, TO ACCOMMODATE VEHICLE BUMPER OVERHANG AND ENSURE PLANTING AREAS THAT ARE ADEQUATE IN SIZE.A. ONE (1) SHRUB OR NATIVE GRASSES SHALL BE PLANTED FOR EVERY THREE (3) FEET OF LANDSCAPE AREA LENGTH.B. LANDSCAPED AREAS OUTSIDE OF SHRUBS/NATIVE GRASSES AND TREE MASSES SHALL BE PLANTED IN FINISHED GROUNDCOVER INCLUDING MULCH OR STONEWORK.PARKING LOT PERIMETER LANDSCAPE ZONE REQUIREMENTS Section 9 Traffic Impact Analysis 13737 Noel Road Suite 700 | Dallas, TX 75240 | burnsmcd.com Methodology Memorandum Project Understanding The proposed industrial development is in the City of Yorkville and District 3 of the Illinois Department of Transportation. T he site is generally located south of Baseline Road, North of Galena Road, east of Elda main Road, and west of IL 47. The project site is adjacent to both City and State maintained roadways which will require coordination with both interties. The purposes of the Traffic Impact Analysis (TIA) are to evaluate proposed traffic conditions under build and no-build conditions as it pertains to the proposed development. The TIA will be developed in accordance with the TIA Guidelines contained within the Yorkville, IL Unified Development Ordinance. The proposed scope of services will be performed for normal operating time periods and peak operating time periods. Scope of Services The following sections detail the proposed scope of work. The following guidelines will be followed in the preparation of the traffic impact analysis: · Highway Capacity Manual, 7th Edition · Institute of Transportation Engineers Trip Generation Manual, 11th Edition · Yorkville, IL Unified Development Ordinance Traffic Study Guidelines · IDOT Bureau of Design and Environmental Manual Project Information The proposed project site consists of approximately 1,000 acres of Data Center and supporting utility land uses. Two sizes of Data Center buildings are planned for the proposed development, consisting of fourteen (14) total buildings. These include: - Eleven (11) Data Centers at approximately 1,361,200 SF each - Three (3) Data Centers at approximately 780,000 SF each The proposed project site location in relation to Yorkville, IL and Montgomery, IL is shown in Figure 1. A Preliminary Site Plan is shown in Figure 2, depicting general footprint and proposed access locations for the development. Figure 1: Project Site Location 13737 Noel Road Suite 700 | Dallas, TX 75240 | burnsmcd.com Definition of the Study Area The proposed project site is abutted by three IDOT classified roadways and one locally classified roadway, including: · Hwy 47 – Classified as a Other Principal Arterial by IDOT · Galena Road – Classified as a Minor Arterial by IDOT · Ashe Road – Classified as a Minor Arterial by IDOT · Baseline Road – Classified as a Local Street by IDOT Figure 3 depicts the surrounding roadways as classified by IDOT. Figure 3: IDOT Roadway Classifications Additionally, abutting roadways to the project site are maintained by the following agencies, according to the IDOT Roadway Jurisdiction Map: · Hwy 47 – Maintained by IDOT · Galena Road – Maintained by Kendall County · Ashe Road – Maintained by Kendall County · Baseline Road – Maintained by Yorkville, IL Traffic Data Collection Traffic data collection will be performed for the periods from 7:00 AM-9:00 AM and 4:00 PM-6:00 PM at the following l ocations: · Study Int #1 – Eldamain Road at Baseline Road · Study Int #2 – IL 47 at Baseline Road · Study Int #3 – IL 47 at Galena Road · Study Int #4 – Eldamain Road at Galena Road Trip Generation Data Trips generated by the proposed development were calculated based upon the intended land use and density. Generated trips were calculated per Institute of Transportation Engineers (ITE) trip generation methodologies utilizing the current ITE Trip Generation Manual, 11th Edition. For the purposes of this assessment, Land Use Code 160 – Data Center was referenced. Table 1summarizes resulting trip generation projections for the proposed development considering each building’s respective size and quantity. 13737 Noel Road Suite 700 | Dallas, TX 75240 | burnsmcd.com Table 1: ITE Trip Generation Calculations Development Units AM Hour PM Hour Number of Buildings KSF Daily* Total* In* Out* Total* In** Out** 11 1,361.2 1,348 171 94 77 144 43 101 3 780 772 96 53 43 80 24 56 Total 17,144 2,169 1,193 976 1,824 545 1,279 Note: Trip Generation Calculations Presented per Building * Average Rate - Referenced Average Rate Equation based on few numbers of studies and less than 0.75 R2 - Weekday: Trips = 0.99 x (Units) - Weekday, AM Peak Hour of Adjacent Street: Trips = 0.11 x (Units) - Weekday, PM Peak Hour of Adjacent Street: Trips = 0.09 x (Units) ** Fitted Curve – Referenced Fitted Curve Equation based on an R2 greater than 0.75 - Weekday, AM Peak Hour of Adjacent Street: Trips = 0.13 x (Units) – 5.63 - Weekday, PM Peak Hour of Adjacent Street: Trips = 0.11 x (Units) – 5.65 Trip Distribution Assumptions Trip distribution for the Traffic Study will be approached through review of historical traffic volumes and collected intersection turning movement counts and based on the weighting of traffic demand from currently serviced volumes. Figure 4 depicts the most recent average daily traffic volume data available on IDOT’s online data portal. Figure 4: IDOT Average Annual Daily Traffic Volume [Accessed March 13th, 2025] Background Growth Rate Determination Future background traffic volume growth is anticipated to be based on correspondence with the Chicago Metropolitan A gency for Planning (CMAP). Following the Traffic Study Scoping Meeting, a request for CMAP growth rates will be prepared. No other area developments are known at this time. Potential area developments that could impact the study area will be requested during the Traffic Study Scoping Meeting. 13737 Noel Road Suite 700 | Dallas, TX 75240 | burnsmcd.com Intersection Capacity Analysis Intersection capacity analysis will be performed to Highway Capacity Manual methodologies using TrafficWare Synchro version 12. Analysis output files will be provided within the appendix of the report. A target LOS of D or better will be referenced for the purpose of considering traffic mitigation strategies. As part of the Traffic Study Scoping meeting, existing traffic signal timing sheets within the study area will be requested. In the event that traffic signal timings are not made available, the project team will reference the collected video-based traffic counts to observe typical existing traffic signal cycle-lengths and optimize software traffic signal timings to the phasing splits. Traffic Analysis Development The Traffic Study will be prepared according to the following outline: I. Introduction II. Project Conditions a. Land Uses b. Roadway System c. Traffic volumes d. Proposed Development i. Land Use Development ii. Roadway Development III. Traffic Forecasts a. Project Traffic Volumes i. Trip Generation ii. Trip Distribution and Assignment b. Background Traffic Volumes c. Future Traffic Volumes IV. Traffic Analysis a. Auxiliary Lane Analysis b. Traffic Signal Warrant Analysis (if necessary) c. Capacity Analysis i. Existing Scenario ii. Background Scenario iii. Future with Project Scenario iv. Potential Mitigation Scenario d. Queue Length Analysis e. Site Circulation f. Proposed Lane Configuration V. Conclusions Section 10 Stormwater Calculations Preliminary Drainage Memo Project Cardinal PROJECT NO. 182671 REVISION A MARCH 14, 2025 March 2025 Preliminary Drainage Memo Revision A 1 Overview The Subject Property is approximately 1,037 acres located in Yorkville, Kendall County, Illinois. The site boundaries are Baseline Road to the north, Galena Road to the south, Ashe Road to the west, and State Route 47 to the east. The proposed development is currently planned to include fourteen (14) data centers, two (2) owner substations, and one (1) ComEd switchyard. The result of these improvements is anticipated to add approximately 663 acres of impervious area. The existing site is primarily undeveloped and agricultural use. There are approximately six (6) acres near the northeast that are utilized for single family residential and a cell tower. The eastern portion of the site appears to drain east to Rob Roy Creek, while the northwestern portion drains west past Ashe Road and the southwestern / south central portion past Galena Road. The FEMA Flood Insurance Rate Map (FIRM) for the Subject Property shows that there are no floodplains within the site. The National Wetlands Inventory (NWI) shows a Riverine along the eastern boundary of the site (Rob Roy Creek). According to NRCS Web Soil Survey, the Subject Property is composed of several soil types. These various hydrologic soil groups determine the potential for stormwater runoff. Approximately 27.3% of the site is class C/D, 42.8% class C, and 29.9% class B/D, all of which have moderate to high runoff potential. Maps representing these findings are provided in Appendix D, E, and F. Drainage Narrative The site must follow the regulations set in the Kendall County Stormwater Management Ordinance and the stormwater specifications set in the City of Yorkville Unified Development Ordinance. These regulations require stormwater runoff to be limited to 0.15 cfs/acre in the 100-year storm event, 0.08 cfs/acre in the 25- year storm event, and 0.04 cfs/acre in the 2-year storm event. Additionally, stormwater must be discharged with less flow and in the same locations as prior to development . To meet the County and City requirements for the release rate, the site will be limited to 155.55 cfs in the 100-year event, 82.96 cfs in the 25-year event, and 41.48 cfs in the 2-year event. The proposed drainage plan will consist of multiple inter-connected open channels that tie into stormwater basins. The ComEd utility switchyard will also have a dedicated stormwater basin. The ponds will then be discharged to existing culverts along the western and southern boundaries, and to Rob Roy Creek to the east. Final building layouts and stormwater pond sizing are subject to change, but all ponds will be discharged at a rate in accordance with the County and City requirements noted above. Conclusion It is our opinion that the proposed stormwater management design is compliant with the Kendall County and City of Yorkville stormwater regulations. The proposed drainage channels and stormwater basins for the data centers, substations, and utility switchyard will provide sufficient storage and meet required discharge rates in the proposed condition. Appendix A – Project Location Map The National Map Advanced Viewer Map data © OpenStreetMap contributors, CC-BY-SA 3/13/2025, 1:35:24 PM 0 2,000 4,0001,000 ft 0 740 1,480370 m 1:36,112 USGS 2021 USGS Subject Property Appendix B – Aerial Map The National Map Advanced Viewer USDA, USGS The National Map: Orthoimagery. Data refreshed June, 2024. 3/13/2025, 1:36:21 PM 0 2,000 4,0001,000 ft 0 740 1,480370 m 1:36,112 USGS 2021 USGS Subject Property Appendix C – USGS Topographic Map The National Map Advanced Viewer Copyright:© 2013 National Geographic Society, i-cubed 3/13/2025, 1:35:00 PM 0 2,000 4,0001,000 ft 0 740 1,480370 m 1:36,112 USGS 2021 USGS Subject Property Appendix D – FEMA Flood Insurance Rate Map "# N NATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MAP NOTES TO USERS For information and questions about this Flood Insurance Rate Map (FIRM), available products associated with this FIRM, including historic versions, the current map date for each FIRM panel, how to order products, or the National Flood Insurance Program (NFIP) in general, please call the FEMA Map Information eXchange at 1-877-FEMA-MAP (1-877-336-2627) or visit the FEMA Flood Map Service Center website at https://msc.fema.gov. Available products may include previously issued Letters of Map Change, a Flood Insurance Study Report, and/or digital versions of this map. Many of these products can be ordered or obtained directly from the website. Communities annexing land on adjacent FIRM panels must obtain a current copy of the adjacent panel as well as the current FIRM Index. These may be ordered directly from the Flood Map Service Center at the number listed above. For community and countywide map dates, refer to the Flood Insurance Study Report for this jurisdiction. To determine if flood insurance is available in this community, contact your Insurance agent or call the National Flood Insurance Program at 1-800-638-6620. Basemap information shown on this FIRM was provided in digital format by USDA, Farm Service Agency (FSA). This information was derived from NAIP, dated April 11, 2018. SCALE Map Projection: GCS, Geodetic Reference System 1980; Vertical Datum: No elevation features on this FIRM Panel Contains: MAP NUMBER EFFECTIVE DATE COMMUNITY NUMBER PANEL PANEL 30 OF 225 0 1,000 2,000 3,000 4,000500 Feet 0 210 420 630 840105 Meters This map was exported from FEMA's National Flood Hazard Layer (NFHL) on 3/10/2025 7:13 PM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. For additional information, please see the Flood Hazard Mapping Updates Overview Fact Sheet at https://www.fema.gov/media-library/assets/documents/118418 This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards. This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. KENDALL COUNTY CITY OF YORKVILLE KANE COUNTY CITY OF PLANO 170341 170347 170896 170346 0030 0030 0030 0030 17093C0030G February 04, 2009 For information about the specific vertical datum for elevation features, datum conversions, or vertical monuments used to create this map, please see the Flood Insurance Study (FIS) Report for your community at https://msc.fema.gov SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR DRAFT FIRM PANEL LAYOUT OTHER FEATURES FLOOD HAZARD INFORMATION Without Base Flood Elevation (BFE) Zone A, V, A99 With BFE or Depth Zone AE, AO, AH, VE, AR Regulatory Floodway 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mile Zone X Future Conditions 1% Annual Chance Flood Hazard Zone X Area with Reduced Flood Risk due to Levee See Notes Zone X Area with Flood Risk due to Levee Zone D NO SCREEN Area of Minimal Flood Hazard Zone X Area of Undetermined Flood Hazard Zone D Channel, Culvert, or Storm Sewer Levee, Dike, or Floodwall Cross Sections with 1% Annual Chance 17.5 Water Surface Elevation Coastal Transect Coastal Transect Baseline Profile Baseline Hydrographic Feature Base Flood Elevation Line (BFE) Limit of Study Jurisdiction Boundary 8 Effective LOMRs GENERAL STRUCTURES OTHER AREAS OTHER AREAS OF FLOOD HAZARD SPECIAL FLOOD HAZARD AREAS B 20.2 1 inch = 1,000 feet 1:12,000 88°30'W 41°44'22.65"N 88°26'14.16"W 41°40'11.3"N Subject Property Appendix E – National Wetland Inventory Map Wetlands U.S. Fish and Wildlife Service, National Standards and Support Team, wetlands_team@fws.gov Wetlands Estuarine and Marine Deepwater Estuarine and Marine Wetland Freshwater Emergent Wetland Freshwater Forested/Shrub Wetland Freshwater Pond Lake Other Riverine March 10, 2025 0 0.7 1.40.35 mi 0 1 20.5 km 1:40,817 This page was produced by the NWI mapper National Wetlands Inventory (NWI) This map is for general reference only. The US Fish and Wildlife Service is not responsible for the accuracy or currentness of the base data shown on this map. All wetlands related data should be used in accordance with the layer metadata found on the Wetlands Mapper web site. Subject Property Appendix F – Hydrologic Soil Groups Map Hydrologic Soil Group—Kane County, Illinois, and Kendall County, Illinois Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 3/10/2025 Page 1 of 546178004618200461860046190004619400461980046202004617800461820046186004619000461940046198004620200376100376500376900377300377700378100378500378900379300379700380100 376100 376500 376900 377300 377700 378100 378500 378900 379300 379700 380100 41° 43' 32'' N 88° 29' 23'' W41° 43' 32'' N88° 26' 23'' W41° 42' 5'' N 88° 29' 23'' W41° 42' 5'' N 88° 26' 23'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 16N WGS84 0 500 1000 2000 3000 Feet 0 250 500 1000 1500 Meters Map Scale: 1:19,100 if printed on A landscape (11" x 8.5") sheet. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B B/D C C/D D Not rated or not available Soil Rating Points A A/D B B/D C C/D D Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:12,000. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Kane County, Illinois Survey Area Data: Version 18, Aug 21, 2024 Soil Survey Area: Kendall County, Illinois Survey Area Data: Version 21, Aug 21, 2024 Your area of interest (AOI) includes more than one soil survey area. These survey areas may have been mapped at different scales, with a different land use in mind, at different times, or at different levels of detail. This may result in map unit symbols, soil properties, and interpretations that do not completely agree across soil survey area boundaries. Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Aug 3, 2019—Aug 24, 2019 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Hydrologic Soil Group—Kane County, Illinois, and Kendall County, Illinois Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 3/10/2025 Page 2 of 5 Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 206A Thorp silt loam, 0 to 2 percent slopes C/D 0.0 0.0% 679A Blackberry silt loam, 0 to 2 percent slopes C 0.1 0.0% 679B Blackberry silt loam, 2 to 5 percent slopes C 0.0 0.0% Subtotals for Soil Survey Area 0.1 0.0% Totals for Area of Interest 1,101.1 100.0% Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 59A Lisbon silt loam, 0 to 2 percent slopes C/D 194.9 17.7% 60B2 La Rose silt loam, 2 to 5 percent slopes, eroded C 24.4 2.2% 60C2 La Rose silt loam, 5 to 10 percent slopes, eroded C 35.2 3.2% 104A Virgil silt loam, 0 to 2 percent slopes B/D 15.1 1.4% 148C2 Proctor silt loam, 5 to 10 percent slopes, eroded B 3.5 0.3% 149A Brenton silt loam, 0 to 2 percent slopes B/D 126.2 11.5% 152A Drummer silty clay loam, 0 to 2 percent slopes B/D 104.6 9.5% 154A Flanagan silt loam, 0 to 2 percent slopes C/D 12.4 1.1% 191A Knight silt loam, 0 to 2 percent slopes C/D 15.5 1.4% 198A Elburn silt loam, 0 to 2 percent slopes B/D 66.7 6.1% 206A Thorp silt loam, 0 to 2 percent slopes C/D 66.8 6.1% 330A Peotone silty clay loam, 0 to 2 percent slopes C/D 10.9 1.0% 356A Elpaso silty clay loam, 0 to 2 percent slopes B/D 13.4 1.2% 512A Danabrook silt loam, 0 to 2 percent slopes C 61.4 5.6% Hydrologic Soil Group—Kane County, Illinois, and Kendall County, Illinois Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 3/10/2025 Page 3 of 5 Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 512B Danabrook silt loam, 2 to 5 percent slopes C 155.7 14.1% 663A Clare silt loam, 0 to 2 percent slopes C 4.4 0.4% 663B Clare silt loam, 2 to 5 percent slopes C 90.1 8.2% 667B Kaneville silt loam, 2 to 5 percent slopes C 0.0 0.0% 668B Somonauk silt loam, 2 to 5 percent slopes C 0.6 0.1% 679A Blackberry silt loam, 0 to 2 percent slopes C 78.7 7.1% 679B Blackberry silt loam, 2 to 5 percent slopes C 20.5 1.9% Subtotals for Soil Survey Area 1,100.9 100.0% Totals for Area of Interest 1,101.1 100.0% Hydrologic Soil Group—Kane County, Illinois, and Kendall County, Illinois Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 3/10/2025 Page 4 of 5 Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Hydrologic Soil Group—Kane County, Illinois, and Kendall County, Illinois Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 3/10/2025 Page 5 of 5 Section 11 Security Fencing Security Fencing Project Cardinal PROJECT NO. 182671 RE V ISION A MARCH 14, 2025 March 2025 Security Fencing Revision A 1 Pioneer Development Proposed Security Fence Details Option A: Ameristar Perimeter Security USA Inc 1. Product Name: Ameristar Impasse II 2. Description: Ornamental high security fence system 3. Fence Height: 10’-0” overall including foundation elements 4. Finish/Color: Power coated black (all elements) Option B: Betafence USA (Guardiar) 1. Product Name: Palisade 2. Description: Ornamental high security fence system 3. Fence Height: 10’-0” overall including foundation elements 4. Finish/Color: Powder coated black (all elements) Appendix A – Ameristar Impasse II AMERISTARFENCE.COM | 800-321-8724 FENCE PRODUCTS HIGH SECURITY STEEL PALISADE FENCING 2 Learn more online at ameristarfence.com or by calling 800.321.8724 AESTHETIC APPEAL. UNPARALLELED PROTECTION. Traditional security fences of chain link or wire mesh are no longer enough to meet todays increased security demands. Ameristar’s Impasse II security fence offers the resistive strength of heavy-duty steel pales secured vertically to a framework of specially formed rails and I-beam posts. The stylish design of the Impasse II, combined with its strength and security, provides a successful first line of defense. 3IMPASSE II ® | High Security Steel Palisade Fence AESTHETIC APPEAL. UNPARALLELED PROTECTION. Primary applications for Impasse II ornamental steel fence systems include: Military Sites Government Facilities Petroleum & Chemical Facilities Power Plants & Substations Airports Data Centers Ports of Entry Water Treatment & Storage j j j j j j j j 4 Learn more online at ameristarfence.com or by calling 800.321.8724 STRONGHOLD™ TRIDENT ™ The Impasse Trident pale rises above the topmost rail and terminates with a menacing triple-pointed splayed spear tip. The intimidating look of the Trident corrugated pale is a visual deterrent to any who would dare to intrude. 3-RAIL PANELS | 6', 7', 8', 9' & 10' HEIGHTS 2-RAIL PANELS | 6', 7' & 8' HEIGHTS The blunt, slightly rounded tip of the Stronghold offers strength when necessary, while providing safety and security to the general public. The Stronghold features the same structural configurations of its high-security counterparts. 3-RAIL PANELS | 6', 7', 8', 9' & 10' HEIGHTS 2-RAIL PANELS | 6', 7' & 8' HEIGHTS j j j j HIGH SECURITY STEEL PALISADE FENCE 5IMPASSE II ® | High Security Steel Palisade Fence ANTI-SCALE OPTION Gauntlet is designed with high-tensile steel corrugated pales that rise above the topmost rail with an outward curve and terminate with a triple-pointed splayed spear tip. The outward curved pales discourage attempts to gain access by would be intruders. 3-RAIL PANELS | 7', 8', 9' & 10' HEIGHTS 2-RAIL PANELS | 7' & 8' HEIGHTS j j 8¾" GAUNTLET ™ 2.75"w x 14ga PALES | 2" x 2" x 11ga RAILS | 3" x 2.75" x 12ga & 4" x 2.75" x 11ga I-BEAM POSTS The Impasse II Anti-Scale fence system has decreased pale spacing, which helps deter the assailant from climbing, and increases the delay time when trying to cut or pry through the fence. COLOR OPTIONS BLACK SANDBRONZE WHITE Custom colors also available 6 Learn more online at ameristarfence.com or by calling 800.321.8724 Impasse II is protected by the unique PermaCoat process. Our PRE-GALVANIZED STEEL BASE MATERIAL is subjected to an 11-STAGE PROCESS to cleanse & prepare the steel for a DUAL TOP-COAT FINISH. PermaCoat’s corrosion resistant abilities far surpass those of painted surfaces and have a “no-mar” polyester powder top coat. This dual coating not only provides RESISTANCE FROM WEATHERING but also reduces scratch & burnishing marks typically encountered during shipping. EPOXY POWDER COAT Epoxy powder is electrostatically applied EPOXY GEL OVEN Powder is gelled & cured to finish coat FINISH CURING OVEN Seals finish for years of maintenance free use POLYESTER POWDER TGIC powder is electro-statically applied 4 PHOSPHATE RINSE Corrosion resistant layer that assists in bonding powder coating CLEAR WATER RINSE A bit of clean H2O to prep for the next phase ALKALINE WASH Cleans metal for proper adhesion of zinc phosphate 1 2 8 9 10 11 3 4 FIXIDINE RINSE Rinses excess alkaline prior to zinc phosphate application DOUBLECOATINGPRE-TREATMENT PERMACOAT ™ 7IMPASSE II ® | High Security Steel Palisade Fence ONCE COMPLETED, THESE 7-STAGES WILL HAVE REMOVED EVERYTHING FROM THE SURFACE OF THE STEEL THAT MIGHT INHIBIT THE FINISH FROM PROPERLY ADHERING DURING THE NEXT 4-STAGES OF THE COATING PROCESS.CORROSIONTESTING5 6 7 DRYING OVEN Eliminates all moisture prior to double coating CLEAR WATER RINSE Final wash in H2O to remove any excess debris or particles NON-CHROMATE SEAL Barrier to prevent moisture from reaching base metal 3,500 HOURS PERMACOAT PROCESS Zinc Phosphate + Epoxy Powder Coat + Polyester Powder Coat 1,500 HOURS SINGLE COAT PROCESS Zinc Phosphate + Polyester Powder Coat 200 HOURS SINGLE COAT PROCESS Iron Phosphate + Polyester Powder Coat 168 HOURS PRIMED & PAINTED STEEL 100 HOURS PAINTED STEEL Corrosion occurs more easily without the proper preparation & protection, which is why Ameristar has put our fence products to the test based on ASTM B117 standards. The results speak for themselves. 8 Learn more online at ameristarfence.com or by calling 800.321.8724 Impasse II panels and posts are manufactured using HIGH-TENSILE PRE-GALVANIZED G-90 STEEL. Each component has been ROLL-FORMED into a unique profile that yields significant strength properties. Impasse II’s distinct design enables the fence to TRAVERSE AGGRESSIVE CHANGES IN GRADE IN ORDER TO MAINTAIN SECURITY along any perimeter. Each connection point of the Impasse II system is secured with TAMPER-PROOF FASTENERS providing the HIGHEST LEVEL OF SECURITY & VERSATILITY. PERMACOAT ™ PRIVACY SCREENING OPTION A security fence should cover multiple aspects of perimeter security, which is why Ameristar created the steel privacy screening option for its Impasse high security fence system. Secured by each adjacent pale, the overlapping design achieves the maximum level of opacity for visual screening. FASTENER Security fastener prevents tampering or removal by typical tools POST CAP Cast aluminum cap adds beauty and provides closure I-BEAM POST Specifically formed I-beam; pre-punched for rail attachment with pass through integrated design features HIGH STRENGTH RAIL Specifically formed for strength through architectural shape; lower lip contoured to conceal & carry security elements such as anti-ram cabling, IDS, etc. STEEL PALES Specifically formed high strength corrugated architectural shape resists prying or bending; bolt holes are recessed to prevent bolt head from chiseling Impasse II Gauntlet shown IMPASSABLE DESIGN 9IMPASSE II ® | High Security Steel Palisade Fence PRIVACY SCREENING OPTION When installing these security elements use Impasse II as a platform: Communication & Video Cables Intrusion Detection / Fiber Optic Cables Access Control Wiring Conduits Anti-Ram Cabling (Stalwart IS) j j j j j DESIGN INTEGRATION The Impasse II framework is a raceway for wiring, conduits & security cabling required around the perimeter of a project. This integrated design eliminates the need for costly trenching & boring becoming a value added solution for perimeter security upgrades. (inside of rail shown above / view from protected side) RAKEABLE VS STAIR-STEP Biasability at a minimum of 25% that requires no additional assembly. This unique feature eliminates unsightly stair-stepping panels. Fully rakeable panels Stair-stepping panels Ameristar is committed to providing products that meet the Buy American Act Ameristar products have the opportunity to earn LEED points Certified by the US Department of Homeland Security as a method of risk management against acts of terrorism Ameristar’s Impasse II is backed by over 30 years of excellence in the fencing industry 10 Learn more online at ameristarfence.com or by calling 800.321.8724 Stalwart IS unites the strongest security fence available with the most widely used anti-ram perimeter barrier. The appearance of Stalwart IS is a great visual deterrent that delivers strength and fortitude for keeping any assailant from easily breaching the perimeter. Stalwart IS offers multiple anti-ram ratings. Each installation can be designed with the most appropriate standoff distance from the asset. ARCHITECTURAL SUPPORT SOLUTION SPECIALISTS Ameristar’s Project Solution Specialists are experienced in every facet of perimeter security design. Our goal is to assist the architectural community in finding the best perimeter & entry solutions for their projects. Ameristar’s extensive library of project photos, CAD drawings, architectural specifications & project budget quotes are just a few of the services our team offers to complete your project design. & ANTI-RAM BARRIER + SECURITY FENCE 11IMPASSE II ® | High Security Steel Palisade Fence &SLIDE GATES SWING GATES Egress & ingress requirements are unique to each application. Managing traffic flow & usage demands are of the utmost importance, which is why Impasse II is manufactured in a variety of gate types built to balance function, security & beauty. Ameristar Transport™ & Passport™ sliding gates perfectly match the perimeter fence system to create a seamless & stunning design while exuding a commanding presence of security built to unite perimeter and entry. AMERISTARFENCE.COM | 800-321-8724 FENCE PRODUCTS KNOWLEDGE & EXPERIENCE Ameristar was chartered over 30 years ago in response to the demand by consumers & specifiers for specialty fence products. Ameristar offers an aesthetically pleasing product that is both high in quality & affordability. This has been achieved by maximizing high-volume productivity, increasing product design strength, and promoting simplistic installation. PROVEN CAPABILITY Ameristar’s integrated in-house process & extensive raw material inventory results in much improved productivity and availability compared to the competition. By having a vast finished goods inventory, Ameristar is capable of delivering finished products faster than competitors who sublet the majority of their operations. INDUSTRY LEADERSHIP Over the years Ameristar has continually raised the bar across the board in the manufacturing of high quality, innovative fencing products. Our demonstrated commitment to upholding higher values translates into superior products that go far beyond merely meeting minimum industry standards. WHY CHOOSE AMERISTAR Ameristar's world headquarters, manufacturing & coil processing facilities in Tulsa, Oklahoma, USA. LEGEND ★ Ameristar Headquarters ● Sales & Service Centers #9718 | REVISED 10/2021 Appendix B – Betafence Palisade PUBLIC SPACES & BUILDINGS LOW HIGH DESIGN BENEFITS Deter and delay The Palisade system presents an architecturally-pleasing security barrier designed to deter attacks and discourage scaling. The high-strength steel construction delays intrusion attempts by enough time for security response teams to deploy effectively. Fast and flexible installation Because of its unique rail support, Palisade is fast and easy to install, even on sloping surfaces. Depending on security requirements, rail and post spacing is fully customizable. Seamless integration This barrier solution can be integrated with Intrusion Detection and other electronic security components, protecting cabling through a raceway of steel rails within the framework of the Palisade Fence System. Anti-ram barrier add on available Anti-Ram Barriers can be integrated into Palisade or installed as a stand-alone solution providing formidable resistance to vehicular attack. INFRASTRUCTURE& TRANSPORT DISSUASION FACTORIES &LOGISTICS EDUCATIONALFACILITIES • Flexible and fast installation • Integration-ready raceways • Covers a wide range of protection requirements • 15 Year warranty • Superior anti-corrosion coatings DELAY DETERRENT Palisade ARCHITECTURAL SECURITY BARRIER Product detail Security level FunctionalitiesApplications Pinnacle Round Top Defender Splayed Pinnacle Splayed PALISADE STANDARD CONFIGURATIONS Panel Height Pales Air Spacing Rails Posts 8’, 10’15 ga.3-1/4” 2” TS x 14 ga.3” TS x 12 ga 4” TS x 11 ga. Complete Range Panels Panels feature strong and secure steel pales available in two designs depending on security and architectural requirements. Available in 8’ and 10’ heights. Posts and rails Panels are installed on rails in front of the posts, allowing for a finished and seamless appearance. This configuration allows for faster installation – and means that exact post spacings are not a requirement. Gates Choose from a wide range of gate styles including pedestrian and vehicular swing gates, as well as slide and cantilever gates. Superior Coating Palisade panels and gates are manufactured with galvanized tubular steel, then protected by Betafence’s exclusive Super-Durable powder coating. This coating provides longer protection from U.V. rays and salt spray than either E-Coat or standard polyester coatings. Surveillance friendly Surveillance systems have unobstructed visibility of activity behind the fence. Warranty Palisade is backed by a 15-Year Manufacturer’s Warranty, giving you the peace of mind that the world’s leading producer of fencing stands behind this product.211223betafence.com/contact Betafence 3309 SW Interstate 45, Ennis, TX 75119 USA Tel: +1 972 878 7000 | +1 888 650 4766 Betafence is the world market leader in fencing solutions, access control and detection for perimeter protection. All Betafence companies and product names are trademarks owned by PRÆSIDIAD Group Limited. Modification in products and assortment are subject to change without prior notice. Proud to be a PRÆSIDIAD brand, Betafence is part of a global network, working alongside Guardiar and Hesco as a leader in perimeter security systems and solutions. For more information please visit praesidiad.com. Section 12 Annexation Map Section 13 Legal Description 1 PINS BY OWNER Galena & 47TH LLC, MPLIV10 LLC PIN: 02-05-300-003 CITY OF YORKVILLE PIN: 02-04-300-032 CITY OF YORKVILLE PIN: 02-04-300-024 CITY OF YORKVILLE PIN: 02-05-400-021 CITY OF YORKVILLE PIN: 02-09-100-031 CITY OF YORKVILLE PIN: 02-09-100-030 CITY OF YORKVILLE Sanjay & Sameer Gupta PIN: 02-04-100-015 CITY OF YORKVILLE PIN: 02-05-200-007 UNINCORPORATED The Konicek Family Limited Partnership PIN: 02-06-100-022 UNINCORPORATED DALE L. KONICEK, LLC PIN: 02-06-200-002 CITY OF YORKVILLE PIN: 02-05-400-022 CITY OF YORKVILLE PIN: 02-05-200-006 CITY OF YORKVILLE PIN: 02-04-100-016 CITY OF YORKVILLE PIN: 02-06-400-008 UNINCORPORATED PIN: 02-06-200-003 UNINCORPORATED PIN: 02-05-100-003 UNINCORPORATED PIN: 02-05-100-005 UNINCORPORATED PIN: 02-05-400-009 CITY OF YORKVILLE PIN: 02-04-300-018 CITY OF YORKVILLE PIN: 02-04-300-017 CITY OF YORKVILLE LEGAL DESCRIPTION OWNER: Sanjay & Sameer Gupta PARCEL 1: THAT PART OF LOT 2 OF THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT OF THE GOVERNMENT SURVEY OF SAID SECTION 5 DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT 2; THENCE WEST 40 CHAINS (RECORD), 2652.01 FEET (MEASURED) TO THE SOUTHWEST CORNER OF SAID LOT 2; THENCE NORTH 38 1/2 LINKS (RECORD), 24.51 FEET (MEASURED) TO THE SOUTH BANK OF A DITCH; THENCE SOUTH 89 DEGREES 30 MINUTES EAST (RECORD), NORTH 88 DEGREES 05 MINUTES 41 SECONDS EAST (MEASURED), 2593.76 FEET (MEASURED) TO THE POINT OF BEGINNING; THENCE NORTH 01 DEGREES 54 MINUTES 03 SECONDS WEST, 232.55 FEET TO A POINT ON A NON-TANGENT CURVE; THENCE NORTHEASTERLY 68.93 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 533.00 FEET AND WHOSE CHORD BEARS NORTH 59 DEGREES 57 MINUTES 33 SECONDS EAST, 68.88 FEET TO A POINT ON THE EAST LINE OF SAID LOT 2; THENCE SOUTH 01 DEGREES 16 MINUTES 25 SECONDS EAST ALONG SAID EAST LINE, 265.04 FEET TO THE SOUTHEAST CORNER OF SAID LOT 2; THENCE SOUTH 88 DEGREES 05 MINUTES 41 SECONDS WEST, 57.84 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. PARCEL 2: THAT PART OF LOT 2 OF THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT OF THE 2 GOVERNMENT SURVEY OF SAID SECTION 4 DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION; THENCE SOUTH ON THE SECTION LINE 26.80 CHAINS; THENCE EAST PARALLEL WITH THE NORTH LINE OF SAID SECTION, 14.30 CHAINS; THENCE IN A NORTHEASTERLY DIRECTION TO A POINT ON THE NORTH LINE OF SAID SECTION, 20.67 CHAINS EAST OF THE POINT OF BEGINNING; THENCE WEST ALONG THE SECTION LINE TO THE POINT OF BEGINNING; EXCEPTING THEREFROM THAT PART OF LOT 2 LYING WESTERLY OF THE FOLLOWING DESCRIBED LINE; BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 2; THENCE NORTH 01 DEGREES 16 MINUTES 25 SECONDS WEST, ALONG THE WEST LINE OF SAID LOT 2, A DISTANCE OF 265.04 FEET TO A POINT ON A NON-TANGENT CURVE; THENCE NORTHEASTERLY 531.35 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 533.00 FEET AND WHOSE CHORD BEARS NORTH 27 DEGREES 41 MINUTES 44 SECONDS EAST, 509.62 FEET TO A POINT OF TANGENCY, THENCE NORTH 00 DEGREES 51 MINUTES 49 SECONDS WEST 150.53 FEET, THENCE NORTH 89 DEGREES 08 MINUTES 11 SECONDS EAST, PERPENDICULAR TO THE LAST DESCRIBED LINE, 110.00 FEET; THENCE NORTH 00 DEGREES 51 MINUTES 49 SECONDS WEST PERPENDICULAR TO THE LAST DESCRIBED LINE, 912.39 FEET TO A POINT ON THE NORTH LINE OF SAID LOT 2, SAID POINT BEING 364.44 FEET EAST OF THE NORTHWEST CORNER OF SAID SECTION 4 (AS MEASURED ALONG SAID NORTH LINE) AND SAID POINT ALSO BEING THE POINT OF TERMINUS; IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. OWNER: Galena & 47th LLC and MPLIV10LLC PARCEL 1: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 4 AND THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE SOUTH 01 DEGREE 19 MINUTES 09 SECONDS EAST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER, 990.0 FEET (15 CH.) TO THE NORTHEAST CORNER OF LANDS DESCRIBED IN BOOK 163 AT PAGE 473; THENCE SOUTH 01 DEGREE 19 MINUTES 09 SECONDS EAST ALONG SAID EAST LINE, 1.84 FEET TO A POINT ON THE SOUTHERLY LINE OF LANDS DESCRIBED IN BOOK 152 AT PAGE 392; THENCE SOUTH 87 DEGREES 52 MINUTES 56 SECONDS WEST ALONG SAID SOUTHERLY LINE AND THE WESTERLY EXTENSION THEREOF, 1722.34 FEET TO ITS INTERSECTION WITH THE WESTERLY LINE OF THE RIGHT-OF-WAY OF ILLINOIS ROUTE 47 AS RECORDED IN DOCUMENT 907257 FOR A POINT OF BEGINNING; THENCE SOUTH 00 DEGREES 09 MINUTES 41 SECONDS EAST ALONG SAID WESTERLY LINE, 128.76 FEET; THENCE NORTH 89 DEGREES 50 MINUTES 19 SECONDS EAST ALONG SAID WESTERLY LINE, 10.0 FEET; THENCE SOUTH 00 DEGREES 09 MINUTES 41 SECONDS EAST ALONG SAID WESTERLY LINE, 787.46 FEET; THENCE SOUTHERLY ALONG SAID WESTERLY LINE, BEING A CIRCULAR CURVE HAVING A RADIUS OF 1596.42 FEET CONCAVE TO THE WEST, THE CHORD OF WHICH BEARS SOUTH 13 DEGREES 43 MINUTES 37 SECONDS WEST, 773.94 FEET TO ITS INTERSECTION WITH THE SOUTH LINE OF SAID SOUTHWEST QUARTER, SAID POINT BEARING NORTH 87 DEGREES 56 MINUTES 55 SECONDS EAST, 719.99 FEET FROM THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE CONTINUING SOUTHERLY ALONG SAID WESTERLY LINE, BEING A CIRCULAR CURVE HAVING A RADIUS OF 1596.42 FEET CONCAVE TO THE WEST, THE CHORD OF WHICH BEARS SOUTH 31 DEGREES 17 MINUTES 50 SECONDS WEST, 205.17 FEET; THENCE SOUTH 34 DEGREES 58 MINUTES 45 SECONDS WEST ALONG SAID WESTERLY LINE, 88.42 FEET TO THE CENTER LINE OF THE CHICAGO-GALENA ROAD; THENCE NORTH 74 DEGREES 20 MINUTES 53 SECONDS WEST, 41.71 FEET TO AN EASTERLY LINE OF SAID LANDS DESCRIBED IN BOOK 152 AT PAGE 392; THENCE NORTH 29 DEGREES 07 MINUTES 39 SECONDS EAST ALONG SAID EASTERLY LINE, 267.87 FEET TO SAID SOUTH LINE OF SAID 3 SOUTHWEST QUARTER; THENCE NORTH 87 DEGREES 56 MINUTES 55 SECONDS EAST ALONG SAID SOUTH LINE, 9.74 FEET TO A POINT ON THE WESTERLY LINE OF SAID LANDS DESCRIBED IN BOOK 163 AT PAGE 473; THENCE NORTH 27 DEGREES 39 MINUTES 29 SECONDS EAST ALONG SAID WESTERLY LINE, 366.26 FEET; THENCE NORTH 00 DEGREES 54 MINUTES 29 SECONDS EAST ALONG SAID WESTERLY LINE, 756.55 FEET; THENCE DEPARTING FROM SAID WESTERLY LINE NORTH 02 DEGREES 12 MINUTES 23 SECONDS EAST, 581.48 FEET TO A POINT OF THE SOUTHERLY LINE OF SAID LANDS DESCRIBED IN BOOK 163 AT PAGE 473; THENCE NORTH 87 DEGREES 52 MINUTES 56 SECONDS EAST ALONG SAID SOUTHERLY LINE, 22.15 FEET TO THE POINT OF BEGINNING IN KENDALL COUNTY, ILLINOIS. PARCEL 2: THAT PART OF THE SOUTHEAST 1/4 OF SECTION 5, THAT PART OF THE SOUTHWEST 1/4 OF SECTION 4, THAT PART OF THE NORTHEAST 1/4 OF SECTION 8 AND THAT PART OF THE NORTHWEST 1/4 OF SECTION 9, ALL IN TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE IRON ROD MONUMENTING THE SOUTHEAST CORNER OF SECTION 5; THENCE NORTH 01 DEGREE 15 MINUTES 55 SECONDS WEST ALONG THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 5, A DISTANCE OF 1,550.82 FEET; THENCE NORTH 88 DEGREES 44 MINUTES 05 SECONDS EAST 409.15 FEET PERPENDICULAR TO THE LAST DESCRIBED COURSE TO THE POINT OF BEGINNING; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST 221.96 FEET; THENCE NORTH 37 DEGREES 44 MINUTES 29 SECONDS EAST 115.96 FEET; THENCE SOUTH 89 DEGREES 12 MINUTES 43 SECONDS EAST 196.55 FEET TO THE CENTERLINE OF THE ROB ROY DITCH; THENCE SOUTH 02 DEGREES 13 MINUTES 10 SECONDS WEST 1,336.52 FEET ALONG SAID CENTERLINE; THENCE SOUTH 29 DEGREES 12 MINUTES 38 SECONDS WEST 600.81 FEET TO THE CENTERLINE OF GALENA ROAD AS NOW ESTABLISHED; THENCE NORTH 73 DEGREES 55 MINUTES 29 SECONDS WEST ALONG SAID CENTERLINE 677.76 FEET; THENCE NORTH 02 DEGREES 56 MINUTES 50 SECONDS WEST 348.47 FEET; THENCE NORTH 16 DEGREES 11 MINUTES 58 SECONDS EAST 599.13 FEET; THENCE NORTH 28 DEGREES 26 MINUTES 55 SECONDS EAST 750.54 FEET TO THE POINT OF BEGINNING, ALL IN KENDALL COUNTY, ILLINOIS. PARCEL 3: THAT PART OF THE WEST HALF OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 5; THENCE NORTHERLY ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER 642.93 FEET TO A POINT WHICH IS 162.00 FEET SOUTHERLY OF THE ORIGINAL CENTER LINE OF GALENA ROAD; THENCE WESTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 102 DEGREES 56 MINUTES 02 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM, 100.00 FEET TO A POINT WHICH IS 169.50 FEET, AS MEASURED PARALLEL WITH SAID EAST LINE SOUTHERLY OF SAID ORIGINAL CENTER LINE TO THE POINT OF BEGINNING; THENCE NORTHERLY PARALLEL WITH SAID EAST LINE, 14.66 FEET TO THE PRESENT CENTER LINE OF GALENA ROAD AS DEPICTED ON A PLAT RECORDED JUNE 5, 1964 AS DOCUMENT NUMBER 145193; THENCE WESTERLY ALONG SAID PRESENT CENTER LINE, 1675.69 FEET TO A POINT OF CURVATURE; THENCE WESTERLY ALONG SAID PRESENT CENTER LINE BEING ALONG A TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 42,975.00 FEET, 933.19 FEET; THENCE WESTERLY, ALONG SAID PRESENT CENTER LINE, 64.12 FEET TO THE WEST LINE OF SAID SOUTHWEST QUARTER; THENCE NORTHERLY ALONG SAID WEST LINE, 957.16 FEET TO THE NORTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTHERLY ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 5, 920.88 FEET TO A POINT WHICH IS 2,316.00 FEET SOUTHERLY OF THE NORTHWEST CORNER OF SAID NORTHWEST 4 QUARTER; THENCE EASTERLY, 2,651.03 FEET TO A POINT ON THE EAST LINE OF SAID WEST HALF WHICH IS 2,326.70 FEET SOUTHERLY OF THE NORTHEAST CORNER OF SAID NORTHWEST QUARTER; THENCE SOUTHERLY ALONG THE EAST LINE OF SAID WEST HALF, 2,686.96 FEET TO SAID ORIGINAL CENTER LINE; THENCE WESTERLY ALONG SAID ORIGINAL CENTER LINE, 101.94 FEET TO THE POINT OF BEGINNING, IN BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS. OWNER: Dale L. Konicek, LLC TRACT 1: THAT PART OF THE EAST HALF OF SECTION 5 AND THAT PART OF THE WEST HALF OF SECTION 4, ALL IN TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE IRON PIPE MONUMENT THE SOUTHEAST CORNER OF SAID SECTION 5; THENCE NORTH 01 DEGREE 15 MINUTES 55 SECONDS WEST ALONG THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 5, A DISTANCE OF 1730.13 FEET TO THE POINT OF BEGINNING; THENCE NORTH 89 DEGREES 27 MINUTES 29 SECONDS WEST 362.35 FEET; THENCE NORTH 00 DEGREES 32 MINUTES 31 SECONDS EAST 2025.23 FEET TO THE SOUTHERLY LINE OF COMMONWEALTH EDISON COMPANY PROPERTY DESCRIBED IN DOCUMENT 73-2720; THENCE NORTH 87 DEGREES 56 MINUTES 31 SECONDS EAST ALONG SAID SOUTHERLY LINE 1,222.89 FEET TO THE CENTERLINE OF ROB ROY DITCH; THENCE SOUTH 03 DEGREES 43 MINUTES 10 SECONDS EAST ALONG SAID CENTERLINE 577.07 FEET; THENCE SOUTH 01 DEGREE 49 MINUTES 41 SECONDS WEST ALONG SAID CENTERLINE 298.55 FEET; THENCE NORTH 89 DEGREES 00 MINUTES 53 SECONDS EAST 15.64 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 47 PER DOCUMENT 907256 AND 907257; (THE NEXT 5 CALLS ARE ALONG SAID WESTERLY RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 47 PER DOCUMENT 907256 AND 907257) THENCE SOUTH 00 DEGREES 09 MINUTES 46 SECONDS EAST 170.64 FEET; THENCE NORTH 89 DEGREES 50 MINUTES 14 SECONDS EAST 10.00 FEET; THENCE SOUTH 00 DEGREES 09 MINUTES 46 SECONDS EAST 1,000.00 FEET; THENCE SOUTH 89 DEGREES 50 MINUTES 14 SECONDS WEST 10.00 FEET; THENCE SOUTH 00 DEGREES 09 MINUTES 46 SECONDS EAST 36.62 FEET; THENCE NORTH 89 DEGREES 27 MINUTES 29 SECONDS WEST 925.95 FEET TO THE POINT OF BEGINNING, ALL IN KENDALL COUNTY, ILLINOIS. TRACT 2: THAT PART OF THE NORTHWEST QUARTER OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7 EAST, LYING NORTHERLY OF A LINE EXTENDING EASTERLY FROM A POINT ON THE WEST LINE OF SAID NORTHWEST QUARTER, 2316 FEET SOUTH OF THE NORTHWEST CORNER OF SAID SECTION 5, TO A POINT ON THE NORTH AND SOUTH CENTERLINE OF SAID SECTION, 2326.7 FEET SOUTH OF THE NORTHWEST CORNER OF SAID SECTION AND LYING SOUTHERLY OF THE COMMONWEALTH EDISON COMPANY RIGHT OF WAY LINE PURSUANT TO DOCUMENT 73-2720, IN KENDALL COUNTY, ILLINOIS. ALSO; THAT PART OF THE NORTHEAST QUARTER OF SECTION 6, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 6, THENCE SOUTH ON THE EAST LINE OF SAID SECTION 6, A DISTANCE OF 2460.05 FEET TO THE INTERSECTION WITH THE MOST SOUTHERLY LINE OF PROPERTY CONVEYED TO LASALLE NATIONAL BANK, AS TRUSTEE UNDER TRUST AGREEMENT DATED JULY 15, 1966 AND KNOWN AS TRUST NUMBER 35339, BY A DEED DATED JANUARY 31, 1972 AND RECORDED JANUARY 31, 1972 AS DOCUMENT 72-467 TO THE POINT OF BEGINNING, THENCE WESTERLY ALONG THE SOUTHERLY LINE OF SAID PROPERTY CONVEYED TO LASALLE NATIONAL BANK, AS TRUSTEE UNDER TRUST NUMBER 35339, WHICH FORMS AN ANGLE OF 89 DEGREES 57 MINUTES 27 SECONDS TO THE 5 LEFT WITH THE EAST LINE OF SAID SECTION 6, A DISTANCE OF 812.66 FEET, THENCE NORTH 90 DEGREES 25 MINUTES 49 SECONDS TO THE RIGHT WITH THE PROLONGATION OF THE LAST DESCRIBED COURSE, A DISTANCE OF 366.94 FEET, THENCE EASTERLY 88 DEGREES 43 MINUTES 04 SECONDS TO THE RIGHT WITH THE PROLONGATION OF THE LAST DESCRIBED COURSE, A DISTANCE OF 809.73 FEET TO THE EAST LINE OF SAID SECTION 6, THENCE SOUTH ALONG THE EAST LINE OF SAID SECTION 6, A DISTANCE OF 378.96 FEET TO THE POINT OF BEGINNING, IN KENDALL COUNTY, ILLINOIS. ALSO; THAT PART OF THE NORTHEAST QUARTER OF SECTION 6, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 6, THENCE SOUTH ON THE EAST LINE OF SAID SECTION 6, A DISTANCE OF 2474.60 FEET FOR THE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED, THENCE WESTERLY ON A LINE WHICH FORMS AN ANGLE OF 90 DEGREES 57 MINUTES 19 SECONDS TO THE RIGHT WITH THE EAST LINE OF SAID SECTION 6, A DISTANCE OF 812.66 FEET, THENCE NORTH ALONG A LINE 89 DEGREES 31 MINUTES 03 SECONDS TO THE RIGHT WITH THE PROLONGATION OF THE LAST DESCRIBED LINE, A DISTANCE OF 1.61 FEET TO THE INTERSECTION WITH THE MOST SOUTHERLY LINE OF THE PROPERTY CONVEYED TO LASALLE NATIONAL BANK, AS TRUSTEE UNDER TRUST AGREEMENT DATED JULY 15, 1966 AND KNOWN AS TRUST NUMBER 35339 BY DEED DATED JANUARY 31, 1972 AND RECORDED JANUARY 31, 1972 AS DOCUMENT 72-467, THENCE EASTERLY ON THE SOUTHERLY LINE OF SAID PROPERTY CONVEYED TO THE LASALLE NATIONAL BANK, A DISTANCE OF 812.66 FEET TO A POINT ON THE EAST LINE OF SAID SECTION 6, THENCE SOUTHERLY ON SAID EAST LINE, 13.55 FEET TO THE POINT OF BEGINNING, IN KENDALL COUNTY, ILLINOIS. TRACT 3: LOT 2 OF THE NORTHEAST 1/4 OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT OF THE GOVERNMENT SURVEY OF SAID SECTION 5 (EXCEPT THAT PART DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 2, THENCE WEST 40 CHAINS TO THE SOUTHWEST CORNER OF SAID LOT, THENCE NORTH 38 1/2 LINKS TO THE SOUTH BANK OF DITCH, THENCE SOUTH 89 DEGREES 30 MINUTES 00 SECONDS EAST 40 CHAINS TO THE POINT OF BEGINNING AND EXCEPTING THEREFROM THAT PART OF THE NORTHEAST 1/4 OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF SAID NORTHEAST 1/4, 1961.60 FEET EAST OF THE NORTHWEST CORNER OF SAID NORTHEAST 1/4, THENCE EAST ALONG SAID NORTH LINE 667.0 FEET, THENCE SOUTH AT RIGHT ANGLES TO SAID NORTH LINE, 396.0 FEET, THENCE WEST AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, 667.0 FEET, THENCE NORTH AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, 396.0 FEET TO THE POINT OF BEGINNING, AND ALSO EXCEPTING THAT PART OF LOT 2 OF THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT OF THE GOVERNMENT SURVEY OF SAID SECTION 5 DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT 2, THENCE WEST 40 CHAINS (RECORD), 2652.01 FEET (MEASURED) TO THE SOUTHWEST CORNER OF SAID LOT 2, THENCE NORTH 38 1/2 LINKS (RECORD), 25.41 FEET (MEASURED) TO THE SOUTH BANK OF A DITCH, THENCE SOUTH 89 DEGREES 30 MINUTES 00 SECONDS EAST (RECORD), NORTH 88 DEGREES 05 MINUTES 41 SECONDS EAST (MEASURED), 2593.76 FEET (MEASURED) TO THE POINT OF BEGINNING, THENCE NORTH 01 DEGREES 54 MINUTES 03 SECONDS WEST, 232.55 FEET TO A POINT ON A NON-TANGENT CURVE, THENCE NORTHEASTERLY 68.93 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 533.00 FEET AND WHOSE CHORD BEARS NORTH 59 DEGREES 57 MINUTES 33 SECONDS EAST, 68.88 6 FEET TO A POINT ON THE EAST LINE OF SAID LOT 2, THENCE SOUTH 01 DEGREES 16 MINUTES 25 SECONDS EAST ALONG SAID EAST LINE, 265.04 FEET TO THE SOUTHEAST CORNER OF SAID LOT 2, THENCE SOUTH 88 DEGREES 05 MINUTES 41 SECONDS WEST, 57.84 FEET TO THE POINT OF BEGINNING) IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. TRACT 4: THAT PART OF LOT 2 OF THE NORTHWEST 1/4 OF SECTION 4, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT OF THE GOVERNMENT SURVEY OF SAID SECTION 4, LYING WESTERLY OF THE FOLLOWING DESCRIBED LINE BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 2, THENCE NORTH 01 DEGREES 16 MINUTES 25 SECONDS WEST, ALONG THE WEST LINE OF SAID LOT 2, A DISTANCE OF 265.04 FEET TO A POINT ON A NON-TANGENT CURVE, THENCE NORTHEASTERLY 531.35 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 533.00 FEET AND WHOSE CHORD BEARS NORTH 27 DEGREES 41 MINUTES 44 SECONDS EAST, 509.62 FEET TO A POINT OF TANGENCY, THENCE NORTH 00 DEGREES 51 MINUTES 49 SECONDS WEST 150.53 FEET, THENCE NORTH 89 DEGREES 08 MINUTES 11 SECONDS EAST, PERPENDICULAR TO THE LAST DESCRIBED LINE, 110.00 FEET, THENCE NORTH 00 DEGREES 51 MINUTES 49 SECONDS WEST PERPENDICULAR TO THE LAST DESCRIBED LINE, 912.39 FEET TO A POINT ON THE NORTH LINE OF SAID LOT 2, SAID POINT BEING 364.44 FEET EAST OF THE NORTHWEST CORNER OF SAID SECTION 4 (AS MEASURED ALONG SAID NORTH LINE) AND SAID POINT ALSO BEING THE POINT OF TERMINUS, IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. TRACT 5: PARCEL 1: THAT PART OF THE WEST 1/2 OF SECTION 4, PART OF SECTION 5, PART OF THE NORTHEAST 1/4 OF SECTION 8 AND PART OF THE NORTHWEST 1/4 OF SECTION 9, ALL IN TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE CENTER LINE OF GALENA ROAD AS NOW ESTABLISHED ACROSS SAID SECTION 5 WITH THE WEST LINE OF THE EAST 1/2 OF SAID SECTION 5; THENCE NORTH 00 DEGREES 02 MINUTES 49 SECONDS WEST ALONG SAID WEST LINE, 2673.13 FEET TO A POINT 2327.34 FEET SOUTH OF THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF SAID SECTION 5; THENCE NORTH 89 DEGREES 36 MINUTES 30 SECONDS WEST 1323.10 FEET; THENCE NORTH 00 DEGREES 02 MINUTES 30 SECONDS EAST 2325.56 FEET TO THE NORTH LINE OF SAID SECTION 5; THENCE SOUTH 89 DEGREES 41 MINUTES 06 SECONDS EAST ALONG SAID NORTH LINE 1319.49 FEET TO THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF SAID SECTION 5; THENCE SOUTH 00 DEGREES 02 MINUTES 49 SECONDS EAST ALONG THE WEST LINE OF SAID NORTHEAST 1/4 1828.36 FEET; THENCE NORTH 89 DEGREES 08 MINUTES EAST 3596.80 FEET TO THE CENTER LINE OF ROB ROY DITCH; THENCE SOUTH 00 DEGREES 22 MINUTES 03 SECONDS EAST ALONG SAID CENTER LINE 781.86 FEET; THENCE SOUTH 02 DEGREES 43 MINUTES 14 SECONDS WEST ALONG SAID CENTER LINE 300.01 FEET; THENCE SOUTH 89 DEGREES 40 MINUTES EAST 291.15 FEET; THENCE SOUTH 00 DEGREES 56 MINUTES 40 SECONDS WEST 240.28 FEET; THENCE NORTH 89 DEGREES 14 MINUTES 01 SECONDS EAST 1428.51 FEET TO THE EAST LINE OF THE WEST 1/2 OF SAID SECTION 4; THENCE SOUTH 00 DEGREES 02 MINUTES 57 SECONDS EAST ALONG SAID EAST LINE 991.84 FEET; THENCE SOUTH 89 DEGREES 09 MINUTES 08 SECONDS WEST 1745.17 FEET TO THE CENTER LINE OF SAID ROB ROY DITCH; THENCE SOUTH 03 DEGREES 28 MINUTES 51 SECONDS WEST ALONG SAID CENTER LINE 1373.75 FEET; THENCE SOUTH 30 DEGREES 24 MINUTES 07 SECONDS WEST ALONG SAID CENTER LINE 600.81 FEET TO THE CENTER LINE OF SAID GALENA ROAD; THENCE NORTH 72 DEGREES 44 MINUTES WEST ALONG SAID CENTER LINE, 3318.05 FEET TO THE POINT OF BEGINNING, 7 EXCEPTING THEREFROM THAT PART OF THE NORTHWEST 1/4 OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN LYING SOUTH OF A LINE EXTENDING EASTERLY FROM A POINT ON SAID WEST LINE OF THE NORTHWEST 1/4 WHICH POINT IS 1876.07 FEET SOUTH OF THE NORTHWEST CORNER OF SAID SECTION 5 TO A POINT ON THE NORTH AND SOUTH CENTER LINE OF SAID SECTION 5 WHICH POINT IS 1828.85 FEET SOUTH OF SAID NORTH QUARTER CORNER, AND EXCEPT A STRIP OF LAND 205.00 FEET WIDE IN THE NORTHEAST 1/4 OF SECTION 5 AND THE NORTHWEST 1/4 OF SECTION 4, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, BOUNDED AND DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF SAID SECTION 5; THENCE SOUTH ALONG THE NORTH AND SOUTH CENTER LINE OF SAID SECTION 5, A DISTANCE OF 1828.85 FEET TO THE NORTH LINE OF PROPERTY CONVEYED TO THE LASALLE NATIONAL BANK, AS TRUSTEE UNDER TRUST AGREEMENT DATED FEBRUARY 10, 1967, KNOWN AS TRUST NO. 35913 RECORDED AS DOCUMENT NO. 154368 IN BOOK 152, PAGE 392 AS SAID NORTH LINE IS MONUMENTED AND OCCUPIED, HEREINAFTER REFERRED TO AS LINE "B", FOR THE POINT OR BEGINNING; THENCE EAST ALONG SAID LINE "B", A DISTANCE OF 3596.80 FEET TO THE CENTER LINE OF ROB ROY DITCH; THENCE SOUTHERLY ALONG THE CENTER LINE OF ROB ROY DITCH FORMING AN ANGLE OF 90 DEGREES 29 MINUTES 57 SECONDS TO THE RIGHT WITH THE PROLONGATION OF THE LAST DESCRIBED COURSE, A DISTANCE OF 205.00 FEET TO THE INTERSECTION WITH A LINE 205.00 FEET PERPENDICULARLY DISTANT SOUTH OF AND PARALLEL WITH THE AFORESAID LINE "B"; THENCE WEST ALONG THE LAST DESCRIBED PARALLEL LINE A DISTANCE OF 3598.47 FEET TO THE NORTH AND SOUTH CENTER LINE OF SAID SECTION 5; THENCE NORTH ALONG SAID NORTH AND SOUTH CENTER LINE 205.02 FEET TO THE POINT OF BEGINNING, AND ALSO EXCEPT THAT PART OF THE WEST HALF OF SAID SECTION 4 LYING EAST OF THE WEST RIGHT OF WAY LINE OF ILLINOIS ROUTE 47, IN KENDALL COUNTY, ILLINOIS. AND ALSO EXCEPTING: THAT PART OF THE SOUTHEAST 1/4 OF SECTION 5, THAT PART OF THE SOUTHWEST 1/4 OF SECTION 4, THAT PART OF THE NORTHEAST 1/4 OF SECTION 8 AND THAT PART OF THE NORTHWEST 1/4 OF SECTION 9, ALL IN TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE IRON ROD MONUMENTING THE SOUTHEAST CORNER OF SECTION 5; THENCE NORTH 01 DEGREES 15 MINUTES 55 SECONDS WEST ALONG THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 5, A DISTANCE 1,550.82 FEET; THENCE NORTH 88 DEGREES 44 MINUTES 05 SECONDS EAST 409.15 FEET PERPENDICULAR TO THE LAST DESCRIBED COURSE TO THE POINT OF BEGINNING; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST 221.96 FEET; THENCE NORTH 37 DEGREES 44 MINUTES 29 SECONDS EAST 115.96 FEET; THENCE SOUTH 89 DEGREES 12 MINUTES 43 SECONDS EAST 196.55 FEET TO THE CENTERLINE OF THE ROB ROY DITCH; THENCE SOUTH 02 DEGREES 13 MINUTES 10 SECONDS WEST 1336.52 FEET ALONG SAID CENTERLINE; THENCE SOUTH 29 DEGREES 12 MINUTES 38 SECONDS WEST 600.81 FEET TO THE CENTERLINE OF GALENA ROAD AS NOW ESTABLISHED; THENCE NORTH 73 DEGREES 55 MINUTES 29 SECONDS WEST ALONG SAID CENTERLINE 677.76 FEET, THENCE NORTH 02 DEGREES 56 MINUTES 50 SECONDS WEST 348.47 FEET; THENCE NORTH 16 DEGREES 11 MINUTES 58 SECONDS EAST 599.13 FEET; THENCE NORTH 28 DEGREES 25 MINUTES 55 SECONDS EAST 750.54 FEET TO THE POINT OF BEGINNING, ALL IN KENDALL COUNTY, ILLINOIS, AND ALSO EXCEPTING, THAT PART CONVEYED BY WARRANTY DEED RECORDED AUGUST 30, 2007 AS DOCUMENT 200700026496, DESCRIBED AS FOLLOWS: THAT PART OF THE EAST HALF OF SECTION 5 AND THAT PART OF THE WEST HALF OF SECTION 4, ALL IN TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE IRON PIPE MONUMENTING THE SOUTHEAST CORNER OF SAID SECTION 5; THENCE NORTH 01 DEGREES 15 MINUTES 55 SECONDS WEST ALONG THE EAST 8 LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 5, A DISTANCE OF 1730.13 FEET TO THE POINT OF BEGINNING; THENCE NORTH 89 DEGREES 27 MINUTES 29 SECONDS WEST 362.35 FEET; THENCE NORTH 00 DEGREES 32 MINUTES 31 SECONDS EAST 2026.23 FEET TO THE SOUTHERLY LINE OF COMMONWEALTH EDISON COMPANY PROPERTY DESCRIBED IN DOCUMENT 73-2720; THENCE NORTH 87 DEGREES 56 MINUTES 31 SECONDS EAST ALONG SAID SOUTHERLY LINE 1,222.89 FEET TO THE CENTERLINE OF ROB ROY DITCH; THENCE SOUTH 03 DEGREES 43 MINUTES 10 SECONDS EAST ALONG SAID CENTERLINE 577.07 FEET; THENCE SOUTH 01 DEGREES 49 MINUTES 41 SECONDS WEST ALONG SAID CENTERLINE 298.55 FEET; THENCE NORTH 89 DEGREES 00 MINUTES 53 SECONDS EAST 15.64 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 47 PER DOCUMENT 907256 AND 907257; (THE NEXT 5 CALLS ARE ALONG SAID WESTERLY RIGHT OF WAY LINE OF ILLINOIS ROUTE 47 PER DOCUMENT 907256 AND 907257) THENCE SOUTH 00 DEGREES 09 MINUTES 46 SECONDS EAST 170.64 FEET; THENCE NORTH 89 DEGREES 50 MINUTES 14 SECONDS EAST 10.00 FEET; THENCE SOUTH 00 DEGREES 09 MINUTES 48 SECONDS EAST, 1,000.00 FEET; THENCE SOUTH 89 DEGREES 50 MINUTES 14 SECONDS WEST 10.00 FEET; THENCE SOUTH 00 DEGREES 09 MINUTES 46 SECONDS EAST 38.62 FEET; THENCE NORTH 89 DEGREES 27 MINUTES 29 SECONDS WEST 925.95 FEET TO THE POINT OF BEGINNING, ALL IN KENDALL COUNTY, ILLINOIS. PARCEL 2: THAT PART OF THE NORTHWEST 1/4 OF SECTION 5 AND NORTHEAST 1/4 OF SECTION 6, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SECTION 5; THENCE EAST ALONG THE SECTION LINE 1331.4 FEET; THENCE SOUTHERLY ALONG A LINE FORMING AN ANGLE OF 90 DEGREES 07 MINUTES 00 SECONDS MEASURED FROM WEST TO SOUTH FROM THE SECTION LINE, 2321.5 FEET; THENCE WESTERLY ALONG A LINE FORMING AN ANGLE OF 89 DEGREES 33 MINUTES 00 SECONDS, MEASURED FROM NORTH TO WEST FROM THE LAST DESCRIBED COURSE, 1328.7 FEET TO THE WEST LINE OF SECTION 5; THENCE SOUTHERLY ALONG THE SECTION LINE, FORMING AN ANGLE OF 89 DEGREES 27 MINUTES 00 SECONDS MEASURED FROM EAST TO SOUTH FROM THE LAST DESCRIBED COURSE, 146.4 FEET; THENCE WESTERLY ALONG A LINE FORMING AN ANGLE OF 89 DEGREES 58 MINUTES 00 SECONDS, MEASURED FROM NORTH TO WEST FROM THE SECTION LINE, 1553 FEET; THENCE NORTHERLY ALONG A LINE FORMING AN ANGLE OF 89 DEGREES 33 MINUTES 00 SECONDS, MEASURED FROM EAST TO NORTH FROM THE LAST DESCRIBED COURSE, 2461.1 FEET TO THE NORTH LINE OF SECTION 6; THENCE EASTERLY ALONG SAID NORTH LINE 1534 FEET TO THE POINT OF BEGINNING, EXCEPTING THEREFROM THAT PART OF THE NORTHEAST 1/4 OF SECTION 6, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, LYING SOUTH AND WEST OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT 1876.07 FEET SOUTH OF THE NORTHEAST CORNER OF SAID SECTION 6, SAID POINT BEING ON THE NORTH LINE OF THE LAND CONVEYED TO COMMONWEALTH EDISON COMPANY BY DOCUMENT NO. R73-2841 (TRACT 1); THENCE WEST ALONG SAID NORTH LINE 1133.17 TO A POINT OF INTERSECTION WITH A LINE 415.0 FEET PERPENDICULARLY DISTANT EAST OF AND PARALLEL WITH THE EAST LINE OF THE LAND CONVEYED TO EARL P. AND EMMA V. KONICEK BY DEED RECORDED AS DOCUMENT NO. 136414 IN BOOK 126, PAGE 41; THENCE NORTH ON SAID PARALLEL LINE, ALSO BEING THE EAST LINE OF THE LAND CONVEYED TO SAID COMMONWEALTH EDISON COMPANY BY DOCUMENT NO. R73-2841, 1897.19 FEET TO THE NORTH LINE OF SAID SECTION 6 AND THE POINT OF TERMINATION; AND ALSO EXCEPT THAT PART OF THE NORTHWEST 1/4 OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN LYING SOUTHERLY OF A LINE EXTENDED EASTERLY FROM A POINT ON THE WEST LINE OF SAID NORTHWEST 1/4 OF 9 SECTION 5 WHICH POINT IS 1876.07 FEET SOUTH OF THE NORTHWEST CORNER OF SAID SECTION 5 TO A POINT ON THE NORTH AND SOUTH CENTER LINE OF SECTION 5, WHICH POINT IS 1828.85 FEET SOUTH OF THE NORTH QUARTER CORNER OF SAID SECTION 5, ALL IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. TRACT 6: PART OF THE EAST 1/2 OF SECTION 6; TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION; THENCE NORTHERLY ALONG THE EASTERLY LINE OF SAID SECTION 6, A DISTANCE OF 3407.85 FEET TO THE SOUTH LINE OF PROPERTY CONVEYED TO SUSAN SCHMIDT BY WARRANTY DEED RECORDED DECEMBER 18, 1929 IN BOOK 80, PAGES 334 AND 335; THENCE WEST ALONG THE SOUTH LINE OF PROPERTY CONVEYED TO SUSAN SCHMIDT A DISTANCE OF 1552.74 FEET TO THE EAST LINE OF PROPERTY CONVEYED TO EARL P KONICEK AND WIFE BY WARRANTY DEED DATED DECEMBER 4, 1961 RECORDED AS DOCUMENT 136414, THENCE SOUTH ALONG THE EAST LINE OF PROPERTY CONVEYED TO EARL P. KONICEK AND WIFE 1240.82 FEET TO THE CENTER LINE OF GALENA ROAD, FOR THE POINT OF BEGINNING; THENCE CONTINUING SOUTH ALONG THE PROLONGATION OF THE LAST DESCRIBED COURSE A DISTANCE 919.13 FEET TO AN ANGLE POINT WHICH IS 1312.43 FEET PERPENDICULARLY DISTANCE NORTH OF SAID SOUTH LINE OF SAID SECTION 6; THENCE SOUTHWESTERLY ALONG A LINE FORMING AN ANGLE OF 26 DEGREES 45 MINUTES 35 SECOND TO THE RIGHT WITH A PROLONGATION OF THE LAST DESCRIBED COURSE A DISTANCE OF 332.08 FEET TO THE NORTH LINE OF PARCEL TWO OF PROPERTY CONVEYED TO CHICAGO TITLE AND TRUST COMPANY, AS TRUSTEE UNDER TRUST NUMBER 45553 BY CONSERVATORS DEED RECORDED SEPTEMBER 17, 1973 AS DOCUMENT 73-4671; THENCE WESTERLY ALONG SAID NORTHERLY LINE FORMING AN ANGLE OF 62 DEGREES 01 MINUTES 01 SECONDS TO THE RIGHT WITH THE PROLONGATION OF THE LAST DESCRIBED COURSE, A DISTANCE 646.8 FEET TO THE CENTER LINE OF BEECHER ROAD; THENCE NORTHEASTERLY ALONG SAID CENTER LINE 1362.40 FEET TO THE CENTER LINE OF GALENA ROAD; THENCE SOUTHEASTERLY ALONG SAID CENTER LINE 460.52 FEET TO THE POINT OF BEGINNING; IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS, ALSO, THAT PART OF THE EAST 1/2 OF SECTION 6, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE CENTER LINE OF GALENA ROAD WITH THE EAST LINE OF SAID SECTION; THENCE NORTH 70 DEGREES 55 MINUTES WEST ALONG SAID CENTER LINE 276 FEET; THENCE SOUTH PARALLEL TO THE EAST LINE OF SAID SECTION 8, 200 FEET; THENCE SOUTH 70 DEGREES 55 MINUTES EAST 270 FEET TO THE EAST LINE OF SAID SECTION; THENCE SOUTH ALONG THE EAST LINE OF SAID SECTION 1456.6 FEET TO THE SOUTHEAST CORNER OF SAID SECTION; THENCE WEST ALONG THE SOUTH LINE OF SAID SECTION 470.51 FEET TO THE EASTERLY LINE OF PARCEL TWO OF THE PROPERTY CONVEYED TO CHICAGO TITLE AND TRUST COMPANY TRUSTEE UNDER TRUST NUMBER 45553 BY CONSERVATORS DEED RECORDED SEPTEMBER 17, 1973 AS DOCUMENT R73-4671; THENCE NORTHERLY ALONG SAID EASTERLY LINE 1006.52 FEET TO THE NORTHEASTERLY CORNER OF SAID PARCEL; THENCE WESTERLY ALONG THE NORTH LINE OF SAID PARCEL TWO 388.83 FEET TO THE INTERSECTION OF SAID NORTH LINE WITH THE EASTERLY LINE OF THE PROPERTY DESCRIBED IN PARCEL ONE OF SAID DOCUMENT 73-4671; THENCE NORTHEASTERLY ALONG SAID EASTERLY LINE OF PARCEL ONE A DISTANCE OF 115.02 FEET TO AN ANGLE POINT ON SAID EASTERLY LINE OF PARCEL ONE WHICH IS 1112.06 FEET PERPENDICULARLY DISTANCE NORTH OF THE SOUTH LINE OF SAID SECTION; THENCE NORTH ALONG A LINE FORMING AN ANGLE 26 DEGREES 45 MINUTES 38 SECOND TO THE LEFT WITH THE PROLONGATION OF THE LAST DESCRIBED COURSE A DISTANCE 10 OF 2329.35 FEET TO THE SOUTH LINE OF PROPERTY CONVEYED TO DIANE R. KAPCHINSKI BY TRUSTEES DEED RECORDED JUNE 14, 1973 AS DOCUMENT 73-28243; THENCE EAST ALONG THE SOUTH LINE OF PROPERTY CONVEYED TO DIANE R. KAPCHINSKI 812.68 FEET TO THE EAST LIEN OF SAID SECTION 6; THENCE SOUTHERLY ALONG THE EAST LINE OF SAID SECTION 6, 1319.90 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS, EXCEPT THE LEGAL DESCRIPTION INCLUDED IN THE WARRANTY DEED RECORDED AUGUST 24, 2020 AS DOCUMENT 202000016040. OWNER: The Konicek Family Limited Partnership A PART OF SECTION 6, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN AND PART OF SECTION 1, TOWNSHIP 37 NORTH, RANGE 6 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 6, THENCE EAST 19.508 CHAINS (1,287.528 FEET) TO AN IRON STAKE FOR PLACE OF BEGINNING, THENCE EAST ON THE NORTH LINE OF SAID SECTION 6, 44.599 CHAINS (2,943.534 FEET), THENCE SOUTH 16 MINUTES WEST 56.242 CHAINS (3,711.972 FEET) TO THE CENTER OF THE HIGHWAY, THENCE NORTH 73 DEGREES 58 MINUTES WEST 3.473 CHAINS (229.218 FEET) ALONG THE CENTER OF THE HIGHWAY, THENCE NORTH 79 DEGREES 37 MINUTES WEST 52.777 CHAINS (3,483.282 FEET) ALONG THE CENTER OF THE HIGHWAY, THENCE NORTH 79 DEGREES 16 MINUTES WEST 8.03 CHAINS (529.98 FEET) ALONG THE CENTER OF THE HIGHWAY TO AN IRON STAKE, THENCE NORTH 18 DEGREES 05 MINUTES EAST 10.258 CHAINS (677.028 FEET) TO AN IRON STAKE, THENCE NORTH 72 DEGREES 01 MINUTE WEST 6.632 CHAINS (437.712 FEET) TO AN IRON STAKE, THENCE NORTH 27 DEGREES 51 MINUTES EAST 11.60 CHAINS (765.6 FEET) TO AN IRON STAKE, THENCE NORTH 89 DEGREES 25 MINUTES EAST 11.535 CHAINS (761.31 FEET) TO THE CENTER OF THE HIGHWAY, THENCE NORTH 12 DEGREES 40 MINUTES EAST TO THE PLACE OF THE BEGINNING, SITUATED IN KENDALL COUNTY, ILLINOIS, EXCEPTING THEREFROM RIGHT OF WAY DEDICATED FOR ASHE ROAD AND GALENA ROAD AND ALSO; EXCEPTING, THAT PART OF THE NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 6; THENCE EAST ALONG THE NORTH LINE OF SAID SECTION 6, A DISTANCE OF 19.508 CHAINS (1287.53 FEET); THENCE SOUTH 12 DEGREES 40 MINUTES WEST, 22.655 CHAINS (1495.23 FEET); THENCE SOUTH 89 DEGREES 25 MINUTES WEST, 11.535 CHAINS (761.31 FEET); THENCE SOUTH 27 DEGREES 50 MINUTES 42 SECONDS WEST, 765.57 FEET; THENCE SOUTH 72 DEGREES 01 MINUTES EAST, 437.71 FEET; THENCE SOUTH 18 DEGREES 05 MINUTES WEST, 637.63 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF GALENA ROAD; THENCE SOUTH 77 DEGREES 03 MINUTES 31 SECONDS EAST ALONG SAID NORTHERLY RIGHT OF WAY LINE OF GALENA ROAD, 187.93 FEET FOR THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 77 DEGREES 03 MINUTES 31 SECONDS EAST ALONG SAID RIGHT OF WAY LINE 136.30 FEET TO A POINT OF CURVE; THENCE CONTINUING EASTERLY ALONG SAID RIGHT OF WAY, BEING A CURVE TO THE LEFT, HAVING A RADIUS OF 14,285.00 FEET AND CHORD BEARING SOUTH 78 DEGREES 06 MINUTES 11 SECONDS EAST, 189.98 FEET TO A POINT OF BEND IN SAID RIGHT OF WAY; THENCE NORTH 14 DEGREES 08 MINUTES 51 SECONDS EAST ALONG SAID RIGHT OF WAY, 20.02 FEET TO A POINT OF BEND; THENCE EASTERLY ALONG SAID RIGHT OF WAY, BEING A CURVE TO THE LEFT, HAVING A RADIUS OF 14,265.00 FEET AND CHORD BEARING SOUTH 79 DEGREES 23 MINUTES 57 SECONDS EAST, A DISTANCE OF 453.85 FEET TO A POINT OF TANGENT; THENCE SOUTH 80 DEGREES 18 MINUTES 38 SECONDS EAST ALONG SAID RIGHT OF WAY, 29.82 FEET; THENCE NORTH 10 DEGREES 46 MINUTES 28 SECONDS EAST, 528.48 FEET; THENCE NORTH 79 DEGREES 13 MINUTES 32 SECONDS WEST, 810.97 FEET; THENCE 11 SOUTH 10 DEGREES 46 MINUTES 28 SECONDS WEST, 541.53 FEET TO THE POINT OF BEGINNING, IN BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS, ALSO EXCEPTING, THAT PART OF THE NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN BEING DESCRIBED BY COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 6; THENCE EAST ALONG THE NORTH LINE OF SAID SECTION 6, A DISTANCE OF 19.508 CHAINS (1287.53 FEET) TO THE NORTHEAST CORNER OF EQUESTRIAN ESTATES AT LEGACY FARMS; THENCE SOUTH 12 DEGREES 40 MINUTES WEST ALONG THE EASTERLY LINE OF SAID SUBDIVISION AND SAID EAST LINE EXTENDED SOUTHERLY, 22.655 CHAINS (1495.23 FEET); THENCE NORTH 89 DEGREES 25 MINUTES EAST, 29.67 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF ASHE ROAD AS RELOCATED FOR THE POINT OF BEGINNING; THENCE SOUTH 89 DEGREES 25 MINUTES 00 SECONDS WEST ALONG THE LAST DESCRIBED COURSE, A DISTANCE OF 618.59 FEET; THENCE SOUTH 00 DEGREES 35 MINUTES EAST, AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, A DISTANCE OF 355.09 FEET; THENCE NORTH 89 DEGREES 25 MINUTES EAST, A DISTANCE OF 683.60 TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF ASHE ROAD; THENCE NORTHERLY ALONG SAID RIGHT OF WAY LINE, ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 1482.39 FEET, WHOSE CHORD BEARS NORTH 10 DEGREES 57 MINUTES 30 SECONDS WEST, 360.99 FEET TO THE POINT OF BEGINNING IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. 1 PINS BY OWNER Galena & 47TH LLC, MPLIV10 LLC PIN: 02-05-300-003 CITY OF YORKVILLE PIN: 02-04-300-032 CITY OF YORKVILLE PIN: 02-04-300-024 CITY OF YORKVILLE PIN: 02-05-400-021 CITY OF YORKVILLE PIN: 02-09-100-031 CITY OF YORKVILLE PIN: 02-09-100-030 CITY OF YORKVILLE Sanjay & Sameer Gupta PIN: 02-04-100-015 CITY OF YORKVILLE PIN: 02-05-200-007 UNINCORPORATED The Konicek Family Limited Partnership PIN: 02-06-100-022 UNINCORPORATED DALE L. KONICEK, LLC PIN: 02-06-200-002 CITY OF YORKVILLE PIN: 02-05-400-022 CITY OF YORKVILLE PIN: 02-05-200-006 CITY OF YORKVILLE PIN: 02-04-100-016 CITY OF YORKVILLE PIN: 02-06-400-008 UNINCORPORATED PIN: 02-06-200-003 UNINCORPORATED PIN: 02-05-100-003 UNINCORPORATED PIN: 02-05-100-005 UNINCORPORATED PIN: 02-05-400-009 CITY OF YORKVILLE PIN: 02-04-300-018 CITY OF YORKVILLE PIN: 02-04-300-017 CITY OF YORKVILLE PIN: 02-06-400-001 UNINCORPORATED LEGAL DESCRIPTION OWNER: Sanjay & Sameer Gupta PARCEL 1: THAT PART OF LOT 2 OF THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT OF THE GOVERNMENT SURVEY OF SAID SECTION 5 DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT 2; THENCE WEST 40 CHAINS (RECORD), 2652.01 FEET (MEASURED) TO THE SOUTHWEST CORNER OF SAID LOT 2; THENCE NORTH 38 1/2 LINKS (RECORD), 24.51 FEET (MEASURED) TO THE SOUTH BANK OF A DITCH; THENCE SOUTH 89 DEGREES 30 MINUTES EAST (RECORD), NORTH 88 DEGREES 05 MINUTES 41 SECONDS EAST (MEASURED), 2593.76 FEET (MEASURED) TO THE POINT OF BEGINNING; THENCE NORTH 01 DEGREES 54 MINUTES 03 SECONDS WEST, 232.55 FEET TO A POINT ON A NON-TANGENT CURVE; THENCE NORTHEASTERLY 68.93 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 533.00 FEET AND WHOSE CHORD BEARS NORTH 59 DEGREES 57 MINUTES 33 SECONDS EAST, 68.88 FEET TO A POINT ON THE EAST LINE OF SAID LOT 2; THENCE SOUTH 01 DEGREES 16 MINUTES 25 SECONDS EAST ALONG SAID EAST LINE, 265.04 FEET TO THE SOUTHEAST CORNER OF SAID LOT 2; THENCE SOUTH 88 DEGREES 05 MINUTES 41 SECONDS WEST, 57.84 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. PARCEL 2: THAT PART OF LOT 2 OF THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 37 NORTH, 2 RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT OF THE GOVERNMENT SURVEY OF SAID SECTION 4 DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION; THENCE SOUTH ON THE SECTION LINE 26.80 CHAINS; THENCE EAST PARALLEL WITH THE NORTH LINE OF SAID SECTION, 14.30 CHAINS; THENCE IN A NORTHEASTERLY DIRECTION TO A POINT ON THE NORTH LINE OF SAID SECTION, 20.67 CHAINS EAST OF THE POINT OF BEGINNING; THENCE WEST ALONG THE SECTION LINE TO THE POINT OF BEGINNING; EXCEPTING THEREFROM THAT PART OF LOT 2 LYING WESTERLY OF THE FOLLOWING DESCRIBED LINE; BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 2; THENCE NORTH 01 DEGREES 16 MINUTES 25 SECONDS WEST, ALONG THE WEST LINE OF SAID LOT 2, A DISTANCE OF 265.04 FEET TO A POINT ON A NON-TANGENT CURVE; THENCE NORTHEASTERLY 531.35 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 533.00 FEET AND WHOSE CHORD BEARS NORTH 27 DEGREES 41 MINUTES 44 SECONDS EAST, 509.62 FEET TO A POINT OF TANGENCY, THENCE NORTH 00 DEGREES 51 MINUTES 49 SECONDS WEST 150.53 FEET, THENCE NORTH 89 DEGREES 08 MINUTES 11 SECONDS EAST, PERPENDICULAR TO THE LAST DESCRIBED LINE, 110.00 FEET; THENCE NORTH 00 DEGREES 51 MINUTES 49 SECONDS WEST PERPENDICULAR TO THE LAST DESCRIBED LINE, 912.39 FEET TO A POINT ON THE NORTH LINE OF SAID LOT 2, SAID POINT BEING 364.44 FEET EAST OF THE NORTHWEST CORNER OF SAID SECTION 4 (AS MEASURED ALONG SAID NORTH LINE) AND SAID POINT ALSO BEING THE POINT OF TERMINUS; IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. OWNER: Galena & 47th LLC and MPLIV10LLC PARCEL 1: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 4 AND THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE SOUTH 01 DEGREE 19 MINUTES 09 SECONDS EAST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER, 990.0 FEET (15 CH.) TO THE NORTHEAST CORNER OF LANDS DESCRIBED IN BOOK 163 AT PAGE 473; THENCE SOUTH 01 DEGREE 19 MINUTES 09 SECONDS EAST ALONG SAID EAST LINE, 1.84 FEET TO A POINT ON THE SOUTHERLY LINE OF LANDS DESCRIBED IN BOOK 152 AT PAGE 392; THENCE SOUTH 87 DEGREES 52 MINUTES 56 SECONDS WEST ALONG SAID SOUTHERLY LINE AND THE WESTERLY EXTENSION THEREOF, 1722.34 FEET TO ITS INTERSECTION WITH THE WESTERLY LINE OF THE RIGHT-OF-WAY OF ILLINOIS ROUTE 47 AS RECORDED IN DOCUMENT 907257 FOR A POINT OF BEGINNING; THENCE SOUTH 00 DEGREES 09 MINUTES 41 SECONDS EAST ALONG SAID WESTERLY LINE, 128.76 FEET; THENCE NORTH 89 DEGREES 50 MINUTES 19 SECONDS EAST ALONG SAID WESTERLY LINE, 10.0 FEET; THENCE SOUTH 00 DEGREES 09 MINUTES 41 SECONDS EAST ALONG SAID WESTERLY LINE, 787.46 FEET; THENCE SOUTHERLY ALONG SAID WESTERLY LINE, BEING A CIRCULAR CURVE HAVING A RADIUS OF 1596.42 FEET CONCAVE TO THE WEST, THE CHORD OF WHICH BEARS SOUTH 13 DEGREES 43 MINUTES 37 SECONDS WEST, 773.94 FEET TO ITS INTERSECTION WITH THE SOUTH LINE OF SAID SOUTHWEST QUARTER, SAID POINT BEARING NORTH 87 DEGREES 56 MINUTES 55 SECONDS EAST, 719.99 FEET FROM THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE CONTINUING SOUTHERLY ALONG SAID WESTERLY LINE, BEING A CIRCULAR CURVE HAVING A RADIUS OF 1596.42 FEET CONCAVE TO THE WEST, THE CHORD OF WHICH BEARS SOUTH 31 DEGREES 17 MINUTES 50 SECONDS WEST, 205.17 FEET; THENCE SOUTH 34 DEGREES 58 MINUTES 45 SECONDS WEST ALONG SAID WESTERLY LINE, 88.42 FEET TO THE CENTER LINE OF THE CHICAGO-GALENA ROAD; THENCE NORTH 74 DEGREES 20 MINUTES 53 SECONDS WEST, 41.71 FEET TO AN EASTERLY LINE OF SAID LANDS DESCRIBED IN BOOK 152 AT PAGE 392; THENCE NORTH 29 DEGREES 07 MINUTES 39 3 SECONDS EAST ALONG SAID EASTERLY LINE, 267.87 FEET TO SAID SOUTH LINE OF SAID SOUTHWEST QUARTER; THENCE NORTH 87 DEGREES 56 MINUTES 55 SECONDS EAST ALONG SAID SOUTH LINE, 9.74 FEET TO A POINT ON THE WESTERLY LINE OF SAID LANDS DESCRIBED IN BOOK 163 AT PAGE 473; THENCE NORTH 27 DEGREES 39 MINUTES 29 SECONDS EAST ALONG SAID WESTERLY LINE, 366.26 FEET; THENCE NORTH 00 DEGREES 54 MINUTES 29 SECONDS EAST ALONG SAID WESTERLY LINE, 756.55 FEET; THENCE DEPARTING FROM SAID WESTERLY LINE NORTH 02 DEGREES 12 MINUTES 23 SECONDS EAST, 581.48 FEET TO A POINT OF THE SOUTHERLY LINE OF SAID LANDS DESCRIBED IN BOOK 163 AT PAGE 473; THENCE NORTH 87 DEGREES 52 MINUTES 56 SECONDS EAST ALONG SAID SOUTHERLY LINE, 22.15 FEET TO THE POINT OF BEGINNING IN KENDALL COUNTY, ILLINOIS. PARCEL 2: THAT PART OF THE SOUTHEAST 1/4 OF SECTION 5, THAT PART OF THE SOUTHWEST 1/4 OF SECTION 4, THAT PART OF THE NORTHEAST 1/4 OF SECTION 8 AND THAT PART OF THE NORTHWEST 1/4 OF SECTION 9, ALL IN TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE IRON ROD MONUMENTING THE SOUTHEAST CORNER OF SECTION 5; THENCE NORTH 01 DEGREE 15 MINUTES 55 SECONDS WEST ALONG THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 5, A DISTANCE OF 1,550.82 FEET; THENCE NORTH 88 DEGREES 44 MINUTES 05 SECONDS EAST 409.15 FEET PERPENDICULAR TO THE LAST DESCRIBED COURSE TO THE POINT OF BEGINNING; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST 221.96 FEET; THENCE NORTH 37 DEGREES 44 MINUTES 29 SECONDS EAST 115.96 FEET; THENCE SOUTH 89 DEGREES 12 MINUTES 43 SECONDS EAST 196.55 FEET TO THE CENTERLINE OF THE ROB ROY DITCH; THENCE SOUTH 02 DEGREES 13 MINUTES 10 SECONDS WEST 1,336.52 FEET ALONG SAID CENTERLINE; THENCE SOUTH 29 DEGREES 12 MINUTES 38 SECONDS WEST 600.81 FEET TO THE CENTERLINE OF GALENA ROAD AS NOW ESTABLISHED; THENCE NORTH 73 DEGREES 55 MINUTES 29 SECONDS WEST ALONG SAID CENTERLINE 677.76 FEET; THENCE NORTH 02 DEGREES 56 MINUTES 50 SECONDS WEST 348.47 FEET; THENCE NORTH 16 DEGREES 11 MINUTES 58 SECONDS EAST 599.13 FEET; THENCE NORTH 28 DEGREES 26 MINUTES 55 SECONDS EAST 750.54 FEET TO THE POINT OF BEGINNING, ALL IN KENDALL COUNTY, ILLINOIS. PARCEL 3: THAT PART OF THE WEST HALF OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 5; THENCE NORTHERLY ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER 642.93 FEET TO A POINT WHICH IS 162.00 FEET SOUTHERLY OF THE ORIGINAL CENTER LINE OF GALENA ROAD; THENCE WESTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 102 DEGREES 56 MINUTES 02 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM, 100.00 FEET TO A POINT WHICH IS 169.50 FEET, AS MEASURED PARALLEL WITH SAID EAST LINE SOUTHERLY OF SAID ORIGINAL CENTER LINE TO THE POINT OF BEGINNING; THENCE NORTHERLY PARALLEL WITH SAID EAST LINE, 14.66 FEET TO THE PRESENT CENTER LINE OF GALENA ROAD AS DEPICTED ON A PLAT RECORDED JUNE 5, 1964 AS DOCUMENT NUMBER 145193; THENCE WESTERLY ALONG SAID PRESENT CENTER LINE, 1675.69 FEET TO A POINT OF CURVATURE; THENCE WESTERLY ALONG SAID PRESENT CENTER LINE BEING ALONG A TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 42,975.00 FEET, 933.19 FEET; THENCE WESTERLY, ALONG SAID PRESENT CENTER LINE, 64.12 FEET TO THE WEST LINE OF SAID SOUTHWEST QUARTER; THENCE NORTHERLY ALONG SAID WEST LINE, 957.16 FEET TO THE NORTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTHERLY ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 5, 920.88 FEET TO A POINT 4 WHICH IS 2,316.00 FEET SOUTHERLY OF THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER; THENCE EASTERLY, 2,651.03 FEET TO A POINT ON THE EAST LINE OF SAID WEST HALF WHICH IS 2,326.70 FEET SOUTHERLY OF THE NORTHEAST CORNER OF SAID NORTHWEST QUARTER; THENCE SOUTHERLY ALONG THE EAST LINE OF SAID WEST HALF, 2,686.96 FEET TO SAID ORIGINAL CENTER LINE; THENCE WESTERLY ALONG SAID ORIGINAL CENTER LINE, 101.94 FEET TO THE POINT OF BEGINNING, IN BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS. OWNER: Dale L. Konicek, LLC TRACT 1: THAT PART OF THE EAST HALF OF SECTION 5 AND THAT PART OF THE WEST HALF OF SECTION 4, ALL IN TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE IRON PIPE MONUMENT THE SOUTHEAST CORNER OF SAID SECTION 5; THENCE NORTH 01 DEGREE 15 MINUTES 55 SECONDS WEST ALONG THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 5, A DISTANCE OF 1730.13 FEET TO THE POINT OF BEGINNING; THENCE NORTH 89 DEGREES 27 MINUTES 29 SECONDS WEST 362.35 FEET; THENCE NORTH 00 DEGREES 32 MINUTES 31 SECONDS EAST 2025.23 FEET TO THE SOUTHERLY LINE OF COMMONWEALTH EDISON COMPANY PROPERTY DESCRIBED IN DOCUMENT 73-2720; THENCE NORTH 87 DEGREES 56 MINUTES 31 SECONDS EAST ALONG SAID SOUTHERLY LINE 1,222.89 FEET TO THE CENTERLINE OF ROB ROY DITCH; THENCE SOUTH 03 DEGREES 43 MINUTES 10 SECONDS EAST ALONG SAID CENTERLINE 577.07 FEET; THENCE SOUTH 01 DEGREE 49 MINUTES 41 SECONDS WEST ALONG SAID CENTERLINE 298.55 FEET; THENCE NORTH 89 DEGREES 00 MINUTES 53 SECONDS EAST 15.64 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 47 PER DOCUMENT 907256 AND 907257; (THE NEXT 5 CALLS ARE ALONG SAID WESTERLY RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 47 PER DOCUMENT 907256 AND 907257) THENCE SOUTH 00 DEGREES 09 MINUTES 46 SECONDS EAST 170.64 FEET; THENCE NORTH 89 DEGREES 50 MINUTES 14 SECONDS EAST 10.00 FEET; THENCE SOUTH 00 DEGREES 09 MINUTES 46 SECONDS EAST 1,000.00 FEET; THENCE SOUTH 89 DEGREES 50 MINUTES 14 SECONDS WEST 10.00 FEET; THENCE SOUTH 00 DEGREES 09 MINUTES 46 SECONDS EAST 36.62 FEET; THENCE NORTH 89 DEGREES 27 MINUTES 29 SECONDS WEST 925.95 FEET TO THE POINT OF BEGINNING, ALL IN KENDALL COUNTY, ILLINOIS. TRACT 2: THAT PART OF THE NORTHWEST QUARTER OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7 EAST, LYING NORTHERLY OF A LINE EXTENDING EASTERLY FROM A POINT ON THE WEST LINE OF SAID NORTHWEST QUARTER, 2316 FEET SOUTH OF THE NORTHWEST CORNER OF SAID SECTION 5, TO A POINT ON THE NORTH AND SOUTH CENTERLINE OF SAID SECTION, 2326.7 FEET SOUTH OF THE NORTHWEST CORNER OF SAID SECTION AND LYING SOUTHERLY OF THE COMMONWEALTH EDISON COMPANY RIGHT OF WAY LINE PURSUANT TO DOCUMENT 73-2720, IN KENDALL COUNTY, ILLINOIS. ALSO; THAT PART OF THE NORTHEAST QUARTER OF SECTION 6, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 6, THENCE SOUTH ON THE EAST LINE OF SAID SECTION 6, A DISTANCE OF 2460.05 FEET TO THE INTERSECTION WITH THE MOST SOUTHERLY LINE OF PROPERTY CONVEYED TO LASALLE NATIONAL BANK, AS TRUSTEE UNDER TRUST AGREEMENT DATED JULY 15, 1966 AND KNOWN AS TRUST NUMBER 35339, BY A DEED DATED JANUARY 31, 1972 AND RECORDED JANUARY 31, 1972 AS DOCUMENT 72-467 TO THE POINT OF BEGINNING, THENCE WESTERLY ALONG THE SOUTHERLY LINE OF SAID PROPERTY CONVEYED TO LASALLE NATIONAL BANK, AS TRUSTEE UNDER TRUST 5 NUMBER 35339, WHICH FORMS AN ANGLE OF 89 DEGREES 57 MINUTES 27 SECONDS TO THE LEFT WITH THE EAST LINE OF SAID SECTION 6, A DISTANCE OF 812.66 FEET, THENCE NORTH 90 DEGREES 25 MINUTES 49 SECONDS TO THE RIGHT WITH THE PROLONGATION OF THE LAST DESCRIBED COURSE, A DISTANCE OF 366.94 FEET, THENCE EASTERLY 88 DEGREES 43 MINUTES 04 SECONDS TO THE RIGHT WITH THE PROLONGATION OF THE LAST DESCRIBED COURSE, A DISTANCE OF 809.73 FEET TO THE EAST LINE OF SAID SECTION 6, THENCE SOUTH ALONG THE EAST LINE OF SAID SECTION 6, A DISTANCE OF 378.96 FEET TO THE POINT OF BEGINNING, IN KENDALL COUNTY, ILLINOIS. ALSO; THAT PART OF THE NORTHEAST QUARTER OF SECTION 6, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 6, THENCE SOUTH ON THE EAST LINE OF SAID SECTION 6, A DISTANCE OF 2474.60 FEET FOR THE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED, THENCE WESTERLY ON A LINE WHICH FORMS AN ANGLE OF 90 DEGREES 57 MINUTES 19 SECONDS TO THE RIGHT WITH THE EAST LINE OF SAID SECTION 6, A DISTANCE OF 812.66 FEET, THENCE NORTH ALONG A LINE 89 DEGREES 31 MINUTES 03 SECONDS TO THE RIGHT WITH THE PROLONGATION OF THE LAST DESCRIBED LINE, A DISTANCE OF 1.61 FEET TO THE INTERSECTION WITH THE MOST SOUTHERLY LINE OF THE PROPERTY CONVEYED TO LASALLE NATIONAL BANK, AS TRUSTEE UNDER TRUST AGREEMENT DATED JULY 15, 1966 AND KNOWN AS TRUST NUMBER 35339 BY DEED DATED JANUARY 31, 1972 AND RECORDED JANUARY 31, 1972 AS DOCUMENT 72-467, THENCE EASTERLY ON THE SOUTHERLY LINE OF SAID PROPERTY CONVEYED TO THE LASALLE NATIONAL BANK, A DISTANCE OF 812.66 FEET TO A POINT ON THE EAST LINE OF SAID SECTION 6, THENCE SOUTHERLY ON SAID EAST LINE, 13.55 FEET TO THE POINT OF BEGINNING, IN KENDALL COUNTY, ILLINOIS. TRACT 3: LOT 2 OF THE NORTHEAST 1/4 OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT OF THE GOVERNMENT SURVEY OF SAID SECTION 5 (EXCEPT THAT PART DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 2, THENCE WEST 40 CHAINS TO THE SOUTHWEST CORNER OF SAID LOT, THENCE NORTH 38 1/2 LINKS TO THE SOUTH BANK OF DITCH, THENCE SOUTH 89 DEGREES 30 MINUTES 00 SECONDS EAST 40 CHAINS TO THE POINT OF BEGINNING AND EXCEPTING THEREFROM THAT PART OF THE NORTHEAST 1/4 OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF SAID NORTHEAST 1/4, 1961.60 FEET EAST OF THE NORTHWEST CORNER OF SAID NORTHEAST 1/4, THENCE EAST ALONG SAID NORTH LINE 667.0 FEET, THENCE SOUTH AT RIGHT ANGLES TO SAID NORTH LINE, 396.0 FEET, THENCE WEST AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, 667.0 FEET, THENCE NORTH AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, 396.0 FEET TO THE POINT OF BEGINNING, AND ALSO EXCEPTING THAT PART OF LOT 2 OF THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT OF THE GOVERNMENT SURVEY OF SAID SECTION 5 DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT 2, THENCE WEST 40 CHAINS (RECORD), 2652.01 FEET (MEASURED) TO THE SOUTHWEST CORNER OF SAID LOT 2, THENCE NORTH 38 1/2 LINKS (RECORD), 25.41 FEET (MEASURED) TO THE SOUTH BANK OF A DITCH, THENCE SOUTH 89 DEGREES 30 MINUTES 00 SECONDS EAST (RECORD), NORTH 88 DEGREES 05 MINUTES 41 SECONDS EAST (MEASURED), 2593.76 FEET (MEASURED) TO THE POINT OF BEGINNING, THENCE NORTH 01 DEGREES 54 MINUTES 03 SECONDS WEST, 232.55 FEET TO A POINT ON A NON-TANGENT CURVE, THENCE NORTHEASTERLY 68.93 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 533.00 6 FEET AND WHOSE CHORD BEARS NORTH 59 DEGREES 57 MINUTES 33 SECONDS EAST, 68.88 FEET TO A POINT ON THE EAST LINE OF SAID LOT 2, THENCE SOUTH 01 DEGREES 16 MINUTES 25 SECONDS EAST ALONG SAID EAST LINE, 265.04 FEET TO THE SOUTHEAST CORNER OF SAID LOT 2, THENCE SOUTH 88 DEGREES 05 MINUTES 41 SECONDS WEST, 57.84 FEET TO THE POINT OF BEGINNING) IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. TRACT 4: THAT PART OF LOT 2 OF THE NORTHWEST 1/4 OF SECTION 4, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT OF THE GOVERNMENT SURVEY OF SAID SECTION 4, LYING WESTERLY OF THE FOLLOWING DESCRIBED LINE BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 2, THENCE NORTH 01 DEGREES 16 MINUTES 25 SECONDS WEST, ALONG THE WEST LINE OF SAID LOT 2, A DISTANCE OF 265.04 FEET TO A POINT ON A NON-TANGENT CURVE, THENCE NORTHEASTERLY 531.35 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 533.00 FEET AND WHOSE CHORD BEARS NORTH 27 DEGREES 41 MINUTES 44 SECONDS EAST, 509.62 FEET TO A POINT OF TANGENCY, THENCE NORTH 00 DEGREES 51 MINUTES 49 SECONDS WEST 150.53 FEET, THENCE NORTH 89 DEGREES 08 MINUTES 11 SECONDS EAST, PERPENDICULAR TO THE LAST DESCRIBED LINE, 110.00 FEET, THENCE NORTH 00 DEGREES 51 MINUTES 49 SECONDS WEST PERPENDICULAR TO THE LAST DESCRIBED LINE, 912.39 FEET TO A POINT ON THE NORTH LINE OF SAID LOT 2, SAID POINT BEING 364.44 FEET EAST OF THE NORTHWEST CORNER OF SAID SECTION 4 (AS MEASURED ALONG SAID NORTH LINE) AND SAID POINT ALSO BEING THE POINT OF TERMINUS, IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. TRACT 5: PARCEL 1: THAT PART OF THE WEST 1/2 OF SECTION 4, PART OF SECTION 5, PART OF THE NORTHEAST 1/4 OF SECTION 8 AND PART OF THE NORTHWEST 1/4 OF SECTION 9, ALL IN TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE CENTER LINE OF GALENA ROAD AS NOW ESTABLISHED ACROSS SAID SECTION 5 WITH THE WEST LINE OF THE EAST 1/2 OF SAID SECTION 5; THENCE NORTH 00 DEGREES 02 MINUTES 49 SECONDS WEST ALONG SAID WEST LINE, 2673.13 FEET TO A POINT 2327.34 FEET SOUTH OF THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF SAID SECTION 5; THENCE NORTH 89 DEGREES 36 MINUTES 30 SECONDS WEST 1323.10 FEET; THENCE NORTH 00 DEGREES 02 MINUTES 30 SECONDS EAST 2325.56 FEET TO THE NORTH LINE OF SAID SECTION 5; THENCE SOUTH 89 DEGREES 41 MINUTES 06 SECONDS EAST ALONG SAID NORTH LINE 1319.49 FEET TO THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF SAID SECTION 5; THENCE SOUTH 00 DEGREES 02 MINUTES 49 SECONDS EAST ALONG THE WEST LINE OF SAID NORTHEAST 1/4 1828.36 FEET; THENCE NORTH 89 DEGREES 08 MINUTES EAST 3596.80 FEET TO THE CENTER LINE OF ROB ROY DITCH; THENCE SOUTH 00 DEGREES 22 MINUTES 03 SECONDS EAST ALONG SAID CENTER LINE 781.86 FEET; THENCE SOUTH 02 DEGREES 43 MINUTES 14 SECONDS WEST ALONG SAID CENTER LINE 300.01 FEET; THENCE SOUTH 89 DEGREES 40 MINUTES EAST 291.15 FEET; THENCE SOUTH 00 DEGREES 56 MINUTES 40 SECONDS WEST 240.28 FEET; THENCE NORTH 89 DEGREES 14 MINUTES 01 SECONDS EAST 1428.51 FEET TO THE EAST LINE OF THE WEST 1/2 OF SAID SECTION 4; THENCE SOUTH 00 DEGREES 02 MINUTES 57 SECONDS EAST ALONG SAID EAST LINE 991.84 FEET; THENCE SOUTH 89 DEGREES 09 MINUTES 08 SECONDS WEST 1745.17 FEET TO THE CENTER LINE OF SAID ROB ROY DITCH; THENCE SOUTH 03 DEGREES 28 MINUTES 51 SECONDS WEST ALONG SAID CENTER LINE 1373.75 FEET; THENCE SOUTH 30 DEGREES 24 MINUTES 07 SECONDS WEST ALONG SAID CENTER LINE 600.81 FEET TO THE CENTER LINE OF SAID GALENA ROAD; THENCE NORTH 72 DEGREES 44 MINUTES WEST ALONG SAID 7 CENTER LINE, 3318.05 FEET TO THE POINT OF BEGINNING, EXCEPTING THEREFROM THAT PART OF THE NORTHWEST 1/4 OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN LYING SOUTH OF A LINE EXTENDING EASTERLY FROM A POINT ON SAID WEST LINE OF THE NORTHWEST 1/4 WHICH POINT IS 1876.07 FEET SOUTH OF THE NORTHWEST CORNER OF SAID SECTION 5 TO A POINT ON THE NORTH AND SOUTH CENTER LINE OF SAID SECTION 5 WHICH POINT IS 1828.85 FEET SOUTH OF SAID NORTH QUARTER CORNER, AND EXCEPT A STRIP OF LAND 205.00 FEET WIDE IN THE NORTHEAST 1/4 OF SECTION 5 AND THE NORTHWEST 1/4 OF SECTION 4, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, BOUNDED AND DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF SAID SECTION 5; THENCE SOUTH ALONG THE NORTH AND SOUTH CENTER LINE OF SAID SECTION 5, A DISTANCE OF 1828.85 FEET TO THE NORTH LINE OF PROPERTY CONVEYED TO THE LASALLE NATIONAL BANK, AS TRUSTEE UNDER TRUST AGREEMENT DATED FEBRUARY 10, 1967, KNOWN AS TRUST NO. 35913 RECORDED AS DOCUMENT NO. 154368 IN BOOK 152, PAGE 392 AS SAID NORTH LINE IS MONUMENTED AND OCCUPIED, HEREINAFTER REFERRED TO AS LINE "B", FOR THE POINT OR BEGINNING; THENCE EAST ALONG SAID LINE "B", A DISTANCE OF 3596.80 FEET TO THE CENTER LINE OF ROB ROY DITCH; THENCE SOUTHERLY ALONG THE CENTER LINE OF ROB ROY DITCH FORMING AN ANGLE OF 90 DEGREES 29 MINUTES 57 SECONDS TO THE RIGHT WITH THE PROLONGATION OF THE LAST DESCRIBED COURSE, A DISTANCE OF 205.00 FEET TO THE INTERSECTION WITH A LINE 205.00 FEET PERPENDICULARLY DISTANT SOUTH OF AND PARALLEL WITH THE AFORESAID LINE "B"; THENCE WEST ALONG THE LAST DESCRIBED PARALLEL LINE A DISTANCE OF 3598.47 FEET TO THE NORTH AND SOUTH CENTER LINE OF SAID SECTION 5; THENCE NORTH ALONG SAID NORTH AND SOUTH CENTER LINE 205.02 FEET TO THE POINT OF BEGINNING, AND ALSO EXCEPT THAT PART OF THE WEST HALF OF SAID SECTION 4 LYING EAST OF THE WEST RIGHT OF WAY LINE OF ILLINOIS ROUTE 47, IN KENDALL COUNTY, ILLINOIS. AND ALSO EXCEPTING: THAT PART OF THE SOUTHEAST 1/4 OF SECTION 5, THAT PART OF THE SOUTHWEST 1/4 OF SECTION 4, THAT PART OF THE NORTHEAST 1/4 OF SECTION 8 AND THAT PART OF THE NORTHWEST 1/4 OF SECTION 9, ALL IN TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE IRON ROD MONUMENTING THE SOUTHEAST CORNER OF SECTION 5; THENCE NORTH 01 DEGREES 15 MINUTES 55 SECONDS WEST ALONG THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 5, A DISTANCE 1,550.82 FEET; THENCE NORTH 88 DEGREES 44 MINUTES 05 SECONDS EAST 409.15 FEET PERPENDICULAR TO THE LAST DESCRIBED COURSE TO THE POINT OF BEGINNING; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST 221.96 FEET; THENCE NORTH 37 DEGREES 44 MINUTES 29 SECONDS EAST 115.96 FEET; THENCE SOUTH 89 DEGREES 12 MINUTES 43 SECONDS EAST 196.55 FEET TO THE CENTERLINE OF THE ROB ROY DITCH; THENCE SOUTH 02 DEGREES 13 MINUTES 10 SECONDS WEST 1336.52 FEET ALONG SAID CENTERLINE; THENCE SOUTH 29 DEGREES 12 MINUTES 38 SECONDS WEST 600.81 FEET TO THE CENTERLINE OF GALENA ROAD AS NOW ESTABLISHED; THENCE NORTH 73 DEGREES 55 MINUTES 29 SECONDS WEST ALONG SAID CENTERLINE 677.76 FEET, THENCE NORTH 02 DEGREES 56 MINUTES 50 SECONDS WEST 348.47 FEET; THENCE NORTH 16 DEGREES 11 MINUTES 58 SECONDS EAST 599.13 FEET; THENCE NORTH 28 DEGREES 25 MINUTES 55 SECONDS EAST 750.54 FEET TO THE POINT OF BEGINNING, ALL IN KENDALL COUNTY, ILLINOIS, AND ALSO EXCEPTING, THAT PART CONVEYED BY WARRANTY DEED RECORDED AUGUST 30, 2007 AS DOCUMENT 200700026496, DESCRIBED AS FOLLOWS: THAT PART OF THE EAST HALF OF SECTION 5 AND THAT PART OF THE WEST HALF OF SECTION 4, ALL IN TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE IRON PIPE MONUMENTING THE SOUTHEAST CORNER OF SAID 8 SECTION 5; THENCE NORTH 01 DEGREES 15 MINUTES 55 SECONDS WEST ALONG THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 5, A DISTANCE OF 1730.13 FEET TO THE POINT OF BEGINNING; THENCE NORTH 89 DEGREES 27 MINUTES 29 SECONDS WEST 362.35 FEET; THENCE NORTH 00 DEGREES 32 MINUTES 31 SECONDS EAST 2026.23 FEET TO THE SOUTHERLY LINE OF COMMONWEALTH EDISON COMPANY PROPERTY DESCRIBED IN DOCUMENT 73-2720; THENCE NORTH 87 DEGREES 56 MINUTES 31 SECONDS EAST ALONG SAID SOUTHERLY LINE 1,222.89 FEET TO THE CENTERLINE OF ROB ROY DITCH; THENCE SOUTH 03 DEGREES 43 MINUTES 10 SECONDS EAST ALONG SAID CENTERLINE 577.07 FEET; THENCE SOUTH 01 DEGREES 49 MINUTES 41 SECONDS WEST ALONG SAID CENTERLINE 298.55 FEET; THENCE NORTH 89 DEGREES 00 MINUTES 53 SECONDS EAST 15.64 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 47 PER DOCUMENT 907256 AND 907257; (THE NEXT 5 CALLS ARE ALONG SAID WESTERLY RIGHT OF WAY LINE OF ILLINOIS ROUTE 47 PER DOCUMENT 907256 AND 907257) THENCE SOUTH 00 DEGREES 09 MINUTES 46 SECONDS EAST 170.64 FEET; THENCE NORTH 89 DEGREES 50 MINUTES 14 SECONDS EAST 10.00 FEET; THENCE SOUTH 00 DEGREES 09 MINUTES 48 SECONDS EAST, 1,000.00 FEET; THENCE SOUTH 89 DEGREES 50 MINUTES 14 SECONDS WEST 10.00 FEET; THENCE SOUTH 00 DEGREES 09 MINUTES 46 SECONDS EAST 38.62 FEET; THENCE NORTH 89 DEGREES 27 MINUTES 29 SECONDS WEST 925.95 FEET TO THE POINT OF BEGINNING, ALL IN KENDALL COUNTY, ILLINOIS. PARCEL 2: THAT PART OF THE NORTHWEST 1/4 OF SECTION 5 AND NORTHEAST 1/4 OF SECTION 6, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SECTION 5; THENCE EAST ALONG THE SECTION LINE 1331.4 FEET; THENCE SOUTHERLY ALONG A LINE FORMING AN ANGLE OF 90 DEGREES 07 MINUTES 00 SECONDS MEASURED FROM WEST TO SOUTH FROM THE SECTION LINE, 2321.5 FEET; THENCE WESTERLY ALONG A LINE FORMING AN ANGLE OF 89 DEGREES 33 MINUTES 00 SECONDS, MEASURED FROM NORTH TO WEST FROM THE LAST DESCRIBED COURSE, 1328.7 FEET TO THE WEST LINE OF SECTION 5; THENCE SOUTHERLY ALONG THE SECTION LINE, FORMING AN ANGLE OF 89 DEGREES 27 MINUTES 00 SECONDS MEASURED FROM EAST TO SOUTH FROM THE LAST DESCRIBED COURSE, 146.4 FEET; THENCE WESTERLY ALONG A LINE FORMING AN ANGLE OF 89 DEGREES 58 MINUTES 00 SECONDS, MEASURED FROM NORTH TO WEST FROM THE SECTION LINE, 1553 FEET; THENCE NORTHERLY ALONG A LINE FORMING AN ANGLE OF 89 DEGREES 33 MINUTES 00 SECONDS, MEASURED FROM EAST TO NORTH FROM THE LAST DESCRIBED COURSE, 2461.1 FEET TO THE NORTH LINE OF SECTION 6; THENCE EASTERLY ALONG SAID NORTH LINE 1534 FEET TO THE POINT OF BEGINNING, EXCEPTING THEREFROM THAT PART OF THE NORTHEAST 1/4 OF SECTION 6, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, LYING SOUTH AND WEST OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT 1876.07 FEET SOUTH OF THE NORTHEAST CORNER OF SAID SECTION 6, SAID POINT BEING ON THE NORTH LINE OF THE LAND CONVEYED TO COMMONWEALTH EDISON COMPANY BY DOCUMENT NO. R73-2841 (TRACT 1); THENCE WEST ALONG SAID NORTH LINE 1133.17 TO A POINT OF INTERSECTION WITH A LINE 415.0 FEET PERPENDICULARLY DISTANT EAST OF AND PARALLEL WITH THE EAST LINE OF THE LAND CONVEYED TO EARL P. AND EMMA V. KONICEK BY DEED RECORDED AS DOCUMENT NO. 136414 IN BOOK 126, PAGE 41; THENCE NORTH ON SAID PARALLEL LINE, ALSO BEING THE EAST LINE OF THE LAND CONVEYED TO SAID COMMONWEALTH EDISON COMPANY BY DOCUMENT NO. R73-2841, 1897.19 FEET TO THE NORTH LINE OF SAID SECTION 6 AND THE POINT OF TERMINATION; AND ALSO EXCEPT THAT PART OF THE NORTHWEST 1/4 OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN LYING SOUTHERLY OF A LINE 9 EXTENDED EASTERLY FROM A POINT ON THE WEST LINE OF SAID NORTHWEST 1/4 OF SECTION 5 WHICH POINT IS 1876.07 FEET SOUTH OF THE NORTHWEST CORNER OF SAID SECTION 5 TO A POINT ON THE NORTH AND SOUTH CENTER LINE OF SECTION 5, WHICH POINT IS 1828.85 FEET SOUTH OF THE NORTH QUARTER CORNER OF SAID SECTION 5, ALL IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. TRACT 6: PART OF THE EAST 1/2 OF SECTION 6; TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION; THENCE NORTHERLY ALONG THE EASTERLY LINE OF SAID SECTION 6, A DISTANCE OF 3407.85 FEET TO THE SOUTH LINE OF PROPERTY CONVEYED TO SUSAN SCHMIDT BY WARRANTY DEED RECORDED DECEMBER 18, 1929 IN BOOK 80, PAGES 334 AND 335; THENCE WEST ALONG THE SOUTH LINE OF PROPERTY CONVEYED TO SUSAN SCHMIDT A DISTANCE OF 1552.74 FEET TO THE EAST LINE OF PROPERTY CONVEYED TO EARL P KONICEK AND WIFE BY WARRANTY DEED DATED DECEMBER 4, 1961 RECORDED AS DOCUMENT 136414, THENCE SOUTH ALONG THE EAST LINE OF PROPERTY CONVEYED TO EARL P. KONICEK AND WIFE 1240.82 FEET TO THE CENTER LINE OF GALENA ROAD, FOR THE POINT OF BEGINNING; THENCE CONTINUING SOUTH ALONG THE PROLONGATION OF THE LAST DESCRIBED COURSE A DISTANCE 919.13 FEET TO AN ANGLE POINT WHICH IS 1312.43 FEET PERPENDICULARLY DISTANCE NORTH OF SAID SOUTH LINE OF SAID SECTION 6; THENCE SOUTHWESTERLY ALONG A LINE FORMING AN ANGLE OF 26 DEGREES 45 MINUTES 35 SECOND TO THE RIGHT WITH A PROLONGATION OF THE LAST DESCRIBED COURSE A DISTANCE OF 332.08 FEET TO THE NORTH LINE OF PARCEL TWO OF PROPERTY CONVEYED TO CHICAGO TITLE AND TRUST COMPANY, AS TRUSTEE UNDER TRUST NUMBER 45553 BY CONSERVATORS DEED RECORDED SEPTEMBER 17, 1973 AS DOCUMENT 73-4671; THENCE WESTERLY ALONG SAID NORTHERLY LINE FORMING AN ANGLE OF 62 DEGREES 01 MINUTES 01 SECONDS TO THE RIGHT WITH THE PROLONGATION OF THE LAST DESCRIBED COURSE, A DISTANCE 646.8 FEET TO THE CENTER LINE OF BEECHER ROAD; THENCE NORTHEASTERLY ALONG SAID CENTER LINE 1362.40 FEET TO THE CENTER LINE OF GALENA ROAD; THENCE SOUTHEASTERLY ALONG SAID CENTER LINE 460.52 FEET TO THE POINT OF BEGINNING; IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS, ALSO, THAT PART OF THE EAST 1/2 OF SECTION 6, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE CENTER LINE OF GALENA ROAD WITH THE EAST LINE OF SAID SECTION; THENCE NORTH 70 DEGREES 55 MINUTES WEST ALONG SAID CENTER LINE 276 FEET; THENCE SOUTH PARALLEL TO THE EAST LINE OF SAID SECTION 8, 200 FEET; THENCE SOUTH 70 DEGREES 55 MINUTES EAST 270 FEET TO THE EAST LINE OF SAID SECTION; THENCE SOUTH ALONG THE EAST LINE OF SAID SECTION 1456.6 FEET TO THE SOUTHEAST CORNER OF SAID SECTION; THENCE WEST ALONG THE SOUTH LINE OF SAID SECTION 470.51 FEET TO THE EASTERLY LINE OF PARCEL TWO OF THE PROPERTY CONVEYED TO CHICAGO TITLE AND TRUST COMPANY TRUSTEE UNDER TRUST NUMBER 45553 BY CONSERVATORS DEED RECORDED SEPTEMBER 17, 1973 AS DOCUMENT R73-4671; THENCE NORTHERLY ALONG SAID EASTERLY LINE 1006.52 FEET TO THE NORTHEASTERLY CORNER OF SAID PARCEL; THENCE WESTERLY ALONG THE NORTH LINE OF SAID PARCEL TWO 388.83 FEET TO THE INTERSECTION OF SAID NORTH LINE WITH THE EASTERLY LINE OF THE PROPERTY DESCRIBED IN PARCEL ONE OF SAID DOCUMENT 73-4671; THENCE NORTHEASTERLY ALONG SAID EASTERLY LINE OF PARCEL ONE A DISTANCE OF 115.02 FEET TO AN ANGLE POINT ON SAID EASTERLY LINE OF PARCEL ONE WHICH IS 1112.06 FEET PERPENDICULARLY DISTANCE NORTH OF THE SOUTH LINE OF SAID SECTION; THENCE NORTH ALONG A LINE FORMING AN ANGLE 26 DEGREES 45 MINUTES 38 SECOND 10 TO THE LEFT WITH THE PROLONGATION OF THE LAST DESCRIBED COURSE A DISTANCE OF 2329.35 FEET TO THE SOUTH LINE OF PROPERTY CONVEYED TO DIANE R. KAPCHINSKI BY TRUSTEES DEED RECORDED JUNE 14, 1973 AS DOCUMENT 73-28243; THENCE EAST ALONG THE SOUTH LINE OF PROPERTY CONVEYED TO DIANE R. KAPCHINSKI 812.68 FEET TO THE EAST LIEN OF SAID SECTION 6; THENCE SOUTHERLY ALONG THE EAST LINE OF SAID SECTION 6, 1319.90 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS, EXCEPT THE LEGAL DESCRIPTION INCLUDED IN THE WARRANTY DEED RECORDED AUGUST 24, 2020 AS DOCUMENT 202000016040. OWNER: The Konicek Family Limited Partnership A PART OF SECTION 6, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN AND PART OF SECTION 1, TOWNSHIP 37 NORTH, RANGE 6 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 6, THENCE EAST 19.508 CHAINS (1,287.528 FEET) TO AN IRON STAKE FOR PLACE OF BEGINNING, THENCE EAST ON THE NORTH LINE OF SAID SECTION 6, 44.599 CHAINS (2,943.534 FEET), THENCE SOUTH 16 MINUTES WEST 56.242 CHAINS (3,711.972 FEET) TO THE CENTER OF THE HIGHWAY, THENCE NORTH 73 DEGREES 58 MINUTES WEST 3.473 CHAINS (229.218 FEET) ALONG THE CENTER OF THE HIGHWAY, THENCE NORTH 79 DEGREES 37 MINUTES WEST 52.777 CHAINS (3,483.282 FEET) ALONG THE CENTER OF THE HIGHWAY, THENCE NORTH 79 DEGREES 16 MINUTES WEST 8.03 CHAINS (529.98 FEET) ALONG THE CENTER OF THE HIGHWAY TO AN IRON STAKE, THENCE NORTH 18 DEGREES 05 MINUTES EAST 10.258 CHAINS (677.028 FEET) TO AN IRON STAKE, THENCE NORTH 72 DEGREES 01 MINUTE WEST 6.632 CHAINS (437.712 FEET) TO AN IRON STAKE, THENCE NORTH 27 DEGREES 51 MINUTES EAST 11.60 CHAINS (765.6 FEET) TO AN IRON STAKE, THENCE NORTH 89 DEGREES 25 MINUTES EAST 11.535 CHAINS (761.31 FEET) TO THE CENTER OF THE HIGHWAY, THENCE NORTH 12 DEGREES 40 MINUTES EAST TO THE PLACE OF THE BEGINNING, SITUATED IN KENDALL COUNTY, ILLINOIS, EXCEPTING THEREFROM RIGHT OF WAY DEDICATED FOR ASHE ROAD AND GALENA ROAD AND ALSO; EXCEPTING, THAT PART OF THE NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 6; THENCE EAST ALONG THE NORTH LINE OF SAID SECTION 6, A DISTANCE OF 19.508 CHAINS (1287.53 FEET); THENCE SOUTH 12 DEGREES 40 MINUTES WEST, 22.655 CHAINS (1495.23 FEET); THENCE SOUTH 89 DEGREES 25 MINUTES WEST, 11.535 CHAINS (761.31 FEET); THENCE SOUTH 27 DEGREES 50 MINUTES 42 SECONDS WEST, 765.57 FEET; THENCE SOUTH 72 DEGREES 01 MINUTES EAST, 437.71 FEET; THENCE SOUTH 18 DEGREES 05 MINUTES WEST, 637.63 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF GALENA ROAD; THENCE SOUTH 77 DEGREES 03 MINUTES 31 SECONDS EAST ALONG SAID NORTHERLY RIGHT OF WAY LINE OF GALENA ROAD, 187.93 FEET FOR THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 77 DEGREES 03 MINUTES 31 SECONDS EAST ALONG SAID RIGHT OF WAY LINE 136.30 FEET TO A POINT OF CURVE; THENCE CONTINUING EASTERLY ALONG SAID RIGHT OF WAY, BEING A CURVE TO THE LEFT, HAVING A RADIUS OF 14,285.00 FEET AND CHORD BEARING SOUTH 78 DEGREES 06 MINUTES 11 SECONDS EAST, 189.98 FEET TO A POINT OF BEND IN SAID RIGHT OF WAY; THENCE NORTH 14 DEGREES 08 MINUTES 51 SECONDS EAST ALONG SAID RIGHT OF WAY, 20.02 FEET TO A POINT OF BEND; THENCE EASTERLY ALONG SAID RIGHT OF WAY, BEING A CURVE TO THE LEFT, HAVING A RADIUS OF 14,265.00 FEET AND CHORD BEARING SOUTH 79 DEGREES 23 MINUTES 57 SECONDS EAST, A DISTANCE OF 453.85 FEET TO A POINT OF TANGENT; THENCE SOUTH 80 DEGREES 18 MINUTES 38 SECONDS EAST ALONG SAID RIGHT OF WAY, 29.82 FEET; THENCE NORTH 10 DEGREES 46 MINUTES 28 SECONDS EAST, 528.48 11 FEET; THENCE NORTH 79 DEGREES 13 MINUTES 32 SECONDS WEST, 810.97 FEET; THENCE SOUTH 10 DEGREES 46 MINUTES 28 SECONDS WEST, 541.53 FEET TO THE POINT OF BEGINNING, IN BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS, ALSO EXCEPTING, THAT PART OF THE NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN BEING DESCRIBED BY COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 6; THENCE EAST ALONG THE NORTH LINE OF SAID SECTION 6, A DISTANCE OF 19.508 CHAINS (1287.53 FEET) TO THE NORTHEAST CORNER OF EQUESTRIAN ESTATES AT LEGACY FARMS; THENCE SOUTH 12 DEGREES 40 MINUTES WEST ALONG THE EASTERLY LINE OF SAID SUBDIVISION AND SAID EAST LINE EXTENDED SOUTHERLY, 22.655 CHAINS (1495.23 FEET); THENCE NORTH 89 DEGREES 25 MINUTES EAST, 29.67 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF ASHE ROAD AS RELOCATED FOR THE POINT OF BEGINNING; THENCE SOUTH 89 DEGREES 25 MINUTES 00 SECONDS WEST ALONG THE LAST DESCRIBED COURSE, A DISTANCE OF 618.59 FEET; THENCE SOUTH 00 DEGREES 35 MINUTES EAST, AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, A DISTANCE OF 355.09 FEET; THENCE NORTH 89 DEGREES 25 MINUTES EAST, A DISTANCE OF 683.60 TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF ASHE ROAD; THENCE NORTHERLY ALONG SAID RIGHT OF WAY LINE, ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 1482.39 FEET, WHOSE CHORD BEARS NORTH 10 DEGREES 57 MINUTES 30 SECONDS WEST, 360.99 FEET TO THE POINT OF BEGINNING IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. Section 14 Consents of Owners Galena & 47th, LLC 1 MPLIV10, LLC March ___, 2025 Ms. Krysti J. Barksdale-Noble, AICP Community Development Director United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois 60560 Re: Authorization to file Applications for Annexation, Rezoning and a Planned Unit Development with United City of Yorkville, Kendall County, Illinois Dear Ms. Barksdale-Noble: The undersigned (the “Owner”) holds title to that certain property located in Kendall County and legally described on Exhibit A attached hereto (the “Property”). Pioneer Development, LLC (the “Contract Purchaser”) has executed a purchase and sale agreement for the Property. The Contract Purchaser intends to file applications with the United City of Yorkville (“City”) for (a) annexation of all or part of the Property; (b) a rezoning of the Property; (c) a planned unit development; and (d) such other relief and approvals as may be necessary in furtherance of the Contract Purchaser’s intended development of the Property. In connection with the Contract Purchaser’s applications, the Owner hereby consents to the Contract Purchaser, and any affiliated or authorized entity or entities (including, without limitation, legal counsel), to: (xx) file such applications; (yy) pursue approval of said applications; and (zz) take any and all related actions which may be necessary or appropriate in connection with processing such applications. Owner provides this consent on the condition that any change to the Property approved by the City as a result of an application filed by Contract Purchaser will not be effective until the closing on the purchase of the Property by Contract Purchaser. Thank you for your consideration. If you have any questions regarding the foregoing consent, please contact the undersigned. [SIGNATURE PAGE FOLLOWS] 11 Galena & 47th, LLC 3 MPLIV10, LLC EXHIBIT A PROPERTY LEGAL DESCRIPTION ADDRESS: 170 acres Yorkville, IL PINs: 02-05-300-003 02-04-300-032 02-05-400-021 02-04-300-024 02-09-100-031 02-09-100-030 PARCEL 1: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 4 AND THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE SOUTH 01 DEGR EE 19 MINUTES 09 SECONDS EAST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER, 990.0 FEET (15 CH.) TO THE NORTHEAST CORNER OF LANDS DESCRIBED IN BOOK 163 AT PAGE 473; THENCE SOUTH 01 DEGREE 19 MINUTES 09 SECONDS EAST ALONG SAID EAST LINE, 1.84 FEET TO A POIN T ON THE SOUTHERLY LINE OF LANDS DESCRIBED IN BOOK 152 AT PAGE 392; THENCE SOUTH 87 DEGREES 52 MINUTES 56 SECONDS WEST ALONG SAID SOUTHERLY LINE AND THE WESTERLY EXTENSION THEREOF, 1722.34 FEET TO ITS INTERSECTION WITH THE WESTERLY LINE OF THE RIGHT-OF-WAY OF ILLINOIS ROUTE 47 AS RECORDED IN DOCUMENT 907257 FOR A POINT OF BEGINNING; THENCE SOUTH 00 DEGREES 09 MINUTES 41 SECONDS EAST ALONG SAID WESTERLY LINE, 128.76 FEET; THENCE NORTH 89 DEGREES 50 MINUTES 19 SECONDS EAST ALONG SAID WESTERLY LINE, 10.0 FEET; THENCE SOUTH 00 DEGREES 09 MINUTES 41 SECONDS EAST ALONG SAID WESTERLY LINE, 787.46 FEET; THENCE SOUTHERLY ALONG SAID WESTERLY LINE, BEING A CIRCULAR CURVE HAVING A RADIUS OF 1596.42 FEET CONCAVE TO THE WEST, THE CHORD OF WHICH BEARS SOUTH 13 DEGREES 43 M INUTES 37 SECONDS WEST, 773.94 FEET TO ITS INTERSECTION WITH THE SOUTH LINE OF SAID SOUTHWEST QUARTER, SAID POINT BEARING NORTH 87 DEGREES 56 MINUTES 55 SECONDS EAST, 719.99 FEET FROM THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE CONTINUING SOUTHE RLY ALONG SAID WESTERLY LINE, BEING A CIRCULAR CURVE HAVING A RADIUS OF 1596.42 FEET CONCAVE TO THE WEST, THE CHORD OF WHICH BEARS SOUTH 31 DEGREES 17 MINUTES 50 SECONDS WEST, 205.17 FEET; THENCE SOUTH 34 DEGREES 58 MINUTES 45 SECONDS WEST ALONG SAID WESTERLY LINE, 88.42 FEET TO THE CENTER LINE OF THE CHICAGO-GALENA ROAD; THENCE NORTH 74 DEGREES 20 MINUTES 53 SECONDS WEST, 41.71 FEET TO AN EASTERLY LINE OF SAID LANDS DESCRIBED IN BOOK 152 AT PAGE 392; THENCE NORTH 29 DEGREES 07 MINUTES 39 SECONDS EAST ALONG SAID EASTERLY LINE, 267.87 FEET TO SAID SOUTH LINE OF SAID SOUTHWEST QUARTER; THENCE NORTH 87 DEGREES 56 MINUTES 55 SECONDS EAST ALONG SAID SOUTH LINE, 9.74 FEET TO A POINT ON THE WESTERLY LINE OF SAID LANDS DESCRIBED IN BOOK 163 AT PAGE 473; THENCE Galena & 47th, LLC 4 MPLIV10, LLC NORTH 27 DEGREES 39 MINUTES 29 SECONDS EAST ALONG SAID WESTERLY LINE, 366.26 FEET; THENCE NORTH 00 DEGREES 54 MINUTES 29 SECONDS EAST ALONG SAID WESTERLY LINE, 756.55 FEET; THENCE DEPARTING FROM SAID WESTERLY LINE NORTH 02 DEGREES 12 MINUTES 23 SECONDS EAST, 581.48 FEET TO A POINT OF THE SOUTHERLY LINE OF SAID LANDS DESCRIBED IN BOOK 163 AT PAGE 473; THENCE NORTH 87 DEGREES 52 MINUTES 56 SECONDS EAST ALONG SAID SOUTHERLY LINE, 22.15 FEET TO THE POINT OF BEGINNING IN KENDALL COUNTY, ILLINOIS. PARCEL 2: THAT PART OF THE SOUTHEAST 1/4 OF SECTION 5, THAT PART OF THE SOUTHWEST 1/4 OF SECTION 4, THAT PART OF THE NORTHEAST 1/4 OF SECTION 8 AND THAT PART OF THE NORTHWEST 1/4 OF SECTION 9, ALL IN TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, D ESCRIBED AS FOLLOWS: COMMENCING AT THE IRON ROD MONUMENTING THE SOUTHEAST CORNER OF SECTION 5; THENCE NORTH 01 DEGREE 15 MINUTES 55 SECONDS WEST ALONG THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 5, A DISTANCE OF 1,550.82 FEET; THENCE NORTH 88 DEGREES 44 MINUTES 05 SECONDS EAST 409.15 FEET PERPENDICULAR TO THE LAST DESCRIBED COURSE TO THE POINT OF BEGINNING; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST 221.96 FEET; THENCE NORTH 37 DEGREES 44 MINUTES 29 SECONDS EAST 115.96 FEET; THENCE SOUTH 89 DEGREES 12 MINUTES 43 SECONDS EAST 196.55 FEET TO THE CENTERLINE OF THE ROB ROY DITCH; THENCE SOUTH 02 DEGREES 13 MINUTES 10 SECONDS WEST 1,336.52 FEET ALONG SAID CENTERLINE; THENCE SOUTH 29 DEGREES 12 MINUTES 38 SECONDS WEST 600.81 FEET TO THE CENTERLINE O F GALENA ROAD AS NOW ESTABLISHED; THENCE NORTH 73 DEGREES 55 MINUTES 29 SECONDS WEST ALONG SAID CENTERLINE 677.76 FEET; THENCE NORTH 02 DEGREES 56 MINUTES 50 SECONDS WEST 348.47 FEET; THENCE NORTH 16 DEGREES 11 MINUTES 58 SECONDS EAST 599.13 FEET; THENCE N ORTH 28 DEGREES 26 MINUTES 55 SECONDS EAST 750.54 FEET TO THE POINT OF BEGINNING, ALL IN KENDALL COUNTY, ILLINOIS. PARCEL 3: THAT PART OF THE WEST HALF OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 5; THENCE NORTHERLY ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER 642.93 FEET TO A POINT WHICH IS 162.00 FEET SOUTHERLY OF THE ORIGINAL CENTER LINE OF GALENA ROAD; THENCE WESTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 102 DEGREES 56 MINUTES 02 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREF ROM, 100.00 FEET TO A POINT WHICH IS 169.50 FEET, AS MEASURED PARALLEL WITH SAID EAST LINE SOUTHERLY OF SAID ORIGINAL CENTER LINE TO THE POINT OF BEGINNING; THENCE NORTHERLY PARALLEL WITH SAID EAST LINE, 14.66 FEET TO THE PRESENT CENTER LINE OF GALENA ROAD AS DEPICTED ON A PLAT RECORDED JUNE 5, 1964 AS DOCUMENT NUMBER 145193; THENCE WESTERLY ALONG SAID Galena & 47th, LLC 5 MPLIV10, LLC PRESENT CENTER LINE, 1675.69 FEET TO A POINT OF CURVATURE; THENCE WESTERLY ALONG SAID PRESENT CENTER LINE BEING ALONG A TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 42,975.00 FEET, 933.19 FEET; THENCE WESTERLY, ALONG SAID PRESENT CENTER LINE, 64.12 FEET TO THE WEST LINE OF SAID SOUTHWEST QUARTER; THENCE NORTHERLY ALONG SAID WEST LINE, 957.16 FEET TO THE NORTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTHERLY ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 5, 920.88 FEET TO A POINT WHICH IS 2,316.00 FEET SOUTHERLY OF THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER; THENCE EASTERLY, 2,651.03 FEET TO A POINT ON THE EAST LINE OF SAID WEST HALF WHICH IS 2,326.70 FEET SOUTHERLY OF THE NORTHEAST CORNER OF SAID NORTHWEST QUARTER; THENCE SOUTHERLY ALONG THE EAST LINE OF SAID WEST HALF, 2,686.96 FEET TO SAID ORIGINAL CENTER LINE; THENCE WESTERLY ALONG SAID ORIGINAL CENTER LINE, 101.94 FEET TO THE POINT OF BEGINNING, IN BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS. Section 15.1 Contiguous Owners CERTIFIED MAILING AFFIDAVIT STATE OF ILLINOIS ) ) SS COUNTY OF KENDALL ) I/We, ________________________, petitioner, being first duly sworn, do hereby state under oath that to the best of my knowledge the attached list is a true, correct and complete list of all permanent parcel numbers, and names and addresses of owners, of all lots and parts of lots located within 500 feet (exclusively of any public streets and alleys) of the property legally described on the attached application for annexation, rezoning, special use permit, planned unit development, variation, or other zoning amendment. I further state that said list was obtained from the current tax rolls of the Kendall County Treasurer’s Office. I further state that I mailed by U.S. Certified Mail, Return Receipt Requested, a copy of the Public Notice of Public Hearing before the United City of Yorkville Planning and Zoning Commission for the Public Hearing held on Wednesday, _______________, at the United City of City Council Chambers, Yorkville, Illinois. The notice was mailed to the attached list of all of the permanent parcel numbers and names and addresses of owners at the U.S. Post office on _______________________, 20_____. ________________________________ Signature of Petitioner(s) Subscribed and sworn to before me this ________ day of _______________, 20______ ______________________________________ Notary Public BRISTOL BAY TOWNHOME ASSOC ADVOCATE MANAGEMENT COMPANY 2272 95TH ST STE 313 NAPERVILLE IL 60564 LUCILLE KANDLER 4553 C GARRITANO ST YORKVILLE IL 60560 MOORE ANNA C LANDOVITZ KEITH S 275 ASHE RD PLANO IL 60545 BRISTOL VENTURES LLC 10318 GALENA RD BRISTOL IL 60512 ROSENWINKEL FAMILY TRUST ET AL 501 JOHN ROSENWINKEL 10735 CHICAGO RD WATERMAN IL 60556 FAYE MAJOLA 4593 C GARRITANO CT YORKVILLE IL 60560 RYAN C EMILY M ANDERSON 2986 STIRLING CT MONTGOMERY IL 60538 ROSENWINKEL FAMILY TRUST ET AL 501 JOHN ROSENWINKEL 10735 CHICAGO RD WATERMAN IL 60556 BRISTOL BAY CONDO ASSOC ADVOCATE MANAGEMENT COMPANY 2272 95TH ST STE 313 NAPERVILLE IL 60564 DANIEL A CHARENE S NAGEL LIV TRUST PO BOX 1069 SUGAR GROVE IL 60554 CORDERO REAL ESTATE LLC 1079 SARD AVE MONTGOMERY IL 60538 KONICEK DALE L LLC 6321 WALKER RD YORKVILLE IL 60560 JOSE RAMOS GUILLERMINA MALDONADO 385 GRAPE VINE TRL OSWEGO IL 60543 LAWRENCE D JR DEBORAH H WICKTER REV TRUST 17M ASHE RD SUGAR GROVE IL 60554 BRADLEY MEGAN SUMMERS 4573 C GARRITANO ST YORKVILLE IL 60560 KONICEK ANGELA M DEC OF TRUST KONICEK MICHAEL A DEC OF TRUST 11843 GALENA RD PLANO IL 60545 KONICEK FAMILY LIMITED PARTNERSHIP 11843 GALENA RD PLANO IL 60545 KONICEK DALE L LLC 6321 WALKER RD YORKVILLE IL 60560 MARQUETTE COMPANIES GALENA 47 LLC 135 WATER ST 4TH FLR NAPERVILLE IL 60540 HERNANDEZ LOUIS BUCHNER AUDREY 4587 C GARRITANO ST YORKVILLE IL 60560 OKEEFE FAMILY LTD PARTNERSHIP 1624 HOBBS DR STE 1 DELAVAN WI 53115 BRYAN HOLDINGS LLC P O BOX 998 AURORA IL 60507 AVINASH B SHARON A FERNANDES 4561 GARRITANO ST UNIT C YORKVILLE IL 60560 BRISTOL BAY TOWNHOME ASSOC ADVOCATE MANAGEMENT COMPANY 2272 95TH ST STE 313 NAPERVILLE IL 60564 COMMONWEALTH EDISON THREE LINCOLN CENTRE 4TH FL OAK BROOK TERRACE IL 60181 TERI S DAVID THOMPSON 761 CYNTHIA DR SANDWICH IL 60548 KONICEK DALE L LLC 6321 WALKER RD YORKVILLE IL 60560 SPEEDWAY LLC 539 S MAIN ST FINDLAY OH 45840 MARK S MICHELLE M BOSSONG TRUST 17L ASHE RD SUGAR GROVE IL 60554 GALENA 47 LLC 135 WATER ST 4TH FLOOR NAPERVILLE IL 60540 BRISTOL VENTURES LLC 10318 GALENA RD BRISTOL IL 60512 DALE L KONICEK LLC 6321 WALKER RD YORKVILLE IL 60560 TARA KING CANO 4593 B GARRITANO ST YORKVILLE IL 60560 SKYFALL EQUESTRIAN LLC 17 J ASHE RD SUGAR GROVE IL 60554 ASHLEY M OLSEN 4567 GARRITANO ST UNIT C YORKVILLE IL 60560 PLANO 12127 B GALENA RD LLC ABIATHAR MGMT LLC PLANO 12127 B GALENA RD LLC 1550 E BELTLINE AVE SE STE 150 GRAND RAPIDS MI 49506 LEGACY FARM ESTATES LLC 8 HATHAWAY CRESCENT AURORA IL 60506 MOORE ANNA C LANDOVITZ KEITH S 275 ASHE RD PLANO IL 60545 MOORE ANNA C LANDOVITZ KEITH S 275 ASHE RD PLANO IL 60545 DALE L KONICEK LLC 6321 WALKER RD YORKVILLE IL 60560 KONICEK DALE L LLC 6321 WALKER RD YORKVILLE IL 60560 TWO STAR ENTERPRISES LLC 695 RTE 34 AURORA IL 60503 TORO MARILEX A CEJA VICTOR E TORO 10292 GALENA RD BRISTOL IL 60512 KONICEK FAMILY LIMITED PARTNERSHIP 11843 GALENA RD PLANO IL 60545 GUPTA SANJAY GUPTA SAMEER 3N982 WALT WHITMAN RD SAINT CHARLES IL 60175 LAND AT LEGACY ESTATES LLC 17 ASHE RD LOT J SUGAR GROVE IL 60554 KONICEK DALE L LLC 6321 WALKER RD YORKVILLE IL 60560 TEQUILLA SUNRISE ENTERPRISES LLC 1107 S BRIDGE ST STE D YORKVILLE IL 60560 MARQUETTE COMPANIES MPLIV10 LLC 135 WATER ST NAPERVILLE IL 60540 CHICAGO WB INVESTORS LLC c/o SAM ZABALA 315 FLATBUSH AVE 302 BROOKLYN NY 11217 MARQUETTE COMPANIES GALENA 47 LLC 135 WATER ST 4TH FLR NAPERVILLE IL 60540 MARQUETTE COMPANIES GALENA 47 LLC 135 WATER ST 4TH FLR NAPERVILLE IL 60540 SKYFALL EQUESTRIAN LLC 17 J ASHE RD SUGAR GROVE IL 60554 EDWARD A BARBARA SCHRAMM N5119 HWY H DEERBROOK WI 54424 GALENA 47 LLC 175 SOUTH HIGHPOINT DRIVE ROMEOVILLE IL 60446 KONICEK 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TRUST JAMES A SHERMAN 602B W 5TH AVE NAPERVILLE, IL 60563-2902 HOMESTEAD LAND COMPANY LLC 1107 S BRIDGE ST, STE D YORKVILLE, IL 60560-1747 ORMISTON, MAURICE E. DCLRN TR #101 ET AL 11718 NEWARK RD NEWARK, IL 60541-9236 SUGAR GROVE FAMILY FUN CENTER LLC EDWARD PAROLEK 1099 DEERPATH RD AURORA, IL 60506 GRUBE, ROBERT P 2011 TRUST ET AL CAPS 801 WARRENVILLE RD STE 150 LISLE, IL, 60532-4328 J M FARM LLC DEBRA BAUMGARTNER 2506 N CLARK ST STE 2950 CHICAGO, IL, 60614-1849 FOTOPOULOS, ELIZABETH & NINA A 43W904 BASELINE RD SUGAR GROVE, IL, 60554-9649 JERICHO CEMETERY ASSOCIATION % RALPH HARKISON PO BOX 3 BIG ROCK, IL, 60511 EILERT, JEFFRIES H DCLRN OF TRUST, TRUSTEE 525 S EDGELAWN DR AURORA, IL, 60506 GRACE LAND LLC 9 BEL AIRE CT BURR RIDGE, IL 60527-8382 JENNINGS, SUZANN M. TRUST JAMES A SHERMAN 602B W 5TH AVE NAPERVILLE, IL 60563-2902 HOMESTEAD LAND COMPANY LLC 1107 S BRIDGE ST, STE D YORKVILLE, IL 60560-1747 ORMISTON, MAURICE E. DCLRN TR #101 ET AL 11718 NEWARK RD NEWARK, IL 60541-9236 SUGAR GROVE FAMILY FUN CENTER LLC EDWARD PAROLEK 1099 DEERPATH RD AURORA, IL 60506 GRUBE, ROBERT P 2011 TRUST ET AL CAPS 801 WARRENVILLE RD STE 150 LISLE, IL, 60532-4328 J M FARM LLC DEBRA BAUMGARTNER 2506 N CLARK ST STE 2950 CHICAGO, IL, 60614-1849 FOTOPOULOS, ELIZABETH & NINA A 43W904 BASELINE RD SUGAR GROVE, IL, 60554-9649 JERICHO CEMETERY ASSOCIATION % RALPH HARKISON PO BOX 3 BIG ROCK, IL, 60511 EILERT, JEFFRIES H DCLRN OF TRUST, TRUSTEE 525 S EDGELAWN DR AURORA, IL, 60506 GRACE LAND LLC 9 BEL AIRE CT BURR RIDGE, IL 60527-8382 JENNINGS, SUZANN M. TRUST JAMES A SHERMAN 602B W 5TH AVE NAPERVILLE, IL 60563-2902 HOMESTEAD LAND COMPANY LLC 1107 S BRIDGE ST, STE D YORKVILLE, IL 60560-1747 ORMISTON, MAURICE E. DCLRN TR #101 ET AL 11718 NEWARK RD NEWARK, IL 60541-9236 SUGAR GROVE FAMILY FUN CENTER LLC EDWARD PAROLEK 1099 DEERPATH RD AURORA, IL 60506 Section 16 Public Hearing Sign Application APPLICATION FOR PUD PRELIMINARY PLAN United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fax: 630-553-7575 Website: www.yorkville.il.us DATE:PZC NUMBER:DEVELOPMENT NAME: PETITIONER INFORMATION NAME:COMPANY: MAILING ADDRESS: CITY, STATE, ZIP:TELEPHONE: BUSINESS HOME EMAIL:FAX: PROPERTY INFORMATION NAME OF HOLDER OF LEGAL TITLE: IF LEGAL TITLE IS HELD BY A LAND TRUST, LIST THE NAMES OF ALL HOLDERS OF ANY BENEFICIAL INTEREST THEREIN: PROPERTY STREET ADDRESS: TYPE OF REQUEST: PRELIMINARY PLAN AMENDED PREMILINARY PLAN TOTAL LOT ACREAGE:CURRENT ZONING CLASSIFICATION: ATTACHMENTS Petitioner must attach a legal description of the property to this application and title it as “Exhibit A”. (847) 738-5005 APPLICATION FOR PUD PRELIMINARY PLAN United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fax: 630-553-7575 Website: www.yorkville.il.us ATTORNEY INFORMATION NAME:COMPANY: MAILING ADDRESS: CITY, STATE, ZIP:TELEPHONE: EMAIL:FAX: ENGINEER INFORMATION NAME:COMPANY: MAILING ADDRESS: CITY, STATE, ZIP:TELEPHONE: EMAIL:FAX: LAND PLANNER/SURVEYOR INFORMATION NAME:COMPANY: MAILING ADDRESS: CITY, STATE, ZIP:TELEPHONE: EMAIL:FAX: AGREEMENT I VERIFY THAT ALL THE INFORMATION IN THIS APPLICATION IS TRUE TO THE BEST OF MY KNOWLEDGE. I UNDERSTAND AND ACCEPT ALL REQUIREMENTS AND 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. I UNDERSTAND ALL OF THE INFORMATION PRESENTED IN THIS DOCUMENT AND UNDERSTAND THAT IF AN APPLICATION BECOMES DORMANT IT IS THROUGH MY OWN FAULT AND I MUST THEREFORE FOLLOW THE REQUIREMENTS OUTLINED ABOVE. OWNER HEREBY AUTHORIZES THE PETITIONER TO PURSUE THE APPROPRIATE ENTITLEMENTS ON THE PROPERTY. PETITIONER SIGNATURE OWNER SIGNATURE DATE DATE THIS APPLICATION MUST BE NOTARIZED PLEASE NOTARIZE HERE: PERMIT NUMBER:DATE/TIME RECEIVED: SITE ADDRESS:PARCEL NUMBER: SUBDIVISION:LOT/UNIT: APPLICANT INFORMATION NAME:TELEPHONE: HOME BUSINESS ADDRESS:E-MAIL: HOME BUSINESS CITY, STATE, ZIP:FAX: SIGN INFORMATION DATE OF PICK UP:NUMBER OF SIGNS: DATE OF PUBLIC HEARING:SIGN RETURN DATE: The undersigned hereby states that they have acquired Public Hearing Signs from the United City of Yorkville’s Community Development Department and agrees to return said sign/s to Yorkville City Hall, 800 Game Farm Road, Yorkville, Illinois, immediately following the date of the public hearing. Petitioner or Representative agrees to pay to the United City of Yorkville a deposit of $50 for each sign. The deposit will be returned to the petitioner when the public hearing sign/s have been returned to the City. Petitioner or Representative further agrees to pay to the United City of Yorkville the full amount of the purchase price for each sign not returned to the United City of Yorkville within seven (7) days after the date of the public hearing. ___________________________________________________________________________ __________________________________ SIGNATURE/AUTHORIZED AGENT DATE DATE RETURNED: _____________________________________________________ RECEIVED BY: _______________________________________________________PZC# ______________________________ APPLICATION FOR PUBLIC HEARING SIGN United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fax: 630-553-7575 Website: www.yorkville.il.us Section 17 Fee Schedule APPLICATION FOR PLANNED UNIT DEVELOPMENT United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fax: 630-553-7575 Website: www.yorkville.il.us INVOICE & WORKSHEET PETITION APPLICATION CONCEPT PLAN REVIEW Engineering Plan Review deposit $500.00 Total: $ AMENDMENT Annexation Plan Plat P.U.D. $500.00 $500.00 $500.00 $500.00 Total: $ ANNEXATION $250.00 + $10 per acre for each acre over 5 acres Total: $ ____________ - 5 = ____________ x $10 = ____________ + $250 = $ ____________ # of Acres Acres over 5 Amount for Extra Acres Total Amount REZONING $200.00 + $10 per acre for each acre over 5 acres Total: $ If annexing and rezoning, charge only 1 per acre fee; if rezoning to a PUD, charge PUD Development Fee - not Rezoning Fee ____________ - 5 = ____________ x $10 = ____________ + $200 = $ ____________ # of Acres Acres over 5 Amount for Extra Acres Total Amount SPECIAL USE $250.00 + $10 per acre for each acre over 5 acres Total: $ ____________ - 5 = ____________ x $10 = ____________ + $250 = $ ____________ # of Acres Acres over 5 Amount for Extra Acres Total Amount ZONING VARIANCE $85.00 + $500.00 outside consultants deposit Total: $ PRELIMINARY PLAN FEE $500.00 Total: $ PUD FEE $500.00 Total: $ FINAL PLAT FEE $500.00 Total: $ ENGINEERING PLAN REVIEW DEPOSIT Less than 1 acre Over 1 acre, less than 10 acres Over 10 acres, less than 40 acres Over 40 acres, less than 100 acres Over 100 acres $5,000.00 $10,000.00 $15,000.00 $20,000.00 $25,000.00 Total: $ OUTSIDE CONSULTANTS DEPOSIT Legal, land planner, zoning coordinator, environmental services Total: $ For Annexation, Subdivision, Rezoning, and Special Use: Less than 2 acres Over 2 acres, less than 10 acres Over 10 acres $1,000.00 $2,500.00 $5,000.00 TOTAL AMOUNT DUE: Section 18 Acknowledgement of Financial Responsibility GarritanoSt Brist o l BayDr US Route30Baseline Rd Bertram Dr NBridgeStGalenaRdAs h e R d E Beecher RdW Beecher RdEldamain Rd653 650 651 64 8 64 9 652 651 652 64 8 64 9 650 653 Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700 PROJECT CARDINALFLOODPLAIN EXHIBIT www.eeiweb.com DATE DATE: PROJECT NO.: FILE: PATH: BY: MARCH 2025 YO2451 YO2451_Project_Cardinal_Floodplain.mxd H:\GIS\PUBLIC\YORKVILLE\2024\ PGW2 NO.REVISIONS ³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.us 600 0300 Feet Legend RobRoyFIS_BFElines Zone AE Floodplain Floodway Soundscape Engineering 3711 N. Ravenswood Ave., Ste. 104 • Chicago, IL 60613 • (312) 436-0032 729 W. Ann Arbor Trl., Ste. 150 • Plymouth, MI 48170 • (734) 418-8663 www.SoundscapeEngineering.com MEMORANDUM April 7, 2025 To: Krysti J. Barksdale-Noble, Community Development Director, United City of Yorkville, knoble@yorkville.il.us From: Aimee Lalime, INCE Bd. Cert. Nathan Sevener, INCE Bd. Cert. Re: Project Cardinal Proposed Data Center Campus and On-site Substations Development Preliminary Comments on Potential Noise Transmission to the Community Per Soundscape Engineering’s consulting services contract with the United City of Yorkville, we are providing the following preliminary comments regarding potential noise transmission from the proposed development of a data center campus with on-site substations to the surrounding community. At this time, there is insufficient Project information available to allow calculation of noise transmission from the proposed Development to the surrounding community. However, based on our experience, review of the Preliminary PUD Plan dated 3/14/25, and the uses of the properties near the proposed site, we can provide the following comments for your consideration. 1. Chapter 4 of the Yorkville Code of Ordinances restricts noise transmission to both residential and commercial land uses. The limit on sound transmission to residential land uses during the nighttime is the most restrictive (50 dBA). Since the proposed Data Center Campus can be expected to operate during both daytime and nighttime, nighttime sound level limits will need to be considered when evaluating noise transmission from the proposed Data Center Campus. 2. In our experience, the primary noise sources associated with Data Centers are the electrical power generators and the cooling equipment. 3. The Applicant should note, in particular, that the Noise Ordinance includes a 10 dB sound level limit penalty for noise that is tonal in character. Some types of cooling equipment, such as chillers, can emit tonal noise. 4. There is a large residential development within Yorkville limits (Bristol Bay condos) located approximately 1300 ft east of the closest building on the proposed Project Cardinal Campus; 900 feet of this distance is a setback within the proposed project site. For properties at this distance, it may be difficult for the Data Center Campus to comply with the City’s Noise Ordinance. 5. The closest residential land use within the City of Yorkville is 800 feet south of the proposed data center property line at 10346 Galena Road. With concerted effort, it might be possible for the Data Center Campus to comply with the City’s Noise Ordinance. This location is of particular concern to us due to its proximity to the proposed development. Project Cardinal Data Center – Preliminary Comments April 7, 2025 SE No. 2312 Page 2 of 2 Soundscape Engineering 3711 N. Ravenswood Ave., Ste. 104 • Chicago, IL 60613 • (312) 436-0032 729 W. Ann Arbor Trl., Ste. 150 • Plymouth, MI 48170 • (734) 418-8663 www.SoundscapeEngineering.com 6. Based on our noise control engineering experience and review of similar-sized data center campuses, the project will need to consider noise control early in the design, using thoughtful site planning, locating cooling equipment and generators as far as possible from residents, and selecting low-noise equipment. Since the nighttime ordinance is more stringent, it may be necessary for some of the equipment to be programmed to operate at quieter, but less efficient, operating modes during nighttime hours. In addition to equipment selection, load settings, and siting, meeting the noise ordinance may also require noise control screening, compressor wraps, or other approaches for the outdoor cooling equipment. Noise control enclosures and mufflers will most likely be needed for the generators. 7. The Applicant should provide a noise impact assessment report for review by the City. The report should describe how the assessment was performed, list the specific noise-generating equipment associated with operation of the Data Center Campus and On-site Substation, describe any noise control approaches and equipment that will be included in the project design, and confirm that the City’s noise ordinance will be met. Noise source data for the cooling equipment shall be based on actual sound level measurements of the specific equipment planned for the project, made in accordance with nationally recognized standards, not on interpolated, extrapolated, or otherwise calculated sound levels. 8. The City should consider whether it wishes to require the applicant to perform post-construction acoustic testing to demonstrate compliance with the noise ordinance. 9. We understand that some members of the community are concerned about noise emissions from the planned data center campus. The community noise ordinance protects Yorkville residents by limiting noise transmission to residential land uses to 60 dBA during the day and 50 dBA at night. In addition, tonal noise sources are required to be 10 dBA below those values (50 dBA daytime and 40 dBA at night). For reference, the Route 47 traffic noise at the closest Bristol Bay condos (400’ from the roadway) is estimated to be as low as 55 dBA at night and as high as 63 dBA during the day. This suggests that residences located near busy roadways will not experience a significant impact from data center noise. 10. Our comments are only in relation to the City of Yorkville noise ordinance and do not consider compliance relative to any other jurisdictions, including Kendall County, Kane County, or the Illinois Pollution Control Board. 11. Similarly, our comments are focused on residential and commercial land uses that are currently within the City of Yorkville. There are, however, several single-family residences located very near the proposed development that are not currently within the City of Yorkville. These residences are located immediately across the road to the North, South, and West of the proposed Data Center Campus on Baseline, Galena, and Ashe Roads. **END OF MEMORANDUM** Soundscape Engineering 3711 N. Ravenswood Ave., Ste. 104 • Chicago, IL 60613 • (312) 436-0032 729 W. Ann Arbor Trl., Ste. 150 • Plymouth, MI 48170 • (734) 418-8663 www.SoundscapeEngineering.com MEMORANDUM April 21, 2025 To: Krysti J. Barksdale-Noble, Community Development Director, United City of Yorkville, knoble@yorkville.il.us From: Aimee Lalime, INCE Bd. Cert. Nathan Sevener, INCE Bd. Cert. Re: Project Cardinal Proposed Data Center Campus and On-site Substations Development Follow-Up to Acoustics Questions during April 10th Plan Council Meeting On April 10, 2025, the City of Yorkville hosted a pre-plan meeting and a Plan Council meeting to discuss the proposed Project Cardinal Data Center Campus and on-site substation development. Here are our follow-up comments and responses to acoustics-related questions: 1. Will residents near the data center be exposed to health risks due to data center noise? Studies have shown that noise-related stress can cause health risks, but the level of health risk is related to the amplitude of the noise. The city noise ordinance limits noise transmission to residential properties to 60 dBA during the daytime and 50 dBA at night, with these limits being 10 dB more stringent for tonal noise due to its potential for annoyance. These thresholds are consistent with American National Standards Institute (ANSI) standard S12.9 and World Health Organization (WHO) guidelines, which are 50-60 dBA daytime and 45-50 dBA nighttime. The WHO guidelines, in particular, are based on extensive research in noise-related impacts, including health impacts and sleep disturbance. 2. There is a very nice equestrian center located West of the project site. How do horses respond to noise as compared to humans? After researching horses’ response to noise, we found that horses have a wider frequency range of hearing than humans and are likely to be startled by sudden noises due to their prey instinct. There is some evidence that, like humans, horses acclimate to steady or repetitive noises (such as aircraft flyovers or train passbys). Since noises associated with data centers are primarily continuous noises, rather than intermittent or sudden onset noises, we expect the horses will not be more sensitive than humans to this type of noise source. In addition, ANSI S12.9 recommends that noise transmissions to residential land uses be 5-15 dB quieter than riding stables, suggesting that humans are more sensitive to noise than horses. 3. How will the officers determine if the noise is tonal? The City of Yorkville uses Quest Technology Model 210 sound level meters, which do not have the capability needed to determine if a noise source is tonal. The officers would need new sound level meters with third-octave band measurement capability and training in analyzing measurements to determine if a sound is tonal. Project Cardinal Data Center – Plan Council Meeting Follow-up April 21, 2025 SE No. 2312 Page 2 of 2 Soundscape Engineering 3711 N. Ravenswood Ave., Ste. 104 • Chicago, IL 60613 • (312) 436-0032 729 W. Ann Arbor Trl., Ste. 150 • Plymouth, MI 48170 • (734) 418-8663 www.SoundscapeEngineering.com 4. A note regarding equipment placement: The best location for mechanical equipment is on the side of the building opposite the residents, with the rooftop behind sound barrier screens being the next best location. The worst location is on the side of the building closest to residents. It is not necessary to restrict the project from mounting equipment on the roof, as long as the project demonstrates that the ordinance is fully met. 5. Regarding operational conditions: As discussed in the plan council meeting, we recommend an update to item 30.ll.ii in the Plan Council Packet. Instead of requiring the operational noise levels to not exceed the pre-development baseline, we recommend requiring the project to meet the noise ordinance. **END OF MEMORANDUM** 1 I have reviewed the completed applications for Annexation, Rezone, Planned Unit Development (PUD) and Preliminary PUD Plan for Project Cardinal received March 21, 2025 as submitted by Pioneer Development, LLC, Petitioner, as well as conceptual Preliminary PUD site plan dated 03/14/25, exterior building elevations dated03/14/25, and Landscape Plan dated 03/11/25, all prepared by Burns McDonnell, Margulies Hoelzli Architecture and O2. A Traffic Methodology Memo, Preliminary Drainage Memo, and security fencing details dated March 14, 2025 prepared and/or submitted by Burns McDonnell, were also reviewed. The petitioner, as contract purchaser, along with property owners Sanjay and Sameer Gupta, Dale L. Konicek, LLC, and The Konicek Family Limited Partnership, is seeking approval for the annexation of seven (7) parcels totaling 305 acres. These parcels will be part of a larger 1,037-acre development consisting of 21 parcels in total planned for a state-of-the-art data center campus. The request also includes rezoning the area to the M-2 General Manufacturing District, special use authorization for a Planned Unit Development (PUD), and approval of a preliminary PUD Plan which involves the phased construction of fourteen (14) two-story data center buildings totaling over 17 million square feet, two (2) electrical substations, a utility switchyard, and associated stormwater detention basins. Each phase of development will include one data center building, with full campus buildout anticipated within 10 years. As part of the petitioner’s application for Planned Unit Development (PUD), there is a request for thirteen (13) deviations to the Yorkville Unified Development Ordinance (UDO) from the base M-2 General Manufacturing District standards related to bulk and dimensional regulations; energy industrial use requirements; cross access; minimum parking requirements; pedestrian circulation; bicycle parking; off-street loading space requirements; landscaping; screening of mechanical units; fencing; appearance standards; lots; street design improvements and connectivity requirements. Each of these requested deviations will be detailed separately in this review memo under subsequent headings. Based upon my review of the application documents and provided plans, I have compiled the following comments: GENERAL APPLICATION COMMENTS: 1. Staff has reviewed the list of property owners within 500 feet of the subject property prepared by the petitioner and submitted as part of the application and noted several parcels to the north (within Kane County) were not included. a. Attached is a list of the fourteen (14) parcels and property owners that will need to be added to your application and included in you public hearing certified mailing. It is the petitioner’s responsibility to verify the accuracy of the parcels and mailing addresses provided. GENERAL ANNEXATION COMMENTS: 2. SUBJECT PROPERTY - The subject property area for the proposed data center campus is comprised of seven (7) unincorporated parcels totaling 305-acrea and fourteen (14) currently incorporated parcels, totaling approximately 1,037 acres as broken down below: Memorandum To: Plan Council From: Krysti Barksdale-Noble, Community Development Director Date: March 25, 2025 Subject: PZC 2025-08 Project Cardinal – Annex, Rezone, PUD & Prelim Plan SW Corner of Baseline Road & IL 47 west to Eldamain Road Proposed Data Center Campus and On-Site Substation Development 2 PIN ACRES OWNER JURISDICTION 02-05-300-003 136.73 Galena & 47TH LLC, MPLIV10 LLC CITY OF YORKVILLE 02-04-300-032 26.09 CITY OF YORKVILLE 02-04-300-024 1.64 CITY OF YORKVILLE 02-05-400-021 1.28 CITY OF YORKVILLE 02-09-100-031 0.11 CITY OF YORKVILLE 02-09-100-030 1.04 CITY OF YORKVILLE 02-04-100-015 32.89 SANJAY & SAMEER GUPTA CITY OF YORKVILLE 02-05-200-007 0.34 UNINCORPORATED 02-06-100-022 233.79 THE KONICEK FAMILY LIMITED PARTNERSHIP UNINCORPORATED 02-06-200-002 48.60 DALE L. KONICEK, LLC CITY OF YORKVILLE 02-05-400-022 301.61 CITY OF YORKVILLE 02-05-200-006 102.47 CITY OF YORKVILLE 02-04-100-016 11.02 CITY OF YORKVILLE 02-06-400-008 29.89 UNINCORPORATED 02-06-200-003 7.02 UNINCORPORATED 02-05-100-003 7.60 UNINCORPORATED 02-05-100-005 8.54 DALE L. KONICEK, LLC UNINCORPORATED 02-05-400-009 15.78 CITY OF YORKVILLE 02-04-300-018 45.45 CITY OF YORKVILLE 02-04-300-017 7.73 CITY OF YORKVILLE 02-06-400-001 17.79 UNINCORPORATED TOTAL 1037.41 3. MISSING PARCELS – It is noted there are two (2) residential parcels located on Baseline Road (#02-05-200-004 Maldonado and #02-05-200-001 Rakas). Is it the intention of the petitioner to purchase these parcels and incorporate in the overall data center campus plan? Does the petitioner plan to keep the cell tower located on parcel #02-05-200-004? 4. PLAT OF ANNEXATION – A plat of annexation shall be an exhibit to the annexing ordinance. The city engineer will prepare the exhibit. 5. EXISTING PUD DEVELOPMENTS – There are two (2) existing Annexation Agreements/Planned Unit Developments within the proposed subject area for the Project Cardinal data center campus. This includes the Bailey Meadows and Westhaven developments as described below: Development Location Acreage Entitlements Type of Units # of Units Bailey Meadows W of SW Corner of Baseline Rd. & Rte. 47 150 ac. Ord. 2004-40 Annexation Agreement (Expired 7/13/24) Res. 2006-43 Prelim. Plan Approval (Expired 7/13/07) Single Family 189 Townhomes 153 Westhaven NW Corner of Rt. 47 & Galena Rd. 586 ac. Ord. 2005-78 Annexation Agreement (Expires 9/27/25) Ord. 2006-132 Amend. Annex. & PUD Agreement Res. 2007-54 Prelim. Plan & Plat Approval (Expired 10/23/08) SF Age-Restricted 568 DU Age-Restricted 244 Single Family 484 TOTAL 736 ac. TOTAL 1638 3 a. The underlying zoning of the Bailey Meadows development is R-2 Single-Family Traditional Residence District, R-3 Multi-Family Attached Residence District, and B-3 General Business District. b. The underlying zoning of the Westhaven development is R-2 Single-Family Traditional Residence District, R-3 Multi-Family Attached Residence District, and B-3 General Business District. c. Both of these developments account for approximately 70% of the overall subject area, resulting in a “loss” of approximately 1,638 future dwelling units. It should also be noted, the Westhaven development still has an active Annexation Agreement. The approval of any subsequent planned unit development (PUD) agreement will effectively repeal or override these previous entitlements. GENERAL ZONING/REZONING COMMENTS: 6. SUBJECT PROPERTY ZONING – The petitioner is seeking to rezone all twenty-one (21) parcels within the subject area to M-2 General Manufacturing District. a. Per Section 10-3-4 of the Yorkville Unified Development Ordinance (UDO), any territory annexed to the city shall automatically be classified within the R-1 Single- Family Suburban Residential District. Therefore, the petitioner is seeking rezoning these seven (7) parcels to be annexed to the M-2 General Manufacturing District. b. The petitioner is also seeking to rezone the parcels within the Bailey Meadows and Westhaven developments from R-2 Single-Family Traditional Residence District, R- 3 Multi-Family Attached Residence District, and B-3 General Business District to M- 2 General Manufacturing District. 7. SURROUNDING LAND USE & ZONING - The following are the current immediate surrounding zoning and land uses of the subject property: Zoning Land Use North F- Farming District (Kane County) Baseline Road (Rte. 30) Farmland Transportation Land Use East Planned Unit Development (R-2, R-3, R-4, B-3) B-3 General Business District R-3 Multi-Family Attached Residence District N. Bridge Street (Rte. 47) Farmland (Schramm) Farmland (Northgate Commercial) Bristol Bay Subdivision Transportation Land Use South A-1 Agricultural District (Kendall County) M-1 Manufacturing (Kendall County) R-2 Single-Family Traditional Residence District A-1 Agricultural District (Special Use) Galena Road Farmland Vacant Farmland Residential/Outbuilding Land Use Farmland (Yorkville Renewables Solar) Transportation Land Use West A-1 Agricultural District (Kendall County) RPD-1 (Kendall County) Ashe Road Farmland Residential/Equestrian Land Use Transportation Land Use 4 c. Petitioner has provided written responses to the Standards for Rezoning which will be entered into the record during the public hearing process. 8. PERMITTED USES – Per Table 10-3-12 (B) of the Yorkville Unified Development Ordinance (UDO), “data center” and “electric substation” are permitted land uses in the M-2 General Manufacturing District. Data centers are defined as Energy Industrial Uses per Table 10-3-12(B) in the Unified Development Ordinance. d. While no specific land use for a “utility switchyard” is identified within the Unified Development Ordinance, per Section 10-3-12 (A)(5), if a proposed use is not listed in the tables, the Zoning Administrator shall determine if the use is substantially similar to a use listed in the tables. If it is, the use shall be treated in the same manner as the substantially similar use. e. Since a “utility switchyard” is generally defined as “a type of substation that operates at a single voltage level without transformers,” staff considers a “utility switchyard” to be substantially similar to an electric substation and, therefore, a permitted use within the M-2 General Manufacturing District. f. It is also noted on the singular parcel (02-06-400-001) located south of Galena Road totaling 17.75 acres is proposed for six (6) “Future Water Tanks”. i. Private above-ground water tank storage is not identified specifically as a permitted or special use in the M-2 General Manufacturing District. Therefore, staff requests additional information regarding the intended use, operation, overall area, height, and proposed access to this site. Also, will this parcel be gated? This will allow staff determine if this use is substantially similar to other permitted or special uses for the district. PLANNED UNIT DEVELOMEMT (PUD) COMMENTS: 9. PLANNED UNIT DEVELOPMENT STANDARDS – Section 10-8-8 of City’s Unified Development Ordinance (UDO) establishes standards for Planned Unit Development (PUDs). PUDs are allowed to modify standards of the base district as long as the requested modifications are specifically identified and demonstrates how each allowance is compatible with surrounding development, is necessary for proper development of the site, and is aligned with at least one (1) modification standard found in Section 10-8-8D of the UDO. g. The petitioner has identified three (3) modification standard the proposed PUD will meet per Section 10-8-8D. i. Modification Standard #1 “Landscape Conservation and Visual Enhancement”. The Planned Unit Development preserves and enhances existing landscape, trees, and natural features such as rivers, streams, ponds, groves, and landforms. 1. Staff believes this modification standard does not apply, as the subject property currently lacks any existing landscaping or trees, and no natural features have been identified for preservation. ii. Modification Standard #6 “High Quality Building Materials.” The Planned Unit Development utilizes time and weather tested building materials that are of a higher quality than what is otherwise required by this UDO. 5 1. Staff is uncertain if this modification standard applies, however, the petitioner states “ each building will feature architectural treatments that incorporate elements reminiscent of modern warehouse design...including advanced glazing, refined articulation, precast concrete walls, and metal elements.” iii. Modification Standard #11 “Funding or Construction of Public Roadways”. The Planned Unit Development includes the construction of roadways adjacent to the subject site as planned in the City of Yorkville Comprehensive Plan, Kendall County Long-Range Transportation Plan, or another transportation plan adopted by a local, County, or regional entity. 1. Staff believes this modification standard does apply, as the proposed development will be required to make roadway improvements to at least the intersection of Baseline Road (Rte. 30) and Ashe Road. iv. Modification Standard #12 “Regional Utility Improvements”. The Planned Unit Development involves the construction of a utility improvement identified in the City or Yorkville Comprehensive Plan or other policy document adopted by a local, County, or regional entity. 1. Staff believes this modification standard does apply, as the proposed development will be required to install large diameter public utilities (water and sanitary) to the property. h. The petitioner has provided written responses to the standards for special use and for Planned Unit Development (PUD) which will be entered into the record during the public hearing process. PRELIMINARY PUD PLAN COMMENTS: 10. PRELIMINARY PLAN APPROVAL – Per Section 10-8-6. Subdivision Procedures of the Unified Development Ordinance, approval of the Preliminary Plan is tentative only and shall be effective for a period of twelve (12) months. i. However, Section 10-8-8-H of the Unified Development Ordinance Expiration and Lapse of Approval states, any Planned Unit Development in which there has been no Building Permit issued nor any portion of the property platted after three (3) years since approval by the City Council, the Planned Unit Development shall be considered null and void and shall be brought back before the Planning and Zoning Commission and the City Council for consideration prior to any development on the property. The underlining zoning of the Planned Unit Development shall not expire, only the Planned Unit Development overlay shall expire. j. Therefore, staff interprets the expiration of the Preliminary PUD Plan is three (3) years after approval of the Planned Unit Development if no portion of the property is final platted. 11. PROPOSED PHASING SCHEDULE – The petitioner proposes to develop the subject property in fourteen (14) phases over an estimated ten (10) year period, with each phase anticipated to include one (1) building. According to the Project Cardinal narrative, each building is expected to become operational within 24 months of its groundbreaking. 6 k. It is unclear if phasing will occur in numerical order of the depicted buildings on the Site Plan (e.g., Building #1 will be Phase 1, Building #2 will be Phase 2, etc.). l. Staff recommends the phasing plan be implemented to minimize impacts on nearby residential structures by prioritizing initial development at the farthest distance from existing residential structures. m. The petitioner must provide a detailed phasing schedule table as a separate document or be depicted on the Site Plan for specificity within the PUD agreement. 12. BUILDING SETBACKS/BUILDING SEPARATION – Per the Table 10-3-9(A) Bulk and Dimensional Standards, the following compares current M-2 General Manufacturing District building setback standards with the proposed Planned Unit Development (PUD) requested modifications (Deviation #1): BUILDING SETBACKS REQUIRED MINIMUM SETBACKS M-2 DISTRICT PROPOSED MINIMUM SETBACKS SITE PLAN* FRONT YARD (Bridge Street/IL Rte. 47) 25’ 25’ SIDE YARD (North – Baseline Road/South- Galena Road) Min. 10% of lot/Max. 20’ 20’ REAR YARD (Ashe Road) 0’ 0’ *The petitioner is seeking to have the setbacks apply only to the boundary/perimeter of the subject property rather than each individual building on the site. For the purposes of the perimeter setbacks, the petitioner is requesting Bridge Street/IL Rte. 47 is the established front yard and Ashe Road is the established rear yard. a. It appears most buildings on the Site Plan exceed the required minimum building setbacks for the M-2 District. 1. Please provide dimensioned distances in feet (US) of proposed buildings to the adjacent property lines. b. Does the petitioner anticipate consolidating the various parcels into a single zoning lot or will the parcels be resubdivided for each building/user? 1. Regardless on the future platting of the data center campus, City Council approval will be required for any Final Plat. Therefore, is the petitioner seeking a zero (0) foot building setback for all yards on the future plats, as Section 10-8-6-C-6.c(6) of the Unified Development Ordinance requires building setback lines on all lots? If so, staff supports this request. c. Building Separation – In consideration of the internal setback relief of buildings within the data center campus, staff recommends a minimum 500-foot building separation from the nearest data center building or structure (primary or accessory) to the nearest residential or commercial structure. 7 1. Please provide dimensioned distances in feet (US) of proposed buildings to the nearest existing residential or commercial structures. 13. ENERGY INDUSTRIAL USES - Use standards for Energy Industrial Uses are reserved for future regulations, if ever approved, under Section 10-4-10 in the Unified Development Ordinance. n. The petitioner is seeking waiver of future standards adopted being applicable to this subject property after adoption of the Planned Unit Development (Deviation #2). o. The City is currently in the process of adopting specific development standards for data center campus developments. p. Staff is open to granting a lock on future regulations under this section of the Unified Development Ordinance (UDO) for a period of ten (10) years, provided the applicant agrees to all staff-recommended development standards outlined in this memorandum, which incorporate the proposed best practices, design guidelines, and operational requirements intended to ensure the least impactful and high-quality development across the data center campus. 14. NUCLEAR ENERGY USES – Staff will require that the petitioner agree that the data center campus be strictly prohibited from using, generating, storing, or deploying nuclear energy as a power source within the City. This includes, but is not limited to, nuclear reactors, small modular reactors (SMRs), or any other nuclear-based technology. 15. MAXIMUM BUILDING HEIGHT - The M-2 District does not have a maximum building height per Table 10-3-9(A) in the Unified Development Ordinance. However, the petitioner has provided overall building heights for each proposed two-story data center building to top of building roof and top of rooftop equipment. As proposed buildings will not exceed 55’ to top of structure and 78’ to top of rooftop equipment. q. Staff recommends a maximum overall height for data center buildings within 1,500 feet of a residential structure shall be 70 feet. No rooftop mechanical equipment will be allowed within this buffer, unless specifically approved by City Council. i. It is noted on the Site Plan and Enlarged Site Plan the petitioner has indicated a “2,000 ft. Residence District Building Height Restriction Zone”. 1. One (1) Customer Substation, the entirety of Buildings 12, 13, 14, and portions of Buildings 9, 10, and 11 fall within this zone. 2. Residential land uses to the north of Baseline Road (Kane County) and to the west of Ashe Road (Kendall County) do not appear to be contemplated in the provided restriction zone. 16. MAXIMUM LOT COVERAGE – Per Section 10-3-9(A) of the Unified Development Ordinance, the maximum lot coverage for the M-2 District (inclusive of sidewalks, parking areas and all impervious surfaces) is 85% of the gross lot area. According to the Site Data Table on the Preliminary PUD Plan, lot coverage calculations are provided as 41% (18,552,808 sq. ft.). 17. VEHICULAR/PEDESTRIAN ACCESS – It is noted that the site has access eight (8) points of access. Two (2) off of N. Bridge Street (IL Rte. 47), four (4) off of Galena Road, one (1) on Ashe 8 Road, and one (1) off Baseline Road (Rte. 30). These access points lead to internal private roadways which loop around the fourteen (14) proposed buildings and connect to the electric substations and utility switchyard. ii. It is noted that three (3) access points – two (2) off of Galena and one (1) off of Baseline Road will be direct employee access the respective data center building portions of the campus. Additionally, remaining two (2) access points located on Galena Road are intended exclusively for the user, ComEd, and emergency medical services (EMS) to the electrical substation and utility switchyard. These access points will also be locked and secured. iii. The proposed primary access points to the data center will occur through the one (1) access point on Ashe Road and two (2) off of N. Bridge Street (Rte. 47). These points of access will be fenced and guarded stations requiring extensive security verification before entry. iv. Staff defers to City Engineer regarding site access and roadway alignments. r. Cross Access – Per Section 10-5-1-F of the Unified Development Ordinance, the petitioner is seeking relief from the providing cross access between adjoining developments which minimizes access points along streets, encourages shared parking, and allows for vehicular access between land uses (Deviation #3). i. According to Section 10-5-1-F-2-c The Zoning Administrator may waive or modify the requirement for vehicular cross access on determining that such cross access is impractical or undesirable because it would require crossing a significant physical barrier or environmentally sensitive area, would create unsafe conditions, or there exists an inability to connect to adjacent property. City Council shall have the authority to waive or modify vehicular cross access requirements for all public review processes involving review by City Council. Staff supports the waiver. s. Pedestrian Circulation – Per Section 10-5-1-N Pedestrian Circulation Standards of the Unified Development Ordinance required off-street parking areas to on-site pedestrian circulation systems and connection to existing and future planned trails. The petitioner states that walkways between parking areas and building entrances will be provided on-site, however they seek a waiver for public access and connection to public sidewalks and bicycle trails due to the nature and security of the proposed land use (Deviation #5). i. According to Section 10-5-1-N-5, the Zoning Administrator may waive this requirement upon determining that no walkway exists, a future walkway is unlikely to exist, or such connection would create a safety hazard. Staff supports the waiver. ii. In consideration of the requested waiver, staff requests the petitioner constructs and provides easements for a ten-foot (10’) multi-use walking trail on the outer perimeter of the proposed data center at the following locations: 1. Ashe Road/Galena north to Baseline Road 2. Baseline Road from Ashe/Eldamain Road east to Bridge Street (Rte. 47) 9 18. PARKING - According to the Site Plan submitted, there are 3,750 total parking spaces to be provided on the property to accommodate the proposed fourteen (14) building data center campus and electric substation/utility switchyard uses as detailed below: Location Sq. Ft. Provided Parking Spaces Parking Required 0.3 Per 1,000 Sq. Ft. Building 1 1,361,182 300 408.35 Building 2 1,361,182 300 408.35 Building 3 780,000 150 234.00 Building 4 780,000 150 234.00 Building 5 1,361,182 300 408.35 Building 6 1,361,182 300 408.35 Building 7 1,361,182 300 408.35 Building 8 1,361,182 300 408.35 Building 9 1,361,182 300 408.35 Building 10 1,361,182 300 408.35 Building 11 1,361,182 300 408.35 Building 12 780,000 150 234 Building 13 1,361,182 300 408.35 Building 14 1,361,182 300 408.35 TOTAL 17,313,002 3750 5193.85 t. Per Table 10-5-1(H)(5) Minimum Parking Requirements of the Yorkville Unified Development Ordinance, staff would classify the data center campus for the purposes of off-site parking as an industrial use, which requires a minimum of 0.3 parking spaces per 1,000 sq. ft. of net floor area (NFA) for uses greater than 8,000 sq. ft. While there is no specific information provided as to the individual proposed buildings, the petitioner estimates the average building size is 1,878,142 sq. ft. requiring ~505 parking spaces per building, however, they contend the actual parking demand will be approximately 375 spaces per building (Deviation #4). u. Staff has estimated the total required parking for the subject property is 5,194 spaces, including 114 ADA accessible spaces. Additionally, per Section 10-5-1K-1 of the Unified Development Ordinance, the petitioner is required to install the infrastructure for a minimum of 104 electric vehicle charging stations. i. Staff is not opposed to the requested shared parking request and proposed reduction in off-street parking, however, staff recommends a fee in lieu of the required electrical vehicle charging station infrastructure which will be used to install electric charging stations in the downtown or at other public facilities. v. Bicycle Parking – Per Section 10-5-1-O-2 of the Unified Development Ordinance to provision of bicycle parking is encouraged, not required, and if utilized on a development site will allow for a reduction of required off-street parking. The petitioner is seeking a waiver to not provide off-street bicycle parking (Deviation #6). i. No waiver required as it is a parking bonus mechanism, not a requirement. w. Off-Street Loading – Per Section 10-5-1-Q of the Unified Development Ordinance, the number of off-street shall be determined on a case-by-case basis, and in the 10 instance of special uses, loading berths adequate number and size to serve such use, as determined by the Zoning Administrators, shall be provided. The petitioner requests a minimum of one (1) off-street loading space per data center campus building on the subject property (Deviation #7). Staff supports the request. 19. TRAFFIC IMPACT – The petitioner has provided a Traffic Methodology Memo prepared by Burn McDonnell providing basic trip generation modeling for the proposed data center campus at full buildout. The preliminary report estimates a daily total of 2,792 trips. Staff defers to the City Engineer regarding Traffic Methodology Memo. x. Traffic Management Plan – Staff does recommend a traffic management plan be required during construction, including a communication strategy and an on- site point of contact during construction. 20. LANDSCAPING – Section 10-5-3 establishes landscape standards for new developments. While the petitioner has not submitted a landscape plan, they are seeking relief from the minimum requirements (Deviation #8). y. Per staff’s review, the following sections of the Landscape Plan would apply: i. Section 10-5-3-C. Building Foundation Landscape Zone - All nonresidential, mixed-use, and multi-family development where a front yard setback is required, with the exception of food processing facilities regulated by the FDA, shall include landscape located at the building foundation as required by this section. Landscape required by this section shall be in addition to landscape required under other sections of this title. It is the objective of this section to provide a softening effect at the base of buildings. 1. Petitioner has indicated base building foundation on Enlarged Site Plans. ii. Section 10-5-3-D. Parking Area Perimeter Landscape Zone - Landscape required by this section shall be in addition to landscape required under other sections of this title. It is the objective of this section to provide screening between off-street parking areas and rights-of-way, and to provide for the integration of stormwater management with required landscaping. 1. Petitioner has indicated parking area perimeter landscape zone plantings on Enlarged Site Plans. iii. Section 10-5-3-E. Parking Area Interior Landscape Zone - All off-street parking areas shall include landscape and trees located within the off-street parking area as required by this section. Trees and landscape required by this section shall be in addition to trees and landscape required under other sections of this title. It is the objective of this section to provide shade within parking areas, break up large expanses of parking area pavement, support stormwater management where appropriate, improve the appearance of parking lots as viewed from rights-of-way, and provide a safe pedestrian environment. 1. Petitioner is seeking relief from this standard. Staff supports this request. iv. Section 10-5-3-F. Transition Zone Landscape Requirements - Transition zone landscape shall be required along interior side and rear property lines of all nonresidential, mixed use, and multi-family development. It is not 11 expected that the transition area will totally screen such uses but rather will minimize land use conflicts and enhance aesthetics. 1. Petitioner has indicated a 100’ Transition Type D Zone Landscape Buffer on Enlarged Site Plans. 2. Staff recommends the installation of an 8-foot-tall berm along all perimeters of the data center campus as part of the 100’ landscape buffer due to the site’s adjacency to four (4) public roadways. 21. MECHANICAL SCREENING – Per Section 10-5-4 Screening of the Unified Development Ordinance, ground/wall-mounted and roof mounted mechanical units that are visible from any public right-of-way or adjacent residential property shall be screened from public view. Petitioner is seeking to establish standards for screening both types of mechanical units (Deviation #9). z. Petitioner proposes to screen ground mounted mechanical equipment with vinyl fencing matching the height of the generator units but excluding any stacks protruding above the unit. No additional screening is proposed for rooftop mechanical units located within penthouses. i. It is staff’s preference that mechanical equipment, particularly backup generators and condensers, are not located on the rooftop. Rather placed on the side of the building(s) or the opposite side of the facility, farthest from residential structures. ii. If approved to be placed on the rooftop, staff recommends they be enclosed in penthouses, as the petitioner proposed, with sound damping construction and use of the lowest-noise equipment available, such as hospital-grade mufflers on generators, to aid in minimizing noise impacts on surrounding properties. iii. All major mechanical equipment (generators, chillers, HVAC units) shall be fully enclosed or screened by solid barriers. iv. Staff defers to the sound engineering consultant for any additional recommendations with regards to mechanical screening. 22. FENCING – Per Section 10-5-5-B-1 of the Unified Development Ordinance states fences may be built up to the property line but shall not extend beyond the front plane of the primary building facade in residential and business districts. Maximum height for fencing in manufacturing districts is eight (8) feet. aa. Petitioner has provided a manufacturers brochure of proposed high security steel fencing. They are requesting to have ten (10) foot tall powder coated black steel 12 security fence extend beyond the front plane of the primary building façade (Deviation #10). i. Since the fence placement requirement only applies to residential and business district uses, staff is supportive of the request as this property is within a manufacturing district. ii. The request for a ten-foot (10’-0”) tall security fence which exceeds the maximum permitted eight-foot (8’-0”) tall fence is supported by staff. iii. Staff understands that the fences will be locked with access (assuming via a Knox Box) to ComEd officials and EMS teams (assuming Bristol Kendall Fire District and Yorkville Police Department). 23. BATTERY STORAGE – Per Table 10-3-12(B) of the Unified Development Ordinance, “Battery Uses” are permitted within the M-2 General Manufacturing District. “Battery Uses” are defined as a use that enables battery manufacturing, charging, recycling, warehousing, storage, and related uses. This may also include uses that derive energy from renewable sources, such as wind and solar power, to be collected, stored, and then released for later use to an electric grid, power plant or private user. bb. The petitioner’s plans do not indicate that battery uses, or storage, is proposed for the development. Please verify if battery uses or storage is planned for the proposed data center campus. cc. If so, staff will require the following: i. Battery uses and storage systems shall be located in a separate standalone building a minimum of 50 feet away from any adjacent structure and must be readily accessible by the fire protection district for firefighting efforts. ii. An approved fire safety and evacuation plan shall be prepared and maintained for occupancies that involve activities for the research and development, testing, manufacturing, handling, or storage of lithium-ion batteries or lithium metal batteries, or the repair or servicing of vehicles powered by lithium – ion batteries or lithium metal batteries. (See comment #30 Recommended Operational Conditions) iii. A fire detection and alarm system is required for indoor storage rooms and outdoor storage. The method of fire detection is either an air-aspirating system or a radiant- energy sensing system. Indoor rooms are also required to be sprinklered and separated from the remainder of the occupancy by two-hour barriers. This structure must provide a 2-hour fire-resistance- rated enclosure and must have an automatic sprinkler system and detection system. 24. APPEARANCE STANDARDS – Per Section 10-5-8-C-4 Industrial Uses masonry products or precast concrete shall be incorporated on at least fifty (50) percent of the total building, as broken down as follows: The "front facade" (defined as that facade that faces a street that includes a main entry to the building) shall itself incorporate masonry products or precast concrete on at least fifty (50) percent of the facade. Any other facade that abuts a street shall incorporate masonry products or precast concrete. The use of masonry products or precast concrete is encouraged on the remaining facades. Where precast concrete panels or split face block is utilized, the use of colors, patterns, or other architectural features within these panels/blocks is encouraged. dd. The petitioner has submitted exterior building elevations featuring predominantly blank, monolithic wall structures composed of materials such as light grey precast concrete panels, medium grey insulated metal panels, glazing, and vinyl screen walls 13 with metal downspout accents. While the use of precast concrete panels aligns with the material requirements of the Appearance Standards, the overall design and color palette fall short of meeting those standards and fail to present an aesthetically acceptable appearance. ee. Further, Section 10-5-8-C-4b.(2) requires industrial buildings with facades greater than one hundred (100) feet in length shall incorporate recesses, projections, windows, or other ornamental/architectural features along at least thirty (30) percent of the length of the facade abutting a public street in an effort to break up the mass of the structure. Petitioner is seeking relief from this requirement (Deviation #11). i. To achieve compliance with the Appearance Standards and enhance the visual quality of the proposed development, staff recommends the petitioner revise the building elevations to incorporate greater architectural articulation, variation in materials, and a more dynamic color palette. Elements such as vertical and horizontal modulation, material transitions, and fenestration should be integrated to break up the monolithic appearance of the facades and improve overall aesthetics. ii. Staff further recommends buildings visible from Route 47 have the highest aesthetic standards that can be economically achieve. It is important that these structures which will be located at the entrance into the City will make a statement. Should a central roadway (E. Beecher) go through the site intersecting at Baseline Road, the building facades facing this roadway should be a better than average standard (but maybe slightly less than the Route 47 facades). iii. As part of the revised submittal, the petitioner shall provide a comprehensive architectural rendering of the data center buildings, along with viewpoint renderings from each adjacent public roadway. These renderings must include proposed landscaping to accurately depict the visual impact of the development and demonstrate how the revised elevations contribute to a more context-sensitive and visually appealing design. 25. LOTS – The petitioner is seeking waiver from the requirement for lots to have access on a public street due to the unique nature of the secure data center campus (Deviation #12). ff. Per Section 10-7-2 requires all lots to conform with district standards and states all lots shall front or abut on a public street. Since the site has internal private roadways, staff is supportive of the request. 26. STREET DESIGN AND IMPROVEMENTS – The petitioner is requesting exemption from the requirements of Section 10-7-3 in the Unified Development Ordinance (Deviation #13). gg. Standards in this section apply only to publicly dedicated roadways. No internal roads are proposed for public dedication. Staff supports this request but defers to the City Engineer regarding the extension of E. Beecher Road northward toward Baseline Road. 27. SIGNAGE – The petitioner does not appear to propose any wall/building mounted signage on the exterior elevations. 14 hh. Per Section 10-6-6 of the Unified Development Ordinance, single tenant buildings shall be permitted a total of two (2) primary wall signs or one (1) primary wall sign per one hundred (100) linear feet of building frontage. One (1) additional wall sign shall be allowed per additional hundred (100) feet of building frontage. Only one (1) primary wall sign shall be displayed on any single building façade. ii. Are monument signs or wayfinding signage proposed within the data center campus? i. See comments under #20 Comprehensive Plan and #32 Development Offsets entryway and placemaking elements. 28. SITE ADDRESSING – Will the internal roadways be named for individual addressing, or will the petitioner seek a single site address off of Bridge Street, Ashe Road or Baseline Road with internal building numbering/identification? 29. LIGHTING – A photometric plan shall be provided along with manufacturers cut sheets of the proposed light standards to be installed within the parking lot area, per Section 10-5-7 of the Unified Development Ordinance. Maximum illumination at the property line shall not exceed zero (0) foot-candle and no glare shall spill onto adjacent properties or rights of way. jj. How tall do you anticipate the light standards will be for the data center campus? i. Maximum light standard height for manufacturing districts is 35 ft. Staff may recommend a shorter height. kk. Are lights proposed for the future water tank parcel? 30. RECOMMENDED OPERATIONAL CONDITIONS – The following is a list of operational conditions recommended by staff to be included in the Planned Unit Development for all future data center campus developments, aimed at addressing resident concerns and maintaining quality of life: ll. Noise Study – All applications for data centers shall provide a noise study as part of the building permitting process which will be subject to review by the City’s sound engineering consultant which entails: i. A pre-construction noise study including baseline noise measurements of the current environment and predictive modeling in phased and at full buildout to ensure the facility’s design will meet local noise limits ii. A mitigation plan in their noise study to ensure that operational noise does not exceed the pre-development baseline measured at the property. iii. Annual noise monitoring is recommended to be conducted by the City’s sound engineering consultant for a period of three (3) years after construction is completed to verify ongoing noise compliance. mm. Operational Testing – Operational testing of emergency backup generators shall be limited to the following: i. Only between the hours of 11am-5pm on weekdays and non-holidays. 15 nn. Emergency Operations Plan (EOP) - Emergency Operations Plan (EOP) shall be submitted and approved by the City and Fire Protection District (BKFD) prior to issuance of a building permit and must include: i. Procedures for fire suppression, hazardous material spills, evacuation, and communication in case of an incident. ii. Training sessions/drill and or walkthroughs with fire and police shall be required prior to occupancy permit. iii. Designated contacts for emergency services and a plan to broadcast information if an incident could affect the public. iv. Must work with KenCom emergency managers to be part of text or siren alert systems. oo. Building Code Standards – The following building code standards shall apply: i. Installing advanced early fire detection in server rooms, using fire- resistive construction beyond code minimums on walls facing neighborhoods, or providing additional hazardous material safeguards. ii. Compliance with the National Fire Protection Association (NFPA) 855. 31. COMPREHENSIVE PLAN – The 2016 Comprehensive Plan Update designates the subject property for Project Cardinal as “Estate/Conservation Residential (ECR)” and “Parks and Open Space (OS)”. The “Estate/Conservation Residential (ECR)” is intended to provide flexibility for residential design which will accommodate low-density detached single-family housing. The “Parks and Open Space (OS)” designation is intended for recreational lands and the preservation of open space areas utilized for public or private lands. pp. The current future land use designations reflect the current underlying approved zoning and plans for the Bailey Meadows and Westhaven PUDs. The Comprehensive Plan also anticipated the west side of N. Bridge Street (IL Rt. 47) in this area for open space parkland or “green infrastructure”. qq. Overall, staff supports the proposed PUD for a data center campus, as the corridor along Eldamain Road (“Ashe Road” when north of Galena Road) has been identified in the Comprehensive Plan for manufacturing development and has also experienced a recent trend of development for M-2 land uses (specifically data centers). However, staff would like to note the following recommendations from the Comprehensive Plan related to the subject property: i. In Figure 8.17: Eldamain Road Corridor Land Use Strategy of the Yorkville 2016 Comprehensive Plan Update (North of the Fox River) the subject area is identified as “Zone B – Distribution (Corneils Road to BNSF Railroad)” meaning this area is recommended for modern industrial park incorporating branding and placemaking elements, as well as a 50’ to 100’ buffer to maintain the zone’s semi-rural visual character. 16 ii. In Figure 8.5: Zone A North Gateway Future Land Use Concept (Baseline Road to Galena Road) and Figure 8.20: Rural Agricultural Zone A Future Land Use Concept (Baseline Road to Corneils Road) each indicate an opportunity to create gateway signage and enhance the roadway with landscaping elements introducing the entryway into the City. 17 32. DEVELOPMENT OFFSETS - As part of the City’s efforts to balance the scale and impact of the proposed 1,034-acre data center development, the petitioner is expected to provide appropriate development offsets that support the broader community. These include contributing to gateway signage that enhances the City’s identity, donating land and funding the development of a regional public park to compensate for the loss of land and land-cash contributions, and community investment within the downtown as described below: rr. Entryway/Gateway Signs i. Staff requests the petitioner provides the necessary easements and funds the design, fabrication, and cost for the installation of three (3) gateway signs and/or entryway features as identified in the Comprehensive Plan. 1. Staff further believes this will also assist the petitioner in meeting PUD Modification Standard #4 “Placemaking.” The Planned Unit Development has a distinctive identity and brand that is utilized in the signs, streetscape, architecture, public gathering spaces, open spaces, etc. ss. Parks & Recreation i. It is estimated that the conversion of the 1,034-acre subject property to a data center campus, which was previously planned for dense single-family and townhome residential development with nearly 2,100 dwelling units, is equivalent to a loss of $3.2 million in park land-cash contributions. ii. Staff requests the petitioner purchase and donates specific land identified by the Parks and Recreation Department Director within the vicinity of the data center development to be utilized for a future regional park site. The petitioner will also provide upfront funding for the development of the park facility. 1. Staff further believes this will assist in the petitioner meeting PUD Modification Standard #10 “Provision of a Regional Park.” The Planned Unit Development includes a park of sufficient size and with high quality amenities adequate to draw visitors and provide recreational opportunities for residents throughout the region in addition to serving residents of Yorkville. tt. Utility Infrastructure i. It is expected that a separate development agreement will cover the expansion of water, sewer, and sanitary sewer district services, including service commitments, cost offsets, and the associated design engineering agreements. uu. Utility & Property Taxes i. Staff requests the petitioner provide estimates of utility taxes and property taxes expected to be generated per building, and whether we can publicly disclose those estimates. 18 vv. Community Investment i. Staff recommends a community investment donation from the petitioner to support the development of the Hydraulic District project. This contribution which can be separate to, or in combination with, the Parks and Recreation donation in comment #32. Staff believes this contribution reflects a commitment to fostering long-term community partnerships and ensuring that large-scale developments like the data center generate shared benefits. The Hydraulic District project is a catalyst for revitalization, economic growth, and quality-of-life improvements, and the petitioner’s investment will help accelerate these outcomes for the broader community. PINS Property Owner Mailing Address 14-31-200-002 GRUBE, ROBERT P 2011 TRUST ET AL CAPS 801 WARRENVILLE RD STE 150 LISLE, IL, 60532-4328 14-31-300-001 J M FARM LLC DEBRA BAUMGARTNER 2506 N CLARK ST STE 2950 CHICAGO, IL, 60614-1849 14-31-400-001 J M FARM LLC DEBRA BAUMGARTNER 2506 N CLARK ST STE 2950 CHICAGO, IL, 60614-1849 14-32-300-001 J M FARM LLC DEBRA BAUMGARTNER 2506 N CLARK ST STE 2950 CHICAGO, IL, 60614-1849 14-32-300-007 FOTOPOULOS, ELIZABETH & NINA A 43W904 BASELINE RD SUGAR GROVE, IL, 60554-9649 14-32-300-006 JERICHO CEMETERY ASSOCIATION % RALPH HARKISON PO BOX 3 BIG ROCK, IL, 60511 14-32-300-008 EILERT, JEFFRIES H DCLRN OF TRUST, TRUSTEE 525 S EDGELAWN DR AURORA, IL, 60506 14-32-300-009 EILERT, JEFFRIES H DCLRN OF TRUST, TRUSTEE 525 S EDGELAWN DR AURORA, IL, 60506 14-32-400-001 EILERT, JEFFRIES H DCLRN OF TRUST, TRUSTEE 525 S EDGELAWN DR AURORA, IL, 60506 14-32-400-002 GRACE LAND LLC 9 BEL AIRE CT BURR RIDGE, IL, 60527-8382 14-33-301-001 JENNINGS, SUZANN M TRUST JAMES A SHERMAN 602B W 5TH AVE NAPERVILLE, IL, 60563-2902 14-33-377-018 HOMESTEAD LAND COMPANY LLC 1107 S BRIDGE ST STE D YORKVILLE, IL, 60560-1747 14-33-400-028 ORMISTON, MAURICE E DCLRN TR # 101 & ET AL 11718 NEWARK RD NEWARK, IL, 60541-9236 14-33-400-029 SUGAR GROVE FAMILY FUN CENTER LLC EDWARD PAROLEK 1099 DEERPATH RD AURORA, IL, 60506 1 I have reviewed the Project Cardinal application package dated 3/14/25 and have the following comments: Concept Site Plan • The plan shows full access from Route 47 at 2 separate locations, have you talked to IDOT regarding these access points? If so, where are you at in the process? • Both the Rt. 47 access points will necessitate a crossing of the Rob Roy drainage ditch, have you had any contact with the drainage district? If so, where are you at in the process? • There are multiple access points shown on Galena Rd., which is a county highway, have you spoken with Kendall County regarding the proposed locations? If so, where are you at in the process? • Are the proposed water tanks shown south of Galena Rd. private or public? • Can you show what the drainage channel will look like, and how it will function without causing erosion? • Do you plan on turf grass for all the areas without buildings? • What are your plans for the cell tower that is currently on site? • There are no sidewalks shown adjacent to any roadway. Please work with all agencies to provide sidewalk/path as required. • The City requires parkway trees. Please refer to our landscape ordinance for guidance on placement and tree species. • Early in the process, we will need a completed traffic study to make sure that all the roadways are built to the correct standards, signalized if necessary, and the appropriate Memorandum To: Krysti Noble, Community Development Director From: Eric Dhuse, Director of Public Works CC: Date: April 1, 2025 Subject: Project Cardinal PUD Application Review 2 turn lanes installed if needed. Before any traffic studies are completed, the petitioner will need an answer from IDOT regarding the proposed full access entrances. Otherwise, the petitioner would have to perform two separate studies. Study 1 would show the accesses as proposed and study 2 would show no access on Rt. 47. • The Rob Roy Drainage District is responsible for the care of the drainage ditch that is located on the east side of your property. You will need to work with them on any plantings or landscaping that is within 60’ of each side of the centerline of the ditch. • Baseline Rd. and Ashe Rd. will have to be brought up to the current city standard for data centers This will include any improvements that are recommended by a full traffic study. This will be at the sole cost of the developer. • The construction of data centers accounts for far more traffic than the operation of data centers, please provide a detailed traffic plan for construction access for each phase of construction. • Major reconstruction is planned for Rt. 47 in the next few years. As of now it is planned for Galena Rd. to be closed for a very long period to construct a new bridge over the Rob Roy drainage ditch Once that is completed, they plan on opening Galena and closing Baseline to build another bridge. You will need to account for this in your construction traffic plan. Required Deviations Section • In your list of required deviations, you ask for relief from public streets due to the unique and secure nature of a data center campus. This appears more like 3 individual developments segmented by the Com Ed owned right of way. Each cluster of building has their own fence and substation/switchgear, their own entrance, and stormwater basins. Therefore, public streets could be added without any danger to the campus since they are already divided. A connection from East Beecher to Mighell Rd. would be a logical point to look at for a public street. • Can you provide a more detailed landscape plan with example drawings of each area? • There is a very large landscape surfacing that was left as TBD, this needs to be determined before anything can be approved. • Bicycle parking is very feasible, you are required to place sidewalk or trail surrounding your property and there will be a trail on the east side of Rt. 47 that runs from the south side of the city that provides the necessary access to your site. Yorkville Police Department Memorandum 651 Prairie Pointe Drive Yorkville, Illinois 60560 Telephone: 630-553-4340 Fax: 630-553-1141 Date: March 25, 2025 To: Krysti Barksdale-Noble (Community Development Director) From: James Jensen (Chief of Police) Reference: List Project Name: Project Cardinal - Pioneer List Applicant Name: Matt McCarron (Pioneer Development) List Project Manager: List Project Number: PZC 2025-07 Please see comments listed below pertaining to the project referenced above: Roadway & Property Signage Handicapped Signage Required: _X_ Yes ____ No **Signage must meet MUTCD Standards **Fine amount must be listed on sign Speed Limit Signage Required/Recommended ____ Yes __X__ No School Zone Special Signage ____ Yes __X__ No Special Speed Zone Signage Requested ____ Yes __X__ No Comments: All roadways other than surrounding primary roadways are private and do not require speed limit signage. NO Construction Traffic Signage being requested? __X__ Yes ____ No Comment #1: Proper construction routes should be identified. Secondary roadways unless properly constructed should not be used. Proper signage is being requested. Comment #2: Construction routes should be clearly posted and shared with employees. Alternate routes should be identified due to upcoming Route 47 construction and the closing of the intersection of Route 47 & Galena Road. Comment #3: Yorkville Police Department would request direct contact with construction managers in case a traffic problem has been identified. ***We request that all signage is posted prior to the first occupancy permit being issued for each POD or phase.*** Yorkville Police Department Memorandum 651 Prairie Pointe Drive Yorkville, Illinois 60560 Telephone: 630-553-4340 Fax: 630-553-1141 ***All traffic control signage must conform to MUTCH Standards specific to location, size, color, and height levels*** Roadway Do you have intersection Concerns? __X__ Yes ____ No Comments: We do have intersection concerns with the private driveways coming out onto Route 47 and Galena Roadway. Both roadways are well traveled with higher speed limits. Entrance/Exits match up with adjacent driveways? ____ Yes __X__ No Total Entrance/Exits for development? 4 – Galena Road 2 – Route 47 Are vehicle entrance/exits safe? ____ Yes ____ No Are warning signs for cross traffic requested? ____ Yes ____ No Comments: Direct entrances/exits to Galena Road and Route 47 should be reviewed, clearly marked and properly signed. Emergency Contact for after hours during construction Comments: Yorkville Police Department would request additional meetings with security leadership to discuss law enforcement response and expected responsibilities during and after construction. Is this a gated or controlled access development? __X__ Yes ____ No If yes, will police & Fire and Access? ____ Yes ____ No Comments: Yorkville Police Department would request additional meetings with security leadership to discuss law enforcement response and expected responsibilities during and after construction. Security Yorkville Police Department Memorandum 651 Prairie Pointe Drive Yorkville, Illinois 60560 Telephone: 630-553-4340 Fax: 630-553-1141 Will security cameras be in use? ____ Yes ____ No Comments: Yorkville Police Department would request additional meetings with security leadership to discuss law enforcement response and expected responsibilities during and after construction. Will the business/management provide the police department remote access to the camera system (User credentials only)? ____ Yes ____ No Comments: Yorkville Police Department would request additional meetings with security leadership to discuss law enforcement response and expected responsibilities during and after construction. What are the business Hours of Operation? Comments: Yorkville Police Department would request additional meetings with security leadership to discuss law enforcement response and expected responsibilities during and after construction. Will the property be alarmed? ____ Yes ____ No Comments: Yorkville Police Department would request additional meetings with security leadership to discuss law enforcement response and expected responsibilities during and after construction. Will you provide Floor Plans/Maps to the police department ____ Yes ____ No Comments: Yorkville Police Department would request additional meetings with security leadership to discuss law enforcement response and expected responsibilities during and after construction. Emergency Contact information is being requested. Comments: Yorkville Police Department would request additional meetings with security leadership to discuss law enforcement response and expected responsibilities during and after construction. Miscellaneous Comments Noise Ordinance Concerns __X__ Yes ____ No Yorkville Police Department Memorandum 651 Prairie Pointe Drive Yorkville, Illinois 60560 Telephone: 630-553-4340 Fax: 630-553-1141 Comments: Concerns specific to noise on site (i.e. generators) Criminal Investigations Procedures Comments: Yorkville Police Department would request additional meetings with security leadership to discuss law enforcement response and expected responsibilities during and after construction. Emergency Operations & Continuity of Operations Comments: Yorkville Police Department would request additional meetings with security leadership to discuss law enforcement response and expected responsibilities during and after construction. I hope you find this information helpful, and we look forward to reviewing the revisions. If you should have any questions, comments, or concerns please do not hesitate to contact me. 2 B Bristol Kendall Fire Department Fire Prevention Bureau 103 East Beaver Street Yorkville, IL 60560-1704 Tel: 630 553-6186 Fax: 630 553-1482 03/26/25 Krysti, This is from the 2024 IFC, 403.10.6 - Lithium and Lithium metal Batteries- An approved fire safety and evacuation plan in accordance with section 404 shall be prepared and maintained for occupancies that involve activities for the research and development, testing, manufacturing, handling, or storage of lithium-ion batteries or lithium metal batteries, or the repair or servicing of vehicles powered by lithium – ion batteries or lithium metal batteries. 320.4.3.3 Fire Detection – A fire detection and alarm system is required for indoor storage rooms and outdoor storage. The method of fire detection is either an air-aspirating system or a radiant- energy sensing system. Indoor rooms are also required to be sprinklered and separated from the remainder of the occupancy by two-hour barriers. This structure must provide a 2-hour fire-resistance-rated enclosure and must have an automatic sprinkler system and detection system. If you have any questions or need further assistance, feel free to contact me. Respectfully, Michael Torrence Battalion/Fire Marshal Bristol Kendall Fire Protection District 630-768-3200 MT/1 Soundscape Engineering 3711 N. Ravenswood Ave., Ste. 104 • Chicago, IL 60613 • (312) 436-0032 729 W. Ann Arbor Trl., Ste. 150 • Plymouth, MI 48170 • (734) 418-8663 www.SoundscapeEngineering.com MEMORANDUM April 7, 2025 To: Krysti J. Barksdale-Noble, Community Development Director, United City of Yorkville, knoble@yorkville.il.us From: Aimee Lalime, INCE Bd. Cert. Nathan Sevener, INCE Bd. Cert. Re: Project Cardinal Proposed Data Center Campus and On-site Substations Development Preliminary Comments on Potential Noise Transmission to the Community Per Soundscape Engineering’s consulting services contract with the United City of Yorkville, we are providing the following preliminary comments regarding potential noise transmission from the proposed development of a data center campus with on-site substations to the surrounding community. At this time, there is insufficient Project information available to allow calculation of noise transmission from the proposed Development to the surrounding community. However, based on our experience, review of the Preliminary PUD Plan dated 3/14/25, and the uses of the properties near the proposed site, we can provide the following comments for your consideration. 1. Chapter 4 of the Yorkville Code of Ordinances restricts noise transmission to both residential and commercial land uses. The limit on sound transmission to residential land uses during the nighttime is the most restrictive (50 dBA). Since the proposed Data Center Campus can be expected to operate during both daytime and nighttime, nighttime sound level limits will need to be considered when evaluating noise transmission from the proposed Data Center Campus. 2. In our experience, the primary noise sources associated with Data Centers are the electrical power generators and the cooling equipment. 3. The Applicant should note, in particular, that the Noise Ordinance includes a 10 dB sound level limit penalty for noise that is tonal in character. Some types of cooling equipment, such as chillers, can emit tonal noise. 4. There is a large residential development within Yorkville limits (Bristol Bay condos) located approximately 1300 ft east of the closest building on the proposed Project Cardinal Campus; 900 feet of this distance is a setback within the proposed project site. For properties at this distance, it may be difficult for the Data Center Campus to comply with the City’s Noise Ordinance. 5. The closest residential land use within the City of Yorkville is 800 feet south of the proposed data center property line at 10346 Galena Road. With concerted effort, it might be possible for the Data Center Campus to comply with the City’s Noise Ordinance. This location is of particular concern to us due to its proximity to the proposed development. Project Cardinal Data Center – Preliminary Comments April 7, 2025 SE No. 2312 Page 2 of 2 Soundscape Engineering 3711 N. Ravenswood Ave., Ste. 104 • Chicago, IL 60613 • (312) 436-0032 729 W. Ann Arbor Trl., Ste. 150 • Plymouth, MI 48170 • (734) 418-8663 www.SoundscapeEngineering.com 6. Based on our noise control engineering experience and review of similar-sized data center campuses, the project will need to consider noise control early in the design, using thoughtful site planning, locating cooling equipment and generators as far as possible from residents, and selecting low-noise equipment. Since the nighttime ordinance is more stringent, it may be necessary for some of the equipment to be programmed to operate at quieter, but less efficient, operating modes during nighttime hours. In addition to equipment selection, load settings, and siting, meeting the noise ordinance may also require noise control screening, compressor wraps, or other approaches for the outdoor cooling equipment. Noise control enclosures and mufflers will most likely be needed for the generators. 7. The Applicant should provide a noise impact assessment report for review by the City. The report should describe how the assessment was performed, list the specific noise-generating equipment associated with operation of the Data Center Campus and On-site Substation, describe any noise control approaches and equipment that will be included in the project design, and confirm that the City’s noise ordinance will be met. Noise source data for the cooling equipment shall be based on actual sound level measurements of the specific equipment planned for the project, made in accordance with nationally recognized standards, not on interpolated, extrapolated, or otherwise calculated sound levels. 8. The City should consider whether it wishes to require the applicant to perform post-construction acoustic testing to demonstrate compliance with the noise ordinance. 9. We understand that some members of the community are concerned about noise emissions from the planned data center campus. The community noise ordinance protects Yorkville residents by limiting noise transmission to residential land uses to 60 dBA during the day and 50 dBA at night. In addition, tonal noise sources are required to be 10 dBA below those values (50 dBA daytime and 40 dBA at night). For reference, the Route 47 traffic noise at the closest Bristol Bay condos (400’ from the roadway) is estimated to be as low as 55 dBA at night and as high as 63 dBA during the day. This suggests that residences located near busy roadways will not experience a significant impact from data center noise. 10. Our comments are only in relation to the City of Yorkville noise ordinance and do not consider compliance relative to any other jurisdictions, including Kendall County, Kane County, or the Illinois Pollution Control Board. 11. Similarly, our comments are focused on residential and commercial land uses that are currently within the City of Yorkville. There are, however, several single-family residences located very near the proposed development that are not currently within the City of Yorkville. These residences are located immediately across the road to the North, South, and West of the proposed Data Center Campus on Baseline, Galena, and Ashe Roads. **END OF MEMORANDUM** Fox River Blackberry Creek Big Rock Creek ComED ComED Substation BrightFarms SOO Green New Leaf School Property Project Cardinal 1048 ac Project Steel 557 ac Cyrus One 229 ac Daniels (South) 267 ac GD - Kelaka 154 ac GD - Meyer 130 ac PGP Development 127 ac Daniels (North) 64 ac GD - Hagemann 138 ac Hamman-Kelaka 109 ac ID.11 ID.2 ID.3 ID.1 ID.7 ID.6 ID.8 ID.12 ID.4 ID.9 ID.5 ID.13 RIVER GALENA ELDAMAINCORNEILS BRIDGEBEECHERCANNONBALL MCHUGHMAIN BASELINE FAXON VETERANS SPRINGASHEJOHNKLATT FOLI ERICA ROUTE 30 PARKCENTER KENNEDY ROUTE 34 ALICE KELLERJETERHOFFMAN SCHAEFER KRISTENEDWARDMITCHELL BRISTOL BAY ROUTE 47 COUNTRYSIDE OMAHAALAN DALETERISOMONAUKGAME FARMKEND A L L BERTRAM ELM KINGSUMACBOOMBAHFREEMONTCAREY ROSENWINKELPRIVATE DRIVE WALNUT ANDREW WACKERLIBERTYMAYGILLESPIE RYANISABELWESTERN JACKSONSUNSETFAIRHAVENMARKETVIEW COLTONMILLER HEARTLANDBLACKBERRY SHO R EOSBRON DOBBINS C A R L Y BRISTOLHAYDENTAMPAELDENBRUELLLAURENCHURCHWESTWATERPARK MCMURTRIEHIGH RIDGEWOODVIEW NORTHLANDSYCAMOREPLEASURE TWINLEAF LEISURE REDBUD DILLON BASE LINE LANDMARK BLUEST E M QUINSEYALEXISPRAIRIECANYON IROQUOISMONTE R E Y PURCELL MUN S O N SEARLSCHMIDTBISCAYN E LEGNER CONOVERPRATT HILLCREST ASPEN G R A C E RIVER BIRCH HUNT GARDINER BOOMERPLYMOUTH WILD INDIGOLEXINGTONEVERGREENHUNTERSARASOTACOMMERCIAL ARROW H E A D BOYER KATE NORTH BARRETT PENSACOLA YELLOWSTON E WILLOWRENA BURN E T T CUMMINSGOL D E N RO D GAWNEPINEWOODCALED O NI A DEAMES INDEPENDENCETURNER MARKETPLACEGEORGEANNA WINDHAM KENDALL FARMS HUBBARDSWANSON COT TONWOOD PRAIR IE ROSE BLAKE HOMESTEADCATALPADOVERGARRITANOASHLEYDIEHL FARMHYDRAULIC WINTERBER R Y TIMBALIER HONEYSUCK L E RED T A I L MARQU E T T E HICKORYMEADOWVIEWDICKSON STRAWBER R YCOLE CAMDENPORT A G E PRAIRIE POINTE POPE WOODWORTHANDRE A AUBU R NPATRIC IA BEHRENS NADEN AMANDASANDERSOVERLOOKCRIMSONPALMERC O D Y MENARD PIERPONT DENISE SANTA MONI C A MULHERN CONCORDMARTINWINCHESTERGLEN NELSONPOWERSF A RM S T EAD BLACK B E R R Y ALEXANDRAAPPLETREELAKEWOOD SPRINGSCORNELLSA N D I E G O CHESHIR E PRIVATE DRIVE ROUTE 3 4 PRIVATE DRIVE ROUTE 34 PRIVATE DRI V E PRIVATE DRIVE PRIVATE DRIVEVETERANS MAINSOMONAUK PRIVATE DRIVEBEECHERPRIVATE DRIVEHYDRAULIC VETERANS MARTINCALEDONIAPRIVATE D RIVEJOHN ROUT E 34PRIVATE DRIVEBRIDGEPRIVATE DRIVEPRIVATE DRIVEBRIDGEPRIVATE DRIVEPRIVATE DRIVE BEECHER PRIVATE DRIVE PRIVATE DRIVE WESTROUTE 47 FAXON PRIVATE DRIVEBERTRAM PRIVATE DRI V E PRIVATE DRIVE PRIVATE DRIVEPRIVATE DRIVE CENTER Copyright nearmap 2015 ELDAMAIN CORRIDOR PLANNING DATE: PROJECT NO.: FILE: BY: JUNE 2025 YO2442 MJT LOCATION MAP UNITED CITY OF YORKVILLE, ILLINOIS Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 www.eeiweb.com PATH:H:\GIS\PUBLIC\YORKVILLE\2024\YO2444 United City of Yorkville 651 Prairie Pointe Drive Yorkville, IL 60560 N O R T H ° Eldamain Transportation Planning/Eldamain Corridor Study Legend Yorkville Boundary 0 2,000 4,000 6,000 8,0001,000 Feet Id Development Name Status Acres 1 Cyrus One Approved (PUD)229 2 Project Steel Applied (Annex & Rezone)557 3 Daniels (South)Approved (Annex & Rezone)267 4 Daniels (North)Applied (Annex & Rezone)64 5 GD - 50 Acres Approved (Annex & Zoned)50 6 GD - Hagemann Approved (Annex & Rezone)138 7 GD - Kelaka Approved (Annex & Rezone)154 8 GD - Meyer Not Applied 130 9 Hamman-Kelaka Applied (Annex & Rezone)109 11 Project Cardinal Applied (Annex & Rezone)1048 12 PGP Development Not Applied 127 Total Acreage= 2,873 N. BRIDGEE. BEECHERBER TRA M GALEN A BASELINEASHE W. BEECHERELDAMAINProject Cardinal 1048 ac 0 2,000 4,000 Feet Project Cardinal Development Ashe Rd Improvements Baseline Rd Improvements Galena Rd Improvements Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 / www.eeiweb.con EXHIBIT XX ROW DEDICATIONS DATE: MAY 2025United City of Yorkville 651 Prairie Pointe Drive Yorkville, IL 60560 (630) 553-4350 http://www.yorkville.il.us PROJECT CARDINALCONSULTING ENGINEERS NO.DATE REVISIONS PROJECT NO.: YO2451 PATH: H:/GIS/PUBLIC/YORKVILLE/2024/ YO2451_PROJECT CARDINAL ROADWAY EXHIBITSFILE: . 100' TOTAL ROW 50' ROW DEDICATION - SOUTH 120' TOTAL ROW 60' ROW DEDICATION - EAST 120' TOTAL ROW 60' ROW DEDICATION - NORTH N. BRIDGEE. BEECHERBER TRA M GALEN A BASELINEASHE JETERW. BEECHERELDAMAINProject Cardinal 1048 ac 0 2,000 4,000 Feet Proposed Shared-Use Path Project Cardinal Development Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 / www.eeiweb.con EXHIBIT C PROPOSED PATH LOCATIONS DATE: MAY 2025United City of Yorkville 651 Prairie Pointe Drive Yorkville, IL 60560 (630) 553-4350 http://www.yorkville.il.us PROJECT CARDINALCONSULTING ENGINEERS NO.DATE REVISIONS PROJECT NO.: YO2451 PATH: H:/GIS/PUBLIC/YORKVILLE/2024/ YO2451_PROJECT CARDINAL ROADWAY EXHIBITSFILE: . PROPOSED 10' SHARED-USE PATH From:Bart Olson To: Cc:Jori Behland; Krysti Barksdale-Noble Subject:RE: Written Comment for May 6th 2025 meeting Date:Thursday, March 27, 2025 3:44:47 PM Hello Elizabeth, Thanks for providing these questions so far in advance. I can answer some of them now, and I will forward your questions and my responses to the aldermen in advance of the May meeting: 1) The plan provided shows water/storm basins being utilized throughout the plan to help mediate noise pollution to residences in addition to help create a more aesthetically pleasing environment. Why was there no plan to put a storm basin in front of my home that is located at the corner of Baseline Road and Mighell Rd? -I would like to formally request that this Plan be revised to include a storm basin located in front of my home that is similar to the majority of the homes surrounding this location. a) City response - This is the first draft of a plan submitted by a petitioner with little feedback given so far by the City. I am acknowledging your request and we will communicate it to the developer and the committee members. On a technical basis, I am not sure if the area in front of your home will lend itself to a drainage basin, but I am guessing you would be more comfortable if there was more distance from your home to the buildings (i.e. maybe they can buffer the area with equivalent distances or noise reduction measures without a basin). The City has engaged a sound engineer that will be reviewing this site plan to see if there are ways we can improve it, and we will be recommending the developer to commit to a sound study post construction so we can monitor the noise in the area. 2) what is the developer and or committee doing about noise pollution? this large of a data center could cause significant noise pollution in this area to residents, causing neurological and mental health stressors in addition to medical issues and complications. These kinds of complications have been reported in numerous research studies by residence who live next to these types of data centers. a) City response - I mentioned above about our sound engineer. We have spoken with our government counterparts in Loudoun County Virginia, which is the data center capital of the world. They have spoken a bit about noise complaints being the most frequent issue cited by neighbors, but they tended to downplay the severity of it compared to your assertion of medical issues and complications. If you have any research studies that you'd like us to review, please forward them along. 3) how much data is being processed or projected to be processed through this facility? How much of this data is identified as United States data, local data, and worldly data? a) City response - I don't believe there are public estimates of the amount of data expected for this facility, nor am I familiar with that being a standard metric to study data centers elsewhere in the world. Usually, data centers are compared on an acreage, square footage, or power use basis. I don't believe there's a way to identify where the data originates publicly either (I suppose it would depend on the end-user of the systems within the building). 4)what is the plan and committee doing to help ensure safety of not just this data center, but the residence that live in this area. I’m speaking specifically not to cyber attacks but terrorism that could come in the form of destroying the data center-being that it could be providing significant data resources to individual throughout the world. a) City response - The City is in touch with the Department of Homeland Security and the FBI Field Office in Chicago on these issues. Generally, the property will be heavily monitored by security guards and systems and all access to the development will be heavily restricted through gated access. 5) what is the developers plan to ensure that during the construction of this facility garbage and debris, including significant dust and dirt kick up is kept to a minimum and does not impact the residents who are living in this area? a) City response - The City has robust development rules that address on-site cleanliness and street debris concerns. We also have rules about dust abatement during mass grading which involve on-site watering and other measures. 6) when it comes to cooling this facility why would the developers identify this area as a prime location for a date center that needs to be cooled significantly when during the spring to early fall months, this area is incredibly hot and humid. a) City response - External temperature has little bearing on the internal operation of the buildings. Data centers are interested in this area primarily because it has adequate power supply and infrastructure. 7) how does the developer plan to mediate the cooling issue of this data center so that it doesn’t impact local residence? a) City response - I'm not sure what you mean here - but, the water usage of the buildings will be reviewed by the City to make sure we have adequate capacity, the power usage will be reviewed and endorsed by ComEd before a power allocation is given, and we're looking to manage any noise generated on site through the sound engineer review of the plans. Thanks, Bart Olson City Administrator United City of Yorkville 651 Prairie Point Drive Yorkville, Illinois 60560 630-553-8537 direct 630-308-0582 cell bolson@yorkville.il.us -----Original Message----- From: Jori Behland <jBehland@yorkville.il.us> Sent: Tuesday, March 25, 2025 2:08 PM To: Krysti Barksdale-Noble <knoble@yorkville.il.us>; Bart Olson <BOlson@yorkville.il.us> Cc: Monica Cisija <mcisija@yorkville.il.us> Subject: FW: Written Comment for May 6th 2025 meeting Please see the comments/questions below regarding Project Cardinal. Would you like us to forward this to the elected officials? Thank you, Jori Behland City Clerk 651 Prairie Pointe • Yorkville, IL 60560 630-553-8567 (Direct) 630-553-4350 (City Hall) jbehland@yorkville.il.us https://linkprotect.cudasvc.com/url? a=https%3a%2f%2flink.edgepilot.com%2fs%2f90f88701%2fJ0i56l0OmEK1- rdMPdND0w%3fu%3dhttp%3a%2f%2fwww.yorkville.il.us%2f&c=E,1,yL9DHRPWxs76XqHTZd2w- 13H_lhAaZwo5KEKXh5hRWBBCgsPHLlPlf6yLpUteCmrmD0VEc4IbbinIxwY2Y3X- VDpnX2WVragfVpYGNIUV6sk8Kb0KIjmNw,,&typo=1 -----Original Message----- From: Elizabeth Fotopoulos Sent: Tuesday, March 25, 2025 1:18 PM To: Jori Behland <jBehland@yorkville.il.us> Subject: Written Comment for May 6th 2025 meeting This is for the meeting on May 6th 2025 Elizabeth Fotopoulos “Economic development committee: project cardinal data center” My questions for the committee are 1) The plan provided shows water/storm basins being utilized throughout the plan to help mediate noise pollution to residences in addition to help create a more aesthetically pleasing environment. Why was there no plan to put a storm basin in front of my home that is located at the corner of Baseline Road and Mighell Rd? -I would like to formally request that this Plan be revised to include a storm basin located in front of my home that is similar to the majority of the homes surrounding this location. 2) what is the developer and or committee doing about noise pollution? this large of a data center could cause significant noise pollution in this area to residents, causing neurological and mental health stressors in addition to medical issues and complications. These kinds of complications have been reported in numerous research studies by residence who live next to these types of data centers. 3) how much data is being processed or projected to be processed through this facility? How much of this data is identified as United States data, local data, and worldly data? 4)what is the plan and committee doing to help ensure safety of not just this data center, but the residence that live in this area. I’m speaking specifically not to cyber attacks but terrorism that could come in the form of destroying the data center-being that it could be providing significant data resources to individual throughout the world. 5) what is the developers plan to ensure that during the construction of this facility garbage and debris, including significant dust and dirt kick up is kept to a minimum and does not impact the residents who are living in this area? 6) when it comes to cooling this facility why would the developers identify this area as a prime location for a date center that needs to be cooled significantly when during the spring to early fall months, this area is incredibly hot and humid. 7) how does the developer plan to mediate the cooling issue of this data center so that it doesn’t impact local residence? Thank you, Elizabeth Sent from my iPhone Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Daniel J. Gorman on Behalf of USA Energy Independence, LLC (Prospective Buyer) and Stanley L. Zepelak on Behalf of Lucaya Asset Management, LLC (Current Owner) Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #6 Tracking Number EDC 2025-51 PZC 2025-09 – Kendall County Petition 25-04 (Between 9417 and 9221 Corneils Road) Economic Development Committee – July 1, 2025 Majority Approval 1.5-Mile Review of a solar farm request. David Hansen Community Development Name Department 1 Item Update: At the June 3, 2025 Economic Development Committee meeting, the following item was not discussed due to a lack of quorum. Upon recommendation by the City Council, the item was authorized to proceed to the Planning and Zoning Commission as originally scheduled. At the June 11, 2025 Planning and Zoning Commission meeting, the item was discussed and reviewed. The Commission, at a tally of 5 to 1, recommended approval (not to object) the request of Kendall County Petition 25-04, which would allow a commercial solar energy facility on land within 1.5 miles of a municipality without an annexation agreement. Since the item has not been discussed at an Economic Development Committee meeting, this item is being brought back to the July 1, 2025 Economic Development Committee to ensure the Committee has the opportunity to provide any suggestions prior to City Council consideration. PLANNING & ZONING ACTION: The Planning and Zoning Commission discussed the 1.5 mile review regarding Kendall County Petition 25-04 on June 11, 2025. The Commission made the following action on the motion for the request below: In consideration of the proposed mile and one-half review of Kendall County Petition 25-04 by Daniel J. Gorman on Behalf of USA Energy Independence, LLC (Prospective Buyer) and Stanley L. Zepelak on Behalf of Lucaya Asset Management, LLC (Current Owner)), seeking a special use permit for a commercial solar energy facility and variance to allow a commercial solar energy facility on land within 1.5 miles of a municipality without an annexation agreement consisting of one (1) parcel totaling ~37.03 acres, the Planning and Zoning Commission recommends the City Council to not object to the request. Action Item: Green – aye; Williams – aye; Crouch – aye; Vinyard – aye; Tarulis – nay; Forristall – aye. 5 ayes; 1 nay ATTACHMENTS: 1. PZC Staff Memo dated June 11, 2025 2. Application with Attachments Memorandum To: Economic Development Committee From: David Hansen, Senior Planner CC: Bart Olson, City Administrator Krysti J. Barksdale-Noble, Community Development Director Sara Mendez, Senior Planner Date: July 1, 2025 Subject: PZC 2025-09 – Kendall County Petition 25-04 (Daniel J. Gorman on Behalf of USA Energy Independence, LLC (Prospective Buyer) and Stanley L. Zepelak on Behalf of Lucaya Asset Management, LLC (Current Owner)) - 1.5 Mile Review SUMMARY: Staff has reviewed a request from Kendall County Planning and Zoning Department along with the subsequent documents attached. This property is located within one and a half miles of the planning boundary for Yorkville, allowing the City the opportunity to review and provide comments to Kendall County. The petitioner, Daniel J. Gorman on Behalf of USA Energy Independence, LLC (Prospective Buyer) and Stanley L. Zepelak on Behalf of Lucaya Asset Management, LLC (Current Owner) are seeking a special use permit for a commercial solar energy facility and a variance to Section 36-282(17)(a) of the Kendall County Zoning Ordinance to allow a commercial solar energy facility on land within 1.5 miles of municipality without an annexation agreement. The real property is located immediately north of Corneils Road and approximately 0.5 miles east of Route 47 in unincorporated Kendall County. PROPERTY BACKGROUND: The property is located between 9417 and 9221 Corneils Road in unincorporated Kendall County and consists of one (1) parcel (PIN #02-09-400-007) totaling ~37.03 acres. The property is owned by Stanley L. Zepelak on Behalf of Lucaya Asset Management, LLC. The site is currently undeveloped and utilized for agricultural purposes. The United City of Yorkville’s corporate boundary borders the subject property to the west, east and north. • Corneils Crossing Subdivision is located immediately west and is zoned R-2 Single-Family Traditional Residence District. Although the subdivision was approved and entitled in 2006, it is currently undeveloped and utilized for agricultural purposes. Memorandum To: Planning and Zoning Commission From: David Hansen, Senior Planner CC: Bart Olson, City Administrator Krysti Barksdale-Noble, Community Development Director Sara Mendez, Senior Planner Date: June 11, 2025 Subject: PZC 2025-09 – Kendall County Petition 25-04 (Daniel J. Gorman on Behalf of USA Energy Independence, LLC (Prospective Buyer) and Stanley L. Zepelak on Behalf of Lucaya Asset Management, LLC (Current Owner)) - 1.5 Mile Review • Bristol Ridge Subdivision is an approved Planned Unit Development (PUD) located immediately east with underlying zoning districts of R-2 Single-Family Traditional Residence District and R-3 Multi-Family Attached Residence District. In 2023, the Bristol Ridge PUD was amended to allow a solar farm development on the area east of Cannonball Trail and north of the BNSF Railway (Bristol Solar 105). The solar farm development is less than ½ a mile away from the subject property. • Bristol Bay Subdivision is an approved PUD that is located immediately north with underlying zoning districts of R-2 Single-Family Traditional Residence District and R-3 Multi-Family Attached Residence District. Although the subdivision was approved and entitled in 2005, the area south of Galena Rd is currently undeveloped and utilized for agricultural purposes. Lastly, the subject property is also bordered by unincorporated residential properties to its south, east, and west. Raging Waves water park is located within a half (1/2) a mile west of the subject property. CORRESPONDENCE WITH PETITIONER: In late 2024, Daniel J. Gorman on Behalf of USA Energy Independence, LLC, reached out to Yorkville and asked whether the City wished to enter into a pre-annexation agreement for the proposed solar energy facility on parcel #02-09-400-007. The site is unincorporated and contiguous to the United City of Yorkville. Upon discussion, the consensus amongst staff was that the City would not support the proposed solar farm annexation and development within Yorkville for the following reasons: • The parcel is directly adjacent to several residential homes to the south, east, and west. • The location of the solar panels is adjacent to a suspected wetland area to the north. • The plan includes five new utility poles proposed near existing residential properties to the east. • The proposed plan does not meet the City’s required minimum setback of 1,000 feet from the roadway; the plan currently proposes a setback of approximately 800 feet from Corneils Road, which is designated as a potential future major east/west collector roadway in Yorkville. In March 2025, USA Energy Independence provided an updated site plan. The site plan proposed a setback of approximately 500 feet from Corneils Road, a 300 foot decrease from the original site plan submittal of 800 feet. The proposed setback of approximately 500 feet from Corneils Road is inconsistent with the City of Yorkville’s required setback of 1,000 feet from the nearest roadway network. Thus, staff reiterated to the petitioner that the City would not pursue a pre-annexation agreement for the proposed solar energy facility at this time and encouraged the petitioner to seek approval through Kendall County. Based off Yorkville’s staff feedback, the applicant, Daniel J. Gorman on Behalf of USA Energy Independence, LLC, has filed for a variance to Section 36-282(17)(a) with Kendall County. This variance would allow the proposed solar energy facility to proceed without annexation or an annexation agreement. Per Section 36-282(17)(a) of the Kendall County Zoning Ordinance: “All commercial solar energy facilities and test solar energy systems located within one and one-half (1½) miles of a municipality shall either annex to the municipality or obtain an annexation agreement with the municipality requiring the municipality's regulations to flow through the property.” PROPOSED DEVELOPMENT: The property is currently zoned A-1 Agricultural District. Per Kendall County’s Zoning Ordinance, all development proposed in the district must obtain site plan approval from the County Board. According to the application and site plans provided, the applicant is proposing a 5 MW AC community solar farm on one parcel (PIN #02-09-400-007) in Kendall County. The project encompasses an approximate 37.03-acres. Per Section 36-282 of Kendall County’s Zoning Ordinance, construction and operation of Commercial Solar Energy Facilities are permitted in the Agricultural District by Special Use Permit. At the May 6, 2025 Kendall County Zoning Platting and Advisory Committee meeting, the committee issued a neutral recommendation of the proposed development and added an additional condition requiring the developer/owner to enter into a community impact agreement with Kendall County. The community impact agreement would require the owner/operator of the solar farm to pay the County a certain dollar amount per megawatt (MW) produced. Please see below for an overview of the project along with the proposed site plan and structure detail: • The solar development intends to have approximately 12,120 solar panel arrays on site. • The ground mounted equipment plan shows a maximum structure height of 10’11 3/8” at full tilt. • The setback to the nearest solar array is greater than 250 feet to the nearest residence and greater than 150 feet to the nearest residential property line. • The fenced area intends to be approximately 20.1 acres, which takes up 54.2% of the parcel. • The security fence on site would be six (6) feet in height. • The access road shows a fifteen (15) foot wide gravel road inside a twenty (20) foot road easement on the southeast corner of the property. The entrance off Corneils Road is forty (40) feet wide. YORKVILLE COMPREHENSIVE PLAN: Yorkville’s 2016 Comprehensive Plan designation for this property is Estate/Conservation Residential. The Estate/Conservation Residential future land use is intended to provide flexibility for residential design in areas in Yorkville that can accommodate low-density detached single-family housing but also include sensitive environmental and scenic features that should be retained and enhanced. Although the proposed land use and A-1 zoning in Kendall County is inconsistent with Yorkville’s Comprehensive Plan Future Land Use Map, the County’s zoning would be consistent with the City’s zoning classification for a solar farm. If approved, the proposed facility to operate a commercial solar energy facility would necessitate a review and a potential amendment to the Yorkville Comprehensive Plan’s Future Land Use Map for this area. An appropriate future land use designation for this use would be the “Agricultural Zone” designation, which is meant for general farming uses. STAFF COMMENTS Staff is seeking input from the Planning and Zoning Commission as the one-and-a-half-mile review allows for the City to make comments and requests to the petitioner and County prior to their public meetings. This review will also be brought to the Economic Development Committee at the July 1, 2025 meeting and the City Council at the July 8, 2025 meeting. This item was delivered to the City on April 23, 2025. PROPOSED MOTION In consideration of the proposed mile and one-half review of Kendall County Petition 25-04 by Daniel J. Gorman on Behalf of USA Energy Independence, LLC (Prospective Buyer) and Stanley L. Zepelak on Behalf of Lucaya Asset Management, LLC (Current Owner)), seeking a special use permit for a commercial solar energy facility and variance to allow a commercial solar energy facility on land within 1.5 miles of a municipality without an annexation agreement consisting of one (1) parcel totaling ~37.03 acres, the Planning and Zoning Commission recommends the City Council to (object or not object) to the request. ATTACHMENTS 1. Application with Attachments ZPAC Memo – Prepared by Matt Asselmeier – April 23, 2025 Page 1 of 9 DEPARTMENT OF PLANNING, BUILDING & ZONING 807 West John Street • Yorkville, IL • 60560 (630) 553-4141 Fax (630) 553-4179 Petition 25-04 Daniel J. Gorman on Behalf of USA Energy Independence, LLC (Prospective Buyer) and Stanley L. Zepelak on Behalf of Lucaya Asset Management, LLC (Current Owner) A-1 Special Use Permit for Commercial Solar Energy Facility and Variance to Allow the Facility on Land Within 1.5 Miles of a Municipality Without an Annexation Agreement INTRODUCTION The Petitioner is seeking a special use permit for a commercial solar energy facility and a variance to Section 36-282(17)a of the Kendall County Code to allow a commercial solar energy facility on land within one point five (1.5) miles of municipality without an annexation agreement. The application materials, including the boundary survey, are included as Attachment 1. Stormwater information, including the wetland delineation report, is included as Attachment 2. The site plan is included as Attachment 3. The vegetative management plan is included as Attachment 4. Decommissioning information is included as Attachment 5. The Agricultural Impact Mitigation Agreement is included as Attachment 6. SITE INFORMATION PETITIONER: Daniel J. Gorman on Behalf of USA Energy Independence, LLC (Prospective Buyer) and Stanley L. Zepelak on Behalf of the Lucaya Asset Management, LLC (Current Owner) ADDRESS: Between 9417 and 9221 Corneils Road, Bristol LOCATION: Approximately 0.5 Miles East of Route 47 on the North Side of Corneils Road Aerial of Entire Property TOWNSHIP: Bristol ZPAC Memo – Prepared by Matt Asselmeier – April 23, 2025 Page 2 of 9 PARCEL #: 02-09-400-007 LOT SIZE: 37.03 +/- Acres (Total Parcel) and 20.1 +/- (Fenced Area) EXISTING LAND USE: Agricultural ZONING: A-1 LRMP: Future Land Use Suburban Residential (Max 1.00 DU/Acre) (County) Estate/Conservation Residential (Yorkville) Roads Corneils Road is a Minor Collector Road maintained by Bristol Township. Trails The United City of Yorkville has a trail planned along Corneils Road. Floodplain/ Wetlands There are no floodplains on the property. There is one (1) farmed wetland on the property and two (2) additional wet areas on the property identified in the wetland delineation report. REQUESTED ACTIONS: Special Use Permit for a Commercial Solar Energy System Variance to Allow a Commercial Solar Energy System on Land with One Point Five (1.5) Miles of a Municipality without an Annexation Agreement APPLICABLE REGULATIONS: §36-282(17) – A-1 Special Uses §36-39 – Variance Procedures Chapter 36, Article II, Division 3, Subdivision I – Special Use Procedures SURROUNDING LAND USE Location Adjacent Land Use Adjacent Zoning Land Resource Management Plan Zoning within ½ Mile North Agricultural R-2, R-2D, R-3, and B-3 (Yorkville) Urbanized Communities (County) Estate/Conservation Residential (Yorkville) A-1 (County) R-2, R-2D, R-3, and B-3 (Yorkville) South Agricultural and Single- Family Residential A-1 and R-3 (County) Suburban Residential (County) Estate/Conservation Residential and Metra Station Transit Oriented Development (Yorkville) A-1 and R-3 (County) R-4 and B-3 (Yorkville) East Agricultural and Single- Family Residential A-1 (County) R-2, R-2D, R-3, and B-3 (Yorkville) Urbanized Communities and Suburban Residential (County) A-1, A-1 SU, R-3, B-1, and B-3 (County) R-2, R-2D, R-3, and B-3 (Yorkville) ZPAC Memo – Prepared by Matt Asselmeier – April 23, 2025 Page 3 of 9 Estate/Conservation Residential (Yorkville) West Agricultural and Single- Family Residential A-1 (County) R-2 (Yorkville) Urbanized Communities, Suburban Residential, and Commercial (County) Estate/Conservation Residential (Yorkville) A-1, A-1 SU, and R-3 (County) R-2 and B-3 (Yorkville) The A-1 special use permit to the east is for a landscaping business. The A-1 special use permit to the west is for a welding business. Approximately thirty-three (33) homes, not including the homes in the original town of Bristol Station are located within half (1/2) of a mile of the subject property. Raging Waves water park is also located within half (1/2) of a mile of the subject property. PHYSICAL DATA ENDANGERED SPECIES REPORT EcoCAT Report identified protected resources in the area, but negative impacts were unlikely. The Illinois Department of Natural Resources recommended establishing pollinator friendly habitat as groundcover where feasible and the site should be de-compacted before planting. The letter from the Illinois Department of Natural Resources is included as Attachment 1, Pages 46 and 47. NATURAL RESOURCES INVENTORY The LESA Score was 179 indicating a low level of protection. The NRI Report is included as Attachment 11. ACTION SUMMARY BRISTOL TOWNSHIP Petition information was sent to Bristol Township on April 23, 2025. Prior to submittal to Kendall County, the Bristol Township Board reviewed the proposal on April 7, 2025, but that meeting was for informational purposes only. UNITED CITY OF YORKVILLE Petition information was sent to the United City of Yorkville on April 23, 2025. Prior to formal application submittal, the United City of Yorkville submitted an email stating they would not pursue annexation at this time. The email notes the proximity of several homes to the subject property; the proposal does not meet Yorkville’s one thousand foot (1,000’) setback requirement from Corneils Road; the proximity to a wetland was noted; five (5) new utility poles were proposed. Yorkville’s email is included as Attachment 7. On March 25, 2025, Yorkville submitted an email requesting a forty-foot (40’) right-of-way dedication. On April 2, 2025, Bristol Township submitted an email agreeing to the requested dedication. These emails are included as Attachments 8 and 9. BRISTOL-KENDALL FIRE PROTECTION DISTRICT Petition information was sent to the Bristol-Kendall Fire Protection District on April 23, 2025. ZPAC Memo – Prepared by Matt Asselmeier – April 23, 2025 Page 4 of 9 GENERAL INFORMATION Per § 36-282(17) of the Kendall County Code, commercial solar energy facilities businesses can be special uses on A-1 zoned property subject to the following conditions (Staff Comments in Bold): a. All commercial solar energy facilities and test solar energy systems located within one point five (1.5) miles of a municipality shall either annex to the municipality or obtain an annexation agreement with the municipality requiring the municipality’s regulations to flow through the property. Petitioner is requesting a variance. b. The setbacks for commercial solar energy facilities shall be measured from the nearest edge of any component of the facility as follows: Occupied Community Buildings or Dwellings on Nonparticipating Properties-One hundred fifty feet (150’) from the nearest point on the outside wall of the structure Boundary Lines of Participating Properties-None Boundary Lines of Nonparticipating Properties- Fifty feet (50’) to the nearest point on the property line of the nonparticipating property Public Road Rights-Of-Way-Fifty feet (50’) from the nearest edge The above setbacks do not exempt or excuse compliance with electric facility clearances approved or required by the National Electrical Code, the National Electrical Safety Code, Commerce Commission, Federal Energy Regulatory Commission, and their designees or successors. Per the site plan, see Attachment 3, Page 1, the closet nonparticipating structure is greater than two hundred fifty feet (250’) from the solar panels. The solar panels are greater than five hundred feet (500’) from Corneils Road. c. A commercial solar energy facility’s perimeter shall be enclosed by fencing having a height of at least six feet (6’) and no more than twenty-five feet (25’). This is true. Per the application materials, see Attachment 1, Page 9, the fence is proposed to be six feet (6’) in height. As noted in the site plan, see Attachment 3, Page 4, the fence will be six inches (6”) above the finished grade. The fence will be chain link topped with barbed wire. d. No component of a solar panel as part of a commercial solar energy facility shall have a height of more than twenty feet (20’) above ground when the solar energy facility’s arrays are at full tilt. This is true. Per the site plan, see Attachment 3, Page 2, the maximum height will be ten feet, eleven and three-eighths inches (10’-11 3/8”). e. The above setback, fencing, and component height requirements may be waived subject to written consent of the owner of each affected nonparticipating property. This written consent shall be submitted at the time of application submittal. No such consent requested or needed. f. Sound limitations for components in commercial solar energy facilities shall follow the sound limitations established by the Illinois Pollution Control Board. A noise study was provided; see Attachment 12. g. The County shall not require standards for construction, decommissioning, or deconstruction of a commercial solar energy system or related financial assurances to be more restrictive than agricultural impact mitigation agreement set in State law. The amount of any decommissioning payment shall be limited to the cost identified in the decommissioning or deconstruction plan, as required by the agricultural impact mitigation agreement, minus the salvage value of the project. A copy of the agricultural impact mitigation agreement shall be submitted with the application materials. The decommissioning plan is included as Attachment 5 and is outlined in the Agricultural Impact Mitigation Agreement, which is included as Attachment 6. As noted on Page 2 of Attachment 5, the Petitioner is offering a bond of Fifty Thousand Dollars ($50,000). As suggested on Page 2 of Attachment 5, the Petitioner is agreeable to not fight the County in court, if the County wished to acquire title to the subject property in the event that the decommissioning bond is insufficient ZPAC Memo – Prepared by Matt Asselmeier – April 23, 2025 Page 5 of 9 to cover all of the costs. h. A vegetative screening shall be placed around the commercial solar energy facility. The site plan (Attachment 3) references a row of Black Hills Spruce and a row Buttonbush. The spruce will be six feet (6’) minimum in height within three (3) years of planting and the Buttonbush will be four feet (4’) minimum in height within three (3) years of planting, as outlined on Page 8 of Attachment 3. The vegetative management plan was provided as Attachment 4. The types of vegetation, timing of planting, and maintenance plan are included in the vegetative management plan. i. Commercial solar energy facility applicants shall provide the results and recommendations from consultations with the Illinois Department of Natural Resources obtained through the Ecological Compliance Assessment Tool (EcoCat) or a comparable successor tool. The commercial solar energy facility applicant shall adhere to the recommendations provided through this consultation. The EcoCat was submitted and the recommendation was to establish pollinator friendly habitat as groundcover where feasible and the site should be de-compacted before planting. The letter from the Illinois Department of Natural Resources is included as Attachment 1, Pages 46 and 47. j. Commercial solar energy facility applicants shall provide the results of the United States Fish and Wildlife Service’s Information for Planning and Consulting environmental review or a comparable successor toll that is consistent with the U.S. Fish and Wildlife Service’s Land-Based Wind Energy Guidelines and any applicable United States Fish and Wildlife Service solar wildlife guidelines that have been subject to public review. This was provided on Pages 48 through 62 of the application material (Attachment 1). Five (5) threatened or endangered species were in the area. k. A facility owner shall demonstrate avoidance of protected lands as identified by the Illinois Department of Natural Resources and the Illinois Nature Preserve Commission or consider the recommendations of the Illinois Department of Natural Resources for setbacks from protected lands, including areas identified by the Illinois Nature Preserve Commission. While the site is designed around one (1) farmed wetland, there are other wet areas on the property that need to be examined through the stormwater permit review process. l. A facility owner shall provide evidence at the time of application submittal of consultation with the Illinois State Historic Preservation Office to assess potential impacts on State-registered historic sites under applicable State law. This information was provided as Attachment 10. The State Historic Preservation Office is requesting a Phase I Archeological Survey, per Attachment 10, Page 14. m. A commercial solar energy facility owner shall plant, establish, and maintain for the life of the facility vegetative ground cover consistent with State law and the guidelines of the Illinois Department of Natural Resources’ vegetative management plans. The vegetation management plan shall be required at the time of application submittal. The vegetation management plan, including timelines for planting and maintenance of the vegetation, was provided, see Attachment 4. n. The facility owner shall enter into a road use agreement with the jurisdiction having control over the applicable roads. The road use agreement shall follow applicable law. The facility owner shall supply the Kendall County Planning, Building and Zoning Department with a copy of the road use agreement. This provision shall be waived if the jurisdiction having control over the applicable roads does not wish to enter into an agreement. As of the date of this memo, the road use agreement negotiations are ongoing. The application materials (Attachment 1, Page 10) and the site plan (Attachment 3) show at a fifteen foot (15’) wide gravel road inside a twenty foot (20’) road easement on the southeast corner of the property. The entrance off of Corneils Road will be forty feet (40’) wide. o. The facility owner shall repair or pay for the repair of all damage to the drainage system caused by the construction of the commercial solar energy system within a reasonable time after construction of the commercial solar energy facility is complete. The specific time shall be set in the special use permit. No drain tile information was provided. On Page 13 of Attachment 1, there is a statement that no drain tile exists on the property. ZPAC Memo – Prepared by Matt Asselmeier – April 23, 2025 Page 6 of 9 BUILDINGS AND BUILDING CODES No buildings are planned for the site. Any structures proposed for the site, including the solar arrays, shall obtain applicable permits. ENVIRONMENTAL HEALTH The property is presently farmland. No wells, septic systems, or refuse collection points were identified. STORMWATER The proposed area of disturbance is approximately point six-five acres (0.65). The County has concerns regarding the wet areas identified in the wetland delineation report (Attachment 2) and the farmed wetland identified on the property. The Petitioner submitted a stormwater permit application. The temporary laydown area shown on the site plan (Attachment 3) is not proposed to be gravel. Four (4) infiltration basins are shown on the site plan (Attachment 3). Three (3) of these basins would be installed if required by the stormwater pollution prevention plan. No information regarding the infiltration basin was provided. ACCESS The application materials (Attachment 1, Page 10) and the site plan (Attachment 3) show a fifteen foot (15’) wide gravel road inside a twenty foot (20’) road easement on the southeast corner of the property. The entrance off of Corneils Road will be forty feet (40’) wide. PARKING AND INTERNAL TRAFFIC CIRCULATION No permanent parking was proposed. There will be a staging area during construction. LIGHTING No lighting was proposed. SIGNAGE The Petitioner proposed installing one (1) sign at the vehicular access gate stating emergency contact information (Attachment 1, Page 13). GLARE A glare study was provided as Attachment 13. IMPACT ON PROPERTY VALUES No information was provided regarding impacts on property values ODORS No odors were foreseen. NOISE A noise study was provided as Attachment 12. RELATION TO OTHER SPECIAL USES If approved, this would be the second special use permit for a commercial solar energy facility in unincorporated Kendall County. FINDINGS OF FACT-SPECIAL USE PERMIT § 36-119 of the Kendall County Code outlines findings that the Zoning Board of Appeals must make in order to recommend in favor of the applicant on special use permit applications. They are listed below in italics. Staff has provided findings in bold below based on the recommendation: The establishment, maintenance, or operation of the special use will not be detrimental to or endanger the public health, safety, morals, comfort, or general welfare. The Project will generate clean, renewable electricity while producing no air, noise, or water pollution, or ground contamination. The front portion of the parcel closest to Corneils Road will be retained for agricultural use and/or future residential use. ZPAC Memo – Prepared by Matt Asselmeier – April 23, 2025 Page 7 of 9 The Petitioner submitted a vegetative management plan outlining the types of vegetation that will be planted, the timing of planting, and a maintenance plan for the vegetation. The special use will not be substantially injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. The Zoning classification of property within the general area of the property in question shall be considered in determining consistency with this standard. The proposed use makes adequate provisions for appropriate buffers, landscaping, fencing, lighting, building materials, open space and other improvements necessary to insure that the proposed use does not adversely impact adjacent uses and is compatible with the surrounding area and/or the County as a whole. The proposal will not interfere with the use and enjoyment of nearby properties. The surrounding properties are zoned A-1 and various residential classifications and will not be prevented from continuing any existing use or from pursuing future uses. The proposal’s operations would be quiet and minimal traffic will occur after installation is completed. The solar panels are setback from Corneils Road and screened by vegetation from neighboring houses to avoid negative visual impacts. Adequate utilities, access roads and points of ingress and egress, drainage, and/or other necessary facilities have been or are being provided. The proposal will have adequate utility interconnections designed in collaboration with ComEd. The proposal does not require water, sewer, or any other public utility facilities to operate. The Petitioner will also build all roads and entrances at the facility and will enter into an agreement with Bristol Township regarding road use. After initial construction traffic, landscape maintenance and maintenance to the project components are anticipated to occur on an as-needed basis, consistent with the vegetative management plan. Existing traffic patterns will not be impacted in the post-construction operations phase. While no drain tile is believed to be on the subject property, damaged drain tile will be repaired as outlined in the Agricultural Impact Mitigation Agreement and a condition attached to this special use permit. The special use shall in all other respects conform to the applicable regulations of the district in which it is located, except as such regulations may in each instance be modified by the County Board pursuant to the recommendation of the Zoning Board of Appeals. If the requested variance is granted, the proposal meets all applicable regulations. The special use is consistent with the purpose and objectives of the Land Resource Management Plan and other adopted County or municipal plans and policies. The proposal is also consistent with a goal and objective found on page 3-4 of the Land Resource Management Plan, “Support the public and private use of sustainable energy systems (examples include wind, solar, and geo-thermal).” However, the proposal is located on property classified as Residential on the Future Land Use Map and the Kendall County Regional Planning Commission recommended denial of similar proposals. FINDINGS OF FACT-VARIANCE §36-39 of the Kendall County Code outlines findings that the Zoning Board of Appeals must make in order to grant variations. They are listed below in italics. Staff has provided findings in bold below based on the recommendation: The particular physical surroundings, shape, or topographical condition of the specific property involved would result in a particular hardship or practical difficulty upon the owner if the strict letter of the regulations were carried out. The subject property is located within one point five (1.5) miles of the United City of Yorkville. Information was provided stating that the United City of Yorkville did not wish to annex the property or enter into a pre-annexation agreement. The conditions upon which the requested variation is based would not be applicable, generally, to other property within the same zoning classification. Other A-1 zoned properties within one point five (1.5) miles of a municipality could request a similar variance, if the municipality refuses to annex or enter into a pre- annexation agreement. The alleged difficulty or hardship has not been created by any person presently having an interest in the property. The difficulty was created because the United City of Yorkville did not wish to enter into a pre- annexation agreement or annex the property. ZPAC Memo – Prepared by Matt Asselmeier – April 23, 2025 Page 8 of 9 The granting of the variation will not materially be detrimental to the public welfare or substantially injurious to other property or improvements in the neighborhood in which the property is located. Granting the variance would not be detrimental to the public or substantially injurious to other properties. That the proposed variation will not impair an adequate supply of light and air to adjacent property, or substantially increase the congestion in the public streets or increase the danger of fire, or endanger the public safety or substantially diminish or impair property values within the neighborhood. The proposed variance would not impair light or air on adjacent property, cause congestion, increase the danger of fire, or negatively impact property values. RECOMMENDATION Given that the Kendall County Regional Planning Commission previously recommended denial of proposals on properties classified as Residential on the County’s Future Land Use Map, and because of lack of clarity in State law regarding using the LaSalle and Sinclar Factors in evaluating applications of special use permits for commercial solar facilities, Staff’s recommendation is neutral. Assuming that conditions can be imposed on the special use permit, the proposed conditions and restrictions are as follows: 1. The site shall be developed substantially in accordance with the submitted site plan (Attachment 3), vegetative management plan (Attachment 4), decommissioning plan (Attachment 5), road access plan (yet to be submitted), and Agricultural Impact Mitigation Agreement (Attachment 6). The Black Hills Spruce shall be planted in one (1) row and the Buttonbush shall be planted in a second row. 2. A variance to section 36-282(17)(a) of the Kendall County Code is hereby granted allowing a commercial solar energy facility within one point five (1.5) miles of a municipality without an annexation or pre-annexation agreement. 3. In the event that the decommissioning bond is insufficient to cover the costs of decommissioning the site as outlined in the decommissioning plan (Attachment 5), the owners of the subject property shall not contest in court if the County wishes to obtain title to the subject property to cover the costs of decommissioning the use allowed by this special use permit. 4. Within ninety (90) days of the approval of the special use permit, the owners of the subject property shall dedicate a strip of land forty feet (40’) in depth along the southern property line to Bristol Township. The Kendall County Planning, Building and Zoning Committee may grant an extension to this deadline. 5. None of the vehicles or equipment parked or stored on the subject property allowed by the special use permit shall be considered agricultural vehicles or agricultural equipment. 6. All of the vehicles and equipment stored on the subject property allowed by the special use permit shall be maintained in good condition with no deflated tires and shall be licensed if required by law. 7. Any structures, including solar arrays, constructed, installed, or used allowed by this special use permit shall not be considered for agricultural purposes and must secure applicable building permits. 8. One (1) warning sign shall be placed near or on the entrance gate. This sign shall include, at minimum, the address of the subject property and a twenty-four (24) hour emergency contact phone number. Additional signage may be installed, if required by applicable law. 9. KenCom and other applicable public safety agencies shall be supplied the access code to the Knox Box/security gate. 10. Damaged drain tile will be repaired on a timeframe approved by the Kendall County Planning, Building and Zoning Department. 11. The operators of the use allowed by this special use permit acknowledge and agree to follow Kendall County’s Right to Farm Clause. 12. The property owner and operator of the use allowed by this special use permit shall follow all applicable Federal, State, and Local laws related to the operation of this type of use. ZPAC Memo – Prepared by Matt Asselmeier – April 23, 2025 Page 9 of 9 13. Failure to comply with one or more of the above conditions or restrictions could result in the amendment or revocation of the special use permit. 14. If one or more of the above conditions is declared invalid by a court of competent jurisdiction, the remaining conditions shall remain valid. 15. This special use permit and variance shall be treated as a covenant running with the land and is binding on the successors, heirs, and assigns as to the same special use conducted on the property. ATTACHMENTS 1. Application Materials 2. Wetland Delineation Reports 3. Site Plan 4. Vegetative Management Plan 5. Decommissioning Information 6. Agricultural Impact Mitigation Agreement 7. January 27, 2025, Email from the United City of Yorkville 8. March 25, 2025, Email from the United City of Yorkville 9. April 2, 2025, Email from Bristol Township 10. State Historic Preservation Office Information 11. NRI Report 12. Noise Study 13. Glare Study Attachment 1, Page 1 Attachment 1, Page 2 Attachment 1, Page 3 Attachment 1, Page 4 Attachment 1, Page 5 Attachment 1, Page 6 Attachment 1, Page 7 Attachment 1, Page 8 Attachment 1, Page 9 Attachment 1, Page 10 Attachment 1, Page 11 Attachment 1, Page 12 Attachment 1, Page 13 Attachment 1, Page 14 Attachment 1, Page 15 Attachment 1, Page 16 Attachment 1, Page 17 Attachment 1, Page 18 Attachment 1, Page 19 Attachment 1, Page 20 Attachment 1, Page 21 Attachment 1, Page 22 Attachment 1, Page 23 Attachment 1, Page 24 Attachment 1, Page 25 Attachment 1, Page 26 Attachment 1, Page 27 Attachment 1, Page 28 Attachment 1, Page 29 Attachment 1, Page 30 Attachment 1, Page 31 Attachment 1, Page 32 Attachment 1, Page 33 Attachment 1, Page 34 Attachment 1, Page 35 Attachment 1, Page 36 Attachment 1, Page 37 Attachment 1, Page 38 Attachment 1, Page 39 Attachment 1, Page 40 Attachment 1, Page 41 Attachment 1, Page 42 Attachment 1, Page 43 Attachment 1, Page 44 Attachment 1, Page 45 Attachment 1, Page 46 Attachment 1, Page 47 Attachment 1, Page 48 Attachment 1, Page 49 Attachment 1, Page 50 Attachment 1, Page 51 Attachment 1, Page 52 Attachment 1, Page 53 Attachment 1, Page 54 Attachment 1, Page 55 Attachment 1, Page 56 Attachment 1, Page 57 Attachment 1, Page 58 Attachment 1, Page 59 Attachment 1, Page 60 Attachment 1, Page 61 Attachment 1, Page 62 Attachment 1, Page 63 Attachment 1, Page 64 Attachment 1, Page 65 Attachment 2, Page 1 Attachment 2, Page 2 Attachment 2, Page 3 Attachment 2, Page 4 Attachment 2, Page 5 Attachment 2, Page 6 Attachment 2, Page 7 Attachment 2, Page 8 Attachment 2, Page 9 Attachment 2, Page 10 Attachment 2, Page 11 Attachment 2, Page 12 Attachment 2, Page 13 Attachment 2, Page 14 Attachment 2, Page 15 Attachment 2, Page 16 Attachment 2, Page 17 Attachment 2, Page 18 Attachment 2, Page 19 Attachment 2, Page 20 Attachment 2, Page 21 Attachment 2, Page 22 Attachment 2, Page 23 Attachment 2, Page 24 Attachment 2, Page 25 Attachment 2, Page 26 Attachment 2, Page 27 Attachment 2, Page 28 Attachment 2, Page 29 Attachment 2, Page 30 Attachment 2, Page 31 Attachment 2, Page 32 Attachment 2, Page 33 Attachment 2, Page 34 Attachment 2, Page 35 Attachment 2, Page 36 Attachment 2, Page 37 Attachment 2, Page 38 Attachment 2, Page 39 Attachment 2, Page 40 Attachment 2, Page 41 Attachment 2, Page 42 Attachment 3, Page 1 Attachment 3, Page 2 Attachment 3, Page 3 Attachment 3, Page 4 Attachment 3, Page 5 Attachment 3, Page 6 Attachment 3, Page 7 Attachment 3, Page 8 Attachment 3, Page 9 Attachment 3, Page 10 Attachment 3, Page 11 Attachment 4, Page 1 Attachment 4, Page 2 Attachment 4, Page 3 Attachment 4, Page 4 Attachment 4, Page 5 Attachment 4, Page 6 Attachment 4, Page 7 Attachment 4, Page 8 Attachment 4, Page 9 Attachment 4, Page 10 Attachment 4, Page 11 Attachment 4, Page 12 Attachment 4, Page 13 Attachment 4, Page 14 Attachment 4, Page 15 Attachment 4, Page 16 Attachment 5, Page 1 Attachment 5, Page 2 Attachment 5, Page 3 Attachment 5, Page 4 Attachment 5, Page 5 Attachment 5, Page 6 Attachment 5, Page 7 Attachment 5, Page 8 Attachment 5, Page 9 Attachment 5, Page 10 Attachment 5, Page 11 Attachment 6, Page 1 Attachment 6, Page 2 Attachment 6, Page 3 Attachment 6, Page 4 Attachment 6, Page 5 Attachment 6, Page 6 Attachment 6, Page 7 Attachment 6, Page 8 Attachment 6, Page 9 Attachment 6, Page 10 Attachment 6, Page 11 Attachment 6, Page 12 Attachment 6, Page 13 Attachment 6, Page 14 Attachment 7 Attachment 8 Attachment 9 Attachment 10, Page 1 Attachment 10, Page 2 Attachment 10, Page 3 Attachment 10, Page 4 Attachment 10, Page 5 Attachment 10, Page 6 Attachment 10, Page 7 Attachment 10, Page 8 Attachment 10, Page 9 Attachment 10, Page 10 Attachment 10, Page 11 Attachment 10, Page 12 Attachment 10, Page 13 Attachment 10, Page 14 Attachment 11, Page 1 Attachment 11, Page 2 NRI 2504 April 2025 PURPOSE AND INTENT The purpose of this report is to provide officials of the local governing body and other decision-makers with natural resource information. This information may be useful when undertaking land use decisions concerning variations, amendments or relief of local zoning ordinances, proposed subdivision of vacant or agricultural lands and the subsequent development of these lands. This report is a requirement under Section 22.02a of the Illinois Soil and Water Conservation Districts Act. The intent of this report is to present the most current natural resource information available in a readily understandable manner. It contains a description of the present site conditions, the present resources, and the potential impacts that the proposed change may have on the site and its resources. The natural resource information was gathered from standardized data, on-site investigations and information furnished by the petitioner. This report must be read in its entirety so that the relationship between the natural resource factors and the proposed land use change can be fully understood. Due to the limitations of scale encountered with the various resource maps, the property boundaries depicted in the various exhibits in this report provide a generalized representation of the property location and may not precisely reflect the legal description of the PIQ (Parcel in Question). This report, when used properly, will provide the basis for proper land use change decisions and development while protecting the natural resource base of the county. It should not be used in place of detailed environmental and/or engineering studies that are warranted under most circumstances, but in conjunction with those studies. The conclusions of this report in no way indicate that a certain land use is not possible, but it should alert the reader to possible problems that may occur if the capabilities of the land are ignored. Any questions on the technical data supplied in this report or if anyone feels that they would like to see more additional specific information to make the report more effective, please contact: Kendall County Soil and Water Conservation District 7775A Route 47, Yorkville, IL 60560 Phone: (630) 553-5821 ext. 3 E-mail: Alyse.Olson@il.nacdnet.net Attachment 11, Page 3 NRI 2504 April 2025 TABLE OF CONTENTS EXECUTIVE SUMMARY .................................................................................................................................. 1 PARCEL LOCATION ........................................................................................................................................ 8 ARCHAEOLOGIC/CULTURAL RESOURCES INFORMATION ........................................................................... 10 ECOLOGICALLY SENSITIVE AREAS ............................................................................................................... 11 SOILS INFORMATION .................................................................................................................................. 13 SOILS INTERPRETATIONS EXPLANATION..................................................................................................... 15 BUILDING LIMITATIONS .............................................................................................................................. 16 SOIL WATER FEATURES ............................................................................................................................... 22 SOIL EROSION AND SEDIMENT CONTROL ................................................................................................... 24 PRIME FARMLAND SOILS ............................................................................................................................ 25 LAND EVALUATION AND SITE ASSESSMENT (LESA) .................................................................................... 26 LAND USE PLANS ......................................................................................................................................... 28 DRAINAGE, RUNOFF, AND FLOOD INFORMATION ..................................................................................... 28 WATERSHED PLANS .................................................................................................................................... 32 WETLAND INFORMATION ........................................................................................................................... 33 HYDRIC SOILS .............................................................................................................................................. 35 WETLAND AND FLOODPLAIN REGULATIONS .............................................................................................. 37 GLOSSARY.................................................................................................................................................... 38 REFERENCES ................................................................................................................................................ 41 LIST OF FIGURES FIGURE 1: Soil Map ………………………………..……………………..……………………………………………………..………………… 2 FIGURE 2: Soil Limitations …………..……………………………………………………….…………………………………………………. 4 FIGURE 3: 2021 Plat Map ………………..……………………………………………………….………...………………………………….. 8 FIGURE 4: Aerial Map with NRI Site Boundary ………………………….………….………………………….……………..……... 9 FIGURE 5: Soil Map ………………………………………………………………………………….…………………………………………… 14 FIGURE 6A-6C: Maps of Building Limitations ……………………………………………..……………………………..…….. 19-21 Attachment 11, Page 4 NRI 2504 April 2025 FIGURE 7: Prime Farmland Soils …………………………………….………………………………………..…………………….…….. 25 FIGURE 8: Flood Map ……………………..………………….……………….…………………….………….……………………………… 30 FIGURE 9: Topographic Map ……………………………………………….…………………………..………………….……………….. 31 FIGURE 10: Watershed Map …………………………………………………….……………………………..………………………….… 32 FIGURE 11: Wetland Map ……………………………………………………………………………………………..…….……….………. 34 FIGURE 12: Hydric Soils Map …………………………………………………………………………………….……….…….…………… 36 LIST OF TABLES TABLE 1: Soils Information ……………………………………………………………….…………………………………………………….. 3 TABLE 2: Soil Limitations ………………………………..………………………………………………….……………………….………….. 4 TABLE 3: Soil Map Unit Descriptions …………………………………………………………….…………………………..………….. 14 TABLE 4: Building Limitations ……………………………………………………………………………………………………………….. 17 TABLE 5: Water Features ………………………………………………………………………………………….……………………..…… 23 TABLE 6: Soil Erosion Potential ……………………………………………………………………………………………….……………. 24 TABLE 7: Prime Farmland Soils …………………………………………………………………………………………………..…………. 25 TABLE 8A: Land Evaluation Computation ………………………………………………………..…………………………..………. 26 TABLE 8B: Site Assessment Computation ………………………………………………………….………………………………….. 27 TABLE 9: LESA Score Summary ……………………………………………………………………………………………………………… 27 TABLE 10: Hydric Soils ………………………..…………………………………………………..…………………………….…..………… 35 Attachment 11, Page 5 Attachment 11, Page 6 NRI 2504 April 2025 2 NATURAL RESOURCE CONSIDERATIONS SOIL INFORMATION Based on information from the United States Department of Agriculture-Natural Resources Conservation Service (USDA-NRCS) 2008 Kendall County Soil Survey, this project area contains the soil types shown in Figure 1 and Table 1. Please note this does not replace the need for or results of onsite soil testing. If completed, please refer to onsite soil test results for planning/engineering purposes. Figure 1: Soil Map Attachment 11, Page 7 NRI 2504 April 2025 3 Table 1: Soils Information Soil Type Soil Name Drainage Class Hydrologic Group Hydric Designation Farmland Designation Acres % Area 152A Drummer silty clay loam, 0-2% slopes Poorly Drained B/D Hydric Prime Farmland if Drained 1.9 9.0% 219A Millbrook silt loam, 0-2% slopes Somewhat Poorly Drained C/D Non-Hydric w/ Hydric Inclusions Prime Farmland if Drained 1.2 5.8% 318C2 Lorenzo loam, 4-6% slopes, eroded Well Drained B Non-Hydric Farmland of Statewide Importance 2.1 10.1% 791A Rush silt loam, 0-2% slopes Well Drained B Non-Hydric w/ Hydric Inclusions Prime Farmland 7.5 36.1% 791B Rush silt loam, 2-4% slopes Well Drained B Non-Hydric w/ Hydric Inclusions Prime Farmland 8.1 39.0% Hydrologic Soil Groups – Soils have been classified into four (A, B, C, D) hydrologic groups based on runoff characteristics due to rainfall. If a soil is assigned to a dual hydrologic group (A/D, B/D or C/D), the first letter is for drained areas and the second letter is for undrained areas. • Hydrologic group A: Soils have a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. • Hydrologic group B: Soils have a moderate infiltration rate when thoroughly wet, consist chiefly of moderately deep to deep, moderately well drained to well drained soils that have a moderately fine to moderately coarse texture. These soils have a moderate rate of water transmission. • Hydrologic group C: Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. • Hydrologic group D: Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. Hydric Soils – A hydric soil is one that formed under conditions of saturation, flooding, or ponding long enough during the growing season to develop anaerobic conditions in the upper part of the soil profile that supports the growth or regeneration of hydrophytic vegetation. Soils with hydric inclusions have map units dominantly made up of non-hydric soils that may have inclusions of hydric soils in the lower positions on the landscape. Of the soils found onsite, one is classified as hydric soil (152A Drummer silty clay loam), one is classified as non-hydric soil (318C2 Lorenzo loam), and three are classified as non-hydric soil with hydric inclusions likely (219A Millbrook silt loam, 791A Rush silt loam, and 791B Rush silt loam). Prime Farmland – Prime farmland is land that has the best combination of physical and chemical characteristics for agricultural production. Prime farmland soils are an important resource to Kendall County and some of the most productive soils in the United States occur locally. Of the soils found onsite, two are designated as prime farmland (791A Rush silt loam and 791B Rush silt loam), two are designated Attachment 11, Page 8 NRI 2504 April 2025 4 as prime farmland if drained (152A Drummer silty clay loam and 219A Millbrook silt loam), and one is designated as farmland of statewide importance (318C2 Lorenzo loam). Soil Limitations – The USDA-NRCS Web Soil Survey rates the limitations of soils for dwellings, small commercial buildings, solar arrays, shallow excavations, lawns/landscaping, local roads and streets, etc. Soils have different properties which influence the development of building sites. The USDA-NRCS classifies soils as Not Limited, Somewhat Limited, and Very Limited. Soils that are Not Limited indicates that the soil has properties that are favorable for the specified use. They will perform well and will have low maintenance. Soils that are Somewhat Limited are moderately favorable, and their limitations can be overcome through special planning, design, or installation. Soils that are Very Limited have features that are unfavorable for the specified use, and their limitations cannot easily be overcome. Table 2: Soil Limitations Soil Type Solar Arrays Shallow Excavations Lawns/ Landscaping Local Roads / Streets 152A Very Limited Very Limited Very Limited Very Limited 219A Very Limited Very Limited Somewhat Limited Very Limited 318C2 Somewhat Limited Somewhat Limited Somewhat Limited Somewhat Limited 791A Very Limited Somewhat Limited Somewhat Limited Very Limited 791B Very Limited Somewhat Limited Somewhat Limited Very Limited Figure 2: Soil Limitations KENDALL COUNTY LAND EVALUATION AND SITE ASSESSMENT (LESA) Decision-makers in Kendall County use the Land Evaluation and Site Assessment (LESA) system to determine the suitability of a land use change and/or a zoning request as it relates to agricultural land. The LESA system was developed by the United States Department of Agriculture-Natural Resources Conservation Service (USDA-NRCS) and takes into consideration local conditions such as physical characteristics of the land, compatibility of surrounding land-uses, and urban growth factors. The LESA system is a two-step procedure that includes: • Land Evaluation (LE): The soils of a given area are rated and placed in groups ranging from the best to worst suited for a stated agriculture use, cropland, or forestland. The best group is 0 20 40 60 80 100 Solar Arrays Shallow Excavations Lawns/Landscaping Natural Surface Roads % OF SOIL TYPE OF IMPROVEMENT SOIL LIMITATIONS Not Limited Somewhat Limited Very Limited Attachment 11, Page 9 NRI 2504 April 2025 5 assigned a value of 100 and all other groups are assigned lower values. The Land Evaluation is based on data from the Kendall County Soil Survey. The Kendall County Soil and Water Conservation District is responsible for this portion of the LESA system. The Land Evaluation score for this site is 80 out of 100, indicating that the soils are well suited for agricultural uses. • Site Assessment (SA): The site is numerically evaluated according to important factors that contribute to the quality of the site. Each factor selected is assigned values in accordance with the local needs and objectives. The Site Assessment value is based on a 200-point scale and accounts for 2/3 of the total score. The Kendall County LESA Committee is responsible for this portion of the LESA system. The Site Assessment score for this site is 99 out of 200. The LESA Score for this site is 179 out of a possible 300, which indicates a low level of protection for the proposed project site. Selecting the project site with the lowest total points will generally protect the best farmland located in the most viable areas and maintain and promote the agricultural industry in Kendall County. WETLANDS The U.S. Fish & Wildlife Service’s National Wetlands Inventory map indicates the presence of wetland(s)/waters on or near the proposed project site. To determine if a wetland is present, a wetland delineation specialist, who is recognized by the U.S. Army Corps of Engineers, should determine the exact boundaries and value of the wetlands. FLOODPLAIN The Federal Emergency Management Agency’s (FEMA) Flood Insurance Rate Maps (FIRM) for Kendall County, Community Panel No. 17093C0035H (effective date January 8, 2014) and 17093C0030G (effective date February 4, 2009) were reviewed to determine the presence of floodplain and floodway areas within the project site. According to the map, the site does not appear to contain areas of regulated floodplain or floodway. SEDIMENT AND EROSION CONTROL Development on this site should include an erosion and sediment control plan in accordance with local, state, and federal regulations. Soil erosion on construction sites is a resource concern as suspended sediment from areas undergoing development is a primary nonpoint source of water pollution. Please consult the Illinois Urban Manual (https://illinoisurbanmanual.org/) for appropriate best management practices. STORMWATER POLLUTION A National Pollutant Discharge Elimination System (NPDES) permit (Permit No. ILR10) from the Illinois Environmental Protection Agency (IEPA) is required for stormwater discharges from construction sites that will disturb 1 or more acres of land. Conditions of the NPDES ILR10 permit require the development and implementation of a Stormwater Pollution Prevention Plan (SWPPP) to reduce stormwater pollutants on the construction site before they can cause environmental issues. Attachment 11, Page 10 NRI 2504 April 2025 6 ECOLOGICAL CONSIDERATIONS Developers of solar project sites are encouraged to plant native groundcover. Native shrubs, grasses, and wildflowers offer benefits such as improved erosion control, pesticide avoidance, stormwater infiltration, wildlife habitat, and reduced overall maintenance. Naturalized areas, once established, are more drought tolerant, require little to no fertilization, and only need to be mowed once or twice a year. Native fruiting and flowering plants also provide a food source and habitat for native pollinators which offer the ecological service of pollinating our agricultural crops. The district recognizes two potential sources of water pollution from solar farms including cracked panels and oil leaks or spills from transformers. Cracked panels can leach toxic materials if many broken panels are exposed to precipitation over a long period of time. To prevent this issue, solar farm operators should regularly inspect for cracked panels. Cracked or broken panels must be immediately stored under protective cover and should be periodically transported offsite for recycling or proper offsite storage. Electrical transformers are used to increase output voltage from solar farms to the electrical grid. These transformers contain oil, which can leak or spill resulting in environmental damage. To reduce environmental damage, biodegradable oil can be used in the transformers. Larger transformers typically use mineral-based oil unless biodegradable oil is specifically requested. Leaks and spills of biodegradable oil must still be prevented, but the risk for groundwater contamination would be reduced and clean-up efforts simplified in the event of a release. Secondary containment systems such as trays, membranes, or vaults can also be used in the event of a leak or spill. Containment systems must be designed to manage stormwater so adequate containment volume is maintained. This would be the responsibility of the solar developer. Attachment 11, Page 11 Attachment 11, Page 12 Attachment 11, Page 13 NRI 2504 April 2025 9 Figure 4: Aerial Map with NRI Project Boundary Attachment 11, Page 14 NRI 2504 April 2025 10 ARCHAEOLOGIC/CULTURAL RESOURCES INFORMATION Simply stated, cultural resources are all the past activities and accomplishments of people. They include the following: buildings; objects made or used by people; locations; and less tangible resources, such as stories, dance forms, and holiday traditions. The Soil and Water Conservation District most often encounters cultural resources as historical properties. These may be prehistoric or historical sites, buildings, structures, features, or objects. The most common type of historical property that the Soil and Water Conservation District may encounter is non-structural archaeological sites. These sites often extend below the soil surface and must be protected against disruption by development or other earth moving activity if possible. Cultural resources are non- renewable because there is no way to “grow” a site to replace a disrupted site. Landowners with historical properties on their land have ownership of that historical property. However, the State of Illinois owns all the following: human remains, grave markers, burial mounds, and artifacts associated with graves and human remains. Non-grave artifacts from archaeological sites and historical buildings are the property of the landowner. The landowner may choose to disturb a historical property but may not receive federal or state assistance to do so. If an earth moving activity disturbs human remains, the landowner must contact the county coroner within 48 hours. The Illinois State Historic Preservation Office has not been notified of the proposed land use change by the Kendall County SWCD. There may be historic features in the area. The applicant may need to contact them according to current Illinois law. Attachment 11, Page 15 NRI 2504 April 2025 11 ECOLOGICALLY SENSITIVE AREAS WHAT IS BIOLOGICAL DIVERSITY AND WHY SHOULD IT BE CONSERVED?1 Biological diversity, or biodiversity, is the range of life on our planet. A more thorough definition is presented by botanist Peter H. Raven: “At the simplest level, biodiversity is the sum total of all the plants, animals, fungi and microorganisms in the world, or in a particular area; all of their individual variation; and all of the interactions between them. It is the set of living organisms that make up the fabric of the planet Earth and allow it to function as it does, by capturing energy from the sun and using it to drive all of life’s processes; by forming communities of organisms that have, through the several billion years of life’s history on Earth, altered the nature of the atmosphere, the soil and the water of our Planet; and by making possible the sustainability of our planet through their life activities now” (Raven 1994). It is not known how many species occur on our planet. Presently, about 1.4 million species have been named. It has been estimated that there are perhaps 9 million more that have not been identified. What is known is that they are vanishing at an unprecedented rate. Reliable estimates show extinction occurring at a rate several orders of magnitude above “background” in some ecological systems (Wilson 1992, Hoose 1981). The reasons for protecting biological diversity are complex, but they fall into four major categories. First, loss of diversity generally weakens entire natural systems. Healthy ecosystems tend to have many natural checks and balances. Every species plays a role in maintaining this system. When simplified by the loss of diversity, the system becomes more susceptible to natural and artificial perturbations. The chances of a system-wide collapse increase. In parts of the midwestern United States, for example, it was only the remnant areas of natural prairies that kept soil intact during the dust bowl years of the 1930s (Roush 1982). Simplified ecosystems are almost always expensive to maintain. For example, when synthetic chemicals are relied upon to control pests, the target species are not the only ones affected. Their predators are almost always killed or driven away, exasperating the pest problem. In the meantime, people are unintentionally breeding pesticide-resistant pests. A process has begun where people become perpetual guardians of the affected area, which requires the expenditure of financial resources and human ingenuity to keep the system going. A second reason for protecting biological diversity is that it represents one of our greatest untapped resources. Great benefits can be reaped from a single species. About 20 species provide 90% of the world’s food. Of these 20, just three, wheat, maize, and rice-supply over one half of that food. American wheat farmers need new varieties every five to 15 years to compete with pests and diseases. Wild strains of wheat are critical genetic reservoirs for these new varieties. Further, every species is a potential source of human medicine. In 1980, a published report identified the market value of prescription drugs from higher plants at over $3 billion. Organic alkaloids, a class of Attachment 11, Page 16 NRI 2504 April 2025 12 chemical compounds used in medicines, are found in an estimated 20% of plant species. Yet only 2% of plant species have been screened for these compounds (Hoose 1981). The third reason for protecting diversity is that humans benefit from natural areas and depend on healthy ecosystems. The natural world supplies our air, our water, our food and supports human economic activity. Further, humans are creatures that evolved in a diverse natural environment between forest and grasslands. People need to be reassured that such places remain. When people speak of “going to the country,” they generally mean more than getting out of town. For reasons of their own sanity and wellbeing, they need a holistic, organic experience. Prolonged exposure to urban monotony produces neuroses, for which cultural and natural diversity cure. Historically, the lack of attention to biological diversity, and the ecological processes it supports, has resulted in economic hardships for segments of the basin’s human population. The final reason for protecting biological diversity is that species and natural systems are intrinsically valuable. The above reasons have focused on the benefits of the natural world to humans. All things possess intrinsic value simply because they exist. BIOLOGICAL RESOURCES CONCERNING THE SUBJECT PARCEL As part of the Natural Resources Information Report, staff checks office maps to determine if any nature preserves or ecologically sensitive areas are in the general vicinity of the parcel in question. If there is a nature preserve in the area, then that resource will be identified as part of the report. The SWCD recommends that every effort be made to protect that resource. Such efforts should include, but are not limited to erosion control, sediment control, stormwater management, and groundwater monitoring. ______________________________________________________________________________ 1Taken from The Conservation of Biological Diversity in the Great Lakes Ecosystem: Issues and Opportunities, prepared by the Nature Conservancy Great Lakes Program 79W. Monroe Street, Suite 1309, Chicago, IL 60603, January 1994. Office maps indicate that there are no nature preserves in the vicinity of the parcel in question (PIQ). Adjacent to the PIQ is a mapped freshwater emergent wetland to the north and a mapped freshwater pond to the south. These are ecologically sensitive areas. Attachment 11, Page 17 NRI 2504 April 2025 13 SOILS INFORMATION IMPORTANCE OF SOILS INFORMATION Soils information comes from the Natural Resources Conservation Service Soil Maps and Descriptions for Kendall County. This information is important to all parties involved in determining the suitability of the proposed land use change. Each soil polygon is given a number, which represents its soil type. The letter found after the soil type number indicates the soils slope class. Each soil map unit has limitations for a variety of land uses such as septic systems, buildings with basements, and buildings without basements. It is important to remember that soils do not function independently of each other. The behavior of a soil depends upon the physical properties of adjacent soil types, the presence of artificial drainage, soil compaction, and its position in the local landscape. The limitation categories (not limited, somewhat limited, or very limited) indicate the potential for difficulty in using that soil unit for the proposed activity and, thus, the degree of need for thorough soil borings and engineering studies. A limitation does not necessarily mean that the proposed activity cannot be done on that soil type. It does mean that the reasons for the limitation need to be thoroughly understood and dealt with to complete the proposed activity successfully. Very limited indicates that the proposed activity will be more difficult and costly to do on that soil type than on a soil type with a somewhat limited or not limited rating. Soil survey interpretations are predictions of soil behavior for specified land uses and specified management practices. They are based on the soil properties that directly influence the specified use of the soil. Soil survey interpretations allow users of soil surveys to plan reasonable alternatives for the use and management of soils. Soil interpretations do not eliminate the need for on-site study and testing of specific sites for the design and construction for specific uses. They can be used as a guide for planning more detailed investigations and for avoiding undesirable sites for an intended use. The scale of the maps and the range of error limit the use of the soil delineation. Attachment 11, Page 18 NRI 2504 April 2025 14 Figure 5: Soil Map Table 3: Soil Map Unit Descriptions Soil Type Soil Name Acres Percent 152A Drummer silty clay loam, 0-2% slopes 1.9 9.0% 219A Millbrook silt loam, 0-2% slopes 1.2 5.8% 318C2 Lorenzo loam, 4-6% slopes, eroded 2.1 10.1% 791A Rush silt loam, 0-2% slopes 7.5 36.1% 791B Rush silt loam, 2-4% slopes 8.1 39.0% Source: National Cooperative Soil Survey – USDA-NRCS Attachment 11, Page 19 NRI 2504 April 2025 15 SOILS INTERPRETATIONS EXPLANATION GENERAL – NONAGRICULTURAL These interpretative ratings help engineers, planners, and others to understand how soil properties influence behavior when used for nonagricultural uses such as building site development or construction materials. This report gives ratings for proposed uses in terms of limitations and restrictive features. The tables list only the most restrictive features. Other features may need treatment to overcome soil limitations for a specific purpose. Ratings come from the soil's "natural" state, that is, no unusual modification occurs other than that which is considered normal practice for the rated use. Even though soils may have limitations, an engineer may alter soil features or adjust building plans for a structure to compensate for most degrees of limitations. Most of these practices, however, are costly. The final decision in selecting a site for a particular use generally involves weighing the costs for site preparation and maintenance. Soil properties influence development of building sites, including the selection of the site, the design of the structure, construction, performance after construction, and maintenance. Soil limitation ratings of not limited, somewhat limited, and very limited are given for the types of proposed improvements that are listed or inferred by the petitioner as entered on the report application and/or zoning petition. The most common types of building limitation that this report gives limitations ratings for is septic systems. It is understood that engineering practices can overcome most limitations for buildings with and without basements, and small commercial buildings. Limitation ratings for these types of buildings are not commonly provided. Organic soils, when present on the parcel, are referenced in the hydric soils section of the report. This type of soil is considered unsuitable for all types of construction. LIMIATIONS RATINGS • Not Limited: This soil has favorable properties for the use. The degree of limitation is minor. The people involved can expect good performance and low maintenance. • Somewhat Limited: This soil has moderately favorable properties for the use. Special planning, design, or maintenance can overcome this degree of limitation. During some part of the year, the expected performance is less desirable than for soils rated slight. • Very Limited: This soil has one or more properties that are unfavorable for the rated use. These may include the following: steep slopes, bedrock near the surface, flooding, high shrink-swell potential, a seasonal high water table, or low strength. This degree of limitation generally requires major soil reclamation, special design, or intensive maintenance, which in most situations is difficult and costly. Attachment 11, Page 20 NRI 2504 April 2025 16 BUILDING LIMITATIONS BUILDING ON POORLY SUITED OR UNSUITABLE SOILS Building on poorly suited or unsuitable soils can present problems to future property owners such as cracked foundations, wet basements, lowered structural integrity and high maintenance costs associated with these problems. The staff of the Kendall County SWCD strongly urges scrutiny by the plat reviewers when granting parcels with these soils exclusively. Solar Arrays, Soil-Penetrating Anchor Systems – Ground-based solar arrays are sets of photovoltaic panels that are not situated on a building or pole. These installations consist of a racking system that holds the panel in the desired orientation and the foundation structures that hold the racking system to the ground. Two basic methods are used to hold the systems to the ground, based on site conditions and cost. One method employs driven piles, screw augers, or concrete piers that penetrate the soil to provide a stable foundation. Shallow Excavations – Trenches or holes dug to a maximum depth of 5 or 6 feet for utility lines, open ditches, or other purposes. Ratings are based on soil properties that influence the ease of digging and the resistance to sloughing. Lawns and Landscaping – Require soils on which turf and ornamental trees and shrubs can be established and maintained (irrigation is not considered in the ratings). The ratings are based on the soil properties that affect plant growth and trafficability after vegetation is established. Local Roads and Streets – They have an all-weather surface and carry automobile and light truck traffic all year. They have a subgrade of cut or fill soil material, a base of gravel, crushed rock or soil material stabilized by lime or cement; and a surface of flexible material (asphalt), rigid material (concrete) or gravel with a binder. The ratings are based on the soil properties that affect the ease of excavation and grading and the traffic-supporting capacity. Attachment 11, Page 21 NRI 2504 April 2025 17 Table 4: Building Limitations Soil Type Solar Arrays Shallow Excavations Lawns & Landscaping Local Roads & Streets Acres % 152A Very Limited: Ponding Depth to saturated zone Frost action Low strength Steel corrosion Shrink-swell Very Limited: Ponding Depth to saturated zone Dusty Unstable excavation walls Too clayey Very Limited: Ponding Depth to saturated zone Dusty Very Limited: Ponding Depth to saturated zone Frost action Low strength Shrink-swell 1.9 9.0% 219A Very Limited: Frost action Depth to saturated zone Steel corrosion Shrink-swell Hillslope position Ponding Low strength Very Limited: Depth to saturated zone Dusty Unstable excavation walls Ponding Somewhat Limited: Depth to saturated zone Dusty Very Limited: Frost action Depth to saturated zone Shrink-swell Low strength Ponding 1.2 5.8% 318C2 Somewhat Limited: Steel corrosion Frost action Hillslope position Depth to saturated zone Shrink-swell Low strength Somewhat Limited: Unstable excavation walls Dusty Somewhat Limited: Droughty Dusty Depth to saturated zone Somewhat Limited: Frost action Depth to saturated zone Low strength Shrink swell 2.1 10.1% 791A Very Limited: Frost action Steel corrosion Low strength Shrink-swell Hillslope position Ponding Depth to saturated zone Somewhat Limited: Dusty Unstable excavation walls Somewhat Limited: Dusty Very Limited: Frost action Low strength Shrink-swell Ponding Depth to saturated zone 7.5 36.1% Attachment 11, Page 22 Attachment 11, Page 23 Attachment 11, Page 24 Attachment 11, Page 25 Attachment 11, Page 26 NRI 2504 April 2025 22 SOIL WATER FEATURES Table 5, below, gives estimates of various soil water features that should be taken into consideration when reviewing engineering for a land use project. HYDROLOGIC SOIL GROUPS (HSGs) – The groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. • Group A: Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. • Group B: Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained, or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. • Group C: Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. • Group D: Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. Note: If a soil is assigned to a dual hydrologic group (A/D, B/D or C/D) the first letter is for drained areas and the second is for undrained areas. SURFACE RUNOFF – Surface runoff refers to the loss of water from an area by flow over the land surface. Surface runoff classes are based upon slope, climate and vegetative cover and indicates relative runoff for very specific conditions (it is assumed that the surface of the soil is bare and that the retention of surface water resulting from irregularities in the ground surface is minimal). The classes are negligible, very low, low, medium, high, and very high. MONTHS – The portion of the year in which a water table, ponding, and/or flooding is most likely to be a concern. WATER TABLE – Water table refers to a saturated zone in the soil and the data indicates, by month, depth to the top (upper limit) and base (lower limit) of the saturated zone in most years. These estimates are based upon observations of the water table at selected sites and on evidence of a saturated zone (grayish colors or mottles (redoximorphic features)) in the soil. Note: A saturated zone that lasts for less than a month is not considered a water table. PONDING – Ponding refers to standing water in a closed depression, and the data indicates surface water depth, duration, and frequency of ponding. Attachment 11, Page 27 NRI 2504 April 2025 23 • Duration: Expressed as very brief if less than 2 days, brief if 2 to 7 days, long if 7 to 30 days and very long if more than 30 days. • Frequency: Expressed as: none meaning ponding is not possible; rare means unlikely but possible under unusual weather conditions (chance of ponding is 0-5% in any year); occasional means that it occurs, on the average, once or less in 2 years (chance of ponding is 5 to 50% in any year); and frequent means that it occurs, on the average, more than once in 2 years (chance of ponding is more than 50% in any year). FLOODING – The temporary inundation of an area caused by overflowing streams, by runoff from adjacent slopes, or by tides. Water standing for short periods after rainfall or snowmelt is not considered flooding, and water standing in swamps and marshes is considered ponding rather than flooding. • Duration: Expressed as: extremely brief if 0.1 hour to 4 hours; very brief if 4 hours to 2 days; brief if 2 to 7 days; long if 7 to 30 days; and very long if more than 30 days. • Frequency: Expressed as: none means flooding is not probable; very rare means that it is very unlikely but possible under extremely unusual weather conditions (chance of flooding is less than 1% in any year); rare means that it is unlikely but possible under unusual weather conditions (chance of flooding is 1 to 5% in any year); occasional means that it occurs infrequently under normal weather conditions (chance of flooding is 5 to 50% in any year but is less than 50% in all months in any year); and very frequent means that it is likely to occur very often under normal weather conditions (chance of flooding is more than 50% in all months of any year). Note: The information is based on evidence in the soil profile. In addition, consideration is also given to local information about the extent and levels of flooding and the relation of each soil on the landscape to historic floods. Information on the extent of flooding based on soil data is less specific than that provided by detailed engineering surveys that delineate flood-prone areas at specific flood frequency levels. Table 5: Water Features Soil Type Hydrologic Group Surface Runoff Water Table Ponding Flooding 152A B/D Negligible January – May Upper Limit: 0.0’-1.0’ Lower Limit: 6.0’ January – May Surface Water Depth: 0.0’-0.5’ Duration: Brief (2-7 days) Frequency: Frequent January – December Frequency: None 219A C/D Low January – May Upper Limit: 0.5’-2.0’ Lower Limit: 6.0’ January – December Frequency: None January – December Frequency: None 318C2 B Medium January – December Upper Limit: -- Lower Limit: -- January – December Frequency: None January – December Frequency: None 791A B Low January – December Upper Limit: -- Lower Limit: -- January – December Frequency: None January – December Frequency: None 791B B Low January – December Upper Limit: -- Lower Limit: -- January – December Frequency: None January – December Frequency: None Attachment 11, Page 28 NRI 2504 April 2025 24 SOIL EROSION AND SEDIMENT CONTROL Erosion is the wearing away of the soil by water, wind, and other forces. Soil erosion threatens the Nation's soil productivity and contributes the most pollutants in our waterways. Water causes about two thirds of erosion on agricultural land. Four properties, mainly, determine a soil's erodibility: texture, slope, structure, and organic matter content. Slope has the most influence on soil erosion potential when the site is under construction. Erosivity and runoff increase as slope grade increases. The runoff then exerts more force on the particles, breaking their bonds more readily and carrying them farther before deposition. The longer water flows along a slope before reaching a major waterway, the greater the potential for erosion. Soil erosion during and after this proposed construction can be a primary non-point source of water pollution. Eroded soil during the construction phase can create unsafe conditions on roadways, decrease the storage capacity of lakes, clog streams and drainage channels, cause deterioration of aquatic habitats, and increase water treatment costs. Soil erosion also increases the risk of flooding by choking culverts, ditches, and storm sewers and by reducing the capacity of natural and man-made detention facilities. The general principles of erosion and sedimentation control measures include: • Reducing/diverting flow from exposed areas, storing flows, or limiting runoff from exposed areas • Staging construction to keep disturbed areas to a minimum • Establishing or maintaining temporary or permanent groundcover • Retaining sediment on site • Properly installing, inspecting, and maintaining control measures Erosion control practices are useful controls only if they are properly located, installed, inspected, and maintained. Soil erosion and sedimentation control plans, including maintenance responsibilities, should be clearly communicated to all contractors working on the site. The SWCD recommends an erosion and sediment control plan for all building sites, especially if there is a wetland or stream nearby. Additionally, a National Pollutant Discharge Elimination System (NPDES) permit (Permit No. ILR10) from the Illinois Environmental Protection Agency (IEPA) is required for stormwater discharges from construction sites that will disturb 1 or more acres of land. Conditions of the NPDES ILR10 permit require the development and implementation of a Stormwater Pollution Prevention Plan (SWPPP) to reduce stormwater pollutants on the construction site before they can cause environmental issues. Table 6: Soil Erosion Potential Soil Type Slope Rating Acreage Percent of Project Area 152A 0-2% Slight 1.9 9.0% 219A 0-2% Slight 1.2 5.8% 318C2 4-6% Moderate 2.1 10.1% 791A 0-2% Slight 7.5 36.1% 791B 2-4% Slight 8.1 39.0% Attachment 11, Page 29 NRI 2504 April 2025 25 PRIME FARMLAND SOILS Prime farmland soils are an important resource to Kendall County. Some of the most productive soils in the United States occur locally. Each soil map unit in the United States is assigned a prime or non-prime rating. Prime agricultural land does not need to be in the production of food & fiber. Section 310 of the NRCS general manual states that urban or built-up land on prime farmland soils is not prime farmland. The percentages of soil map units on the parcel reflect the determination that urban or built-up land on prime farmland soils is not prime farmland. Table 7: Prime Farmland Soils Soil Type Prime Designation Acreage Percent 152A Prime Farmland if Drained 1.9 9.0% 219A Prime Farmland if Drained 1.2 5.8% 318C2 Farmland of Statewide Importance 2.1 10.1% 791A Prime Farmland 7.5 36.1% 791B Prime Farmland 8.1 39.0% % Prime Farmland 89.9% Figure 7: Prime Farmland Soils Attachment 11, Page 30 NRI 2504 April 2025 26 LAND EVALUATION AND SITE ASSESSMENT (LESA) Decision-makers in Kendall County use the Land Evaluation and Site Assessment (LESA) system to determine the suitability of a land use change and/or a zoning request as it relates to agricultural land. The LESA system was developed by the United States Department of Agriculture-Natural Resources Conservation Service (USDA-NRCS) and takes into consideration local conditions such as physical characteristics of the land, compatibility of surrounding land-uses, and urban growth factors. The LESA system is a two-step procedure that includes: LAND EVALUATION (LE) The soils of a given area are rated and placed in groups ranging from the best to worst suited for a stated agriculture use, cropland, or forestland. The best group is assigned a value of 100, and all other groups are assigned lower values. The Land Evaluation is based on data from the Kendall County Soil Survey. The LE score is calculated by multiplying the relative value of each soil type by the number of acres of that soil. The sum of the products is then divided by the total number of acres; the answer is the Land Evaluation score on this site. The Kendall County Soil and Water Conservation District is responsible for this portion of the LESA system. SITE ASSESSMENT (SA) The site is numerically evaluated according to important factors that contribute to the quality of the site. Each factor selected is assigned values in accordance with the local needs and objectives. The value group is a predetermined value based upon prime farmland designation. The Kendall County LESA Committee is responsible for this portion of the LESA system. Please Note: A land evaluation (LE) score will be compiled for every project parcel. However, when a parcel is located within municipal planning boundaries, a site assessment (SA) score is not compiled as the scoring factors are not applicable. As a result, only the LE score is available, and a full LESA score is unavailable for the parcel. Table 8A: Land Evaluation Computation Soil Type Value Group Relative Value Acres* Product (Relative Value x Acres) 152A 1 100 1.9 190.0 219A 3 87 1.2 104.4 318C2 6 69 2.1 144.9 791A 4 79 7.5 592.5 791B 4 79 8.1 639.9 20.8 1,671.7 LE Calculation (Product of relative value / Total Acres) 1,671.7 / 20.8 = 80.4 LE Score LE = 80 *Acreage listed in this chart provides a generalized representation and may not precisely reflect exact acres of each soil type. Attachment 11, Page 31 NRI 2504 April 2025 27 The Land Evaluation score for this site is 80, indicating that the soils on this site are designated as land that is well suited for agricultural uses considering the Land Evaluation score is at or above 80. Table 8B: Site Assessment Computation A. Agricultural Land Uses Points 1. Percentage of area in agricultural uses within 1.5 miles of site. (20-10-5-0) 5 2. Current land use adjacent to site. (30-20-15-10-0) 15 3. Percentage of site in agricultural production in any of the last 5 years. (20-15-10-5-0) 20 4. Size of site. (30-15-10-0) 10 B. Compatibility / Impact on Uses 1. Distance from city or village limits. (20-10-0) 0 2. Consistency of proposed use with County Land Resource Management Concept Plan and/or municipal comprehensive land use plan. (20-10-0) 20 3. Compatibility of agricultural and non-agricultural uses. (15-7-0) 0 C. Existence of Infrastructure 1. Availability of public sewage system. (10-8-6-0) 8 2. Availability of public water system. (10-8-6-0) 8 3. Transportation systems. (15-7-0) 7 4. Distance from fire protection service. (10-8-6-2-0) 6 Site Assessment Score: 99 Land Evaluation Value: 80 + Site Assessment Value: 99 = LESA Score: 179 Table 9: LESA Score Summary LESA SCORE LEVEL OF PROTECTION 0-200 Low 201-225 Medium 226-250 High 251-300 Very High The LESA Score for this site is 179 which indicates a low level of protection for the proposed project site. Selecting the project site with the lowest total points will generally protect the best farmland located in the most viable areas and maintain and promote the agricultural industry in Kendall County. Attachment 11, Page 32 NRI 2504 April 2025 28 LAND USE PLANS Many counties, municipalities, villages, and townships have developed land-use plans. These plans are intended to reflect the existing and future land-use needs of a given community. Please contact Kendall County for information regarding their comprehensive land use plan and map. DRAINAGE, RUNOFF, AND FLOOD INFORMATION U.S.G.S Topographic maps give information on elevations, which are important mostly to determine slopes, drainage directions, and watershed information. Elevations determine the area of impact of floods of record. Slope information determines steepness and erosion potential. Drainage directions determine where water leaves the PIQ, possibly impacting surrounding natural resources. Watershed information is given for changing land use to a subdivision type of development on parcels greater than 10 acres. WHAT IS A WATERSHED? Simply stated, a watershed is the area of land that contributes water to a certain point. The watershed boundary is important because the area of land in the watershed can now be calculated using an irregular shape area calculator such as a dot counter or planimeter. Using regional storm event information, and site-specific soils and land use information, the peak stormwater flow through the point marked “” for a specified storm event can be calculated. This value is called a “Q” value (for the given storm event) and is measured in cubic feet per second (CFS). When construction occurs, the Q value naturally increases because of the increase in impermeable surfaces. This process decreases the ability of soils to accept and temporarily hold water. Therefore, more water runs off and increases the Q value. Theoretically, if each development, no matter how large or small, maintains their preconstruction Q value after construction by the installation of stormwater management systems, the streams and wetlands and lakes will not suffer damage from excessive urban stormwater. For this reason, the Kendall County SWCD recommends that the developer for intense uses, such as a subdivision, calculate the preconstruction Q value for the exit point(s). A stormwater management system Attachment 11, Page 33 NRI 2504 April 2025 29 should be designed, installed, and maintained to limit the postconstruction Q value to be at or below the preconstruction value. IMPORTANCE OF FLOOD INFORMATION A floodplain is defined as land adjoining a watercourse (riverine) or an inland depression (non-riverine) that is subject to periodic inundation by high water. Floodplains are important areas demanding protection since they have water storage and conveyance functions which affect upstream and downstream flows, water quality and quantity, and suitability of the land for human activity. Since floodplains play distinct and vital roles in the hydrologic cycle, development that interferes with their hydrologic and biologic functions should be carefully considered. Flooding is both dangerous to people and destructive to their properties. The following maps, when combined with wetland and topographic information, can help developers and future homeowners to “sidestep” potential flooding or ponding problems. Flood Insurance Rate Maps (FIRMs), produced by the Federal Emergency Management Agency (FEMA), define flood elevation adjacent to tributaries and major bodies of water and superimpose that onto a simplified USGS topographic map. The scale of the FIRM maps is generally dependent on the size and density of parcels in that area. This is to correctly determine the parcel location and floodplain location. The FIRM map has three (3) zones. Zone A includes the 100-year flood (1% annual chance flood), Zone B or Zone X (shaded) is the 100 to 500-year flood (between limits of the 1% and the 0.2% annual chance flood), and Zone C or Zone X (unshaded) is outside the floodplain (outside the 0.2% annual chance flood). The Hydrologic Atlas (H.A.) Series of the Flood of Record Map is also used for the topographic information. This map is different from the FIRM map mainly because it will show isolated or pocketed flooded areas. Kendall County uses both these maps in conjunction with each other for flooded area determinations. The Flood of Record maps show the areas of flood for various years. Both maps stress that the recurrence of flooding is merely statistical. A 100-year flood may occur twice in one year, or twice in one week, for that matter. It should be noted that greater floods than those shown on the two maps are possible. The flood boundaries indicated provide a historic record only until the map publication date. Additionally, these flood boundaries are a function of the watershed conditions existing when the maps were produced. Cumulative changes in runoff characteristics caused by urbanization can result in an increase in flood height of future flood episodes. Floodplains play a vital role in reducing the flood damage potential associated with an urbanizing area and, when left in an undisturbed state, also provide valuable wildlife habitat benefits. If it is the petitioner's intent to conduct floodplain filling or modification activities, the petitioner, and the Unit of Government responsible need to consider the potentially adverse effects this type of action could have on adjacent properties. The change or loss of natural floodplain storage often increases the frequency and severity of flooding on adjacent property. Attachment 11, Page 34 NRI 2504 April 2025 30 If the available maps indicate the presence of a floodplain on the PIQ, the petitioner should contact the IDNR-OWR and FEMA to delineate a floodplain elevation for the parcel. If a portion of the property is indeed floodplain, applicable state, county, and local regulations will need to be reflected in the site plans. Another indication of flooding potential can be found in the soils information. Hydric soils indicate the presence of drainage ways, areas subject to ponding, or a naturally occurring high water table. These need to be considered along with the floodplain information when developing the site plan and the stormwater management plan. Development on hydric soils can contribute to the loss of water storage within the soil and the potential for increased flooding in the area. Figure 8: Flood Map Attachment 11, Page 35 NRI 2504 April 2025 31 Figure 9: Topographic Map This parcel contains slopes of 0% to 6% with an elevation range of approximately 642’-654’ above sea level. The highest point is in the northwest portion of the site, and the lowest point is along the northern boundary. According to the FEMA Flood Map (Figure 8), the parcel does not appear to contain areas of regulated floodplain or floodway. The parcel is mapped as Zone X (unshaded), an area of minimal flood hazard determined to be outside of the 0.2% annual chance floodplain. Attachment 11, Page 36 Attachment 11, Page 37 NRI 2504 April 2025 33 WETLAND INFORMATION IMPORTANCE OF WETLAND INFORMATION Wetlands function in many ways to provide numerous benefits to society. They control flooding by offering a slow release of excess water downstream or through the soil. They cleanse water by filtering out sediment and some pollutants and can function as rechargers of our valuable groundwater. They also are essential breeding, rearing, and feeding grounds for many species of wildlife. These benefits are particularly valuable in urbanizing areas as development activity typically adversely affects water quality, increases the volume of stormwater runoff, and increases the demand for groundwater. In an area where many individual homes rely on shallow groundwater wells for domestic water supplies, activities that threaten potential groundwater recharge areas are contrary to the public good. The conversion of wetlands, with their sediment trapping and nutrient absorbing vegetation, to biologically barren stormwater detention ponds can cause additional degradation of water quality in downstream or adjacent areas. It has been estimated that over 95% of the wetlands that were historically present in Illinois have been destroyed while only recently has the true environmental significance of wetlands been fully recognized. America is losing 100,000 acres of wetland a year and has saved 5 million acres total (since 1934). One acre of wetland can filter 7.3 million gallons of water a year. These are reasons why our wetlands are high quality and important. This section contains the National Wetlands Inventory, which is the most comprehensive inventory to date. The National Wetlands Inventory is reproduced from an aerial photo at a scale of 1” equals 660 feet. The NRCS developed these maps in cooperation with U.S. EPA (Environmental Protection Agency,) and the U.S. Fish and Wildlife Service, using the National Food Security Act Manual, 3rd Edition. The main purpose of these maps is to determine wetland areas on agricultural fields and areas that may be wetlands but are in a non-agriculture setting. The National Wetlands Inventory in no way gives an exact delineation of the wetlands, but merely an outline, or the determination that there is a wetland within the outline. For the final, most accurate wetland determination of a specific wetland, a wetland delineation must be certified by NRCS staff using the National Food Security Act Manual (on agricultural land.) On urban land, a certified wetland delineator must perform the delineation using the ACOE 1987 Manual. See the glossary section for the definitions of “delineation” and “determination.” Attachment 11, Page 38 NRI 2504 April 2025 34 Figure 11: Wetland Map Office maps indicate that mapped wetlands/waters are not present on the parcel in question (PIQ). To determine the presence of wetlands, a wetland delineation specialist, who is recognized by the U.S. Army Corps of Engineers, should determine the exact boundaries and value of the wetlands. Attachment 11, Page 39 NRI 2504 April 2025 35 HYDRIC SOILS Soils information gives another indication of flooding potential. The soils map on the following page indicates the soil(s) on the parcel that the Natural Resources Conservation Service indicates as hydric. Hydric soils, by definition, have seasonal high water at or near the soil surface and/or have potential flooding or ponding problems. All hydric soils range from poorly suited to unsuitable for building. One group of the hydric soils are the organic soils, which formed from dead organic material. Organic soils are unsuitable for building because of not only the high water table but also their subsidence problems. It is important to add the possibility of hydric inclusions in a soil type. An inclusion is a soil polygon that is too small to appear on these maps. While relatively insignificant for agricultural use, hydric soil inclusions become more important to more intense uses such as a residential subdivision. While considering hydric soils and hydric inclusions, it is noteworthy to mention that subsurface agriculture drainage tile occurs in almost all poorly drained and somewhat poorly drained soils. Drainage tile expedites drainage and facilitates farming. It is imperative that these drainage tiles remain undisturbed. A damaged subsurface drainage tile may return original hydrologic conditions to all the areas that drained through the tile (ranging from less than one acre to many square miles.) For an intense land use, the Kendall County SWCD recommends the following: a topographical survey with 1 foot contour intervals to accurately define the flood area on the parcel, an intensive soil survey to define most accurately the locations of the hydric soils and inclusions, and a drainage tile survey on the area to locate the tiles that must be preserved to maintain subsurface drainage. Table 10: Hydric Soils Soil Types Drainage Class Hydric Designation Hydric Inclusions Likely Hydric Rating % Acreage Percent 152A Poorly Drained Hydric N/A 100% 1.9 9.0% 219A Somewhat Poorly Drained Non-Hydric Yes 3% 1.2 5.8% 318C2 Well Drained Non-Hydric No 0% 2.1 10.1% 791A Well Drained Non-Hydric Yes 6% 7.5 36.1% 791B Well Drained Non-Hydric Yes 6% 8.1 39.0% Attachment 11, Page 40 NRI 2504 April 2025 36 Figure 12: Hydric Soil Map Attachment 11, Page 41 NRI 2504 April 2025 37 WETLAND AND FLOODPLAIN REGULATIONS The laws of the United States and the State of Illinois assign certain agencies specific and different regulatory roles to protect the waters within the State's boundaries. These roles, when considered together, include protection of navigation channels and harbors, protection against floodway encroachments, maintenance and enhancement of water quality, protection of fish and wildlife habitat and recreational resources, and, in general, the protection of total public interest. Unregulated use of the waters within the State of Illinois could permanently destroy or alter the character of these valuable resources and adversely impact the public. Therefore, please contact the proper regulatory authorities when planning any work associated with Illinois waters so that proper consideration and approval can be obtained. WHO MUST APPLY? Anyone proposing to dredge, fill, rip rap, or otherwise alter the banks or beds of, or construct, operate, or maintain any dock, pier, wharf, sluice, dam, piling, wall, fence, utility, floodplain or floodway subject to State or Federal regulatory jurisdiction should apply for agency approvals. REGULATORY AGENCIES • Wetland or U.S. Waters: U.S. Army Corps of Engineers, Chicago District, 231 South LaSalle Street, Suite 1500, Chicago, IL 60604. Phone: (312) 846-5530 • Floodplains: Illinois Department of Natural Resources - Office of Water Resources, One Natural Resources Way, Springfield, IL 62702-1270. Phone: (217) 782-6302 • Water Quality/Erosion Control: Illinois Environmental Protection Agency, 1021 North Grand Avenue East, P.O. Box 19276, Springfield, IL 62794-9276. Phone: (217) 782-3397 COORDINATION We recommend early coordination with the regulatory agencies BEFORE finalizing work plans. This allows the agencies to recommend measures to mitigate or compensate for adverse impacts. Also, the agency can make possible environmental enhancement provisions early in the project planning stages. This could reduce time required to process necessary approvals. PLEASE READ THE FOLLOWING IF YOU ARE PLANNING TO DO ANY WORK NEAR A STREAM (THIS INCLUDES SMALL UNNAMED STREAMS), LAKE, WETLAND OR FLOODWAY. CAUTION: Contact with the United States Army Corps of Engineers is strongly advised before commencement of any work in or near a Waters of the United States. This could save considerable time and expense. Persons responsible for willful and direct violation of Section 10 of the River and Harbors Appropriation Act of 1899 or Section 404 of the Clean Water Act are subject to fines ranging up to $16,000 per day of violation, with a maximum cap of $187,500 in any single enforcement action, as well as criminal enforcement. Attachment 11, Page 42 NRI 2504 April 2025 38 GLOSSARY AGRICULTURAL PROTECTION AREAS (AG AREAS) - Allowed by P.A. 81-1173. An AG AREA consists of a minimum of 350 acres of farmland, as contiguous and compact as possible. Petitioned by landowners, AG AREAS protect for a period of ten years initially, then reviewed every eight years thereafter. AG AREA establishment exempts landowners from local nuisance ordinances directed at farming operations, and designated land cannot receive special tax assessments on public improvements that do not benefit the land, e.g. water and sewer lines. AGRICULTURE - The growing, harvesting and storing of crops including legumes, hay, grain, fruit and truck or vegetable including dairying, poultry, swine, sheep, beef cattle, pony and horse production, fur farms, and fish and wildlife farms; farm buildings used for growing, harvesting and preparing crop products for market, or for use on the farm; roadside stands, farm buildings for storing and protecting farm machinery and equipment from the elements, for housing livestock or poultry and for preparing livestock or poultry products for market; farm dwellings occupied by farm owners, operators, tenants or seasonal or year around hired farm workers. BEDROCK - Indicates depth at which bedrock occurs. Also lists hardness as rippable or hard. FLOODING - Indicates frequency, duration, and period during year when floods are likely to occur. HIGH WATER TABLE - A seasonal high water table is a zone of saturation at the highest average depth during the wettest part of the year. May be apparent, perched, or artesian kinds of water tables. • Water table, Apparent: A thick zone of free water in the soil. An apparent water table is indicated by the level at which water stands in an uncased borehole after adequate time is allowed for adjustment in the surrounding soil. • Water table, Artesian: A water table under hydrostatic head, generally beneath an impermeable layer. When this layer is penetrated, the water level rises in an uncased borehole. • Water table, Perched: A water table standing above an unsaturated zone. In places an upper, or perched, water table is separated from a lower one by a dry zone. DELINEATION - For Wetlands: A series of pink or orange flags placed on the ground by a certified professional that outlines the wetland boundary on a parcel. DETERMINATION - A polygon drawn on a map using map information that gives an outline of a wetland. HYDRIC SOIL - This type of soil is saturated, flooded, or ponded long enough during the growing season to develop anaerobic conditions in the upper part (USDA Natural Resources Conservation Service 1987). INTENSIVE SOIL MAPPING - Mapping done on a smaller more intensive scale than a modern soil survey to determine soil properties of a specific site, e.g. mapping for septic suitability. Attachment 11, Page 43 NRI 2504 April 2025 39 LAND EVALUATION AND SITE ASSESSMENT (L.E.S.A.) - LESA is a systematic approach for evaluating a parcel of land and to determine a numerical value for the parcel for farmland preservation purposes. MODERN SOIL SURVEY - A soil survey is a field investigation of the soils of a specific area, supported by information from other sources. The kinds of soil in the survey area are identified and their extent shown on a map, and an accompanying report describes, defines, classifies, and interprets the soils. Interpretations predict the behavior of the soils under different used and the soils' response to management. Predictions are made for areas of soil at specific places. Soils information collected in a soil survey is useful in developing land-use plans and alternatives involving soil management systems and in evaluating and predicting the effects of land use. PERMEABILITY - Values listed estimate the range (in rate and time) it takes for downward movement of water in the major soil layers when saturated but allowed to drain freely. The estimates are based on soil texture, soil structure, available data on permeability and infiltration tests, and observation of water movement through soils or other geologic materials. PIQ - Parcel in question POTENTIAL FROST ACTION - Damage that may occur to structures and roads due to ice lens formation causing upward and lateral soil movement. Based primarily on soil texture and wetness. PRIME FARMLAND - Prime farmland soils are lands that are best suited to food, feed, forage, fiber and oilseed crops. It may be cropland, pasture, woodland, or other land, but it is not urban and built up land or water areas. It either is used for food or fiber or is available for those uses. The soil qualities, growing season, and moisture supply are those needed for a well-managed soil economically to produce a sustained high yield of crops. Prime farmland produces in highest yields with minimum inputs of energy and economic resources and farming the land results in the least damage to the environment. Prime farmland has an adequate and dependable supply of moisture from precipitation or irrigation. The temperature and growing season are favorable. The level of acidity or alkalinity is acceptable. Prime farmland has few or no rocks and is permeable to water and air. It is not excessively erodible or saturated with water for long periods and is not frequently flooded during the growing season. The slope ranges mainly from 0 to 5 percent (USDA Natural Resources Conservation Service). SEASONAL - When used in reference to wetlands indicates that the area is flooded only during a portion of the year. SHRINK-SWELL POTENTIAL - Indicates volume changes to be expected for the specific soil material with changes in moisture content. SOIL MAPPING UNIT - A map unit is a collection of soil areas of miscellaneous areas delineated in mapping. A map unit is generally an aggregate of the delineations of many different bodies of a kind of soil or miscellaneous area but may consist of only one delineated body. Taxonomic class names and accompanying phase terms are used to name soil map units. They are described in terms of ranges of soil properties within the limits defined for taxa and in terms of ranges of taxadjuncts and inclusions. Attachment 11, Page 44 NRI 2504 April 2025 40 SOIL SERIES - A group of soils, formed from a particular type of parent material, having horizons that, except for texture of the A or surface horizon, are similar in all profile characteristics and in arrangement in the soil profile. Among these characteristics are color, texture, structure, reaction, consistence, and mineralogical and chemical composition. SUBSIDENCE - Applies mainly to organic soils after drainage. Soil material subsides due to shrinkage and oxidation. TOPSOIL - That portion of the soil profile where higher concentrations of organic material, fertility, bacterial activity and plant growth take place. Depths of topsoil vary between soil types. WATERSHED - An area of land that drains to an associated water resource such as a wetland, river or lake. Depending on the size and topography, watersheds can contain numerous tributaries, such as streams and ditches, and ponding areas such as detention structures, natural ponds and wetlands. WETLAND - An area that has a predominance of hydric soils and that is inundated or saturated by surface or groundwater at a frequency and duration sufficient enough to support, and under normal circumstances does support, a prevalence of hydrophytic vegetation typically adapted for life in saturated soil conditions. Attachment 11, Page 45 NRI 2504 April 2025 41 REFERENCES Association of Illinois Soil & Water Conservation Districts. 2020. Illinois Urban Manual. Berg, R. C., and J. P. Kempton. 1984. Potential for contamination of shallow aquifers from land burial of municipal wastes: Champaign, Illinois, Illinois State Geological Survey map, scale 1:500,000. Clean Water Act of 1972, Sections 309 and 404. Federal Emergency Management Agency. National Flood Hazard Layer (NFHL) Viewer. https://hazards- fema.maps.arcgis.com/apps/webappviewer/index.html?id=8b0adb51996444d4879338b5529aa 9cd. Accessed February 2025. Illinois State Geological Survey, Department of Natural Resources. 2021. Geologic Road Map of Illinois. Kendall County Department of Planning Building and Zoning and Kendall County Soil and Water Conservation District In cooperation with NRCS, USDA. Land Evaluation and Site Assessment System. Kendall County. 2023. Land Resource Management Plan Map. Natural Resources Conservation Service, United States Department of Agriculture. General Manual, Title 310, Land Use. Natural Resources Conservation Service, United States Department of Agriculture. 2007. Hydric Soils of the United States. Natural Resources Conservation Service, United States Department of Agriculture. Hydrologic Unit Map for Kendall County. Natural Resources Conservation Service, United States Department of Agriculture. 1987. Soil Erosion by Water. Agriculture Information Bulletin 513. Natural Resources Conservation Service, United States Department of Agriculture. 2008. Soil Survey of Kendall County. Natural Resources Conservation Service, United States Department of Agriculture. Web Soil Survey. http://websoilsurvey.sc.egov.usda.gov/. Accessed February 2025. Rivers and Harbors Appropriation Act of 1899, Section 10. Rockford Map Publishers, Inc. 2021. Land Atlas and Plat Book, Kendall County, Illinois, 21st Edition. United States Fish & Wildlife Service. 2018. National Wetlands Inventory. https://data.nal.usda.gov/dataset/national-wetlands-inventory. Accessed February 2025. Nature Conservancy (U.S.) Great Lakes Program. 1994. The Conservation of Biological Diversity in the Great Lakes Ecosystem: Issues and Opportunities. The Program, 1994. Attachment 11, Page 46 Noise Impact Considerations Perivoliotis CSG - Samuel’s Solar 2 LLC Version 1 February, 2025 Attachment 12, Page 1 2 Table of Contents Project overview 3 Site location and design 4 Project Design Overview 5 Noise terminology and thresholds 6 Definition Common Construction Noise Corona Noise Vibrations Federal Noise Regulations Illinois Noise Regulations Project Noise Impact 9 Phase I: Construction Phase II: Operation Phase III Decommissioning Conclusion of Noise Impacts 11 Sources 12 Attachment 12, Page 2 3 Project Overview Zepelak CSG is a community solar garden that will employ a fixed tilt solar array proposed in Kendall County, IL. The project will be developed on previously cropped and developed farm land. The total area will encompass approximately 20.1 acres. The project will consist of three phases which could potentially cause noise pollution: (1) a construction phase of approximately 6-12 months, (2) a project lifetime of approximately 30-35 years, and (3) a decommissioning phase of approximately 20-25 weeks. The following document is a preliminary analysis of potential noise caused by the three phases of this community solar project. The noise-causing equipment will be highlighted and analyzed for each phase of the project. *The following document was prepared by Enterprise Energy LLC, a community solar developer and not a professional acoustic consultant. Data and information for this analysis was acquired by a 47 page Noise Impact Analysis performed by AECOM Environmental for a 250MW solar project in a similar developed farm landscape in Imperial County, California (1). Attachment 12, Page 3 4 Site Location and Design Site Address: Zepelak Community Solar Garden, Samuel’s Solar 2 LLC 9318 Corneils Ave Yorkville, IL 60560 Site Developer: Enterprise Energy LLC Developer Contact: Dan Gorman Tel: Attachment 12, Page 4 5 Project Design For standard noise reduction practices, all construction and operating equipment during the project’s lifetime will be located at least 50’ from the parcel boundary. Decibel thresholds are measured at a distance of 50’ from the sound source. All diesel equipment should be operated with appropriate mufflers, and with engine doors closed. Whenever possible, electrical power should be used in place of generators, to reduce noise. Construction will occur only between 7:00 AM and 7:00 PM Monday through Friday, 9:00 AM to 5:00 PM on Saturdays, and no operation of equipment on Sundays Any inverters located within 100’ of a residence will be shielded with some type of structural barrier to reduce noise to less than 10dBA continuous noise level. Facility components include: 1. PV modules and Single Axis Trackers 2. Inverters 3. Transformer 4. Switchgears Attachment 12, Page 5 6 Noise Terminology and Thresholds Noise is typically described as unwanted sound. Sound is mechanical energy transmitted as a wave through a fluid to a hearing organ. Sound is described by frequency and amplitude, that define pitch and loudness respectively. The audible frequency range for humans is 20Hz-20,000Hz. Noise effects on humans range from annoyance to hearing impairment, depending on the pitch and loudness, which is defined in decibels (dB). A-weighted noise levels are decibel measurements, but weighted similarly to the Richter scale, to reflect how the human ear perceives sound. The human ear perceives loudness depending on the frequency of the sound, which is different from the purely physical wave intensity. All noise levels in this report are therefore reported in A-weighted decibels (dBA). Typical Construction Noise Levels: Attachment 12, Page 6 7 Corona Noise Corona noise is emitted when the intensity of an electric field surrounding a conductor exceeds the rating of its insulator, causing a dissipation of energy that may result in audible noise. Irregularities or water on the surface of the insulator surface can make audible corona noise more likely. Audible noise from conductors is more likely during wet weather. See below for a table of noise levels for wet transmission lines (the “worst-case scenario”). Vibration and Vibration Noise Construction can also generate vibrations, defined as waves traveling through mass, such as soil. Vibrations from construction sources do not typically reach levels that could cause any structural damage to nearby residences or other structures. Damage could be possible depending on the construction activity, for structures within 25 feet of activity. Vibrations dissipate greatly due to dispersion and friction losses the further from the source of vibration, so keeping all residences at least 50 feet away from the project should eliminate any risk of vibration-borne damage. Vibrations can, however, cause annoyance to humans. See the table below for effects of vibration on people and structures Attachment 12, Page 7 8 In keeping construction activities at least 50’ from occupied residences, no vibrations that exceed annoyance levels will be experienced at neighboring properties. Federal Noise Regulations Federal noise regulations were developed following the recognition of noise impact on humans in the Noise Control Act of 1972. The Occupational Safety and Health Administration agency (OSHA) limits noise exposure for workers to 90dB Leq or less for 8 hours and 105 dB Leq for 1 hour. Appropriate noise PPE shall be worn by all workers. The EPA recommends that noise levels be limited to 55 dBA average over 24 hours, in order to protect human welfare. A 70 dBA average should not be exceeded in order to prevent hearing loss (2). Illinois Pollution Board Regulations The Illinois Noise Related Statutes and Regulations document (3) classifies our project as Industrial or Non-building Construction, corresponding to LBCS Function Code 7450. Using this LBCS code classifies our project as a Class C Land Use according to Illinois Pollution Control Board’s Environmental Protection Document: Subtitle H: Noise (4). The Environmental Protection Document: Subtitle H: Noise recommends daytime (6:00AM to 11:00PM) noise levels be limited to 58 dBA, except explosive noise which cannot exceed 107 dBA, when measured 25’ from neighboring property lines. As construction activities will always be at a minimum 200’ from neighboring residences, these limits are not likely to be exceeded. However, when construction begins, sound testing may be done at neighboring parcel lines to confirm levels are in compliance with both the EPA and the Illinois Noise Regulations. Attachment 12, Page 8 9 Noise Impact: Phase I: Construction Activities Approximately 6-12 months Initial development would begin with grading and building of the access road, followed by the establishment of temporary laydown areas, as designated by the final site plan. On this laydown area, equipment may include, but is not limited to: construction trailer, temporary restroom, parking area, material receiving and storage, recycling and waste area, construction power sources. Daily road usage activities include, but are not limited to: delivery of construction equipment, project materials, and worker trips. Number of vehicles and workers expected could vary throughout the construction period. Construction of the array may include, but is not limited to: grading, compacting, excavating. Equipment used for such activities may include, but is not limited to: backhoes, bulldozers, pile drivers, excavation equipment, as well as hand tools. Equipment likely to generate the most noise (as seen in Table 4), are earth moving and pile-driving equipment, which generate approximately 85 dBA at 50 feet. This maximum noise level would last between 2-4 minutes at a time. Average noise levels during array construction would be around 75 dBA at 50 feet. However, as our project is unlikely to require much, if any grading (other than for the 1250 foot access road), maximum and average noise levels during construction time would likely be lower than these “worts-case scenario” levels. Equipment usage and construction activities will be limited to the hours of 7:00 AM to 7:00 PM Monday through Friday, 9:00 AM to 5:00 PM on Saturdays, and no operation of equipment on Sundays Phase II: Operation Approximately 30-35 years Operational activities would generate low levels of noise, and be limited to daylight hours (when PV arrays operate), which is when other ambient noise is generally highest. Daily noise would come from operation of the inverter when electricity is being produced, the transformer, the small motors for the trackers, and potentially the corona noise from the feeder lines. Inverter: The Solectria 250kW inverter is rated at 67 dBA at 10 feet, as per the manufacturer’s data spec sheet. Using sound attenuation inverse square law, noise levels at 50 feet would therefore be approximately 53 dBA. This is the maximum noise output of the inverter at 50 feet, so noise levels for residences more than 100 feet away would be considerably less. Furthermore, the maximum noise levels would only occur during daylight hours, so the 24-hour average noise level would be much less, and far below regulatory requirements. Attachment 12, Page 9 10 Transformer: The exact model of transformer used for this project will be determined by the Utility that is responsible for our interconnection. However, average decibel levels for medium voltage transformers between 2001-2500 kVa, appropriate for our project size, are 62 dBA. This level is at 50 feet, and our transformers will be 100+ feet from any residence. Single Axis Trackers: These small motors are what use power to slowly rotate the modules throughout the day to maximize solar input. The trackers rotate from -52° to +52° throughout the day, rotating roughly 1° every 3.5 minutes. The motors are stored in housing compartments, which greatly reduce the noise levels such that they should not have any significant effect on the overall project noise impact. Another possible source of noise would be the friction between the linkages between the tracker rods and the modules. Again, this noise will be insignificant (5). Corona Noise: Feeder lines at this site are 12kV which is far below the minimum of 138kV listed in Table 5. As corona noise levels decrease with voltage, the noise emitted from the 12kV feeder line will likely be negligible. Phase III: Decommissioning Approximately 20-25 weeks Decommissioning will likely consist of activities including but not limited to excavation, ground work, pile-driving, and most other activities also associated with project construction. Therefore levels of noise would be similar to those of construction, and will be below regulatory thresholds. Decommissioning should last only approximately 20-25 weeks. Attachment 12, Page 10 11 Conclusion: As no phase of project lifetime (construction, operation, or decommissioning) is likely to exceed federal or local regulatory thresholds when performed at the setbacks as designed in the site plan, this project does not plan any further noise mitigation efforts. Attachment 12, Page 11 12 Sources 1. AECOM. (2014). Noise Impact Analysis: Wistaria Ranch Solar Energy Center Project, Imperial County, California. Prepared for Wistaria Ranch Solar, LLC. Retrieved from https://www.icpds.com/assets/planning/final-environmental-impact-reports/wistaria-ranch-solar-en ergy-center/019appf-noise.pdf. 2. US EPA, OA. “EPA Identifies Noise Levels Affecting Health and Welfare.” Www.epa.gov, 2 Apr. 1974, www.epa.gov/archive/epa/aboutepa/epa-identifies-noise-levels-affecting-health-and-welfare.html. 3. Illinois Noise Related Statutes and Regulations. (n.d.). Retrieved from https://noisefree.org/wp-content/uploads/2017/12/illinois.pdf. 4. Illinois Pollution Control Board, Title 35: Environmental Protection, Subtitle H: Noise, Chapter I: Pollution Control Board, Part 901: Sound Emission Standards and Limitations for Property Line-Noise-Sources, effective November 1, 2018. 5. Hankard Environmental, Inc. (2019). 1 Noise Measurement and Analysis Results for the Luning Solar Energy Center. 2 Public Service Commission of Wisconsin. 3 PSC REF#:384115. Retrieved from [link to document if available]. 6. https://www.makeitelectric.org/nema-standards-technologies/nema-standards/ Attachment 12, Page 12 Attachment 13, Page 1 Attachment 13, Page 2 Attachment 13, Page 3 Attachment 13, Page 4 Attachment 13, Page 5 Attachment 13, Page 6 Attachment 13, Page 7 Attachment 13, Page 8 Attachment 13, Page 9 Attachment 13, Page 10 Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #7 Tracking Number EDC 2025-52 Heartland Meadows West – Final Plat of Subdivision Economic Development Committee – July 1, 2025 Majority Approval Proposed Plat of Subdivision of Heartland Meadows West Subdivision Sara Mendez Community Development Name Department PROPOSED REQUEST: The petitioner, Greg Marker, on behalf of Marker, Inc., and Heartland Meadows West, LLC, contract purchaser, with the United City of Yorkville as the property owner, is requesting Final Plat approval for an approximately 8.3-acre site. The proposed development consists of 20 single-family residential lots intended for an active adult community, along with 4 commercial outlots. The property is zoned R-2 Single-Family Traditional Residence District and B-3 General Business District and is located on Blackberry Shore Lane between Northland Lane and Cannonball Trail. This proposed development reflects the approved amendment to the Kendall Marketplace Planned Unit Development (PUD) Agreement, including the preliminary subdivision plat and final PUD plan, which were approved in January 2025. PROPOSED FINAL PLAT OF SUBDIVISION: An image of the proposed final plat is provided below to illustrate how it complies with conditions of approval and exhibits provided in the agreement: Memorandum To: Economic Development Committee From: Sara Mendez, Senior Planner CC: Bart Olson, City Administrator Krysti J. Barksdale-Noble, Community Development Director David Hansen, Senior Planner Date: May 21, 2025 Subject: PZC 2025-10 Heartland Meadows West Final Plat of Subdivision Approval The following outlines how the submitted final plat satisfies and matches the exhibits established in the January 2025 approval of the preliminary subdivision plan and final Planned Unit Development (PUD) plan agreement: A. Front Yard Setback Requirement for Commercial Lots Front Yard Setback Requirement for Commercial Lots – January 2025 Agreement Front Yard Setback Requirement for Commercial Lots – Proposed Final Plat 30 feet 30 feet B. Minimum Bulk Regulations for R-2 Zoned Residential Lots January 2025 Agreement Proposed Final Plat Minimum Lot Area 5.000 square feet Ranges from 5,000 to 9,000 square feet Minimum Lot Width 50 feet Ranges from 50 to 60 feet Minimum Front Yard Setback 20 feet Ranges from 20 feet to 25 feet Minimum Rear Yard Setback 20 feet Ranges from 20 feet to 55 feet Minimum Interior Yard Setback 5 feet 5 feet Minimum Corner Yard Setback 10 feet Ranges from 10 feet to 30 feet C. Corner Side Yard Setback for Lot 2 The preliminary subdivision plan and final Planned Unit Development (PUD) agreement require a 15-foot corner side yard building setback for Residential Lot 2 along the western boundary, which is confirmed in the proposed final plat and the image above. D. Cross Access Easement The preliminary subdivision plan and final Planned Unit Development (PUD) agreement requires a cross- access easement for the four (4) commercial lots, which is confirmed on page 2 of the proposed final plat with the following language below. E. Conditions Verified at Building Permit Stage Certain conditions of approval are not required to be shown on the final plat, as they will be reviewed at the time of building permit submittal. These include: 1. EV Charging Infrastructure Requirement for Commercial Lots 2. Off-Street Loading for Commercial Lots F. Conditions Verified at Landscape Review Certain conditions of approval are not required to be shown on the final plat, as they will be reviewed at the time of landscape review. These include: 1. Transition Yard Between Commercial and Residential Lots 2. Canopy Tree Planting Requirements The proposed Final Plat has been reviewed by the City’s engineering consultant, Engineering Enterprises Inc., for compliance with the Subdivision Control Ordinance’s Standards for Specification. Comments dated June 4, 2025 were provided to the applicant (see attached). The minor revisions requested by the City Engineer will be addressed by the applicant prior to the City Council meeting and reviewed for compliance prior to final plat recordation. STAFF COMMENTS: Upon recordation and approval of the final plat, staff will proceed with establishing the dormant Special Service Area (SSA) to ensure that, in the event the HOA fails to maintain the common areas, the City may activate the SSA to fund necessary maintenance and improvements. Based upon the review of the proposed Final Plat of Subdivision of Heartland Meadows West staff believes the submitted plans are consistent with the approved development site plan and the current subdivision control regulations. Therefore, we intend to recommend approval of the Final Plat to the Planning and Zoning Commission at the July 9, 2025, meeting with subsequent final determination by the City Council at the July 22, 2025 meeting. ATTACHMENTS: 1. Copy of Petitioner’s Application 2. Final Plat of Subdivision prepared by Tebrugge Engineering dated 05.22.25 3. EEI Letter dated 06.04.25 Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #8 Tracking Number EDC 2025-53 Fox Haven (1115, LLC) – Final Plat of Subdivision Economic Development Committee – July 1, 2025 Majority Approval Proposed Plat of Subdivision of Parcels 1 & 2 in the Fox Haven Subdivision David Hansen Community Development Name Department PROPOSED REQUEST: Patrick Winninger, on behalf of 1115, LLC., petitioner, has filed an application with the United City of Yorkville, Kendall County, Illinois, requesting Final Plat approval for Fox Haven Subdivision, which consists of two (2) parcels. Parcel 1 consists of 17 residential buildings totaling 105 townhome units on 13.161 acres and is zoned R-4 General Multi-Family Residence District. Parcel 2 consists of 1.017 acres and is zoned B-3 General Business District for a future commercial development. The entire 14.178-acre site is located at 1115 South Bridge Street. PROPERTY BACKGROUND: In April 2025, a Planned Unit Development (PUD) Agreement with 1115, LLC was approved for the subject property. As part of this process, Parcel 1 was rezoned to the R-4 General Multi-Family Residence District for a townhome community. Parcel 2 kept its existing zoning of B-3 General Business District, which is anticipated for a future commercial development. Memorandum To: Economic Development Committee From: David Hansen, Senior Planner CC: Bart Olson, City Administrator Krysti J. Barksdale-Noble, Community Development Director Sara Mendez, Senior Planner Date: July 1, 2025 Subject: PZC 2025-11 Fox Haven – 1115,LLC (Final Plat Approval) PROPOSED FINAL PLAT OF SUBDIVISION: The developer, Patrick Winninger on behalf of 1115 LLC, is seeking final plat approval of Fox Haven subdivision. The Final Plat for the Fox Haven subdivision proposes the following: A. Parcels and Lots - Subdivision consists of two (2) parcels and 107 total lots on a 14.178-acre site located at 1115 South Bridge Street. o Parcel 1 - consist of 106 lots totaling 13.161 acres. Lot 1 consists of 10.122 acres and includes all site common areas (open space, stormwater detention, etc.), and other site infrastructure (private roadways, easement areas, sidewalks, trails, etc.) for the townhome community parcel. The remaining 105 lots are reserved for individual townhomes with lot sizes ranging from .027 to .033 acres. Lots are arranged into 17 townhome buildings. Fourteen (14) buildings contain six units while the other three (3) buildings contain seven units. o Parcel 2 - consists of one (1) single lot, also known as Lot 2, totaling 1.017 acres and is zoned B-3 General Business District for a future commercial development. B. PUD - Related Items The PUD agreement mentions two (2) items that need to be addressed during the final plat process. Please see below for an overview of each item and how they will be addressed. 1. Vehicle Access to Subject Property. Per the PUD, the Developer shall adhere to the requirements of Section 10-5-1-F of the Yorkville Unified Development Ordinance (UDO) for cross-access easements between residential and commercial parcels. o Per Page 2 of the final plat, cross access easement language is present and states the following: 2.Appearance Standards. Per the PUD, the Developer shall provide updated elevations with any application for final plat or at such time as Developer submits for a Building Permit, as may be applicable. o Per the Developer, updated building elevations will be provided at the time of building permit submittal. C. Other Conditions Verified at Building Permit Stage Certain conditions of approval are not required to be shown on the final plat, as they will be reviewed at the time of building permit submittal. These include: 1. Building Setbacks and Bulk Regulations 2. Parking Requirements 3. Landscape Plan 4. Signage Plan ENGINEERING REVIEW The proposed Final Plat of Subdivision has been reviewed by the City’s engineering consultant, Engineering Enterprises Inc., for compliance with the Subdivision Control Ordinance’s Standards for Specification. Comments dated June 16, 2025 have been provided to the applicant (see attached). The minor revisions requested by the City Engineer will be addressed by the applicant prior to the City Council meeting and reviewed for compliance prior to final plat recordation. STAFF COMMENTS: Upon recordation and approval of the final plat, staff will proceed with establishing the dormant Special Service Area (SSA) to ensure that, in the event the HOA fails to maintain the common areas, the City may activate the SSA to fund necessary maintenance and improvements. Based upon the review of the proposed Final Plat of Fox Haven Subdivision, staff believes the submitted plans are consistent with the approved development site plan and the current subdivision control regulations. Therefore, staff intends to recommend approval of the Final Plat to the Planning and Zoning Commission at the July 9, 2025, meeting with subsequent final determination by the City Council at the July 22, 2025 meeting. Staff is seeking input and comments from the Economic Development Committee. ATTACHMENTS: 1. Copy of Petitioner’s Application 2. Final Plat of Subdivision of Fox Haven prepared by Spaceco Civil Engineering and Surveying dated May 30, 2025 3. EEI Letter dated June 16, 2025 M:\13000-13999\13967-M\SURVEY\13967SUB-01.dgn Default User=jschroeder M:\13000-13999\13967-M\SURVEY\13967SUB-01.dgn SHEET 2 User=jschroeder 0 ? ? 0?6859(<? 68%GJQ6+((78VHU MVFKURHGHU