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HomeMy WebLinkAboutPlanning and Zoning Commission Packet 2025 07-09-25 PLANNING AND ZONING COMMISSION AGENDA Wednesday, July 9, 2025 7:00 PM Yorkville City Hall Council Chambers 651 Prairie Pointe Drive Meeting Called to Order: 7:00 p.m. Roll Call: Previous meeting minutes: June 11, 2025 Citizen’s Comments -------------------------------------------------------------------------------------------------------------------- Public Hearings 1. CONTINUED PZC 2025-08 Pioneer Development, LLC, as the petitioner and contract purchaser, along with multiple property owners, has submitted applications to the United City of Yorkville in Kendall County, Illinois, seeking rezoning, special use authorization for a Planned Unit Development (PUD), and preliminary PUD Plan approval for approximately 1,037 acres across 20 parcels. The proposal involves rezoning the land from various residential and business districts to M-2 General Manufacturing District to facilitate the development of a state-of-the-art data center campus. This project would include 14 data center buildings totaling over 17 million square feet, two electrical substations, a utility switchyard, and stormwater detention basins. The applicants are also requesting several deviations from the Yorkville Unified Development Ordinance (UDO) related to setbacks, parking, circulation, and design standards. The property is located northwest of Route 47 and Galena Road, south of Baseline Road, and east of Ashe Road. Unfinished Business New Business 1. PZC 2025-08 Pioneer Development, LLC, as the petitioner and contract purchaser, along with multiple property owners, has submitted applications to the United City of Yorkville in Kendall County, Illinois, seeking rezoning, special use authorization for a Planned Unit Development (PUD), and preliminary PUD Plan approval for approximately 1,037 acres across 20 parcels. The proposal involves rezoning the land from various residential and business districts to M-2 General Manufacturing District to facilitate the development of a state-of-the-art data center campus. This project would include 14 data center buildings totaling over 17 million square feet, two electrical substations, a utility switchyard, and stormwater detention basins. The applicants are also requesting several deviations from the Yorkville Unified Development Ordinance (UDO) related to setbacks, parking, circulation, and design standards. The property is located northwest of Route 47 and Galena Road, south of Baseline Road, and east of Ashe Road. Action Items Rezone, PUD & Preliminary PUD Plan United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois 60560 Telephone: 630-553-4350 www.yorkville.il.us 2. PZC 2025-10 Greg Marker, on behalf of Marker, Inc. and Heartland Meadows West, LLC, contract purchaser, with the United City of Yorkville, 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. Action Item Final Plat 3. PZC 2025-11 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. Action Item Final Plat Additional Business 1. City Council Action Updates a. PZC 2025-05 United City of Yorkville, petitioner, is proposing to amend Section 10-4- 10 Energy Industrial Use Standards regarding data center development of the Yorkville Unified Development Ordinance. The proposed text amendment seeks to establish specific regulations for data center developments. These regulations include standards related to noise control, landscape buffering, building separation from residential properties, height limitations, and other design and operational requirements. Action Item Text Amendment b. PZC 2025-09 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), petitioners, 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 for a commercial solar energy facility on land located between 9417 and 9221 Corneils Road in unincorporated Kendall County within 1.5 miles of a municipality without an annexation agreement. Action Item 1.5 Mile Review Adjournment DRAFT Page 1 of 3 PLANNING & ZONING COMMISSION City Council Chambers 651 Prairie Pointe Drive, Yorkville, IL Wednesday, June 11, 2025 7:00pm Meeting Called to Order Chairman Richard Vinyard called the meeting to order at 7:00pm, roll was called and a quorum was established. Roll Call Ryan Forristall-yes, Seaver Tarulis-yes, Michael Crouch-yes, Chad Green-yes, Richard Vinyard-yes, Danny Williams-yes Absent: Marge Linnane City Staff Krysti Barksdale-Noble, Community Development Director Sara Mendez, Planner1 David Hansen, Senior Planner Megan Lamb, City Attorney Lynn Dubajic Kellogg, City Consultant Other Guests Chris Vitosh, Vitosh Reporting Service George Ostreko Daniel J. Gorman, Enterprise Energy Judy (via Zoom) Debbie (via Zoom) Ed Schultz Syung Paik, Graceland LLC Heh Paik, Graceland LLC Vijay Gupta, landowner Sameer Gupta, landowner Previous Meeting Minutes May 14, 2025 Motion by Mr. Williams and second by Mr. Crouch to approve the minutes as presented. Roll call: Tarulis-yes, Crouch-yes, Green-yes, Vinyard-yes, Williams-yes, Forristall-yes. Carried 6-0 Citizen’s Comments None Amendment: Chairman Vinyard made a motion for an amendment to move New Business item #2, PZC 2025- 09 Daniel J. Gorman, following the Citizen's Comments. Commissioner Williams seconded. Roll call: Crouch-yes, Green-yes, Vinyard-yes, Williams-yes, Forristall-yes, Tarulis-yes. Carried 6-0 New Business : 2. PZC 2025-09 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), petitioners, 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 for a commercial solar energy facility on land located between 9417 and 9221 Corneils Road in unincorporated Kendall County within 1.5 miles of a municipality without an annexation agreement. Page 2 of 3 Senior Planner David Hansen reported on this request. He said it is a 1.5 mile review for a proposed solar facility without an annexation agreement on this 37-acre parcel, that is currently used as farmland. It is bordered by unincorporated residential property on 3 sides. Mr. Hansen said there would be 12,100 solar panels with a 6-foot tall fence. Mr. Hansen gave background of a previous request and the reasons it was denied at that time. In 2025, the city recommended the petitioner go through Kendall County to proceed without an annexation agreement. If the county approves of this request, the city Comp Plan will need to be amended. He said Kendall County zoning has issued a neutral position on the project. Commissioner Williams asked what type of buffer would be used. Mr. Dan Gorman said 2 rows of trees would be used and the area to the south would be planted in grass or be farmed. The neighbors want to keep it as green space. He said all neighbors gave a favorable response and Bristol Township gave a unanimous positive approval. Mr. Gorman asked to make some comments about the project. He said only 20 acres would be used as the solar field and there is a setback of 500 feet and only 50 feet is needed. It is well screened with trees and not suited for residential or other development because it is mostly wet. He added that community solar requires capacity with existing lines and it is only a temporary use of the land (35 years) and will return to ag when done. Action Item 1.5-mile Review A motion was made and seconded by Commissioners Williams and Forristall, respectively to approve this review. Mr. Williams read the motion as follows: 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 approve the request. Roll call: Green-yes, Vinyard-yes, Williams-yes, Forristall-yes, Tarulis-nay, Crouch-yes. Motion carried: 5 yes and 1 no. Public Hearings Chairman Vinyard said there was one Public Hearing scheduled tonight--PZC 2025-08 Pioneer Development, Cardinal. The Economic Development must review these requests first and provide feedback to this Commission. The June 3rd EDC meeting was canceled due to lack of quorum. Mr. Vinyard said because of this, the Public Hearing would be opened, continued to July 9th and then closed. No presentation was made tonight by the developer and no audience participants spoke. Chairman Vinyard entertained a motion to open the Hearing PZC 2025-08. At approximately 7:14pm a motion was made and seconded by Mr. Williams and Mr. Tarulis, respectively, to open the Public Hearing. Roll call: Vinyard-yes, Williams-yes, Forristall-yes, Tarulis-yes, Crouch- yes, Green-yes. Carried 6-0. Mr. Williams moved to continue the Public Hearing for PZC 2025-08 Pioneer, to July 9th and Mr. Crouch seconded. Roll call: Vinyard-yes, Williams-yes, Forristall-yes, Tarulis-yes, Crouch-yes, Green-yes. Carried 6-0. Page 3 of 3 Unfinished Business None New Business 1. PZC 2025-08 Pioneer was continued. Additional Business 1. City Council Action Updates a. PZC 2025-04 Text Amendment on city code, was approved. b. PZC 2025-05 Text Amendment for data center developments was continued to June 24th. Ms. Noble also presented an informational card pertaining to the Kendall County update of their Comprehensive Plan. Workshops were listed so the public could attend. Adjournment There was no further business and the meeting was adjourned at 7:17pm on a motion by Mr. Williams and second by Mr. Crouch. Unanimous voice vote approval. Respectfully submitted by Marlys Young, Minute Taker 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Vitosh Reporting Service 815.993.2832 cms.vitosh@gmail.com PZC - Public Hearing - June 11, 2025 1 UNITED CITY OF YORKVILLE YORKVILLE, ILLINOIS PLANNING AND ZONING COMMISSION PUBLIC HEARING 651 Prairie Pointe Drive Yorkville, Illinois Wednesday, June 11, 2025 7 :00 p .m . 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Vitosh Reporting Service 815.993.2832 cms.vitosh@gmail.com PZC - Public Hearing - June 11, 2025 2 PRESENT: Mr. Rich Vinyard, Chairman, Mr. Danny Williams, Commissioner, Mr. Ryan Forristall, Commissioner, Mr. Michael Crouch, Commissioner, Mr. Chad Green, Commissioner, Mr. Seaver Tarulis, Commissioner. ALSO PRESENT: Ms. Krysti Barksdale-Noble, Community Development Director; Ms. Sara Mendez, Senior Planner; Ms. Marlys Young, Minute Taker. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Vitosh Reporting Service 815.993.2832 cms.vitosh@gmail.com PZC - Public Hearing - June 11, 2025 3 APPEARANCES: OTTOSEN, DiNOLFO, HASENBALG & CASTALDO, LTD. BY: MS. MEGAN LAMB 1804 North Naper Boulevard, Suite 350 Naperville, Illinois 60563 (630) 682-0085 appeared on behalf of the United City of Yorkville. - - - - - 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Vitosh Reporting Service 815.993.2832 cms.vitosh@gmail.com PZC - Public Hearing - June 11, 2025 4 (WHEREUPON, the following proceedings were had in public hearing, commencing at 7 :02 p .m . as follows:) CHAIRMAN VINYARD: Moving on to public hearings, there is one public hearing tonight -- scheduled for tonight's Planning and Zoning Commission meeting. A public hearing for the Project Cardinal rezoning, special use PUD and preliminary PUD plan is on tonight's agenda; however, per City Code, the Economic Development Committee must first review the proposal and provide feedback to the Commission. Due to the cancellation of the June 3 rd EDC meeting due to lack of quorum, that step could not be completed at this time. As a result, tonight's public hearing will be opened and then continued to the July 9 th meeting. No presentation will be made tonight by the developer. If you are a member of the public at tonight's meeting for Project Cardinal, we encourage you to reserve your public comments 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Vitosh Reporting Service 815.993.2832 cms.vitosh@gmail.com PZC - Public Hearing - June 11, 2025 5 after the presentation at the July meeting; however, if you wish to provide public comment tonight, you will still be permitted to do so. Are there any persons wishing to speak tonight? (No response.) CHAIRMAN VINYARD: Okay. So may I have a motion to open the public hearing on Petition PZC 2025-08, Pioneer Development, LLC? COMMISSIONER WILLIAMS: So moved. COMMISSIONER TARULIS: Second. CHAIRMAN VINYARD: Have a roll call vote on the motion? MS. YOUNG: Yes. Vinyard. CHAIRMAN VINYARD: Yes. MS. YOUNG: Williams. COMMISSIONER WILLIAMS: Yes. MS. YOUNG: Forristall. COMMISSIONER FORRISTALL: Yes. MS. YOUNG: Tarulis. COMMISSIONER TARULIS: Yes. MS. YOUNG: Crouch. COMMISSIONER CROUCH: Yes. MS. YOUNG: And Green. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Vitosh Reporting Service 815.993.2832 cms.vitosh@gmail.com PZC - Public Hearing - June 11, 2025 6 COMMISSIONER GREEN: Yes. CHAIRMAN VINYARD: Very good. May I have a motion to continue the public hearing on PZC 2025-08, Pioneer Development, LLC, to the July 9 , 2025 Planning and Zoning Commission meeting at 7 :00 p .m .? COMMISSIONER WILLIAMS: So moved. COMMISSIONER CROUCH: Second. CHAIRMAN VINYARD: Roll call vote on the motion, please. MS. YOUNG: Yes. Vinyard. CHAIRMAN VINYARD: Yes. MS. YOUNG: Williams. COMMISSIONER WILLIAMS: Yes. MS. YOUNG: Forristall. COMMISSIONER FORRISTALL: Yes. MS. YOUNG: Tarulis. COMMISSIONER TARULIS: Yes. MS. YOUNG: Crouch. COMMISSIONER CROUCH: Yes. MS. YOUNG: And Green. COMMISSIONER GREEN: Yes. CHAIRMAN VINYARD: Okay. (Which were all the 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Vitosh Reporting Service 815.993.2832 cms.vitosh@gmail.com PZC - Public Hearing - June 11, 2025 7 proceedings had in the public hearing, concluding at 7 :16 p .m .) ---o 0 o --- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Vitosh Reporting Service 815.993.2832 cms.vitosh@gmail.com PZC - Public Hearing - June 11, 2025 8 STATE OF ILLINOIS ) ) SS: COUNTY OF LASALLE ) I , CHRISTINE M . VITOSH, a Certified Shorthand Reporter of the State of Illinois, do hereby certify: That the foregoing public hearing transcript, Pages 1 through 9 , was reported stenographically by me by means of machine shorthand, was simultaneously reduced to typewriting via computer-aided transcription under my personal direction, and constitutes a true record of the testimony given and the proceedings had; That the said public hearing was taken before me at the time and place specified; That I am not a relative or employee or attorney or counsel, nor a relative or employee of such attorney or counsel for any of the parties hereto, nor interested directly or indirectly in the outcome of this action. I further certify that my certificate attached hereto applies to the original transcript and copies thereof signed and certified under my hand only. I assume no 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Vitosh Reporting Service 815.993.2832 cms.vitosh@gmail.com PZC - Public Hearing - June 11, 2025 9 responsibility for the accuracy of any reproduced copies not made under my control or direction. IN WITNESS WHEREOF, I do hereunto set my hand at Leland, Illinois, this 25th day of June, 2025. /s / Christine M . Vitosh CHRISTINE M . VITOSH, Illinois C .S .R . 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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: Planning & Zoning Commission From: Krysti J. Barksdale-Noble, Community Development Director CC: Bart Olson, City Administrator Sara Mendez, Senior Planner David Hansen, Senior Planner Date: July 3, 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. 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 plan has been updated to have three (3) primary access points: two (2) along Galena Road, and one (1) off of Baseline Road. There will also be West A-1 Agricultural District (Kendall County) RPD-1 (Kendall County) Ashe Road Farmland Residential/Equestrian Land Use Transportation Land Use 6 three (3) secondary emergency access points and a dedicated access to the utility switchyard. The main 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). 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 8 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 calculations for the project have been prepared and submitted to the City Engineer for review. 9 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. 8. Landscaping - Section 10-5-3 establishes landscape standards for new developments. The following landscape requirements would apply to this development: building foundation 10 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 minimal 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 July 2, 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. 12 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). 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). 13 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). 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). 14 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: 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 preliminary and full noise study shall be required for data center development. The preliminary study shall be conducted pre-construction and the full study provided as part of the building permitting process. i. A preliminary sound study was conducted by Burns & McDonnell for the proposed Project Cardinal data center in Yorkville to evaluate noise impacts from operational equipment, including rooftop chillers and auxiliary generators, based on a preliminary site plan. Using industry-standard modeling software and on-site ambient measurements, the study analyzed two operational scenarios— Normal Operation and Generator Testing. In both scenarios, modeled sound levels at the property boundaries were below the City's noise ordinance thresholds of 50 dBA at night and 60 dBA during the day for residential areas. The report concluded that compliance can be achieved through the use of low- noise equipment. In addition to this study, the City’s sound engineering consultant will conduct a supplemental review to confirm findings and provide further recommendations, as needed. ii. Staff further recommends continuous noise monitoring devices 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 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. 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 public hearing. 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. Staff intends to bring this matter back to the EDC at the July 1, 2025, regularly scheduled meeting prior to final City Council action. However, 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 18 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 for the water tower site, and utility corridor landscaping (including ComEd maintenance and potential prairie plantings). STANDARDS FOR REZONING: Section 10-8-12 Map Amendments establishes criteria for findings of fact related to rezoning (map amendment) requests. When the purpose and effect is to change the zoning of a property and amend the City’s Zoning Map, the Planning and Zoning Commission shall consider each of the following facts before rendering a decision on the request: 1. The proposed Map Amendment is consistent with the Comprehensive Plan and the purposes of the UDO. 2. The proposed Map Amendment is consistent with the existing and planned uses and zoning of the nearby properties. 3. The subject property is suitable for the purposes of the proposed district. 4. The proposed Map Amendment will not result in an individual parcel zoned in one zoning district that is not shared by the adjacent parcels. 5. The proposed parcel(s) to be rezoned shall meet the minimum frontage and area requirements of the requested rezoning district as specified in Section 10-3-9(A). 6. The community need for the proposed use. 7. 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. The petitioner has provided written responses to these standards which will be incorporated into the record during the public hearing. STANDARDS FOR SPECIAL USE FOR PUD: Section 10-8-5 Special Uses is intended to provide the City additional discretion in the approval process for uses which, because of their unique characteristics, require additional consideration due to the potential impact on neighboring land and of the public need for the particular use at a particular location. The Planning and Zoning Commission may recommend approval of a Special Use upon considering the following standards: 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. 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. 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. 4. Adequate utilities, access roads, drainage or other necessary facilities have been or shall be provided. 5. Adequate measures shall be taken to provide ingress or egress so designed as to minimize traffic congestion in the public streets. 6. The proposed Special Use is not contrary to the objectives of the City’s adopted Comprehensive Plan. 19 The petitioner has provided written responses to these standards which will be incorporated into the record during the public hearing. STANDARDS FOR PLANNED UNIT DEVELOPMENT: The Planning and Zoning Commission may recommend approval of a Planned Unit Development (PUD) upon considering the following standards (Section 10-8-8-E of the Unified Development Ordinance): 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. 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. 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. 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 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. 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. 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. The petitioner has provided written responses to these standards which will be incorporated into the record during the public hearing. STAFF COMMENTS: All PUD approvals will be contingent upon the requested deviations and the conditions outlined in staff’s memorandum. This includes review comments from the City Engineer (EEI) provided in a letter dated June 16, 2025, and any subsequent feedback, as well as comments from the City’s sound engineering consultant, Soundscape Engineering, detailed in letters dated April 7 and April 21, 2025, and any follow- up reviews. PROPOSED MOTIONS: 1. Rezoning In consideration of testimony presented during a Public Hearing on July 9, 2025 and discussion of the findings of fact, the Planning and Zoning Commission recommends approval to the City Council a request for rezoning from R-1 Single-Family Suburban Residential District, R-2 Single-Family Traditional Residence District, R-3 Multi-Family Attached 20 Residence District, and B-3 General Business District to M-2 General Manufacturing District for Project Cardinal, a proposed future data center campus, generally located northwest of Route 47 and Galena Road, south of Baseline Road, and east of Ashe Road totaling approximately 1,037 acres, subject to {insert any additional conditions of the Planning and Zoning Commission}… 2. Special Use for Planned Unit Development In consideration of testimony presented during a Public Hearing on July 9, 2025 and approval of the findings of fact, the Planning and Zoning Commission recommends approval to the City Council of a request for Special Use authorization of a Planned Unit Development for Project Cardinal, a data center campus, to be generally located northwest of Route 47 and Galena Road, south of Baseline Road, and east of Ashe Road totaling approximately 1,037 acres, subject to the conditions enumerated in a staff memorandum dated July 3, 2025 and further subject to {insert any additional conditions of the Planning and Zoning Commission}… 3. Preliminary PUD Plan The Planning and Zoning Commission recommends approval to the City Council of the Project Cardinal – Preliminary PUD Site Plan prepared by Burns McDonnell, Margulies Hoelzli Architecture, and O2 and dated 06/20/2025 and further subject to {insert any additional conditions of the Planning and Zoning Commission} … 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 06/20/2025 submitted by Pioneer Development and prepared by Burns McDonnell, Margulies Hoelzli Architecture, and O2 4. Exterior Elevations dated 06/20/2025 submitted by Pioneer Development and prepared by Burns McDonnell, Margulies Hoelzli Architecture, and O2 5. Photometric Plan dated 7/1/25 prepared by PG Enlighten 6. Landscape Plan dated 07/02/2025 submitted by Pioneer Development and prepared by Burns McDonnell 7. Traffic Methodology Memo, as submitted by Pioneer Development on May 30, 2025, and prepared by Burns McDonnell 8. Preliminary Drainage Memo dated March 14, 2025, as submitted by Pioneer Development, and prepared by Burns McDonnell 9. Wetland Delineation Report for Project Cardinal dated May 23, 2025 and prepared by Burns McDonnell 10. Security Fencing Details dated March 14, 2025, as submitted by Pioneer Development, and prepared by Burns McDonnell 11. Preliminary Sound Study dated July 1, 2025 and prepared by Burns McDonnell 12. Plan Council Response Letter submitted by Pioneer Development 13. EEI Review Letter to the City dated June 16, 2025 14. Project Cardinal Floodplain Exhibit dated March 2025 and prepared by EEI, Inc. 15. Soundscape Engineering Review Memos dated April 7, 2025, and April 21, 2025 16. Plan Council Packet Materials 04-10-2025 17. Data Center Development Map - Overall 18. Project Cardinal Road Improvements- ROW Dedication Exhibit prepared by EEI dated May 2025 19. Project Cardinal Shared Path Exhibit prepared by EEI dated May 2025 20. Public Hearing Notice Affidavit 21. 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$JUZGBDFEUIFJTTVFUIBUQBTUQMBOT XFSFCBTFEPOUIFBTTVNQUJPOTPG DPOUJOVFE GBTUQBDFESFTJEFOUJBM BOEDPNNFSDJBM 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hT.(FOFSBM.BOVGBDUVSJOH %JTUSJDU -6098325Ā.5:14671Ā/-)Ā-,"",%'&Ȁ'$+ Ȁ$.*+Ȁ(#"!Ȁ# *...%-',%- APPLICATION FOR REZONING United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fax: 630-553-7575 We bsite: www.yorkville.il.us REZONING STANDARDS PLEASE STATE THE COMMUNITY NEED FOR THE PROPOSED LAND USE: PLEASE STATE THE LENGTH OF TIME THE PROPERTY HAS BEEN VACANT AS ZONED CONSIDERED IN THE CONTEXT OF LAND DEVELOPMENT IN THE AREA IN THE VICINITY OF THE SUBJECT PROPERTY: PLEASE STATE HOWTHE PROPOSED PARCEL(S)TO BE REZONED SHALL MEETTHE MINIMUM FRONTAGE AND AREA REQUIREMENTS OFTHE REQUESTED ZONING DISTRICT ASSPECIFIED IN SECTION10-3-9(A) INTHE UNIFIED DEVELOPMENT ORDINANCE 6/-&4405)&38*4&(3"/5&%3&-&*'"441&$*'*&%*/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 NJYFEVTFSFTJEFOUJBMBOEDPNNFSDJBMQMBOOFEVOJUEFWFMPQNFOUXIJDIXBTOFWFSDPOTUSVDUFEBOPUIFSQPSUJPOPGUIF4VCKFDU1SPQFSUZ XBTPSJHJOBMMZBOOFYFEUPUIF$JUZJOQVSTVBOUUP0SE/PBTUIF#BJMFZ.FBEPXTSFTJEFOUJBMEFWFMPQNFOUXIJDIXBT OFWFSDPOTUSVDUFEBOEUIFQPSUJPOPGUIF4VCKFDU1SPQFSUZGPSXIJDI1FUJUJPOFSIBTBQQMJFEUPCFBOOFYFEUPUIF$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 3$5.,1*63$&(667250:$7(50$1$*(0(17%$6,167250:$7(50$1$*(0(17%$6,167250:$7(50$1$*(0(17%$6,167250:$7(50$1$*(0(17%$6,167250:$7(50$1$*(0(17%$6,167250:$7(50$1$*(0(17%$6,1%8,/',1*6725<'$7$&(17(587,/,7<6:,7&+<$5'&86720(568%67$7,21&86720(568%67$7,21%$6(/,1(52$'5287(*$/(1$52$'$6+(5 2 $ '6(&85,7<)(1&(6(&85,7<)(1&(6(&85,7<)(1&(327(17,$/:$7(587,/,7<(;3$16,21$5($)76(7%$&.)76(7%$&.)76(7%$&.52%52<&5((.87,/,7<&255,'25)8785(87,/,7<&255,'253$5.,1*63$&(6%8,/',1*6725<'$7$&(17(53$5.,1*63$&(63$5.,1*63$&(6%8,/',1*6725<'$7$&(17(53$5.,1*63$&(63$5.,1*63$&(63$5.,1*63$&(63$5.,1*63$&(63$5.,1*63$&(63$5.,1*63$&(63$5.,1*63$&(63$5.,1*63$&(63$5.,1*63$&(63$5.,1*63$&(6%8,/',1*6725<'$7$&(17(5%8,/',1*6725<'$7$&(17(5%8,/',1*6725<'$7$&(17(5%8,/',1*6725<'$7$&(17(5%8,/',1*6725<'$7$&(17(5%8,/',1*6725<'$7$&(17(5%8,/',1*6725<'$7$&(17(5%8,/',1*6725<'$7$&(17(5%8,/',1*6725<'$7$&(17(5%8,/',1*6725<'$7$&(17(5%8,/',1*6725<'$7$&(17(55(6,'(1&(',675,&75(6,'(1&(',675,&767250:$7(50$1$*(0(17%$6,1'5$,1$*(&+$11(/'5$,1$*(&+$11(/'5$,1$*(&+$11(/7<3('75$16,7,21=21(6((/$1'6&$3('5$:,1*6)25'(7$,/6 )7522)723(48,30(175(675,&7,21=21()7522)723(48,30(175(675,&7,21=21()7522)723(48,30(175(675,&7,21=21(3+$6(3+$6(3+$6(352-(&7&$5',1$/35(/,0,1$5<127)25&216758&7,216,7(3/$1$3/$10$;,080)$51$1$0$;,080/27&29(5$*( 6)  6) 0,1,080/276,=(1$1$&29(5$*($&&(66,%/(3$5.,1*63$&(6 3$5.,1*63$&(65(48,5('3529,'(''$7$&(17(53$5.,1*5$7,2 63$&(63(56)3$5.,1* 6(7%$&.6$33/<21/<727+(3(5,0(7(52)7+(3523(57<,17+((9(177+$77+(3523(57<,65(68%',9,'('7+(5(6+$//%(126(7%$&.6$33/,&$%/(72,17(51$//27/,1(65($5)7)76,'(0,12)/27'(37+0$;)7)7)5217)7)76(7%$&.6%8,/',1*+(,*+7)7 )75(48,5('3529,'('727$/6,7($5($6) $&5(6 7$5*(7=21(&/$660*(1(5$/0$18)$&785,1*6,7('$7$727$/ 6) 6) 1$1$3 %8,/',1* 6) 6) )7)73 %8,/',1* 6) 6) )7)73 %8,/',1* 6) 6) )7)73 %8,/',1* 6) 6) )7)73 %8,/',1* 6) 6) )7)73 %8,/',1* 6) 6) )7)73 %8,/',1* 6) 6) )7)73 %8,/',1* 6) 6) )7)73 %8,/',1* 6) 6) )7)73 %8,/',1* 6) 6) )7)73 %8,/',1* 6) 6) )7)73 %8,/',1* 6) 6) )7)73 %8,/',1* 6) 6) )7)73 %8,/',1* 6) 6) )7)73+$6(%8,/',1*180%(5)22735,17$5($727$/)/225$5($+(,*+7 7232)%8,/',1* +(,*+7 7232)(48,30(17 %8,/',1*$5($6    Section 7 Building Elevations SECOND FLOORSECOND FLOOR T.O. ROOFT.O. ROOF 55' - 0"55' - 0" INSULATED METAL PANELINSULATED METAL PANEL GLAZINGGLAZING PRECAST CONCRETEPRECAST CONCRETE PRECAST CONCRETE PRECAST CONCRETE EQUIPMENT SCREEN WALLEQUIPMENT SCREEN WALL METAL SCUPPER AND LEADERMETAL SCUPPER AND LEADER INSULATED INSULATED METAL PANELMETAL PANEL GLAZINGGLAZING PARAPETPARAPET METAL METAL CANOPYCANOPY T.O. SCREENT.O. SCREEN ROOFTOP ROOFTOP MECHANICAL MECHANICAL EQUIPMENT EQUIPMENT SCREEN WALLSCREEN WALL ELEVATION LEGEND PRECAST CONCRETE PANEL OR SIMILAR - LIGHT GREYINSULATED METAL PANEL OR SIMILAR - MEDIUM GREYGLAZINGPRECAST CONCRETE EQUIPMENT SCREEN WALL P R O J E C T C A R D I N A L P R E L I M I N A R Y - N O T F O R C O N S T R U C T I O NS O U T H E L E V A T I O N A-2 0 6 / 2 0 / 2 5E X T E R N A L F A C I N G SECOND FLOORSECOND FLOOR T.O. ROOFT.O. ROOF 55' - 0"55' - 0" INSULATED METAL PANELINSULATED METAL PANEL GLAZINGGLAZING PRECAST CONCRETEPRECAST CONCRETE PRECAST CONCRETE PRECAST CONCRETE EQUIPMENT SCREEN WALLEQUIPMENT SCREEN WALL ROOFTOP MECHANICAL ROOFTOP MECHANICAL EQUIPMENT SCREEN WALLEQUIPMENT SCREEN WALL METAL CANOPYMETAL CANOPY T.O. SCREENT.O. SCREEN ELEVATION LEGEND PRECAST CONCRETE PANEL OR SIMILAR - LIGHT GREYINSULATED METAL PANEL OR SIMILAR - MEDIUM GREYGLAZINGPRECAST CONCRETE EQUIPMENT SCREEN WALL P R O J E C T C A R D I N A L P R E L I M I N A R Y - N O T F O R C O N S T R U C T I O NE A S T E L E V A T I O N A-3 0 6 / 2 0 / 2 5E X T E R N A L F A C I N G SECOND FLOORSECOND FLOOR T.O. ROOFT.O. ROOF 55' - 0"55' - 0" INSULATED INSULATED METAL PANELMETAL PANEL GLAZINGGLAZINGPRECAST PRECAST CONCRETECONCRETE PRECAST PRECAST CONCRETE CONCRETE EQUIPMENT EQUIPMENT SCREEN WALLSCREEN WALL ROOFTOP MECHANICAL ROOFTOP MECHANICAL EQUIPMENT SCREEN WALLEQUIPMENT SCREEN WALL METAL SCUPPER METAL SCUPPER AND LEADERAND LEADER T.O. SCREENT.O. SCREEN ELEVATION LEGEND PRECAST CONCRETE PANEL OR SIMILAR - LIGHT GREYINSULATED METAL PANEL OR SIMILAR - MEDIUM GREYGLAZINGPRECAST CONCRETE EQUIPMENT SCREEN WALL P R O J E C T C A R D I N A L P R E L I M I N A R Y - N O T F O R C O N S T R U C T I O NN O R T H E L E V A T I O N A-4 0 6 / 2 0 / 2 5I N T E R N A L F A C I N G SECOND FLOORSECOND FLOOR T.O. ROOFT.O. ROOF 55' - 0"55' - 0"PRECAST CONCRETEPRECAST CONCRETE PRECAST CONCRETE PRECAST CONCRETE EQUIPMENT SCREEN WALLEQUIPMENT SCREEN WALL ROOFTOP MECHANICAL ROOFTOP MECHANICAL EQUIPMENT SCREEN WALLEQUIPMENT SCREEN WALL ELEVATION LEGEND PRECAST CONCRETE PANEL OR SIMILAR - LIGHT GREYINSULATED METAL PANEL OR SIMILAR - MEDIUM GREYGLAZINGPRECAST CONCRETE EQUIPMENT SCREEN WALL P R O J E C T C A R D I N A L P R E L I M I N A R Y - N O T F O R C O N S T R U C T I O NW E S T E L E V A T I O N A-5 0 6 / 2 0 / 2 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 L P R E L I M I N A R Y - N O T F O R C O N S T R U C T I O NS O U T H E L E V A T I O N S A-6 0 6 / 2 0 / 2 5 SECOND FLOORSECOND FLOOR T.O. ROOFT.O. ROOF 55' - 0"55' - 0" INSULATED INSULATED METAL PANELMETAL PANEL STOREFRONT STOREFRONT GLAZINGGLAZING METAL CANOPYMETAL CANOPY PRECAST PRECAST CONCRETECONCRETE P R O J E C T C A R D I N A L P R E L I M I N A R Y - N O T F O R C O N S T R U C T I O NF R O N T O F H O U S E A-7 0 6 / 2 0 / 2 5 ASHE ROADASHE ROADPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEROUTE 47ROUTE 47BUILDING 3BUILDING 3 BUILDING 8BUILDING 8 BUILDING 9BUILDING 9 BUILDING 10BUILDING 10 BUILDING 13BUILDING 13 BUILDING 14BUILDING 14 SITE ENTRANCE SITE ENTRANCE FROM GALENA ROADFROM GALENA ROAD SITE ENTRANCE SITE ENTRANCE FROM GALENA ROADFROM GALENA ROADBUILDING 1BUILDING 1 BUILDING 2BUILDING 2 BUILDING 3BUILDING 3 BUILDING 4BUILDING 4 CUSTOMER SUBSTATION BUILDING 5BUILDING 5 BUILDING 6BUILDING 6 BUILDING 7BUILDING 7 BUILDING 8BUILDING 8 BUILDING 9BUILDING 9 BUILDING 10BUILDING 10 BUILDING 11BUILDING 11 BUILDING 14BUILDING 14 BUILDING 12BUILDING 12 BUILDING 13BUILDING 13 SITE SITE ENTRANCEENTRANCE SITE SITE ENTRANCEENTRANCE GALENA ROADGALENA ROAD ROUTE 47ROUTE 47CUSTOMER SUBSTATION UTILITY SWITCHYARD SITE SITE ENTRANCEENTRANCE SITE SITE ENTRANCEENTRANCE ASHE R O A D ASHE R O A D BASELINE ROADBASELINE ROAD P R O J E C T C A R D I N A L P R E L I M I N A R Y - N O T F O R C O N S T R U C T I O NS I T E E L E V A T I O N A-8 0 6 / 2 0 / 2 5SCALE: 1" = 300'-0"1SOUTH SITE ELEVATION - FROM GALENA ROAD GALENA ROADGALENA ROADPROPERTY LINEPROPERTY LINEBUILDING 14BUILDING 14 BASELINE ROADBASELINE ROADPROPERTY LINEPROPERTY LINEBUILDING 12BUILDING 12 BUILDING 7BUILDING 7 BUILDING 1BUILDING 1BUILDING 4BUILDING 4BUILDING 5BUILDING 5BUILDING 6BUILDING 6BUILDING 7BUILDING 7ROUTE 47ROUTE 47PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEASHE ROADASHE ROAD SITE ENTRANCE FROM SITE ENTRANCE FROM BASELINE ROADBASELINE ROAD SITE ENTRANCE FROM SITE ENTRANCE FROM BASELINE ROADBASELINE ROADGALENA ROADGALENA ROADPROPERTY LINEPROPERTY LINEBASELINE ROADBASELINE ROADPROPERTY LINEPROPERTY LINEBUILDING 3BUILDING 3BUILDING 2BUILDING 2BUILDING 1BUILDING 1 SCALE: 1" = 300'-0"1NORTH SITE ELEVATION - FROM BASELINE ROAD SCALE: 1" = 300'-0"2WEST SITE ELEVATION - FROM ASHE ROAD P R O J E C T C A R D I N A L P R E L I M I N A R Y - N O T F O R C O N S T R U C T I O NS I T E E L E V A T l O N A-9 0 6 / 2 0 / 2 5SCALE: 1" = 300'-0"3EAST SITE ELEVATION - FROM ROUTE 47 P R O J E C T C A R D I N A L P R E L I M I N A R Y - N O T F O R C O N S T R U C T I O NP E R S P E C T I V E A-10 0 6 / 2 5 / 2 5SCALE: NTS1PERSPECTIVE: FRONT OF HOUSE CORNER SCALE: NTS2PERSPECTIVE: ROOFTOP EQUIPMENT FROM PARKING LOT PG CONTACT:123DRAWN BY:DESCRIPTIONDESCRIPTIONREVISIONSPROJECT NAME:CLIENT NAME:DESCRIPTION847.228.1199Josh Burgejosh.burge@pg-enlighten.comXX/XX/XXXXXX/XX/XXXXXX/XX/XXXXPage 1 of 2Date:7/1/2025NOTESPG-ENLIGHTEN IS NEITHER LICENSED NOR INSURED TO DETERMINE CODE COMPLIANCE.CODE COMPLIANCE REVIEW BY OTHERS.ANY VARIANCE FROM REFLECTANCE VALUES, OBSTRUCTIONS, LIGHT LOSS FACTORS ORDIMENSIONAL DATA WILL AFFECT THE ACTUAL LIGHT LEVELS OBTAINED.THIS ANALYSIS IS A MATHEMATICAL MODEL AND CAN BE ONLY AS ACCURATE AS ISPERMITTED BY THE THIRD-PARTY SOFTWARE AND THE IES STANDARDS USED.FIXTURE TYPES AND QUANTITIES MAY CHANGE BASED ON UNKNOWN OBSTRUCTIONS ORFIELD CONDITIONS. THESE CHANGES MAY RESULT IN AN INCREASED QUANTITY OF FIXTURES.FIXTURE TYPES AND QUANTITIES BASED ON PROVIDED LAYOUT AND DRAWINGS ARE FORREFERENCE ONLY. TYPES AND QUANTITIES MAY CHANGE WITH FUTURE REVISIONS.CALCULATION GRID VALUES 10'-0" O.C.Margulies Hoelzli ArchitectureLisa Bernacchilisa.bernacchi@pg-enlighten.com708.205.6182DATA CENTER - PROJECT CARDINAL SITELuminaire Location SummaryLumNoLabelMtg Ht1VAM-21L-U-40-T4Luminaire Schedule - Part numbers are provided by the manufacturer and are only intended to be used as a reference to output and optics used.SymbolQtyTagManufacturerDescription25ArrangementLuminaire LumensLuminaire Watts2LLFVAM-21L-U-40-T4253Calculation SummaryLabelCalcTypeUnitsAvgMaxMinMax/MinVAM-21L-U-40-T4254VAM-21L-U-40-T4255VAM-21L-U-40-T42521P1Industrial Lighting Products IncVAM-21L-U-40-T4-[PMB;SLPF]6VAM-21L-U-40-T425Avg/MinFULL AREA_FULL AREAIlluminanceFc0.967.40.0N.A.N.A.7VAM-21L-U-40-T4258VAM-21L-U-40-T4259VAM-21L-U-40-T4Single23204NORTH LOT CALC194.570.9002510VAM-21L-U-40-T42511VAM-21L-U-40-T425Illuminance12VAM-21L-U-40-T42513VAM-21L-U-40-T425Fc1.437.40.416W1Industrial Lighting Products IncVAM-21L-U-40-T4-[PMB;SLPF]Single23204194.570.90014VAM-21L-U-40-T42537VAM-21L-U-40-T4_12518.503.58PARKING AREA15VAM-21L-U-40-T42516VAM-21L-U-40-T42517VAM-21L-U-40-T4_12518VAM-21L-U-40-T4_12519VAM-21L-U-40-T4_12520VAM-21L-U-40-T4_12521VAM-21L-U-40-T4_12522VAM-21L-U-40-T4_12523VAM-21L-U-40-T4_12524VAM-21L-U-40-T4_12525VAM-21L-U-40-T4_12526VAM-21L-U-40-T4_12527VAM-21L-U-40-T4_12528VAM-21L-U-40-T4_12529VAM-21L-U-40-T4_12530VAM-21L-U-40-T4_12531VAM-21L-U-40-T4_12532VAM-21L-U-40-T4_12533VAM-21L-U-40-T4_12534VAM-21L-U-40-T4_12535VAM-21L-U-40-T4_12536VAM-21L-U-40-T4_125IlluminanceFc1.386.20.320.674.60SOUTH LOT CALCIlluminanceFc1.406.80.168.0014.00300 PARKING SPACESBUILDING 62 STORYDATA CENTERW11MH: 25W1MH: 252W13MH: 25W1MH: 254W15MH: 256MH: 25W1W1MH: 257W1MH: 258W1MH: 259W110MH: 25W1MH: 2511W112MH: 25MH: 2513W1W1MH: 2514W1MH: 2515W1MH: 2516P1MH: 2517P1MH: 251819MH: 25P1P1MH: 2520P1MH: 2521P1MH: 2522P1MH: 2523P1MH: 2524P125MH: 25P1MH: 2526P1MH: 2527P128MH: 25P1MH: 2529P1MH: 253031MH: 25P1P1MH: 2532P133MH: 25P1MH: 2534P135MH: 2536P1MH: 25P1MH: 25370.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.5 0.6 0.6 0.5 0.3 0.2 0.2 0.1 0.1 0.2 0.2 0.2 0.4 0.5 0.6 0.6 0.5 0.3 0.2 0.2 0.2 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.2 0.2 0.3 0.5 0.6 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.2 0.2 0.3 0.5 0.7 0.7 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.7 0.8 0.6 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.2 0.3 0.3 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.4 0.7 1.0 1.3 1.3 1.0 0.6 0.4 0.3 0.2 0.2 0.3 0.3 0.4 0.7 1.0 1.3 1.3 1.0 0.6 0.4 0.3 0.3 0.3 0.3 0.3 0.5 0.8 1.1 1.4 1.2 0.8 0.5 0.3 0.3 0.2 0.3 0.3 0.4 0.6 0.9 1.3 1.4 1.1 0.7 0.4 0.3 0.3 0.2 0.3 0.3 0.4 0.6 1.0 1.4 1.6 1.3 0.8 0.5 0.3 0.3 0.2 0.2 0.2 0.3 0.4 0.6 1.0 1.5 1.6 1.3 0.8 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.1 0.1 0.1 0.3 0.5 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.6 0.8 1.3 2.1 2.9 2.8 2.0 1.2 0.7 0.6 0.5 0.4 0.5 0.6 0.8 1.3 2.1 2.9 2.8 1.9 1.1 0.7 0.6 0.5 0.5 0.5 0.7 0.9 1.6 2.4 3.0 2.5 1.7 1.0 0.7 0.5 0.5 0.5 0.6 0.7 1.1 1.9 2.7 3.0 2.2 1.4 0.8 0.6 0.5 0.4 0.5 0.6 0.8 1.2 2.1 3.1 3.5 2.7 1.6 1.0 0.7 0.5 0.4 0.4 0.4 0.6 0.8 1.2 2.1 3.2 3.5 2.7 1.6 1.0 0.7 0.6 0.5 0.4 0.5 0.5 0.6 0.6 0.6 0.5 0.4 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.00.1 0.1 0.1 0.2 0.4 0.7 0.9 1.0 1.0 0.9 0.7 0.6 0.6 0.7 1.0 1.5 2.4 4.2 6.0 5.8 3.9 2.2 1.3 0.9 0.7 0.6 0.7 1.0 1.5 2.5 4.3 6.1 5.8 3.8 2.1 1.3 0.9 0.7 0.7 0.8 1.2 1.7 3.0 5.0 6.3 5.2 3.2 1.8 1.1 0.8 0.7 0.7 1.0 1.3 2.1 3.6 5.6 6.1 4.5 2.6 1.5 1.0 0.7 0.6 0.7 0.9 1.4 2.1 3.8 5.9 6.5 5.0 2.9 1.6 1.1 0.7 0.5 0.5 0.6 0.9 1.4 2.2 3.9 6.0 6.5 4.9 2.8 1.6 1.1 0.8 0.6 0.6 0.7 0.8 0.9 1.0 1.0 0.9 0.6 0.3 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.00.1 0.1 0.2 0.3 0.6 1.1 1.4 1.5 1.4 1.2 1.0 0.8 0.7 0.9 1.2 1.8 3.1 5.0 6.2 5.9 4.6 2.8 1.6 1.1 0.8 0.7 0.9 1.3 1.9 3.2 5.0 6.2 5.9 4.5 2.7 1.6 1.1 0.9 0.8 1.0 1.4 2.2 3.8 5.6 6.2 5.6 3.9 2.3 1.4 1.0 0.8 0.9 1.1 1.6 2.7 4.5 6.0 6.1 5.1 3.3 1.9 1.2 0.9 0.7 0.8 1.1 1.6 2.6 4.4 5.6 5.8 5.0 3.4 2.0 1.3 0.8 0.6 0.6 0.7 1.1 1.6 2.6 4.4 5.7 5.8 5.0 3.3 2.0 1.3 0.9 0.7 0.7 0.8 1.1 1.4 1.6 1.6 1.4 1.0 0.4 0.2 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.00.1 0.1 0.2 0.3 0.5 0.9 1.8 2.4 2.4 2.0 1.5 1.2 0.9 0.8 0.9 1.3 1.9 2.9 4.1 4.6 4.5 3.8 2.6 1.7 1.2 0.9 0.8 0.9 1.3 1.9 2.9 4.1 4.6 4.4 3.8 2.5 1.7 1.2 0.9 0.9 1.1 1.5 2.2 3.4 4.4 4.6 4.3 3.4 2.2 1.5 1.1 0.9 0.9 1.2 1.7 2.6 3.8 4.5 4.5 4.1 2.9 1.9 1.3 0.9 0.8 0.8 1.1 1.6 2.4 3.4 4.2 4.2 3.8 2.8 1.9 1.3 0.9 0.7 0.6 0.7 1.1 1.6 2.4 3.5 4.2 4.2 3.8 2.8 1.9 1.3 1.0 0.8 0.8 1.0 1.3 1.8 2.3 2.6 2.4 1.5 0.7 0.4 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.00.1 0.1 0.2 0.4 0.8 1.6 3.2 4.2 3.8 2.6 1.8 1.3 1.0 0.8 0.9 1.2 1.7 2.3 2.6 2.9 2.9 2.5 2.1 1.6 1.1 0.9 0.8 0.9 1.2 1.8 2.3 2.7 2.9 2.9 2.5 2.1 1.6 1.1 0.9 0.9 1.0 1.4 1.9 2.4 2.8 3.0 2.8 2.3 1.9 1.4 1.0 0.9 0.9 1.1 1.6 2.1 2.5 2.9 2.9 2.6 2.2 1.7 1.2 0.9 0.8 0.8 1.1 1.5 1.9 2.3 2.6 2.7 2.5 2.1 1.7 1.2 0.9 0.6 0.6 0.7 1.0 1.5 2.0 2.3 2.6 2.7 2.4 2.1 1.7 1.3 0.9 0.8 0.8 1.1 1.5 2.2 3.2 4.4 4.3 2.5 1.2 0.6 0.3 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.00.1 0.1 0.3 0.5 1.1 2.3 5.0 6.0 4.6 3.1 2.0 1.4 1.0 0.8 0.9 1.1 1.4 1.6 1.8 1.9 1.9 1.7 1.5 1.3 1.0 0.8 0.8 0.8 1.1 1.4 1.6 1.8 1.9 1.9 1.7 1.5 1.3 1.0 0.9 0.8 1.0 1.2 1.5 1.7 1.9 1.9 1.8 1.7 1.5 1.2 1.0 0.8 0.8 1.0 1.3 1.6 1.8 1.9 1.9 1.8 1.6 1.4 1.1 0.9 0.7 0.8 0.9 1.2 1.4 1.6 1.7 1.7 1.7 1.5 1.3 1.0 0.8 0.6 0.6 0.7 0.9 1.2 1.4 1.6 1.7 1.7 1.7 1.5 1.3 1.1 0.9 0.8 0.8 1.2 1.6 2.4 3.8 5.3 6.3 3.8 1.7 0.8 0.4 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.00.1 0.1 0.3 0.6 1.2 2.6 5.6 6.5 4.9 3.3 2.1 1.5 1.0 0.8 0.8 0.9 1.0 1.2 1.3 1.3 1.3 1.2 1.1 1.0 0.8 0.7 0.7 0.8 0.9 1.0 1.2 1.3 1.3 1.3 1.2 1.1 1.0 0.9 0.8 0.7 0.8 0.9 1.1 1.2 1.3 1.3 1.3 1.2 1.1 1.0 0.8 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.3 1.2 1.1 1.0 0.9 0.8 0.7 0.7 0.8 0.9 1.0 1.1 1.2 1.2 1.1 1.1 0.9 0.8 0.7 0.6 0.6 0.6 0.7 0.9 1.0 1.1 1.2 1.2 1.2 1.1 1.0 0.8 0.7 0.7 0.8 1.2 1.6 2.4 3.9 5.4 6.6 4.3 1.9 0.9 0.4 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.00.1 0.1 0.2 0.5 1.0 2.0 4.2 5.4 4.6 3.0 2.1 1.5 1.1 0.8 0.7 0.7 0.8 0.8 0.9 0.9 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.6 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.8 0.7 0.7 0.7 0.6 0.7 0.7 0.8 0.8 0.9 0.8 0.9 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.9 0.8 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.7 0.7 0.8 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.6 0.6 0.7 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.9 1.2 1.6 2.3 3.5 4.7 5.1 3.1 1.5 0.7 0.3 0.2 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.00.1 0.1 0.2 0.3 0.6 1.3 2.6 3.6 3.4 2.6 1.9 1.4 1.1 0.8 0.7 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.6 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.8 1.1 1.5 2.0 2.6 3.2 3.0 1.9 0.9 0.5 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.00.1 0.1 0.1 0.2 0.4 0.7 1.5 2.0 2.2 2.1 1.7 1.4 1.1 0.9 0.8 0.7 0.7 0.7 0.6 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.7 0.7 0.7 0.6 0.7 0.7 0.6 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.6 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1.0 1.3 1.6 1.8 2.0 2.0 1.8 1.6 1.2 0.9 0.8 0.8 0.8 0.9 1.2 1.5 1.7 1.8 1.8 1.7 1.5 1.1 0.9 0.8 0.7 0.7 0.8 0.9 1.2 1.5 1.7 1.8 1.8 1.8 1.5 1.1 0.9 0.8 0.7 0.7 0.8 1.0 1.3 1.6 1.7 1.4 0.8 0.4 0.2 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.1 0.2 0.3 0.7 1.1 1.2 1.1 1.0 0.9 0.8 0.9 1.0 1.2 1.7 2.4 2.9 3.1 3.0 2.5 1.8 1.2 1.0 0.9 0.8 0.9 1.2 1.7 2.3 2.9 3.1 2.9 2.4 1.7 1.2 1.0 0.9 0.9 1.0 1.3 1.9 2.6 3.0 3.1 2.8 2.2 1.5 1.1 0.9 0.9 0.9 1.1 1.5 2.1 2.7 3.0 3.0 2.6 1.9 1.3 1.0 0.8 0.8 0.8 1.0 1.4 2.0 2.5 2.7 2.7 2.5 1.9 1.3 0.9 0.8 0.7 0.7 0.8 1.0 1.4 2.0 2.5 2.8 2.8 2.5 1.9 1.3 1.0 0.8 0.7 0.6 0.7 0.8 0.9 1.0 1.0 0.9 0.5 0.3 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.2 0.5 0.7 0.8 0.8 0.7 0.7 0.7 0.8 0.9 1.2 1.8 2.9 4.2 4.7 4.2 2.9 1.8 1.2 0.9 0.8 0.8 0.9 1.1 1.7 2.8 4.1 4.6 4.1 2.8 1.7 1.2 0.9 0.8 0.8 0.9 1.3 2.0 3.2 4.4 4.6 3.6 2.4 1.5 1.1 0.9 0.8 0.8 1.0 1.5 2.4 3.7 4.6 4.4 3.2 2.0 1.3 1.0 0.8 0.7 0.8 1.0 1.4 2.3 3.5 4.2 4.2 3.2 2.1 1.3 0.9 0.7 0.6 0.6 0.7 1.0 1.5 2.4 3.6 4.3 4.2 3.2 2.1 1.3 1.0 0.7 0.6 0.5 0.5 0.6 0.7 0.7 0.7 0.6 0.3 0.2 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.3 0.4 0.5 0.5 0.5 0.5 0.6 0.7 0.8 1.0 1.4 2.4 3.8 4.6 3.6 2.3 1.4 1.0 0.7 0.6 0.6 0.7 0.9 1.4 2.3 3.7 4.5 3.5 2.3 1.3 1.0 0.7 0.6 0.6 0.8 1.0 1.6 2.7 4.2 4.4 3.0 1.9 1.2 0.9 0.6 0.6 0.6 0.8 1.2 2.0 3.2 4.5 4.0 2.6 1.5 1.0 0.8 0.6 0.5 0.6 0.9 1.2 2.0 3.4 4.7 4.4 2.9 1.7 1.1 0.8 0.6 0.5 0.5 0.6 0.9 1.3 2.1 3.5 4.8 4.3 3.0 1.8 1.2 0.9 0.6 0.5 0.4 0.4 0.4 0.5 0.5 0.5 0.4 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.5 0.6 0.8 1.4 2.3 2.8 2.2 1.3 0.7 0.5 0.4 0.3 0.3 0.4 0.5 0.8 1.4 2.2 2.7 2.1 1.2 0.7 0.5 0.4 0.3 0.3 0.4 0.5 0.9 1.6 2.5 2.6 1.8 1.0 0.6 0.4 0.3 0.3 0.3 0.4 0.6 1.1 1.9 2.7 2.4 1.5 0.8 0.5 0.4 0.3 0.3 0.4 0.5 0.7 1.2 2.1 3.0 2.7 1.8 0.9 0.6 0.4 0.3 0.3 0.3 0.4 0.5 0.7 1.3 2.2 3.1 2.8 1.8 1.0 0.7 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.5 0.7 1.1 1.3 1.1 0.7 0.4 0.3 0.2 0.2 0.2 0.2 0.3 0.4 0.7 1.1 1.3 1.0 0.6 0.4 0.2 0.2 0.1 0.2 0.2 0.3 0.5 0.8 1.2 1.2 0.9 0.5 0.3 0.2 0.2 0.1 0.2 0.2 0.3 0.6 0.9 1.2 1.1 0.7 0.4 0.3 0.2 0.1 0.1 0.2 0.2 0.4 0.6 1.1 1.5 1.4 0.9 0.5 0.3 0.2 0.2 0.1 0.2 0.2 0.3 0.4 0.7 1.1 1.6 1.4 0.9 0.6 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.5 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.6 0.6 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.0 0.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.0 0.0 0.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.0 0.00.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0PARKING AREASOUTH LOT CALCNORTH LOT CALC NOTESPG-ENLIGHTEN IS NEITHER LICENSED NOR INSURED TO DETERMINE CODE COMPLIANCE.CODE COMPLIANCE REVIEW BY OTHERS.ANY VARIANCE FROM REFLECTANCE VALUES, OBSTRUCTIONS, LIGHT LOSS FACTORS ORDIMENSIONAL DATA WILL AFFECT THE ACTUAL LIGHT LEVELS OBTAINED.THIS ANALYSIS IS A MATHEMATICAL MODEL AND CAN BE ONLY AS ACCURATE AS ISPERMITTED BY THE THIRD-PARTY SOFTWARE AND THE IES STANDARDS USED.FIXTURE TYPES AND QUANTITIES MAY CHANGE BASED ON UNKNOWN OBSTRUCTIONS ORFIELD CONDITIONS. THESE CHANGES MAY RESULT IN AN INCREASED QUANTITY OF FIXTURES.FIXTURE TYPES AND QUANTITIES BASED ON PROVIDED LAYOUT AND DRAWINGS ARE FORREFERENCE ONLY. TYPES AND QUANTITIES MAY CHANGE WITH FUTURE REVISIONS.CALCULATION GRID VALUES 10'-0" O.C.PG CONTACT:123DRAWN BY:DESCRIPTIONDESCRIPTIONREVISIONSPROJECT NAME:CLIENT NAME:DESCRIPTION847.228.1199Josh Burgejosh.burge@pg-enlighten.comXX/XX/XXXXXX/XX/XXXXXX/XX/XXXXPage 2 of 2Date:7/1/2025Margulies Hoelzli ArchitectureLisa Bernacchilisa.bernacchi@pg-enlighten.com708.205.6182DATA CENTER - PROJECT CARDINAL SITELuminaire Schedule - Part numbers are provided by the manufacturer and are only intended to be used as a reference to output and optics used.SymbolQtyTagManufacturerDescriptionArrangementCalculation SummaryLuminaire Location SummaryLumNoLabelMtg Ht1VAM-21L-U-40-T425Luminaire LumensLuminaire WattsLLF2VAM-21L-U-40-T4253VAM-21L-U-40-T4254VAM-21L-U-40-T4255VAM-21L-U-40-T425LabelCalcTypeUnits21P1Industrial Lighting Products IncVAM-21L-U-40-T4-[PMB;SLPF]SingleAvgMax6VAM-21L-U-40-T42523204194.570.9007VAM-21L-U-40-T4258VAM-21L-U-40-T4259VAM-21L-U-40-T42510VAM-21L-U-40-T4MinMax/MinAvg/MinFULL AREA_FULL AREAIlluminanceFc0.967.40.0N.A.N.A.NORTH LOT CALCIlluminance16W1Industrial Lighting Products IncVAM-21L-U-40-T4-[PMB;SLPF]2511VAM-21L-U-40-T42512VAM-21L-U-40-T42513VAM-21L-U-40-T42514Fc1.437.40.4Single23204194.570.900VAM-21L-U-40-T42515VAM-21L-U-40-T42516VAM-21L-U-40-T42517VAM-21L-U-40-T4_12518VAM-21L-U-40-T4_12519VAM-21L-U-40-T4_12520VAM-21L-U-40-T4_12521VAM-21L-U-40-T4_12522VAM-21L-U-40-T4_12523VAM-21L-U-40-T4_12524VAM-21L-U-40-T4_12525VAM-21L-U-40-T4_12526VAM-21L-U-40-T4_12527VAM-21L-U-40-T4_12528VAM-21L-U-40-T4_12529VAM-21L-U-40-T4_12530VAM-21L-U-40-T4_12531VAM-21L-U-40-T4_12532VAM-21L-U-40-T4_12533VAM-21L-U-40-T4_12534VAM-21L-U-40-T4_12535VAM-21L-U-40-T4_12536VAM-21L-U-40-T4_12537VAM-21L-U-40-T4_1253.58PARKING AREAIlluminanceFc1.386.20.320.674.6018.50SOUTH LOT CALCIlluminanceFc1.406.80.168.0014.00300 PARKING SPACESBUILDING 62 STORYDATA CENTERW1MH: 25.5.5.51W1MH: 25.5.52.5MH: 25.5.53W1.5W1MH: 254.5.5.5MH: 255.5W1.5.56.5.5.5W1MH: 25MH: 257.5.5W1.5W1MH: 25.5.58.5.5.5.59W1MH: 25MH: 25W1.5.510.5MH: 25.5.511W1.5MH: 2512.5.5W1.5.5.5.513MH: 25W1MH: 25W1.5.514.5MH: 25W1.5.515.5W1.5MH: 25.516.5P1MH: 25.5.517.5MH: 25.5.5.5P118MH: 25.5.519P1.5P1MH: 25.5.520.5P1MH: 2521.5.5.5MH: 2522.5P1.5.5MH: 25.5.523P1.5.5.5.524MH: 25P1P1MH: 25.5.525.5P1MH: 2526.5.5.5MH: 25P1.5.527.5MH: 25P1.5.528.5MH: 25.5.529P1.5P1MH: 2530.5.5.531.5.5.5P1MH: 25P1MH: 25.5.532.5MH: 25.5.533P1.5MH: 25.5.534P1.535.5.5.5MH: 25P1P1MH: 25.536.5.5MH: 25P137.5.5.50.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 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0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.2 0.3 0.3 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.4 0.7 1.0 1.3 1.3 1.0 0.6 0.4 0.3 0.2 0.2 0.3 0.3 0.4 0.7 1.0 1.3 1.3 1.0 0.6 0.4 0.3 0.3 0.3 0.3 0.3 0.5 0.8 1.1 1.4 1.2 0.8 0.5 0.3 0.3 0.2 0.3 0.3 0.4 0.6 0.9 1.3 1.4 1.1 0.7 0.4 0.3 0.3 0.2 0.3 0.3 0.4 0.6 1.0 1.4 1.6 1.3 0.8 0.5 0.3 0.3 0.2 0.2 0.2 0.3 0.4 0.6 1.0 1.5 1.6 1.3 0.8 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.1 0.1 0.1 0.3 0.5 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.6 0.8 1.3 2.1 2.9 2.8 2.0 1.2 0.7 0.6 0.5 0.4 0.5 0.6 0.8 1.3 2.1 2.9 2.8 1.9 1.1 0.7 0.6 0.5 0.5 0.5 0.7 0.9 1.6 2.4 3.0 2.5 1.7 1.0 0.7 0.5 0.5 0.5 0.6 0.7 1.1 1.9 2.7 3.0 2.2 1.4 0.8 0.6 0.5 0.4 0.5 0.6 0.8 1.2 2.1 3.1 3.5 2.7 1.6 1.0 0.7 0.5 0.4 0.4 0.4 0.6 0.8 1.2 2.1 3.2 3.5 2.7 1.6 1.0 0.7 0.6 0.5 0.4 0.5 0.5 0.6 0.6 0.6 0.5 0.4 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.00.1 0.1 0.1 0.2 0.4 0.7 0.9 1.0 1.0 0.9 0.7 0.6 0.6 0.7 1.0 1.5 2.4 4.2 6.0 5.8 3.9 2.2 1.3 0.9 0.7 0.6 0.7 1.0 1.5 2.5 4.3 6.1 5.8 3.8 2.1 1.3 0.9 0.7 0.7 0.8 1.2 1.7 3.0 5.0 6.3 5.2 3.2 1.8 1.1 0.8 0.7 0.7 1.0 1.3 2.1 3.6 5.6 6.1 4.5 2.6 1.5 1.0 0.7 0.6 0.7 0.9 1.4 2.1 3.8 5.9 6.5 5.0 2.9 1.6 1.1 0.7 0.5 0.5 0.6 0.9 1.4 2.2 3.9 6.0 6.5 4.9 2.8 1.6 1.1 0.8 0.6 0.6 0.7 0.8 0.9 1.0 1.0 0.9 0.6 0.3 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.00.1 0.1 0.2 0.3 0.6 1.1 1.4 1.5 1.4 1.2 1.0 0.8 0.7 0.9 1.2 1.8 3.1 5.0 6.2 5.9 4.6 2.8 1.6 1.1 0.8 0.7 0.9 1.3 1.9 3.2 5.0 6.2 5.9 4.5 2.7 1.6 1.1 0.9 0.8 1.0 1.4 2.2 3.8 5.6 6.2 5.6 3.9 2.3 1.4 1.0 0.8 0.9 1.1 1.6 2.7 4.5 6.0 6.1 5.1 3.3 1.9 1.2 0.9 0.7 0.8 1.1 1.6 2.6 4.4 5.6 5.8 5.0 3.4 2.0 1.3 0.8 0.6 0.6 0.7 1.1 1.6 2.6 4.4 5.7 5.8 5.0 3.3 2.0 1.3 0.9 0.7 0.7 0.8 1.1 1.4 1.6 1.6 1.4 1.0 0.4 0.2 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.00.1 0.1 0.2 0.3 0.5 0.9 1.8 2.4 2.4 2.0 1.5 1.2 0.9 0.8 0.9 1.3 1.9 2.9 4.1 4.6 4.5 3.8 2.6 1.7 1.2 0.9 0.8 0.9 1.3 1.9 2.9 4.1 4.6 4.4 3.8 2.5 1.7 1.2 0.9 0.9 1.1 1.5 2.2 3.4 4.4 4.6 4.3 3.4 2.2 1.5 1.1 0.9 0.9 1.2 1.7 2.6 3.8 4.5 4.5 4.1 2.9 1.9 1.3 0.9 0.8 0.8 1.1 1.6 2.4 3.4 4.2 4.2 3.8 2.8 1.9 1.3 0.9 0.7 0.6 0.7 1.1 1.6 2.4 3.5 4.2 4.2 3.8 2.8 1.9 1.3 1.0 0.8 0.8 1.0 1.3 1.8 2.3 2.6 2.4 1.5 0.7 0.4 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.00.1 0.1 0.2 0.4 0.8 1.6 3.2 4.2 3.8 2.6 1.8 1.3 1.0 0.8 0.9 1.2 1.7 2.3 2.6 2.9 2.9 2.5 2.1 1.6 1.1 0.9 0.8 0.9 1.2 1.8 2.3 2.7 2.9 2.9 2.5 2.1 1.6 1.1 0.9 0.9 1.0 1.4 1.9 2.4 2.8 3.0 2.8 2.3 1.9 1.4 1.0 0.9 0.9 1.1 1.6 2.1 2.5 2.9 2.9 2.6 2.2 1.7 1.2 0.9 0.8 0.8 1.1 1.5 1.9 2.3 2.6 2.7 2.5 2.1 1.7 1.2 0.9 0.6 0.6 0.7 1.0 1.5 2.0 2.3 2.6 2.7 2.4 2.1 1.7 1.3 0.9 0.8 0.8 1.1 1.5 2.2 3.2 4.4 4.3 2.5 1.2 0.6 0.3 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.00.1 0.1 0.3 0.5 1.1 2.3 5.0 6.0 4.6 3.1 2.0 1.4 1.0 0.8 0.9 1.1 1.4 1.6 1.8 1.9 1.9 1.7 1.5 1.3 1.0 0.8 0.8 0.8 1.1 1.4 1.6 1.8 1.9 1.9 1.7 1.5 1.3 1.0 0.9 0.8 1.0 1.2 1.5 1.7 1.9 1.9 1.8 1.7 1.5 1.2 1.0 0.8 0.8 1.0 1.3 1.6 1.8 1.9 1.9 1.8 1.6 1.4 1.1 0.9 0.7 0.8 0.9 1.2 1.4 1.6 1.7 1.7 1.7 1.5 1.3 1.0 0.8 0.6 0.6 0.7 0.9 1.2 1.4 1.6 1.7 1.7 1.7 1.5 1.3 1.1 0.9 0.8 0.8 1.2 1.6 2.4 3.8 5.3 6.3 3.8 1.7 0.8 0.4 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.00.1 0.1 0.3 0.6 1.2 2.6 5.6 6.5 4.9 3.3 2.1 1.5 1.0 0.8 0.8 0.9 1.0 1.2 1.3 1.3 1.3 1.2 1.1 1.0 0.8 0.7 0.7 0.8 0.9 1.0 1.2 1.3 1.3 1.3 1.2 1.1 1.0 0.9 0.8 0.7 0.8 0.9 1.1 1.2 1.3 1.3 1.3 1.2 1.1 1.0 0.8 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.3 1.2 1.1 1.0 0.9 0.8 0.7 0.7 0.8 0.9 1.0 1.1 1.2 1.2 1.1 1.1 0.9 0.8 0.7 0.6 0.6 0.6 0.7 0.9 1.0 1.1 1.2 1.2 1.2 1.1 1.0 0.8 0.7 0.7 0.8 1.2 1.6 2.4 3.9 5.4 6.6 4.3 1.9 0.9 0.4 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.00.1 0.1 0.2 0.5 1.0 2.0 4.2 5.4 4.6 3.0 2.1 1.5 1.1 0.8 0.7 0.7 0.8 0.8 0.9 0.9 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.6 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.8 0.7 0.7 0.7 0.6 0.7 0.7 0.8 0.8 0.9 0.8 0.9 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.9 0.8 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.7 0.7 0.8 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.6 0.6 0.7 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.9 1.2 1.6 2.3 3.5 4.7 5.1 3.1 1.5 0.7 0.3 0.2 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.00.1 0.1 0.2 0.3 0.6 1.3 2.6 3.6 3.4 2.6 1.9 1.4 1.1 0.8 0.7 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.6 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.8 1.1 1.5 2.0 2.6 3.2 3.0 1.9 0.9 0.5 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.00.1 0.1 0.1 0.2 0.4 0.7 1.5 2.0 2.2 2.1 1.7 1.4 1.1 0.9 0.8 0.7 0.7 0.7 0.6 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.7 0.7 0.7 0.6 0.7 0.7 0.6 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.8 1.0 1.3 1.6 1.8 1.9 1.7 1.1 0.5 0.3 0.2 0.1 0.10.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.00.1 0.1 0.2 0.3 0.5 1.0 1.3 1.5 1.5 1.5 1.4 1.2 1.1 1.1 1.0 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.8 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.8 0.9 0.9 0.9 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.8 0.9 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0.2 0.3 0.4 0.6 0.9 1.2 1.5 1.8 2.0 2.0 2.0 1.8 1.5 1.2 0.8 0.5 0.3 0.3 0.2 0.3 0.4 0.6 0.9 1.2 1.5 1.8 2.0 2.1 2.1 1.9 1.6 1.3 1.0 0.8 0.7 0.6 0.5 0.5 0.4 0.3 0.2 0.1 0.1 0.10.0 0.00.3 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.4 0.6 0.8 1.1 1.6 2.1 2.7 3.2 3.3 3.0 2.6 2.0 1.3 0.9 0.5 0.3 0.2 0.2 0.3 0.4 0.6 1.0 1.4 2.0 2.6 3.1 3.2 3.0 2.6 2.0 1.4 0.9 0.5 0.3 0.2 0.2 0.3 0.4 0.6 0.9 1.4 2.0 2.5 3.1 3.3 3.0 2.6 2.0 1.4 0.9 0.5 0.3 0.2 0.2 0.3 0.4 0.6 1.0 1.4 2.0 2.5 3.1 3.2 3.0 2.6 2.0 1.4 0.9 0.5 0.3 0.2 0.2 0.3 0.4 0.6 0.9 1.4 2.0 2.5 3.1 3.3 3.1 2.6 2.1 1.5 1.0 0.7 0.5 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.10.0 0.0 0.00.6 0.6 0.6 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.10.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.4 0.5 0.7 1.1 1.6 2.4 3.8 4.8 5.0 4.7 3.5 2.2 1.4 0.9 0.5 0.3 0.2 0.2 0.3 0.4 0.6 1.0 1.5 2.4 3.7 4.7 5.0 4.7 3.5 2.2 1.4 0.9 0.5 0.3 0.2 0.2 0.3 0.4 0.6 1.0 1.5 2.3 3.64.75.0 4.8 3.6 2.3 1.5 0.9 0.5 0.3 0.2 0.2 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2.5 1.9 1.3 0.9 0.8 0.7 0.7 0.8 1.0 1.4 2.0 2.5 2.8 2.8 2.5 1.9 1.3 1.0 0.8 0.7 0.6 0.7 0.8 0.9 1.0 1.0 0.9 0.5 0.3 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.2 0.5 0.7 0.8 0.8 0.7 0.7 0.7 0.8 0.9 1.2 1.8 2.9 4.2 4.7 4.2 2.9 1.8 1.2 0.9 0.8 0.8 0.9 1.1 1.7 2.8 4.1 4.6 4.1 2.8 1.7 1.2 0.9 0.8 0.8 0.9 1.3 2.0 3.2 4.4 4.6 3.6 2.4 1.5 1.1 0.9 0.8 0.8 1.0 1.5 2.4 3.7 4.6 4.4 3.2 2.0 1.3 1.0 0.8 0.7 0.8 1.0 1.4 2.3 3.5 4.2 4.2 3.2 2.1 1.3 0.9 0.7 0.6 0.6 0.7 1.0 1.5 2.4 3.6 4.3 4.2 3.2 2.1 1.3 1.0 0.7 0.6 0.5 0.5 0.6 0.7 0.7 0.7 0.6 0.3 0.2 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.3 0.4 0.5 0.5 0.5 0.5 0.6 0.7 0.8 1.0 1.4 2.4 3.8 4.6 3.6 2.3 1.4 1.0 0.7 0.6 0.6 0.7 0.9 1.4 2.3 3.7 4.5 3.5 2.3 1.3 1.0 0.7 0.6 0.6 0.8 1.0 1.6 2.7 4.2 4.4 3.0 1.9 1.2 0.9 0.6 0.6 0.6 0.8 1.2 2.0 3.2 4.5 4.0 2.6 1.5 1.0 0.8 0.6 0.5 0.6 0.9 1.2 2.0 3.4 4.7 4.4 2.9 1.7 1.1 0.8 0.6 0.5 0.5 0.6 0.9 1.3 2.1 3.5 4.8 4.3 3.0 1.8 1.2 0.9 0.6 0.5 0.4 0.4 0.4 0.5 0.5 0.5 0.4 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.5 0.6 0.8 1.4 2.3 2.8 2.2 1.3 0.7 0.5 0.4 0.3 0.3 0.4 0.5 0.8 1.4 2.2 2.7 2.1 1.2 0.7 0.5 0.4 0.3 0.3 0.4 0.5 0.9 1.6 2.5 2.6 1.8 1.0 0.6 0.4 0.3 0.3 0.3 0.4 0.6 1.1 1.9 2.7 2.4 1.5 0.8 0.5 0.4 0.3 0.3 0.4 0.5 0.7 1.2 2.1 3.0 2.7 1.8 0.9 0.6 0.4 0.3 0.3 0.3 0.4 0.5 0.7 1.3 2.2 3.1 2.8 1.8 1.0 0.7 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.5 0.7 1.1 1.3 1.1 0.7 0.4 0.3 0.2 0.2 0.2 0.2 0.3 0.4 0.7 1.1 1.3 1.0 0.6 0.4 0.2 0.2 0.1 0.2 0.2 0.3 0.5 0.8 1.2 1.2 0.9 0.5 0.3 0.2 0.2 0.1 0.2 0.2 0.3 0.6 0.9 1.2 1.1 0.7 0.4 0.3 0.2 0.1 0.1 0.2 0.2 0.4 0.6 1.1 1.5 1.4 0.9 0.5 0.3 0.2 0.2 0.1 0.2 0.2 0.3 0.4 0.7 1.1 1.6 1.4 0.9 0.6 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.5 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.6 0.6 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.0 0.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.0 0.0 0.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.0 0.00.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0PARKING AREASOUTH LOT CALCNORTH LOT CALC 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. The 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 lo cations: · 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 Age ncy 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. In troduction 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 PIONEER DEVELOPMENT, LLC Wetland Delineation Report for Project Cardinal PROJECT CARDINAL REVISION 0 MAY 2 3 , 2025 Pioneer Development, LLC Contents 1.0 Introduction.................................................................................................................... 1-1 2.0 Methods ......................................................................................................................... 2-1 2.1 Existing Data Review ............................................................................................. 2-1 2.2 Wetland Delineation ............................................................................................. 2-1 2.2.1 Hydrophytic Vegetation ............................................................................ 2-2 2.2.2 Hydric Soil ............................................................................................... 2-2 2.2.3 Wetland Hydrology ................................................................................... 2-2 2.2.4 Surface Water Assessment ....................................................................... 2-2 2.2.5 Floristic Quality Assessment ..................................................................... 2-3 2.2.6 High Quality Aquatic Resource .................................................................. 2-3 2.3 Farmed Wetland Determination ............................................................................. 2-4 3.0 Results ........................................................................................................................... 3-1 3.1 Existing Data Review ............................................................................................. 3-1 3.1.1 USGS 7.5-minute Topographic Maps ......................................................... 3-1 3.1.2 FEMA FIRM ............................................................................................... 3-1 3.1.3 USFWS NWI ............................................................................................. 3-1 3.1.4 USGS NHD ............................................................................................... 3-1 3.1.5 USDA NRCS SSURGO ............................................................................... 3-1 3.1.6 Farmed Wetland Determination ................................................................ 3-2 3.2 Site Investigation Results ...................................................................................... 3-2 3.2.1 Wetlands ................................................................................................. 3-2 3.2.2 Areas Determined Not to Meet Wetland Criteria ......................................... 3-3 3.2.3 Streams ................................................................................................... 3-4 4.0 Summary ........................................................................................................................ 4-1 5.0 References ..................................................................................................................... 5-1 APPENDIX A – FIGURES APPENDIX B – WETLAND DETERMINATION DATA FORMS & ANTECEDENT PRECIPITATION TOOL (APT) APPENDIX C – PHOTOGRAPH LOG APPENDIX D – FARMED WETLAND DETERMINATION Pioneer Development, LLC Tables Table 1: Summary of Wetlands within the Survey Area ................................................................. 3-2 Table 2: Summary of Sample Plots Not Determined to Meet Wetland Criteria within the Survey Area ...................................................................................................... 3-3 Table 3: Summary of Streams within the Survey Area .................................................................. 3-4 May 2025 Wetland Delineation Report for Project Cardinal Revision 0 List of Abbreviations Pioneer Development, LLC List of Abbreviations Abbreviation Term/Phrase/Name APT Antecedent Precipitation Tool Burns & McDonnell Burns & McDonnell Engineering Company, Inc. CWA Clean Water Act EPA Environmental Protection Agency FAC Facultative plants FACU Facultative upland plants FACW Facultative wetland plants FEMA Federal Emergency Management Agency FIRM Flood Insurance Rate Map FSA Farm Service Agency FWD Farmed Wetland Determination I Intermittent LRR Land Resource Region NFHL National Flood Hazard Layer NHD National Hydrography Dataset NRCS Natural Resources Conservation Service NWI National Wetlands Inventory NWS National Weather Service OBL Obligate wetland plant OHWM Ordinary High Water Mark PEMf Palustrine emergent farmed wetland Project Project Cardinal Regional Supplement Regional supplements to the 1987 Wetlands Delineation Manual RPW Relatively Permanent Water S Stream SDA Soil Data Access SP Sample Plot SSURGO Soil Survey Geographic Survey Area Approximately 1,041 acres of land (Figure 1, Appendix A) May 2025 Wetland Delineation Report for Project Cardinal Revision 0 List of Abbreviations Pioneer Development, LLC Abbreviation Term/Phrase/Name UPL Upland plants USACE U.S. Army Corps of Engineers USDA U.S. Department of Agriculture USFWS U.S. Fish and Wildlife Service USGS U.S. Geological Survey WETS Table NRCS Climate Analysis for Wetlands Table WOTUS Waters of the United States May 2025 Wetland Delineation Report for Project Cardinal Revision 0 Introduction Pioneer Development, LLC 1-1 1.0 Introduction Burns and McDonnell Engineering Company, Inc. (Burns & McDonnell) was retained by Pioneer Development LLC to conduct a wetland delineation for the proposed Project Cardinal (Project) in Bristol Township, Kendall County, Illinois (Figure 1, Appendix A). The Project would consist of construction, operation, and maintenance of a data center and cooling topologies, and a potential transmission line. The Survey Area, for the purpose of this analysis, includes approximately 1,041 acres of land identified for the proposed Project. The purpose of this assessment was to identify wetlands and surface waters present within the Survey Area that may be considered “Waters of the United States” (WOTUS) and subject to regulation under the federal Clean Water Act (CWA) by the U.S. Army Corps of Engineers (USACE). The USACE and the U.S. Environmental Protection Agency (EPA) jointly define wetland as: “Those areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions” (42 Fed. Reg. 37128-29). WOTUS are defined using the definition in 88 FR 61964. Burns & McDonnell conducted a wetland delineation on April 24, 2025, to identify the location and extent of wetlands present within the Survey Area. This report documents the methods and results of the desktop and field investigations conducted to identify wetlands and surface waters for the Project. May 2025 Wetland Delineation Report for Project Cardinal Revision 0 Methods Pioneer Development, LLC 2-1 2.0 Methods The following sections summarize the methods used to complete the desktop review of existing data and to conduct the field investigations within the Survey Area. 2.1 Existing Data Review Burns and McDonnell reviewed the available background information for the Survey Area prior to conducting the site visits. The information reviewed included the following: • U.S. Geological Survey (USGS) 7.5-minute topographic maps (Yorkville, IL quadrangle), • Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM 2017) from the National Flood Hazard Layer (NFHL) • USGS National Hydrography Dataset (NHD) • U.S. Fish and Wildlife Service (USFWS) National Wetlands Inventory (NWI) map • Kendall County Wetland Map • U.S. Department of Agriculture (USDA) Natural Resources Conservation Service (NRCS) Soil Survey for Kendall County Maps generated from available data are included as Figures 1-4 in Appendix A Background data aids in identifying locations of potential wetlands and surface waters. However, as these features may not have been field verified or may have been modified since the data was published, the field analyses supersede the mapped data. 2.2 Wetland Delineation Identification of wetlands is based on a three -factor approach involving indicators of hydrophytic vegetation, hydric soil, and wetland hydrology, originally set forth by the USACE in the 1987 Environmental Laboratory publication entitled “Corps of Engineers Wetlands Delineation Manual: Technical Report Y-87-1”, commonly referred to as the 1987 Wetlands Delineation Manual (Environmental Laboratory 1987). The USACE released regional supplements to the 1987 Wetlands Delineation Manual outlining updated technical guidance and procedures for identifying and delineating wetlands that may be subject to regulatory jurisdiction under Section 404 of the CWA or Section 10 of the Rivers and Harbors Act. The Survey Area is located within the following regional supplement (Regional Supplement): • 2010 Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Midwest Region (Version 2.0) This wetland delineation used the hydrophytic vegetation, hydric soil and wetland hydrology indicators as outlined in the applicable Regional Supplement for each sample point. A general overview of hydrophytic vegetation, hydric soil, and wetland hydrology indicators are provided below. Detailed information for each May 2025 Wetland Delineation Report for Project Cardinal Revision 0 Methods Pioneer Development, LLC 2-2 indicator can be found in the applicable Regional Supplement. In addition, methodolog ies for determining wetland quality (where applicable), surface water boundaries, and farmed wetland determinations are provided below. 2.2.1 Hydrophytic Vegetation To evaluate the presence of hydrophytic vegetation, data are gathered using a graduated series of plots, one for each vegetation stratum. Plot shape and size are dictated by vegetation type, as well as the shape and size of the plant community being evaluated. The indicator status and percent absolute cover for plants within plots for all vegetation strata are recorded. The indicator status for plant species is based on an estimated probability of occurring in wetlands. This rating system, published by the USACE in 2020 under the title “National Wetland Plant List, version 3.5” (USACE 2020), consists of obligate wetland plants (OBL), facultative-wet plants (FACW), facultative plants (FAC), facultative upland plants (FACU) and upland plants (UPL). Obligate plant s pecies generally grow in water. Facultative plant species can exist in saturated or dry soil conditions, and upland plants typically require dry soil to exist. 2.2.2 Hydric Soil A description of the soil profile is used to evaluate the presence of hydric soil. The USDA recognizes 28 Land Resource Regions (LRRs) based on soil, climate, and land use. Hydric soil indicators for LRRs presented in the Regional Supplements are a subset of the National Technical Committee for Hydric Soils Field indicators of Hydric Soils in the United States and are regularly modified. The most recent version of Field indicators of Hydric Soils is Version 9.0 (USDA NRCS 2025a), which was used for this delineation. 2.2.3 Wetland Hydrology Wetland hydrology indicators are separated into four groups and divided into a primary or secondary category based on their estimated reliability in the applicable region. Primary indicators provide stand -alone evidence of a current or recent hydrological event. Secondary indicators provide evidence of recent inundation or saturation when supported by one or more other primary indicators or secondary indicators but should not be used alone. 2.2.4 Surface Water Assessment Surface waters may only have one or two of the wetland criteria listed above. The USACE defines the ordinary high-water mark (OHWM) as the boundary of surface waters (33 CFR 328.3[F]). The USACE issued an OHWM Identification regulatory guidance letter (USACE, 2005) which defines “the OHWM [as] the line on the shore established by fluctuations of water and is indicated by physical characteristics such as: • A clear, natural line impressed on the bank; • Shelving; • Changes in the character of soil; • Destruction of terrestrial vegetation; • The presence of litter and debris; or • Other appropriate means that consider the characteristics of the surrounding areas.” On January 8, 2025, the USACE and EPA issued the National Ordinary High Water Mark Field Delineation Manual for Rivers and Streams (National OHWM Manual; 2025). The National OHWM Manual is a non - May 2025 Wetland Delineation Report for Project Cardinal Revision 0 Methods Pioneer Development, LLC 2-3 mandatory technical resource which can be used in appropriate situations to assist with identifying and delineating the OHWM. During low streamflow or drought conditions, the OHWM is used to determine the boundary of a surface water. During extremely high streamflow conditions or flood conditions the boundary of the surface waters cannot accurately be determined. Therefore, surface water boundaries should be delineated when normal streamflow conditions are present. Evidence of the OHWM is used to differentiate boundaries between surface waters and adjacent wetlands. Changes in vegetation can also be evaluated to determine where true hydrophytic (FAC and FACW) plant species are present versus aquatic or OBL species; however, it should be noted that in many cases vegetation is not present within the channels of surface waters. Vegetation adjacent to surface waters may be limited to species overhanging the banks and channels. If the presence of surface water is questionable, the USACE will typically conduct a review of historic aerial photographs and historic USGS topographic maps to confirm the current or historic presence of surface waters. This can include segments of streams that are entirely enclosed. 2.2.5 Floristic Quality Assessment The U.S. Army Corps of Engineers (USACE) Chicago District requires a Floristic Quality Assessment (FQA) for all wetlands. The Chicago Region FQA Calculator developed by the USACE Chicago District using the procedures outlined in the Swink and Wilhelm (1994 ) publication, Plants of the Chicago Region, is utilized to calculate the Native Floristic Quality Inventory (FQI) and Native Mean C -value. A Native Mean C-value is calculated for the wetlands to gauge the relative amount of disturbance that has occurred a t the site. C- values range from 0 to 10; non-native or weedy species are assigned a value of zero and the highest quality native plants are assigned a value of ten. A low Native Mean C -value indicates that the area has likely been highly disturbed and is typically composed of invasive or weedy species. Native FQI values range from 0 to 60 and describe the quality of vegetative habitat. A native FQI value under 20 signifies a disturbed area with poor vegetative quality and diversity. a native FQI value between 20 and 34 indicates moderate vegetative quality and diversity; a native FQI value between 35 and 49 is considered to be floristically important; and a native FQI value above 50 represents an area of the highest conservation priority. 2.2.6 High Quality Aquatic Resource The USACE Chicago District defines a High Quality Aquatic Resource (HQAR) as “aquatic areas considered to be regionally critical due to their uniqueness, scarcity, and/or value, and other wetlands considered to perform functions important to the public int erest, as defined in 33 CFR Part 320.4(b)(2).” These resources include Advanced Identification sites, bogs, ephemeral wetlands, dune and swale complexes, fens, forested wetlands, sedge meadows, seeps, streams rated A or B for diversity or integrity, or map ped as biologically significant in the Illinois Biological Stream Characterization study, wet prairies, wetlands supporting Federal, or Illinois endangered or threatened species, and wetlands with a Native FQI of 20 or greater or Native Mean C-value of 3.5 or greater. The USACE may consider these areas unsuitable for dredge or fill activities. The Nationwide Permit Program does not include a definition of HQARs, however, the USACE Chicago District uses the above definition when evaluating buffers and mitigation ratios for permanent impacts. May 2025 Wetland Delineation Report for Project Cardinal Revision 0 Methods Pioneer Development, LLC 2-4 2.3 Farmed Wetland Determination Where actively farmed areas are present within the Survey Area, the Regional Supplement details methods for identification of wetland hydrology indictors, which includes a Farmed Wetland Determination (FWD). An area that meets the standards of a farmed wetland is not by itself, a jurisdictional wetland. Rather, it is a method that is used in the overall wetland delineation process. A FWD is conducted using methodologies outlined in the National Food Security Act Manual (2010). Climate data, from the closest National Weather Service (NWS) precipitation recording station, is used to determine relative rainfall volume and subsequently define normal and above normal precipitation years. This rainfall and precipitation information is used to create an NRCS Climate Analysis for Wetlands Table (WETS table) which classifies each year as a wet, normal, or dry year. A “Wet Year” indicator slide is selected and serves as a base map to evaluate potential farmed wetland signatures. Then a minimum of five “Normal Years” (preferably 10 years) of Farm Service Agency (FSA) aerial slides are selected and reviewed to determine if the signatures identified from the base map are present. Field investigations are not required for farmed wetland signatures that are not present on three or more “Normal Year” slides out of five, or two of five “Normal Year” slides if the signature is also depicted as a wetland on the NWI Map. May 2025 Wetland Delineation Report for Project Cardinal Revision 0 Results Pioneer Development, LLC 3-1 3.0 Results The following sections describe the results of the existing data review and completed wetland delineation. 3.1 Existing Data Review Burns & McDonnell reviewed available background information for the Survey Area prior to conducting the site visit. These sources provide an indication of areas where wetlands potentially occur and certain characteristics. A summary of the available background information is presented below and mapped on Figures in Appendix A. 3.1.1 USGS 7.5-minute Topographic Maps The USGS topographic map indicates the Survey Area crosses predominantly flat terrain (< 5% slopes) of agricultural and undeveloped land. The Survey Area generally drains to the southeast, toward Rob Roy Creek (Figure 2, Appendix A). 3.1.2 FEMA FIRM The 2017 FIRM indicates there is no FEMA floodplain associated with the unnamed tributary within the Survey Area (Figure 2, Appendix A). 3.1.3 USFWS NWI The digital format NWI maps were developed by USFWS in collaboration with the USGS, Water Resource Division using data from 1987 and are periodically updated. The maps are prepared primarily by stereoscopic analysis of high-altitude aerial photographs to produce reconnaissance level information on the location, type, and size of wetlands and deepwater habitats. All wetlands are identified based on vegetation, visible hydrology, and geography in accordance with the Cowardin System (Cowardin 1979). According to the USFWS, the aerial photographs reflect conditions during the year and season they were taken; however, there is a margin of error inherent in the use of aerial photographs to delineate wetlands. Therefore, wetland boundaries established through interpretation of aerial photographs may be revised based upon detailed ground survey and historical analysis of an individual site. A desktop assessment of NWI data indicates one riverine wetland is located within the Survey Area (Figure 3, Appendix A). 3.1.4 USGS NHD The NHD represents the water drainage network of the United States with features such as rivers, streams, canals, lakes, ponds, coastline, dams, and stream gages. NHD is updated and maintained through partnerships with states and other collaborative bodies. The NHD data indicates Rob Roy Creek and several unnamed tributaries are present within the Survey Area (Figure 3, Appendix A). 3.1.5 USDA NRCS SSURGO The NRCS Web Soil Survey (USDA NRCS 2025b) is generated from the USDA-NRCS certified data. The NRCS Soil Data Access (SDA) Hydric Soils List (USDA NRCS 2025c) contains a compilation of all map units with either a major or minor component that is at least in part hydric. As the list includes both major and minor May 2025 Wetland Delineation Report for Project Cardinal Revision 0 Results Pioneer Development, LLC 3-2 percentages for map units, in some cases most of the map unit may not be hydric. The list is useful in identifying map units that may contain hydric soils. The NRCS Soils Survey Geographic Database (SSURGO) digital data indicates that 23 soil map units are located within the Survey Area (Figure 4, Appendix A). Of these, five soil units are included on local and national hydric soil lists. These include: • Drummer silty clay loam, 0 to 2 percent slopes • Knight silt loam, 0 to 2 percent slopes • Peotone silty clay loam, 0 to 2 percent slopes • Elpaso silty clay loam, 0 to 2 percent slopes • Thorp silt loam, 0 to 2 3.1.6 Farmed Wetland Determination Climate data from the USEPA Antecedent Precipitation Tool (APT) was used to determine relative rainfall volume and subsequently define normal, dry, and above normal precipitation years. Specific dates were available for Google Earth aerial imagery and the APT was used to define normal, dry, and above normal precipitation for these dates. A total of one “Wet Year” (2013), four “Normal Years” (2015, 2017, 2018, and 2024), and one “Dry Year” (2023) were utilized. Many areas were not sampled in the field due to the absence of one or more wetland indicators. A formal FWD is provided in Appendix D. 3.2 Site Investigation Results One stream and two wetlands were delineated within the Survey Area. The Antecedent Precipitation Tool (APT) results indicated the Survey Area was experiencing normal conditions at the time of the survey (Appendix B). The wetlands are summarized in Table 1 below and are mapped on Figure 5 in Appendix A. The singular surface water is summarized in Table 3 below and mapped on Figure 5 in Appendix A. Wetland Determination Data Forms from the applicable Regional Supplement were completed for sample points taken in areas determined not to be wetland and are included in Appendix B. As neither wetland featured any vegetation, the FQA was not calculated. Natural color photographs of the sample plots and surface water are included in Appendix C. Locations of sample plots, and stream banks surveyed using a sub-meter accurate Global Positioning System unit. 3.2.1 Wetlands Two wetlands were delineated within the Survey Area. Refer to Table 1 below for the details: Table 1: Summary of Wetlands within the Survey Area Wetland Numbera Wetland Typeb Dominant Vegetationc Hydric Soil Indicator(s)d Wetland Hydrology Indicator(s)e Area of Wetland Delineated in Survey Area (acre) WOTUS (Y/N) W-1 PEMf -- F6 A3, C9, D2 0.12 N W-2 PEMf -- F6 C9, D2 0.08 N (a) Assigned by Burns & McDonnell staff during the Site Investigation; W = Wetland. (b) Symbols for wetland type: PEMf = palustrine emergent farmed wetland. (c) No vegetation was present, both wetlands are located within agricultural fields. Vegetation is assumed to be hydrophytic due to prevalence of other wetland indicators. (d) Indicator code for hydric soil: F6 = Redox Dark Surface. (e) Indicator code for wetland hydrology: A3 = Saturation, C9 = Saturation Visible on Aerial Imagery, D2 = Geomorphic Position. May 2025 Wetland Delineation Report for Project Cardinal Revision 0 Results Pioneer Development, LLC 3-3 3.2.2 Areas Determined Not to Meet Wetland Criteria Areas identified during the desktop review due to changes in vegetative cover or occurrence within the NWI dataset were investigated in the field and were determined to not meet wetland criteria. These areas lacked one or more wetland criteria and were not considered wetlands at the time of the site investigation. Table 1 provides a summary of the wetland indicators for sample plots recorded in these areas. Table 2: Summary of Sample Plots Not Determined to Meet Wetland Criteria within the Survey Area Sample Plot (SP) Dominant Vegetationa Hydric Soil Indicator(s)b Wetland Hydrology Indicator(s)c SP-1 Tall fescue F6 D2, C9 SP-2 Tall fescue -- C9 SP-5 -- -- A3 (a) Tall fescue (Lolium arundinaceum). (b) Indicator code for hydric soil: F6 = Redox Dark Surface. (c) Indicator code for wetland hydrology: D2 = Geomorphic Position, C9 – Saturation Visible on Aerial Imagery, A3 = Saturation. Sample Point 1 (SP-1) SP-1 is located within a concave depression within an agricultural field and was investigated due to the landform. No indicators of hydrophytic vegetation were present at the time of the site visit. Only one secondary hydrology indicator, Geomorphic Position (D2) and hydric soil were identified at this location. Due to the lack of hydrophytic vegetation and additional hydrology indicators, this area was determined not to meet wetland conditions. Sample Point 5 (SP-5) SP-5 is located on a flat, linear area within an agricultural field and was investigated due to Saturation. No indicators of hydrophytic vegetation or hydric soil were present at the time of the site visit. Saturation was present only in the first 3-4 inches of soil and was likely due to recent rain. Due to the lack of hydrophytic vegetation and hydric soil indicators, this area was determined not to meet wetland conditions. May 2025 Wetland Delineation Report for Project Cardinal Revision 0 Results Pioneer Development, LLC 3-4 3.2.3 Streams A total of one surface water was delineated within the Survey Area. Refer to Table 3 below for details of the stream. Table 3: Summary of Streams within the Survey Area Stream Numbera Stream Typeb WOTUSc Stream Named OHWM Width (feet) OHWM Bank Height (feet) Depth at OHWM (feet) Length of Delineated Stream S-1 I/RPW Y Rob Roy Creek 8 4 4 10, 602 Total: 10, 602 (a) Assigned by Burns & McDonnell staff during the site investigation; S = stream. (b) I = Intermittent; RPW = Relatively Permanent Water (c) Jurisdiction is based on professional judgement using the September 8, 2023, revised definition of WOTUS (88 FR 61964) which conforms to the Sackett c. Environmental Protection Agency supreme court decision dated May 25 , 2023. (d) Stream name follows USGS topographic map, NHD, or state/local data source. May 2025 Wetland Delineation Report for Project Cardinal Revision 0 Summary Pioneer Development, LLC 4-1 4.0 Summary Burns & McDonnell conducted a wetland delineation of the Survey Area to identify wetlands and other waterbodies on April 24, 2025. One intermittent stream and two wetlands were delineated within the Survey Area. The delineated stream within the Survey Area is anticipated to be WOTUS and under the jurisdiction of the USACE. This jurisdictional recommendation is based on professional judgment using the current guidance at the time of this report. Jurisdictional surface waters and wetlands are defined by the “Revised Definition of WOTUS” (88 FR 61964) which conforms to the Sackett v. Environmental Protection Agency supreme court decision dated May 25, 2023. May 2025 Wetland Delineation Report for Project Cardinal Revision 0 References Pioneer Development, LLC 5-1 5.0 References 88 FR 61964. 2023. Revised Definition of ‘‘Waters of the United States. Conforming. https://www.federalregister.gov/documents/2023/09/08/2023 -18929/revised-definition-of-waters- of-the-united-states-conforming Cowardin, L. M., Carter, V., Golet, F. C., and LaRoe, E. T. 1979. Classification of wetlands and deepwater habitats of the United States, FWS/OBS-79/31, Reprinted 1992, U.S. Fish and Wildlife Service, Washington, DC Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual. Technical Report Y -87-1. U.S. Army Engineer Waterways Experiment Station, Vicksburg, Mississippi. Federal Emergency Management Agency. 2017. Flood Insurance Rate Map, Kendall County, Illinois. Panels 17093C0030G and 17089C0380J. Federal Geographic Data Committee. 2013. Classification of wetlands and deepwater habitats of the United States. FGDC-STD-004-2013. Second Edition. Wetlands Subcommittee, Federal Geographic Data Committee and U.S. Fish and Wildlife Service, Washington, DC. Federal Register, 2020. “85 FR Part 29689 National Wetland Plant List,” U.S. Government Printing Office, Washington, DC. U.S. Army Corps of Engineers. 2005. Ordinary High Water Mark Identification. Available at: https://www.nap.usace.army.mil/Portals/39/docs/regulatory/rgls/rgl05-05.pdf. No. 05-05 U.S. Army Corps of Engineers. 2010. Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Midwest Region (Version 2.0), ed. J. S. Wakeley, R. W. Lichvar, and C. V. Noble. ERDC/EL TR- 10-16. Vicksburg, MS: U.S. Army Engineer Research and Development Center. U.S. Army Corps of Engineers. 2020. National Wetland Plant List, version 3.5. Available at: http://wetland- plants.usace.army.mil/. U.S. Army Corps of Engineers, Engineer Research and Development Center, Cold Regions Research and Engineering Laboratory, Hanover, NH. U.S. Army Corps of Engineers. 2025. National Ordinary High Water Mark Field Delineation Manual for Rivers and Streams. U.S. Army Corps of Engineers, Engineer Research and Development Center. U.S. Department of Agriculture, Natural Resource Conservation Service (NRCS). 2025a. Field Indicators of Hydric Soils in the United States, A Guide for Identifying and Delineating Hydric Soils, Version 9.0, 2025. U.S. Department of Agriculture, Natural Resource Conservation Service (NRCS). 2025b. Web Soil Survey. Available at: http://websoilsurvey.nrcs.usda.gov/. Accessed May 2025. U.S. Department of Agriculture, Natural Resource Conservation Service (NRCS). 2025c. List of Hydric Soils, Washington D.C., Available at: https://www.nrcs.usda.gov/publications/Lists%20of%20Hydric%20Soils%20 - May 2025 Wetland Delineation Report for Project Cardinal Revision 0 References Pioneer Development, LLC 5-2 %20Query%20by%20Soil%20Survey%20Area%20Map%20Unit%20Rating.html . Accessed May 2025. U.S. Fish and Wildlife Service. 2025. National Wetlands Inventory website. U.S. Department of the Interior, Fish and Wildlife Service, Washington, D.C. Available at: http://www.fws.gov/nwi/. Accessed May 2025. U.S. Geological Survey. 2024. 7.5-minute topographic maps. Yorkville, IL quadrangle. Appendix A – Figures Source: Burns & McDonnell, Cirrus Farms, ESRI Issued: 5/22/2025 Path: C:\Users\cmwestmoreland\Burns & McDonnell\Texas ENS - Texas GIS\Fort Worth\Pioneer Development\176350-Project Cardinal\DataFiles\ArcPro\Project Cardinal_CW\Project Cardinal_CW.aprx cmwestmoreland 5/22/2025 Service Layer Credits: World Street Map: Sources: Esri, TomTom, Garmin, FAO, NOAA, USGS, © OpenStreetMap contributors, and the GIS User Community NORTH 2 0 21 Scale in Miles Figure 1 Overview Map Project Cardinal Cirrus Farms Kendall County, Illinois Hinckley Sandwich Somonauk Bliss RdDavis RdState R o ut e 4 7 Aurora Municipal Airport US H i g h way 3 4 StateRoute 47Rich Harvest Farms Sugar Grove Big Rock Bristol Yorkville Plano S Bridge St Millhurst OrchardR d State Route56Northwest Territory North East Neighbors North Aurora HillAveGalena B l v d OgdenA ve Route 3 0 Bypas s 3 0 Boulevard District Boulder Hill Oswego Montgomery Aurora 71 LASALLE DEKALB KANEDEKALBKANE KENDALL DEKALBKENDALLProject Area Source: Burns & McDonnell, Cirrus Farms, ESRI, FEMA, USGS Issued: 5/22/2025 Path: C:\Users\cmwestmoreland\Burns & McDonnell\Texas ENS - Texas GIS\Fort Worth\Pioneer Development\176350-Project Cardinal\DataFiles\ArcPro\Project Cardinal_CW\Project Cardinal_CW.aprx cmwestmoreland 5/22/2025 Service Layer Credits: USA_Topo_Maps: Copyright:© 2013 National Geographic Society, i-cubed Hybrid Reference Layer (US Edition): Sources: Esri, TomTom, Garmin, FAO, NOAA, USGS, (c) OpenStreetMap contributors, and the GIS User Community USA_Flood_Hazard_Reduced_Set: NORTH 2,000 0 2,0001,000 Scale in Feet Figure 2 Topographic & FEMA Map Project Cardinal Cirrus Farms Kendall County, Illinois Project Area Flood Zone Zone A (100-Year Floodplain) Zone AE (100-Year Floodplain) Source: Burns & McDonnell, Cirrus Farms, ESRI, USGS NHD, USFWS NWI Issued: 5/22/2025 Path: C:\Users\cmwestmoreland\Burns & McDonnell\Texas ENS - Texas GIS\Fort Worth\Pioneer Development\176350-Project Cardinal\DataFiles\ArcPro\Project Cardinal_CW\Project Cardinal_CW.aprx cmwestmoreland 5/22/2025 Service Layer Credits: NHD Waterbody: NHD Stream/River: NWI Wetland: World Imagery: Maxar Hybrid Reference Layer: Sources: Esri, TomTom, Garmin, FAO, NOAA, USGS, © OpenStreetMap contributors, and the GIS User Community NORTH 1,200 0 1,200600 Scale in FeetAsheRdAsheRdEldamainRdEldamain Rd Jericho Cemetery Galena R d BeecherRdEBaseline Rd Base line Rd Beecher Rd WRob RoyCreekStateRoute47Galena Rd Brist o l B a y D r Bas elin e R d State Route 47By pass 3 0 Galena Rd Rob RoyCreekFigure 3 NWI & NHD Data Map Project Cardinal Cirrus Farms Kendall County, Illinois Project Area NHD Stream/River NHD Waterbody NWI Wetland Freshwater Emergent Wetland Freshwater Pond Riverine Source: Burns & McDonnell, Cirrus Farms, ESRI, NRCS SSURGO Issued: 5/22/2025 Path: C:\Users\cmwestmoreland\Burns & McDonnell\Texas ENS - Texas GIS\Fort Worth\Pioneer Development\176350-Project Cardinal\DataFiles\ArcPro\Project Cardinal_CW\Project Cardinal_CW.aprx cmwestmoreland 5/22/2025 Service Layer Credits: World Imagery: Maxar NORTH 1,500 0 1,500750 Scale in Feet 59A 60C2 60C2198A 60C2 206A 59A 512A 149A 152A 356A 865 663A 663B 679A 679B 679A 206A 60C2 191A 667B 60C2 679B 512A 512B 668B 206A 149A59A 198A 663B 330A 59A 59A 206A 318D2 60C2 679A 679B 206A 191A 60C2 663A 198A 512B 206A 59A 356A 330A 206A 148C2 512A 152A 60C2 206A 663B 206A 206A 512B 663B 356A 104A 154A154A 206A 206A 663B 663B 663B 663B 149A 149A 198A 198A 512B 512B 59A 59A 59A 59A 154A 149A 149A 60B2 60B2 60B2 206A 206A 512A512A 512A 512B 512B 60C2 60C2 198A 198A 60C260C2 512B 512B 512B 59A 59A 206A 206A 206A 206A 206A 512B 512B 152A 152A 152A 152A 152A 152A 191A 191A Figure 4 Soils Map Project Cardinal Cirrus Farms Kendall County, Illinois Project Area SSURGO Soil Map Unit Non-Hydric Soil Hydric Soil Map Unit Symbol - Map Unit Name (Hydric Soil*) 865-Pits, gravel 104A-Virgil silt loam, 0 to 2 percent slopes 148C2-Proctor silt loam, 5 to 10 percent slopes, eroded 149A-Brenton silt loam, 0 to 2 percent slopes 152A-Drummer silty clay loam, 0 to 2 percent slopes* 154A-Flanagan silt loam, 0 to 2 percent slopes 191A-Knight silt loam, 0 to 2 percent slopes* 198A-Elburn silt loam, 0 to 2 percent slopes 206A-Thorp silt loam, 0 to 2 percent slopes* 318D2-Lorenzo loam, 6 to 12 percent slopes, eroded 330A-Peotone silty clay loam, 0 to 2 percent slopes* 356A Elpaso silty clay loam, 0 to 2 percent slopes* 512A-Danabrook silt loam, 0 to 2 percent slopes 512B-Danabrook silt loam, 2 to 5 percent slopes 59A-Lisbon silt loam, 0 to 2 percent slopes 60B2-La Rose silt loam, 2 to 5 percent slopes, eroded 60C2-La Rose silt loam, 5 to 10 percent slopes, eroded 663A-Clare silt loam, 0 to 2 percent slopes 663B-Clare silt loam, 2 to 5 percent slopes 667B-Kaneville silt loam, 2 to 5 percent slopes 668B-Somonauk silt loam, 2 to 5 percent slopes 679A-Blackberry silt loam, 0 to 2 percent slopes 679B-Blackberry silt loam, 2 to 5 percent slopes Source: Burns & McDonnell, Cirrus Farms, ESRI Issued: 5/22/2025 Path: C:\Users\cmwestmoreland\Burns & McDonnell\Texas ENS - Texas GIS\Fort Worth\Pioneer Development\176350-Project Cardinal\DataFiles\ArcPro\Project Cardinal_CW\Project Cardinal_CW.aprx cmwestmoreland 5/22/2025 Service Layer Credits: World Imagery: Maxar Hybrid Reference Layer: Sources: Esri, TomTom, Garmin, FAO, NOAA, USGS, © OpenStreetMap contributors, and the GIS User Community NORTH 1,200 0 1,200600 Scale in FeetAsheRdAsheRdEldamainRdEldamain Rd Jericho Cemetery Galena R d BeecherRdEBaseline Rd Base line Rd Beecher Rd WRob RoyCreekStateRoute47Galena Rd Brist o l B a y D r Bas elin e R d State Route 47By pass 3 0 Galena Rd W-1 (0.12 Acres) W-2 (0.08 Acres) S-1 (10,602 Feet) S-1 (10,602 Feet) SP-6 SP-2 SP-1 SP-7SP-5 SP-4 SP-3 Figure 5 Wetland Delineation Map Project Cardinal Cirrus Farms Kendall County, Illinois Project Area Sample Plot (SP) Stream (S) Intermittent Wetland (W) PEM Appendix B – Wetland Determination Data Forms & Antecedent Precipitation Tool (APT) Oct 2024 Nov 2024 Dec 2024 Jan 2025 Feb 2025 Mar 2025 Apr 2025 May 2025 Jun 2025 Jul 2025 Aug 2025 Sep 2025 0 1 2 3 4 5 Rainfall (Inches)2025-04-242025-03-25 2025-02-23 Antecedent Precipitation vs Normal Range based on NOAA's Daily Global Historical Climatology Network Daily Total 30-Day Rolling Total 30-Year Normal Range 30 Days Ending 30th %ile (in)70th %ile (in)Observed (in)Wetness Condition Condition Value Month Weight Product 2025-04-24 2.088189 3.752362 2.893701 Normal 2 3 6 2025-03-25 1.204724 2.141732 2.834646 Wet 3 2 6 2025-02-23 0.715748 1.90315 1.200787 Normal 2 1 2 Result Normal Conditions - 14 Coordinates 41.717319, -88.464525 Observation Date 2025-04-24 Elevation (ft)675.139 Drought Index (PDSI)Mild drought WebWIMP H2O Balance Wet Season Weather Station Name Coordinates Elevation (ft)Distance (mi)Elevation Weighted Days Normal Days Antecedent CHICAGO AURORA MUNI AP 41.7714, -88.4814 701.116 3.837 25.977 1.826 9432 90 SUGAR GROVE 0.7 NE 41.7762, -88.4478 714.895 1.763 13.779 0.818 29 0 SUGAR GROVE 1.4 ENE 41.7787, -88.4343 688.976 2.479 12.14 1.146 2 0 AURORA 3.1 WSW 41.7565, -88.3518 704.068 6.758 2.952 3.061 1 0 AURORA WATER 41.7803, -88.3092 674.869 8.894 26.247 4.236 1885 0 WHEATON 3 SE 41.8128, -88.0728 680.118 21.242 20.998 10.005 4 0 Project/Site: Applicant/Owner:State: Investigator(s): Landform (hillside, terrace, etc.): Slope (%): Lat: Soil Map Unit Name: Are Vegetation , Soil , or Hydrology Are “Normal Circumstances” present? Yes No Are Vegetation , Soil , or Hydrology SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. Yes Yes Yes Yes ) 1. 2.(A) 3. 4.(B) 5. (A/B) Sapling/Shrub Stratum 1. 2. 3.x 1 = 4.x 2 = 5.x 3 = x 4 = x 5 = 1.Column Totals:(A)(B) 2. 3. 4. 5. 6. 7. 8.4 - Morphological Adaptations1 (Provide supporting 9. 10. Woody Vine Stratum 1. 2. Yes ) =Total Cover naturally problematic? (If needed, explain any answers in Remarks.) significantly disturbed? UPL species (Plot size:Tree Stratum Absolute % Cover Sampling Point: Section, Township, Range: Local relief (concave, convex, none): Long:Datum: Remarks: NWI classification: Yes No No Prevalence Index worksheet: City/County: Hydrophytic Vegetation Present?No Number of Dominant Species That Are OBL, FACW, or FAC: data in Remarks or on a separate sheet) 1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Sampling Date: Are climatic / hydrologic conditions on the site typical for this time of year? (If no, explain in Remarks.) Total % Cover of: ) Indicator Status Dominant Species? Herb Stratum (Plot size: Wetland Hydrology Present? ) Remarks: (Include photo numbers here or on a separate sheet.) =Total Cover 3 - Prevalence Index is ≤3.01 FACU species (Plot size: Problematic Hydrophytic Vegetation1 (Explain) OBL species FACW species FAC species Hydrophytic Vegetation Indicators: =Total Cover Percent of Dominant Species That Are OBL, FACW, or FAC: 2 - Dominance Test is >50% =Total Cover 1 - Rapid Test for Hydrophytic Vegetation Prevalence Index = B/A = Multiply by: (Plot size: U.S. Army Corps of Engineers WETLAND DETERMINATION DATA SHEET – Midwest Region See ERDC/EL TR-10-16; the proponent agency is CECW-COR OMB Control #: 0710-0024, Exp: 09/30/2027 Requirement Control Symbol EXEMPT: (Authority: AR 335-15, paragraph 5-2a) Total Number of Dominant Species Across All Strata: Dominance Test worksheet: No No No VEGETATION – Use scientific names of plants. Is the Sampled Area within a Wetland? Hydrophytic Vegetation Present? Hydric Soil Present? ENG FORM 6116-7, SEP 2024 Midwest – Version 2.0 Project Cardinal Kendall County 2025-04-24 Pioneer Development, LLC Illinois SP-1 Burns & McDonnell (C. Most, L. Belleville)S06 T37N R7E Depression Concave 1 41.71797959 -88.47630689 WGS 84 679A - Blackberry silt loam, 0 to 2 percent slopes 4 4 4 4 4 0 0.00 1 0 4.81 0 0 0 0 0 10 40 45 225 55 265 4 30 ft r 15 ft r 5 ft r Lolium arundinaceum 40 Taraxacum officinale 10 Daucus carota 5 55 30 ft r 4 UPL FACU UPL 4 SP-1 is located within an area that was determined not to be wetland. The USACE Antecedent Precipitation Tool indicated the Survey Area was experiencing normal conditions at the time of field surveys. Sampling Point: %%Type1 Loc2 Type: Depth (inches):Hydric Soil Present? Yes No Primary Indicators (minimum of one is required; check all that apply) Sparsely Vegetated Concave Surface (B8) Surface Water Present? Yes Water Table Present? Yes Saturation Present? Yes Wetland Hydrology Present? Yes No Geomorphic Position (D2) No No No Depth (inches): Depth (inches): Depth (inches): Field Observations: SOIL Restrictive Layer (if observed): Remarks: Dry-Season Water Table (C2) Crayfish Burrows (C8) Saturation Visible on Aerial Imagery (C9) FAC-Neutral Test (D5) Algal Mat or Crust (B4) Sediment Deposits (B2) Drift Deposits (B3) Water Marks (B1) Iron Deposits (B5) Inundation Visible on Aerial Imagery (B7) (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: HYDROLOGY Water-Stained Leaves (B9) Aquatic Fauna (B13) True Aquatic Plants (B14) Hydrogen Sulfide Odor (C1) Oxidized Rhizospheres on Living Roots (C3) Presence of Reduced Iron (C4) Recent Iron Reduction in Tilled Soils (C6) Thin Muck Surface (C7) Gauge or Well Data (D9) Other (Explain in Remarks) Surface Soil Cracks (B6) Drainage Patterns (B10) Stunted or Stressed Plants (D1) Remarks: Surface Water (A1) High Water Table (A2) Saturation (A3) Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) unless disturbed or problematic. wetland hydrology must be present, 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators:Indicators for Problematic Hydric Soils3: Iron-Manganese Masses (F12) Red Parent Material (F21) Very Shallow Dark Surface (F22) Other (Explain in Remarks) Sandy Gleyed Matrix (S4) Sandy Redox (S5) Depleted Matrix (F3) Redox Dark Surface (F6) Depleted Dark Surface (F7) Redox Depressions (F8) 3Indicators of hydrophytic vegetation and Matrix Texture RemarksColor (moist) Loamy Gleyed Matrix (F2) Histosol (A1) Histic Epipedon (A2) Black Histic (A3) Hydrogen Sulfide (A4) Stratified Layers (A5) 2 cm Muck (A10) Depleted Below Dark Surface (A11) Thick Dark Surface (A12) Iron Monosulfide (A18) Sandy Mucky Mineral (S1) 5 cm Mucky Peat or Peat (S3) Stripped Matrix (S6) Loamy Mucky Mineral (F1) Dark Surface (S7) Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Redox FeaturesDepth (inches) Color (moist) ENG FORM 6116-7, SEP 2024 Midwest – Version 2.0 - - - - - - SP-1 0 4 10YR 2/2 100 Silty Clay Loam 4 8 10YR 2/2 80 Silty Clay Loam 4 8 10YR 5/3 20 Silty Clay Loam 8 18 10YR 2/2 20 10YR 5/6 5 C M Silty Clay Loam 8 18 10YR 4/2 75 Silty Clay Loam 4 Gravel 18 4 4 4 4 4 4 4 VEGETATION Continued Sampling Point: 6. 7. 8. 9. 10. 11. 12. 13. 6. 7. 8. 9. 10. 11. 12. 13. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 3. 4. 5. 6. 7. Herb – All herbaceous (non-woody) plants, including herbaceous vines, regardless of size, and woody plants less than 3.28 ft tall. Woody Vine – All woody vines greater than 3.28 ft in height. =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) Woody Vine Stratum =Total Cover =Total Cover Herb Stratum =Total Cover Sapling/Shrub Stratum Sapling/Shrub – Woody plants less than 3 in. DBH and greater than 3.28 ft (1 m) tall. – Use scientific names of plants. Tree Stratum Absolute % Cover Dominant Species? Indicator Status Definitions of Vegetation Strata: Tree – Woody plants 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. ENG FORM 6116-7, SEP 2024 Midwest – Version 2.0 55 SP-1 Project/Site: Applicant/Owner:State: Investigator(s): Landform (hillside, terrace, etc.): Slope (%): Lat: Soil Map Unit Name: Are Vegetation , Soil , or Hydrology Are “Normal Circumstances” present? Yes No Are Vegetation , Soil , or Hydrology SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. Yes Yes Yes Yes ) 1. 2.(A) 3. 4.(B) 5. (A/B) Sapling/Shrub Stratum 1. 2. 3.x 1 = 4.x 2 = 5.x 3 = x 4 = x 5 = 1.Column Totals:(A)(B) 2. 3. 4. 5. 6. 7. 8.4 - Morphological Adaptations1 (Provide supporting 9. 10. Woody Vine Stratum 1. 2. Yes ) =Total Cover naturally problematic? (If needed, explain any answers in Remarks.) significantly disturbed? UPL species (Plot size:Tree Stratum Absolute % Cover Sampling Point: Section, Township, Range: Local relief (concave, convex, none): Long:Datum: Remarks: NWI classification: Yes No No Prevalence Index worksheet: City/County: Hydrophytic Vegetation Present?No Number of Dominant Species That Are OBL, FACW, or FAC: data in Remarks or on a separate sheet) 1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Sampling Date: Are climatic / hydrologic conditions on the site typical for this time of year? (If no, explain in Remarks.) Total % Cover of: ) Indicator Status Dominant Species? Herb Stratum (Plot size: Wetland Hydrology Present? ) Remarks: (Include photo numbers here or on a separate sheet.) =Total Cover 3 - Prevalence Index is ≤3.01 FACU species (Plot size: Problematic Hydrophytic Vegetation1 (Explain) OBL species FACW species FAC species Hydrophytic Vegetation Indicators: =Total Cover Percent of Dominant Species That Are OBL, FACW, or FAC: 2 - Dominance Test is >50% =Total Cover 1 - Rapid Test for Hydrophytic Vegetation Prevalence Index = B/A = Multiply by: (Plot size: U.S. Army Corps of Engineers WETLAND DETERMINATION DATA SHEET – Midwest Region See ERDC/EL TR-10-16; the proponent agency is CECW-COR OMB Control #: 0710-0024, Exp: 09/30/2027 Requirement Control Symbol EXEMPT: (Authority: AR 335-15, paragraph 5-2a) Total Number of Dominant Species Across All Strata: Dominance Test worksheet: No No No VEGETATION – Use scientific names of plants. Is the Sampled Area within a Wetland? Hydrophytic Vegetation Present? Hydric Soil Present? ENG FORM 6116-7, SEP 2024 Midwest – Version 2.0 Project Cardinal Kendall County 2025-04-24 Pioneer Development, LLC Illinois SP-2 Burns & McDonnell (C. Most, L. Belleville)S06 T37N R7E Flat Linear 0 41.71937927 -88.47635621 WGS 84 679A - Blackberry silt loam, 0 to 2 percent slopes 4 4 4 4 4 0 0.00 1 0 4.92 0 0 0 0 0 5 20 60 300 65 320 4 30 ft r 15 ft r 5 ft r Lolium arundinaceum 50 Daucus carota 10 Solanum carolinense 5 65 30 ft r 4 UPL UPL FACU 4 SP-2 is located within an area that was determined not to be wetland. The USACE Antecedent Precipitation Tool indicated the Survey Area was experiencing normal conditions at the time of field surveys. Sampling Point: %%Type1 Loc2 Type: Depth (inches):Hydric Soil Present? Yes No Primary Indicators (minimum of one is required; check all that apply) Sparsely Vegetated Concave Surface (B8) Surface Water Present? Yes Water Table Present? Yes Saturation Present? Yes Wetland Hydrology Present? Yes No Geomorphic Position (D2) No No No Depth (inches): Depth (inches): Depth (inches): Field Observations: SOIL Restrictive Layer (if observed): Remarks: Dry-Season Water Table (C2) Crayfish Burrows (C8) Saturation Visible on Aerial Imagery (C9) FAC-Neutral Test (D5) Algal Mat or Crust (B4) Sediment Deposits (B2) Drift Deposits (B3) Water Marks (B1) Iron Deposits (B5) Inundation Visible on Aerial Imagery (B7) (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: HYDROLOGY Water-Stained Leaves (B9) Aquatic Fauna (B13) True Aquatic Plants (B14) Hydrogen Sulfide Odor (C1) Oxidized Rhizospheres on Living Roots (C3) Presence of Reduced Iron (C4) Recent Iron Reduction in Tilled Soils (C6) Thin Muck Surface (C7) Gauge or Well Data (D9) Other (Explain in Remarks) Surface Soil Cracks (B6) Drainage Patterns (B10) Stunted or Stressed Plants (D1) Remarks: Surface Water (A1) High Water Table (A2) Saturation (A3) Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) unless disturbed or problematic. wetland hydrology must be present, 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators:Indicators for Problematic Hydric Soils3: Iron-Manganese Masses (F12) Red Parent Material (F21) Very Shallow Dark Surface (F22) Other (Explain in Remarks) Sandy Gleyed Matrix (S4) Sandy Redox (S5) Depleted Matrix (F3) Redox Dark Surface (F6) Depleted Dark Surface (F7) Redox Depressions (F8) 3Indicators of hydrophytic vegetation and Matrix Texture RemarksColor (moist) Loamy Gleyed Matrix (F2) Histosol (A1) Histic Epipedon (A2) Black Histic (A3) Hydrogen Sulfide (A4) Stratified Layers (A5) 2 cm Muck (A10) Depleted Below Dark Surface (A11) Thick Dark Surface (A12) Iron Monosulfide (A18) Sandy Mucky Mineral (S1) 5 cm Mucky Peat or Peat (S3) Stripped Matrix (S6) Loamy Mucky Mineral (F1) Dark Surface (S7) Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Redox FeaturesDepth (inches) Color (moist) ENG FORM 6116-7, SEP 2024 Midwest – Version 2.0 - - - - - - SP-2 0 20 10YR 3/2 100 Silty Clay Loam 4 4 4 4 4 4 VEGETATION Continued Sampling Point: 6. 7. 8. 9. 10. 11. 12. 13. 6. 7. 8. 9. 10. 11. 12. 13. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 3. 4. 5. 6. 7. Herb – All herbaceous (non-woody) plants, including herbaceous vines, regardless of size, and woody plants less than 3.28 ft tall. Woody Vine – All woody vines greater than 3.28 ft in height. =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) Woody Vine Stratum =Total Cover =Total Cover Herb Stratum =Total Cover Sapling/Shrub Stratum Sapling/Shrub – Woody plants less than 3 in. DBH and greater than 3.28 ft (1 m) tall. – Use scientific names of plants. Tree Stratum Absolute % Cover Dominant Species? Indicator Status Definitions of Vegetation Strata: Tree – Woody plants 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. ENG FORM 6116-7, SEP 2024 Midwest – Version 2.0 65 SP-2 Project/Site: Applicant/Owner:State: Investigator(s): Landform (hillside, terrace, etc.): Slope (%): Lat: Soil Map Unit Name: Are Vegetation , Soil , or Hydrology Are “Normal Circumstances” present? Yes No Are Vegetation , Soil , or Hydrology SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. Yes Yes Yes Yes ) 1. 2.(A) 3. 4.(B) 5. (A/B) Sapling/Shrub Stratum 1. 2. 3.x 1 = 4.x 2 = 5.x 3 = x 4 = x 5 = 1.Column Totals:(A)(B) 2. 3. 4. 5. 6. 7. 8.4 - Morphological Adaptations1 (Provide supporting 9. 10. Woody Vine Stratum 1. 2. Yes ) =Total Cover naturally problematic? (If needed, explain any answers in Remarks.) significantly disturbed? UPL species (Plot size:Tree Stratum Absolute % Cover Sampling Point: Section, Township, Range: Local relief (concave, convex, none): Long:Datum: Remarks: NWI classification: Yes No No Prevalence Index worksheet: City/County: Hydrophytic Vegetation Present?No Number of Dominant Species That Are OBL, FACW, or FAC: data in Remarks or on a separate sheet) 1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Sampling Date: Are climatic / hydrologic conditions on the site typical for this time of year? (If no, explain in Remarks.) Total % Cover of: ) Indicator Status Dominant Species? Herb Stratum (Plot size: Wetland Hydrology Present? ) Remarks: (Include photo numbers here or on a separate sheet.) =Total Cover 3 - Prevalence Index is ≤3.01 FACU species (Plot size: Problematic Hydrophytic Vegetation1 (Explain) OBL species FACW species FAC species Hydrophytic Vegetation Indicators: =Total Cover Percent of Dominant Species That Are OBL, FACW, or FAC: 2 - Dominance Test is >50% =Total Cover 1 - Rapid Test for Hydrophytic Vegetation Prevalence Index = B/A = Multiply by: (Plot size: U.S. Army Corps of Engineers WETLAND DETERMINATION DATA SHEET – Midwest Region See ERDC/EL TR-10-16; the proponent agency is CECW-COR OMB Control #: 0710-0024, Exp: 09/30/2027 Requirement Control Symbol EXEMPT: (Authority: AR 335-15, paragraph 5-2a) Total Number of Dominant Species Across All Strata: Dominance Test worksheet: No No No VEGETATION – Use scientific names of plants. Is the Sampled Area within a Wetland? Hydrophytic Vegetation Present? Hydric Soil Present? ENG FORM 6116-7, SEP 2024 Midwest – Version 2.0 Project Cardinal Kendall County 2025-04-24 Pioneer Development, LLC Illinois SP-3 Burns & McDonnell (C. Most, L. Belleville)S05 T37N R7E Depression Concave 1 41.7198719 -88.45449415 WGS 84 59A - Lisbon silt loam, 0 to 2 percent slopes 4 4 4 4 4 0 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 30 ft r 15 ft r 5 ft r 30 ft r No vegetation present, sample plot is within an agricultural field. Vegetation is assumed to be hydrophytic due to prevalence of other wetland indicators. 4 SP-3 is located within palustrine emergent farmed (PEMf) wetland (W)-1. The USACE Antecedent Precipitation Tool indicated the Survey Area was experiencing normal conditions at the time of field surveys. Sampling Point: %%Type1 Loc2 Type: Depth (inches):Hydric Soil Present? Yes No Primary Indicators (minimum of one is required; check all that apply) Sparsely Vegetated Concave Surface (B8) Surface Water Present? Yes Water Table Present? Yes Saturation Present? Yes Wetland Hydrology Present? Yes No Geomorphic Position (D2) No No No Depth (inches): Depth (inches): Depth (inches): Field Observations: SOIL Restrictive Layer (if observed): Remarks: Dry-Season Water Table (C2) Crayfish Burrows (C8) Saturation Visible on Aerial Imagery (C9) FAC-Neutral Test (D5) Algal Mat or Crust (B4) Sediment Deposits (B2) Drift Deposits (B3) Water Marks (B1) Iron Deposits (B5) Inundation Visible on Aerial Imagery (B7) (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: HYDROLOGY Water-Stained Leaves (B9) Aquatic Fauna (B13) True Aquatic Plants (B14) Hydrogen Sulfide Odor (C1) Oxidized Rhizospheres on Living Roots (C3) Presence of Reduced Iron (C4) Recent Iron Reduction in Tilled Soils (C6) Thin Muck Surface (C7) Gauge or Well Data (D9) Other (Explain in Remarks) Surface Soil Cracks (B6) Drainage Patterns (B10) Stunted or Stressed Plants (D1) Remarks: Surface Water (A1) High Water Table (A2) Saturation (A3) Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) unless disturbed or problematic. wetland hydrology must be present, 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators:Indicators for Problematic Hydric Soils3: Iron-Manganese Masses (F12) Red Parent Material (F21) Very Shallow Dark Surface (F22) Other (Explain in Remarks) Sandy Gleyed Matrix (S4) Sandy Redox (S5) Depleted Matrix (F3) Redox Dark Surface (F6) Depleted Dark Surface (F7) Redox Depressions (F8) 3Indicators of hydrophytic vegetation and Matrix Texture RemarksColor (moist) Loamy Gleyed Matrix (F2) Histosol (A1) Histic Epipedon (A2) Black Histic (A3) Hydrogen Sulfide (A4) Stratified Layers (A5) 2 cm Muck (A10) Depleted Below Dark Surface (A11) Thick Dark Surface (A12) Iron Monosulfide (A18) Sandy Mucky Mineral (S1) 5 cm Mucky Peat or Peat (S3) Stripped Matrix (S6) Loamy Mucky Mineral (F1) Dark Surface (S7) Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Redox FeaturesDepth (inches) Color (moist) ENG FORM 6116-7, SEP 2024 Midwest – Version 2.0 - - - - - - SP-3 0 8 10YR 2/2 100 Silty Clay Loam 8 20 10YR 2/2 60 10YR 5/6 10 C M Silty Clay Loam 8 20 10YR 4/2 30 Silty Clay Loam 4 4 4 4 4 4 4 4 10 18 4 VEGETATION Continued Sampling Point: 6. 7. 8. 9. 10. 11. 12. 13. 6. 7. 8. 9. 10. 11. 12. 13. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 3. 4. 5. 6. 7. Herb – All herbaceous (non-woody) plants, including herbaceous vines, regardless of size, and woody plants less than 3.28 ft tall. Woody Vine – All woody vines greater than 3.28 ft in height. =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) Woody Vine Stratum =Total Cover =Total Cover Herb Stratum =Total Cover Sapling/Shrub Stratum Sapling/Shrub – Woody plants less than 3 in. DBH and greater than 3.28 ft (1 m) tall. – Use scientific names of plants. Tree Stratum Absolute % Cover Dominant Species? Indicator Status Definitions of Vegetation Strata: Tree – Woody plants 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. ENG FORM 6116-7, SEP 2024 Midwest – Version 2.0 No vegetation present, sample plot is within an agricultural field. Vegetation is assumed to be hydrophytic due to prevalence of other wetland indicators. SP-3 Project/Site: Applicant/Owner:State: Investigator(s): Landform (hillside, terrace, etc.): Slope (%): Lat: Soil Map Unit Name: Are Vegetation , Soil , or Hydrology Are “Normal Circumstances” present? Yes No Are Vegetation , Soil , or Hydrology SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. Yes Yes Yes Yes ) 1. 2.(A) 3. 4.(B) 5. (A/B) Sapling/Shrub Stratum 1. 2. 3.x 1 = 4.x 2 = 5.x 3 = x 4 = x 5 = 1.Column Totals:(A)(B) 2. 3. 4. 5. 6. 7. 8.4 - Morphological Adaptations1 (Provide supporting 9. 10. Woody Vine Stratum 1. 2. Yes ) =Total Cover naturally problematic? (If needed, explain any answers in Remarks.) significantly disturbed? UPL species (Plot size:Tree Stratum Absolute % Cover Sampling Point: Section, Township, Range: Local relief (concave, convex, none): Long:Datum: Remarks: NWI classification: Yes No No Prevalence Index worksheet: City/County: Hydrophytic Vegetation Present?No Number of Dominant Species That Are OBL, FACW, or FAC: data in Remarks or on a separate sheet) 1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Sampling Date: Are climatic / hydrologic conditions on the site typical for this time of year? (If no, explain in Remarks.) Total % Cover of: ) Indicator Status Dominant Species? Herb Stratum (Plot size: Wetland Hydrology Present? ) Remarks: (Include photo numbers here or on a separate sheet.) =Total Cover 3 - Prevalence Index is ≤3.01 FACU species (Plot size: Problematic Hydrophytic Vegetation1 (Explain) OBL species FACW species FAC species Hydrophytic Vegetation Indicators: =Total Cover Percent of Dominant Species That Are OBL, FACW, or FAC: 2 - Dominance Test is >50% =Total Cover 1 - Rapid Test for Hydrophytic Vegetation Prevalence Index = B/A = Multiply by: (Plot size: U.S. Army Corps of Engineers WETLAND DETERMINATION DATA SHEET – Midwest Region See ERDC/EL TR-10-16; the proponent agency is CECW-COR OMB Control #: 0710-0024, Exp: 09/30/2027 Requirement Control Symbol EXEMPT: (Authority: AR 335-15, paragraph 5-2a) Total Number of Dominant Species Across All Strata: Dominance Test worksheet: No No No VEGETATION – Use scientific names of plants. Is the Sampled Area within a Wetland? Hydrophytic Vegetation Present? Hydric Soil Present? ENG FORM 6116-7, SEP 2024 Midwest – Version 2.0 Project Cardinal Kendall County 2025-04-24 Pioneer Development, LLC Illinois SP-4 Burns & McDonnell (C. Most, L. Belleville)S05 T37N R7E Depression Concave 1 41.71997513 -88.45449317 WGS 84 59A - Lisbon silt loam, 0 to 2 percent slopes 4 4 4 4 4 0 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 30 ft r 15 ft r 5 ft r 30 ft r No vegetation present, sample plot is within an agricultural field. 4 SP-4 is located within an upland adjacent to W-1. The USACE Antecedent Precipitation Tool indicated the Survey Area was experiencing normal conditions at the time of field surveys. Sampling Point: %%Type1 Loc2 Type: Depth (inches):Hydric Soil Present? Yes No Primary Indicators (minimum of one is required; check all that apply) Sparsely Vegetated Concave Surface (B8) Surface Water Present? Yes Water Table Present? Yes Saturation Present? Yes Wetland Hydrology Present? Yes No Geomorphic Position (D2) No No No Depth (inches): Depth (inches): Depth (inches): Field Observations: SOIL Restrictive Layer (if observed): Remarks: Dry-Season Water Table (C2) Crayfish Burrows (C8) Saturation Visible on Aerial Imagery (C9) FAC-Neutral Test (D5) Algal Mat or Crust (B4) Sediment Deposits (B2) Drift Deposits (B3) Water Marks (B1) Iron Deposits (B5) Inundation Visible on Aerial Imagery (B7) (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: HYDROLOGY Water-Stained Leaves (B9) Aquatic Fauna (B13) True Aquatic Plants (B14) Hydrogen Sulfide Odor (C1) Oxidized Rhizospheres on Living Roots (C3) Presence of Reduced Iron (C4) Recent Iron Reduction in Tilled Soils (C6) Thin Muck Surface (C7) Gauge or Well Data (D9) Other (Explain in Remarks) Surface Soil Cracks (B6) Drainage Patterns (B10) Stunted or Stressed Plants (D1) Remarks: Surface Water (A1) High Water Table (A2) Saturation (A3) Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) unless disturbed or problematic. wetland hydrology must be present, 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators:Indicators for Problematic Hydric Soils3: Iron-Manganese Masses (F12) Red Parent Material (F21) Very Shallow Dark Surface (F22) Other (Explain in Remarks) Sandy Gleyed Matrix (S4) Sandy Redox (S5) Depleted Matrix (F3) Redox Dark Surface (F6) Depleted Dark Surface (F7) Redox Depressions (F8) 3Indicators of hydrophytic vegetation and Matrix Texture RemarksColor (moist) Loamy Gleyed Matrix (F2) Histosol (A1) Histic Epipedon (A2) Black Histic (A3) Hydrogen Sulfide (A4) Stratified Layers (A5) 2 cm Muck (A10) Depleted Below Dark Surface (A11) Thick Dark Surface (A12) Iron Monosulfide (A18) Sandy Mucky Mineral (S1) 5 cm Mucky Peat or Peat (S3) Stripped Matrix (S6) Loamy Mucky Mineral (F1) Dark Surface (S7) Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Redox FeaturesDepth (inches) Color (moist) ENG FORM 6116-7, SEP 2024 Midwest – Version 2.0 - - - - - - SP-4 0 10 10YR 2/1 100 Silty Clay Loam 10 20 10YR 4/3 60 Silty Clay Loam 10 20 10YR 2/1 40 Silty Clay Loam 4 4 4 4 4 4 VEGETATION Continued Sampling Point: 6. 7. 8. 9. 10. 11. 12. 13. 6. 7. 8. 9. 10. 11. 12. 13. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 3. 4. 5. 6. 7. Herb – All herbaceous (non-woody) plants, including herbaceous vines, regardless of size, and woody plants less than 3.28 ft tall. Woody Vine – All woody vines greater than 3.28 ft in height. =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) Woody Vine Stratum =Total Cover =Total Cover Herb Stratum =Total Cover Sapling/Shrub Stratum Sapling/Shrub – Woody plants less than 3 in. DBH and greater than 3.28 ft (1 m) tall. – Use scientific names of plants. Tree Stratum Absolute % Cover Dominant Species? Indicator Status Definitions of Vegetation Strata: Tree – Woody plants 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. ENG FORM 6116-7, SEP 2024 Midwest – Version 2.0 No vegetation present, sample plot is within an agricultural field. SP-4 Project/Site: Applicant/Owner:State: Investigator(s): Landform (hillside, terrace, etc.): Slope (%): Lat: Soil Map Unit Name: Are Vegetation , Soil , or Hydrology Are “Normal Circumstances” present? Yes No Are Vegetation , Soil , or Hydrology SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. Yes Yes Yes Yes ) 1. 2.(A) 3. 4.(B) 5. (A/B) Sapling/Shrub Stratum 1. 2. 3.x 1 = 4.x 2 = 5.x 3 = x 4 = x 5 = 1.Column Totals:(A)(B) 2. 3. 4. 5. 6. 7. 8.4 - Morphological Adaptations1 (Provide supporting 9. 10. Woody Vine Stratum 1. 2. Yes ) =Total Cover naturally problematic? (If needed, explain any answers in Remarks.) significantly disturbed? UPL species (Plot size:Tree Stratum Absolute % Cover Sampling Point: Section, Township, Range: Local relief (concave, convex, none): Long:Datum: Remarks: NWI classification: Yes No No Prevalence Index worksheet: City/County: Hydrophytic Vegetation Present?No Number of Dominant Species That Are OBL, FACW, or FAC: data in Remarks or on a separate sheet) 1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Sampling Date: Are climatic / hydrologic conditions on the site typical for this time of year? (If no, explain in Remarks.) Total % Cover of: ) Indicator Status Dominant Species? Herb Stratum (Plot size: Wetland Hydrology Present? ) Remarks: (Include photo numbers here or on a separate sheet.) =Total Cover 3 - Prevalence Index is ≤3.01 FACU species (Plot size: Problematic Hydrophytic Vegetation1 (Explain) OBL species FACW species FAC species Hydrophytic Vegetation Indicators: =Total Cover Percent of Dominant Species That Are OBL, FACW, or FAC: 2 - Dominance Test is >50% =Total Cover 1 - Rapid Test for Hydrophytic Vegetation Prevalence Index = B/A = Multiply by: (Plot size: U.S. Army Corps of Engineers WETLAND DETERMINATION DATA SHEET – Midwest Region See ERDC/EL TR-10-16; the proponent agency is CECW-COR OMB Control #: 0710-0024, Exp: 09/30/2027 Requirement Control Symbol EXEMPT: (Authority: AR 335-15, paragraph 5-2a) Total Number of Dominant Species Across All Strata: Dominance Test worksheet: No No No VEGETATION – Use scientific names of plants. Is the Sampled Area within a Wetland? Hydrophytic Vegetation Present? Hydric Soil Present? ENG FORM 6116-7, SEP 2024 Midwest – Version 2.0 Project Cardinal Kendall County 2025-04-24 Pioneer Development, LLC Illinois SP-5 Burns & McDonnell (C. Most, L. Belleville)S05 T37N R7E Flat Linear 0 41.70695962 -88.45256564 WGS 84 152A - Drummer silty clay loam, 0 to 2 percent slopes 4 4 4 4 4 0 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 30 ft r 15 ft r 5 ft r 30 ft r No vegetation present, sample plot is within an agricultural field. 4 SP-5 is located within an area that was determined not to be wetland. The USACE Antecedent Precipitation Tool indicated the Survey Area was experiencing normal conditions at the time of field surveys. Sampling Point: %%Type1 Loc2 Type: Depth (inches):Hydric Soil Present? Yes No Primary Indicators (minimum of one is required; check all that apply) Sparsely Vegetated Concave Surface (B8) Surface Water Present? Yes Water Table Present? Yes Saturation Present? Yes Wetland Hydrology Present? Yes No Geomorphic Position (D2) No No No Depth (inches): Depth (inches): Depth (inches): Field Observations: SOIL Restrictive Layer (if observed): Remarks: Dry-Season Water Table (C2) Crayfish Burrows (C8) Saturation Visible on Aerial Imagery (C9) FAC-Neutral Test (D5) Algal Mat or Crust (B4) Sediment Deposits (B2) Drift Deposits (B3) Water Marks (B1) Iron Deposits (B5) Inundation Visible on Aerial Imagery (B7) (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: HYDROLOGY Water-Stained Leaves (B9) Aquatic Fauna (B13) True Aquatic Plants (B14) Hydrogen Sulfide Odor (C1) Oxidized Rhizospheres on Living Roots (C3) Presence of Reduced Iron (C4) Recent Iron Reduction in Tilled Soils (C6) Thin Muck Surface (C7) Gauge or Well Data (D9) Other (Explain in Remarks) Surface Soil Cracks (B6) Drainage Patterns (B10) Stunted or Stressed Plants (D1) Remarks: Surface Water (A1) High Water Table (A2) Saturation (A3) Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) unless disturbed or problematic. wetland hydrology must be present, 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators:Indicators for Problematic Hydric Soils3: Iron-Manganese Masses (F12) Red Parent Material (F21) Very Shallow Dark Surface (F22) Other (Explain in Remarks) Sandy Gleyed Matrix (S4) Sandy Redox (S5) Depleted Matrix (F3) Redox Dark Surface (F6) Depleted Dark Surface (F7) Redox Depressions (F8) 3Indicators of hydrophytic vegetation and Matrix Texture RemarksColor (moist) Loamy Gleyed Matrix (F2) Histosol (A1) Histic Epipedon (A2) Black Histic (A3) Hydrogen Sulfide (A4) Stratified Layers (A5) 2 cm Muck (A10) Depleted Below Dark Surface (A11) Thick Dark Surface (A12) Iron Monosulfide (A18) Sandy Mucky Mineral (S1) 5 cm Mucky Peat or Peat (S3) Stripped Matrix (S6) Loamy Mucky Mineral (F1) Dark Surface (S7) Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Redox FeaturesDepth (inches) Color (moist) ENG FORM 6116-7, SEP 2024 Midwest – Version 2.0 - - - - - - SP-5 0 16 10YR 2/1 100 Silty Clay Loam 16 20 10YR 2/1 95 10YR 5/6 5 C M Silty Clay Loam 20 26 10YR 2/1 85 10YR 5/6 15 C M Silty Clay Loam Compacted clay 26 4 4 4 4 4 1-4 4 Saturation only present in first four inches. VEGETATION Continued Sampling Point: 6. 7. 8. 9. 10. 11. 12. 13. 6. 7. 8. 9. 10. 11. 12. 13. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 3. 4. 5. 6. 7. Herb – All herbaceous (non-woody) plants, including herbaceous vines, regardless of size, and woody plants less than 3.28 ft tall. Woody Vine – All woody vines greater than 3.28 ft in height. =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) Woody Vine Stratum =Total Cover =Total Cover Herb Stratum =Total Cover Sapling/Shrub Stratum Sapling/Shrub – Woody plants less than 3 in. DBH and greater than 3.28 ft (1 m) tall. – Use scientific names of plants. Tree Stratum Absolute % Cover Dominant Species? Indicator Status Definitions of Vegetation Strata: Tree – Woody plants 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. ENG FORM 6116-7, SEP 2024 Midwest – Version 2.0 No vegetation present, sample plot is within an agricultural field. SP-5 Project/Site: Applicant/Owner:State: Investigator(s): Landform (hillside, terrace, etc.): Slope (%): Lat: Soil Map Unit Name: Are Vegetation , Soil , or Hydrology Are “Normal Circumstances” present? Yes No Are Vegetation , Soil , or Hydrology SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. Yes Yes Yes Yes ) 1. 2.(A) 3. 4.(B) 5. (A/B) Sapling/Shrub Stratum 1. 2. 3.x 1 = 4.x 2 = 5.x 3 = x 4 = x 5 = 1.Column Totals:(A)(B) 2. 3. 4. 5. 6. 7. 8.4 - Morphological Adaptations1 (Provide supporting 9. 10. Woody Vine Stratum 1. 2. Yes ) =Total Cover naturally problematic? (If needed, explain any answers in Remarks.) significantly disturbed? UPL species (Plot size:Tree Stratum Absolute % Cover Sampling Point: Section, Township, Range: Local relief (concave, convex, none): Long:Datum: Remarks: NWI classification: Yes No No Prevalence Index worksheet: City/County: Hydrophytic Vegetation Present?No Number of Dominant Species That Are OBL, FACW, or FAC: data in Remarks or on a separate sheet) 1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Sampling Date: Are climatic / hydrologic conditions on the site typical for this time of year? (If no, explain in Remarks.) Total % Cover of: ) Indicator Status Dominant Species? Herb Stratum (Plot size: Wetland Hydrology Present? ) Remarks: (Include photo numbers here or on a separate sheet.) =Total Cover 3 - Prevalence Index is ≤3.01 FACU species (Plot size: Problematic Hydrophytic Vegetation1 (Explain) OBL species FACW species FAC species Hydrophytic Vegetation Indicators: =Total Cover Percent of Dominant Species That Are OBL, FACW, or FAC: 2 - Dominance Test is >50% =Total Cover 1 - Rapid Test for Hydrophytic Vegetation Prevalence Index = B/A = Multiply by: (Plot size: U.S. Army Corps of Engineers WETLAND DETERMINATION DATA SHEET – Midwest Region See ERDC/EL TR-10-16; the proponent agency is CECW-COR OMB Control #: 0710-0024, Exp: 09/30/2027 Requirement Control Symbol EXEMPT: (Authority: AR 335-15, paragraph 5-2a) Total Number of Dominant Species Across All Strata: Dominance Test worksheet: No No No VEGETATION – Use scientific names of plants. Is the Sampled Area within a Wetland? Hydrophytic Vegetation Present? Hydric Soil Present? ENG FORM 6116-7, SEP 2024 Midwest – Version 2.0 Project Cardinal Kendall County 2025-04-24 Pioneer Development, LLC Illinois SP-6 Burns & McDonnell (C. Most, L. Belleville)S05 T37N R7E Depression Concave 1 41.70670667 -88.45158353 WGS 84 149A - Brenton silt loam, 0 to 2 percent slopes 4 4 4 4 4 0 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 30 ft r 15 ft r 5 ft r 30 ft r No vegetation present, sample plot is located within an agricultural field. Vegetation is assumed to be hydrophytic due to prevalence of other wetland indicators. 4 SP-6 is located within PEMf W-2. The USACE Antecedent Precipitation Tool indicated the Survey Area was experiencing normal conditions at the time of field surveys. Sampling Point: %%Type1 Loc2 Type: Depth (inches):Hydric Soil Present? Yes No Primary Indicators (minimum of one is required; check all that apply) Sparsely Vegetated Concave Surface (B8) Surface Water Present? Yes Water Table Present? Yes Saturation Present? Yes Wetland Hydrology Present? Yes No Geomorphic Position (D2) No No No Depth (inches): Depth (inches): Depth (inches): Field Observations: SOIL Restrictive Layer (if observed): Remarks: Dry-Season Water Table (C2) Crayfish Burrows (C8) Saturation Visible on Aerial Imagery (C9) FAC-Neutral Test (D5) Algal Mat or Crust (B4) Sediment Deposits (B2) Drift Deposits (B3) Water Marks (B1) Iron Deposits (B5) Inundation Visible on Aerial Imagery (B7) (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: HYDROLOGY Water-Stained Leaves (B9) Aquatic Fauna (B13) True Aquatic Plants (B14) Hydrogen Sulfide Odor (C1) Oxidized Rhizospheres on Living Roots (C3) Presence of Reduced Iron (C4) Recent Iron Reduction in Tilled Soils (C6) Thin Muck Surface (C7) Gauge or Well Data (D9) Other (Explain in Remarks) Surface Soil Cracks (B6) Drainage Patterns (B10) Stunted or Stressed Plants (D1) Remarks: Surface Water (A1) High Water Table (A2) Saturation (A3) Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) unless disturbed or problematic. wetland hydrology must be present, 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators:Indicators for Problematic Hydric Soils3: Iron-Manganese Masses (F12) Red Parent Material (F21) Very Shallow Dark Surface (F22) Other (Explain in Remarks) Sandy Gleyed Matrix (S4) Sandy Redox (S5) Depleted Matrix (F3) Redox Dark Surface (F6) Depleted Dark Surface (F7) Redox Depressions (F8) 3Indicators of hydrophytic vegetation and Matrix Texture RemarksColor (moist) Loamy Gleyed Matrix (F2) Histosol (A1) Histic Epipedon (A2) Black Histic (A3) Hydrogen Sulfide (A4) Stratified Layers (A5) 2 cm Muck (A10) Depleted Below Dark Surface (A11) Thick Dark Surface (A12) Iron Monosulfide (A18) Sandy Mucky Mineral (S1) 5 cm Mucky Peat or Peat (S3) Stripped Matrix (S6) Loamy Mucky Mineral (F1) Dark Surface (S7) Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Redox FeaturesDepth (inches) Color (moist) ENG FORM 6116-7, SEP 2024 Midwest – Version 2.0 - - - - - - SP-6 0 6 10YR 2/1 100 Silty Clay Loam 6 20 10YR 2/1 60 10YR 5/6 15 C M Silty Clay Loam 6 20 10YR 5/2 25 D M Silty Clay Loam 4 4 4 4 4 4 4 4 VEGETATION Continued Sampling Point: 6. 7. 8. 9. 10. 11. 12. 13. 6. 7. 8. 9. 10. 11. 12. 13. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 3. 4. 5. 6. 7. Herb – All herbaceous (non-woody) plants, including herbaceous vines, regardless of size, and woody plants less than 3.28 ft tall. Woody Vine – All woody vines greater than 3.28 ft in height. =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) Woody Vine Stratum =Total Cover =Total Cover Herb Stratum =Total Cover Sapling/Shrub Stratum Sapling/Shrub – Woody plants less than 3 in. DBH and greater than 3.28 ft (1 m) tall. – Use scientific names of plants. Tree Stratum Absolute % Cover Dominant Species? Indicator Status Definitions of Vegetation Strata: Tree – Woody plants 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. ENG FORM 6116-7, SEP 2024 Midwest – Version 2.0 No vegetation present, sample plot is located within an agricultural field. Vegetation is assumed to be hydrophytic due to prevalence of other wetland indicators. SP-6 Project/Site: Applicant/Owner:State: Investigator(s): Landform (hillside, terrace, etc.): Slope (%): Lat: Soil Map Unit Name: Are Vegetation , Soil , or Hydrology Are “Normal Circumstances” present? Yes No Are Vegetation , Soil , or Hydrology SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. Yes Yes Yes Yes ) 1. 2.(A) 3. 4.(B) 5. (A/B) Sapling/Shrub Stratum 1. 2. 3.x 1 = 4.x 2 = 5.x 3 = x 4 = x 5 = 1.Column Totals:(A)(B) 2. 3. 4. 5. 6. 7. 8.4 - Morphological Adaptations1 (Provide supporting 9. 10. Woody Vine Stratum 1. 2. Yes ) =Total Cover naturally problematic? (If needed, explain any answers in Remarks.) significantly disturbed? UPL species (Plot size:Tree Stratum Absolute % Cover Sampling Point: Section, Township, Range: Local relief (concave, convex, none): Long:Datum: Remarks: NWI classification: Yes No No Prevalence Index worksheet: City/County: Hydrophytic Vegetation Present?No Number of Dominant Species That Are OBL, FACW, or FAC: data in Remarks or on a separate sheet) 1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Sampling Date: Are climatic / hydrologic conditions on the site typical for this time of year? (If no, explain in Remarks.) Total % Cover of: ) Indicator Status Dominant Species? Herb Stratum (Plot size: Wetland Hydrology Present? ) Remarks: (Include photo numbers here or on a separate sheet.) =Total Cover 3 - Prevalence Index is ≤3.01 FACU species (Plot size: Problematic Hydrophytic Vegetation1 (Explain) OBL species FACW species FAC species Hydrophytic Vegetation Indicators: =Total Cover Percent of Dominant Species That Are OBL, FACW, or FAC: 2 - Dominance Test is >50% =Total Cover 1 - Rapid Test for Hydrophytic Vegetation Prevalence Index = B/A = Multiply by: (Plot size: U.S. Army Corps of Engineers WETLAND DETERMINATION DATA SHEET – Midwest Region See ERDC/EL TR-10-16; the proponent agency is CECW-COR OMB Control #: 0710-0024, Exp: 09/30/2027 Requirement Control Symbol EXEMPT: (Authority: AR 335-15, paragraph 5-2a) Total Number of Dominant Species Across All Strata: Dominance Test worksheet: No No No VEGETATION – Use scientific names of plants. Is the Sampled Area within a Wetland? Hydrophytic Vegetation Present? Hydric Soil Present? ENG FORM 6116-7, SEP 2024 Midwest – Version 2.0 Project Cardinal Kendall County 2025-04-24 Pioneer Development, LLC Illinois SP-7 Burns & McDonnell (C. Most, L. Belleville)S05 T37N R7E Flat Linear 0 41.70668964 -88.45166761 WGS 84 152A - Drummer silty clay loam, 0 to 2 percent slopes 4 4 4 4 4 0 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 30 ft r 15 ft r 5 ft r 30 ft r No vegetation present, sample plot is within an agricultural field. 4 SP-7 is located within an upland adjacent to W-2. The USACE Antecedent Precipitation Tool indicated the Survey Area was experiencing normal conditions at the time of field surveys. Sampling Point: %%Type1 Loc2 Type: Depth (inches):Hydric Soil Present? Yes No Primary Indicators (minimum of one is required; check all that apply) Sparsely Vegetated Concave Surface (B8) Surface Water Present? Yes Water Table Present? Yes Saturation Present? Yes Wetland Hydrology Present? Yes No Geomorphic Position (D2) No No No Depth (inches): Depth (inches): Depth (inches): Field Observations: SOIL Restrictive Layer (if observed): Remarks: Dry-Season Water Table (C2) Crayfish Burrows (C8) Saturation Visible on Aerial Imagery (C9) FAC-Neutral Test (D5) Algal Mat or Crust (B4) Sediment Deposits (B2) Drift Deposits (B3) Water Marks (B1) Iron Deposits (B5) Inundation Visible on Aerial Imagery (B7) (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: HYDROLOGY Water-Stained Leaves (B9) Aquatic Fauna (B13) True Aquatic Plants (B14) Hydrogen Sulfide Odor (C1) Oxidized Rhizospheres on Living Roots (C3) Presence of Reduced Iron (C4) Recent Iron Reduction in Tilled Soils (C6) Thin Muck Surface (C7) Gauge or Well Data (D9) Other (Explain in Remarks) Surface Soil Cracks (B6) Drainage Patterns (B10) Stunted or Stressed Plants (D1) Remarks: Surface Water (A1) High Water Table (A2) Saturation (A3) Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) unless disturbed or problematic. wetland hydrology must be present, 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators:Indicators for Problematic Hydric Soils3: Iron-Manganese Masses (F12) Red Parent Material (F21) Very Shallow Dark Surface (F22) Other (Explain in Remarks) Sandy Gleyed Matrix (S4) Sandy Redox (S5) Depleted Matrix (F3) Redox Dark Surface (F6) Depleted Dark Surface (F7) Redox Depressions (F8) 3Indicators of hydrophytic vegetation and Matrix Texture RemarksColor (moist) Loamy Gleyed Matrix (F2) Histosol (A1) Histic Epipedon (A2) Black Histic (A3) Hydrogen Sulfide (A4) Stratified Layers (A5) 2 cm Muck (A10) Depleted Below Dark Surface (A11) Thick Dark Surface (A12) Iron Monosulfide (A18) Sandy Mucky Mineral (S1) 5 cm Mucky Peat or Peat (S3) Stripped Matrix (S6) Loamy Mucky Mineral (F1) Dark Surface (S7) Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Redox FeaturesDepth (inches) Color (moist) ENG FORM 6116-7, SEP 2024 Midwest – Version 2.0 - - - - - - SP-7 0 18 10YR 2/1 100 18 20 10YR 2/1 90 10YR 4/2 8 D M Silty Clay Loam 18 20 10YR 5/4 2 C M Silty Clay Loam 4 4 4 4 4 VEGETATION Continued Sampling Point: 6. 7. 8. 9. 10. 11. 12. 13. 6. 7. 8. 9. 10. 11. 12. 13. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 3. 4. 5. 6. 7. Herb – All herbaceous (non-woody) plants, including herbaceous vines, regardless of size, and woody plants less than 3.28 ft tall. Woody Vine – All woody vines greater than 3.28 ft in height. =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) Woody Vine Stratum =Total Cover =Total Cover Herb Stratum =Total Cover Sapling/Shrub Stratum Sapling/Shrub – Woody plants less than 3 in. DBH and greater than 3.28 ft (1 m) tall. – Use scientific names of plants. Tree Stratum Absolute % Cover Dominant Species? Indicator Status Definitions of Vegetation Strata: Tree – Woody plants 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. ENG FORM 6116-7, SEP 2024 Midwest – Version 2.0 No vegetation present, sample plot is within an agricultural field. SP-7 Appendix C – Photograph Log Pioneer Development, LLC Project Cardinal Site Photographs March 24, 2025 Bristol Township, Kendall County, IL Photograph 1: View of Sample Plot (SP)-3 located within Palustrine Emergent, farmed (PEMf) Wetland (W)-1, facing south. Photograph 2: View of SP-4 located within an upland area adjacent to W-1, facing east. Pioneer Development, LLC Project Cardinal Site Photographs March 24, 2025 Bristol Township, Kendall County, IL Photograph 3: View of SP-6 located within PEMf W-2, facing north. Photograph 4: View of SP-7 located within an upland area adjacent to W-2, facing north. Pioneer Development, LLC Project Cardinal Site Photographs March 24, 2025 Bristol Township, Kendall County, IL Photograph 5: Representative view of Stream (S)-1 within the Survey Area, facing south towards Galena Road. Photograph 6: Representative view of a drainage feature to S-1 within the Survey Area, facing west. Pioneer Development, LLC Project Cardinal Site Photographs March 24, 2025 Bristol Township, Kendall County, IL Photograph 7: Representative view of culvert that facilitates water movement to S-1 within the Survey Area, facing east. Appendix D – Farmed Wetland Determination FWD Signature WET Number of Signatures Present on Normal/Dry Year Images Mapped NWI (Y/N) Hydric Soil Meets FWD Requirements (Y/N) Signature Type Comments Year 2013 2015 2017 2018 2023 2024 Aerial Source Google Earth Google Earth Google Earth Google Earth Google Earth Google Earth Aerial Date 5/23/2013 9/20/2015 9/9/2017 7/11/2018 6/19/2023 5/3/2024 APT Tool1 WET NORMAL NORMAL NORMAL DRY NORMAL 1 X X X X X X 5 N N Y SP-1 Upland vegetation 2 X X X X X X 5 N N Y SP-2 Upland vegetation, no hydric soil 3 X X 2 N Partial Y NA Absence of Geomorphic Position 4 X X X X X X 5 N Partial Y NA Elevated property line, upland vegetation 5 X X X X X X 5 N N Y NA Absence of Geomorphic Position, upland vegetation 6 X X X X X 4 N N Y NA Absence of Geomorphic Position 7 X X X X X 4 N N Y NA Absence of Geomorphic Position 8 X X X X X X 5 N N Y NA Absence of Geomorphic Position, upland vegetation 9 X 0 N Partial N NA Absence of Geomorphic Position 10 X X X X X 4 N Partial Y W-1 11 X X X X 3 N Y Y NA Absence of Geomorphic Position, upland vegetation 12 X X X X X X 5 N Partial Y NA Elevated property line, upland vegetation 13 X 0 N N N NA Absence of Geomorphic Position 14 X X X X 3 N N Y NA Absence of Geomorphic Position 15 X X X 2 N Partial N NA Absence of Geomorphic Position 16 X X X 2 N Partial N NA Absence of Geomorphic Position 17 X X X X X X 5 N Partial Y NA Field Access entrance FWD Summary NORMAL/DRY 1 Antecedent Precipitation Tool (APT) https://www.epa.gov/nwpr/antecedent-precipitation-tool-apt Section 11 Security Fencing Security Fencing Project Cardinal PROJECT NO. 182671 REVI S ION 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. 9400 Ward Parkway | Kansas City, MO 64114 | burnsmcd.com July 1, 2025 Project Cardinal - Design Team Pioneer Development Re: Project Cardinal Preliminary Sound Study Burns & McDonnell was retained by Pioneer Development (“Pioneer”) to conduct a preliminary sound study (the “Study”) for the proposed Project Cardinal Data Center Development (the “Project”). The objective of the Study was to estimate future noise impacts from operational equipment at the Project’s property boundaries. The Project is proposed to be located in Yorkville, Illinois. The current site plan is presented in Figure 1 and includes fourteen (14) two-story data center buildings. The design includes eleven (11) large (~680,600 square foot) buildings and three (3) smaller (~390,000 square foot) buildings. The large buildings were modeled with 108 rooftop chillers and 80 auxiliary generators at ground level. The smaller buildings include 54 rooftop chillers and 40 auxiliary generators. The buildings, barriers, layout, and equipment counts were provided by Pioneer for the current design. However, this design is preliminary and would likely evolve throughout the detailed design stages of the Project. This analysis included predictive modeling to estimate Project-generated sound levels in the surrounding community for two operational scenarios. A comparison to the local sound level limits was performed at the Project boundaries. Sound level impacts at the nearest noise sensitive receptors would be expected to be lower as Project-generated sound would attenuate as it moves offsite. Acoustic Terminology The term “sound level” is often used to describe two different sound characteristics: sound power and sound pressure. Every source that produces sound has a sound power level (PWL). The PWL is the acoustical energy emitted by a sound source and is an absolute number that is not affected by the surrounding environment. The acoustical energy produced by a source propagates through media as pressure fluctuations. These pressure fluctuations, also called sound pressure levels (SPL), are what human ears hear and microphones measure. Sound is physically characterized by amplitude and frequency. The amplitude of sound is measured in decibels (dB) as the logarithmic ratio of a sound pressure to a reference sound pressure (20 micropascals). The reference sound pressure corresponds to the typical threshold of human hearing. To the average listener, a 3-dB change in a continuous broadband sound is generally considered “just barely perceptible”; a 5-dB change is generally considered “clearly noticeable”; and a 10-dB change is generally considered a doubling (or halving, if the sound is decreasing) of the apparent loudness. Sound waves can occur at many different wavelengths, also known as the frequency. Frequency is measured in hertz (Hz) and is the number of wave cycles per second that occur. The typical human ear can hear frequencies ranging from approximately 20 to 20,000 Hz. Normally, the human ear is most sensitive to sounds in the middle frequencies (1,000 to 8,000 Hz) and is less sensitive to sounds in the lower and higher frequencies. As such, the A-weighting scale was developed to simulate the frequency response of the human ear to sounds at typical environmental levels. The A-weighting scale emphasizes sounds in the middle frequencies and de-emphasizes sounds in the low and high frequencies. Any sound level to which the A-weighting scale has been applied is expressed in A-weighted decibels, or dBA. Sound in the environment is constantly fluctuating, as when a car drives by, a dog barks, or a plane passes overhead. Therefore, sound metrics have been developed to quantify fluctuating environmental sound levels. These metrics include the exceedance sound level. The exceedance sound level is the sound level exceeded during “x” percent of the sampling period and is also referred to as a statistical sound level. Common exceedance sound level values are the 10-, 50-,90-percentile exceedance sound levels, denoted by L10, L50, and L90. The equivalent-continuous sound level (Leq) is the logarithmic average (i.e., energy Project Cardinal - Design Team Pioneer Development July 1, 2025 Page 2 2 average) of the varying sound over a given time period and is the most common metric used to describe sound. The L90 is typically considered the “background” sound level since it excludes many short, intermittent sounds and captures the sound levels experienced most of the time (i.e., sound levels 90 percent of the time). City of Yorkville Noise Ordinance The Code of Ordinances of Yorkville, Illinois Title IV, Chapter 4 limits noise levels from the Project. The ordinance states, “No person shall operate or cause to be operated any source of sound in such a manner as to create a sound level which exceeds the sound level limits in table 1 of this section, as adjusted according to table 2 of this section.” Table 1 is reproduced below. Table 1: Sound Level Limits Time of Day Receiving Property Land Use Residential Commercial Public Parks and Other Public Open Spaces Daytime (7:00 a.m. - 10:00 p.m.) 60 dBA 67 dBA 67 dBA Nighttime (10:00 p.m. - 7:00 a.m.) 50 dBA 67 dBA 67 dBA Table 2 of the ordinance provides adjustments for varying durations of noise within a given hour as well as penalties to apply for noise of an impulsive character or tonal. The specific equipment manufacturers and models for the Project have not been selected at this time. The type of equipment that generates noise as part of the Project (chillers and emergency generators) does not operate in an impulsive manner and the equipment can be specified and procured to not emit prominent discrete tones or tonal noise. Provided the developer of the Project selects non-tonal equipment for operations, the continuous noise generated by the Project would be limited to 60 dBA during the day and 50 dBA during the night at residential receptors. The City of Yorkville ordinance includes an exemption for “emergency short term operations.” The City of Yorkville has confirmed that the operation of the emergency generators during a full blackout would be exempt from the noise limits according to the exemption. Design goals have been developed for the Project boundary based on the City of Yorkville ordinance. For normal operation, which could generate noise at any time of the day, the design goal is 50 dBA at the receiving residential property boundaries to meet the nighttime sound level limits. For generator testing, which occurs during daytime hours, the design goal is 60 dBA to meet daytime limits when maintenance generator testing would occur. Ambient Measurements Variations in noise environments are typically due to existing land uses, population density, and proximity to transportation corridors. Elevated existing ambient sound levels in the region occur near major transportation corridors such as interstate highways and in areas with higher population densities. Principal contributors to the existing noise environment likely include motor vehicle traffic on local roadways, typical agricultural noise sources, and natural sounds such as birds, insects, and leaf or vegetation rustle during elevated wind conditions. Diurnal effects result in sound levels that are typically quieter during the night than during the daytime, except during periods when evening and nighttime insect noise dominates in warmer seasons. Burns & McDonnell personnel conducted sound level measurements to establish the existing background sound levels in the area surrounding the Project site. Sound levels were measured using Larson Davis Model 821 sound level meters with associated preamplifiers and ½-inch free-field precision microphones meeting ANSI S1.4 Type 1 specifications. One-half inch random-incidence microphones were used on the meters. All measurement and field calibration equipment were certified by Project Cardinal - Design Team Pioneer Development July 1, 2025 Page 3 3 a traceable laboratory within 12 months prior to the measurement. Field calibration confirmations were performed before and after the long-term measurements and before and after each set of short-term measurements. The meter and calibrator were checked within a year prior of the measurements to verify compliance with the U.S. National Institute of Standards and Technology specifications. The calibration drift was within tolerance over the duration of the measurement survey. The survey was undertaken continuously from June 17 to 18, 2025, during daytime and nighttime hours. Weather data was reviewed from a nearby weather station (Weather Station ID: KILYORKV81). Average wind speeds were within industry guidance and the only recorded precipitation recorded during the measurement period was at the very end of the measurement at 1:00 p.m. on June 18th. Continuous sound level measurements were collected at the boundaries of the proposed Project in the four cardinal directions. The measurement locations are provided in Figure 2 of Attachment 1. A summary of the ambient measurements is provided in Table 2 below and hourly average sound levels are provided in Attachment 2. Table 2: Continuous Sound Leve Monitoring Summary Measurement Location Time of Day Leq (dBA) L90 (dBA) MP1 Daytime 69 52 Nighttime 67 40 MP2 Daytime 61 44 Nighttime 59 39 MP3 Daytime 69 48 Nighttime 67 40 MP4 Daytime 59 37 Nighttime 57 37 Sound levels in the Project area were variable; the major noise sources across the Project area included local traffic (passenger cars and large trucks) and typical sounds of nature (insects and bird calls). Transient noise levels were greater along local traffic thorough fairs (Highway 47 and Galena Road). Sound levels are provided in both Leq and L90 to represent the background ambient sound levels for the Project. The L90 sound levels exclude the majority of the instantaneous and intermittent noise from occasional traffic. L90 is generally used to represent the typical background noise for a given area. Sound Modeling Methodology Sound modeling was performed using the industry-accepted sound modeling software Computer Aided Noise Abatement (CadnaA), version 2025. The software is a scaled, three-dimensional program that takes into account air absorption, terrain, ground absorption, reflections and shielding for each piece of sound-emitting equipment and predicts sound pressure levels. The model calculates sound propagation based on International Organization of Standardization (ISO) 9613-2:2024, General Method of Calculation. ISO 9613-2 assesses the sound level propagation based on the octave band center-frequency range. The ISO standard considers sound propagation and directivity. The software calculates sound propagation using omnidirectional, downwind sound propagation and worst-case directivity factors. In other words, the model assumes that each piece of equipment propagates its worst-case sound levels in all directions at all times. Empirical studies accepted within the industry have demonstrated that modeling may over-predict sound levels in certain directions, and as a result, modeling results generally are considered a conservative measure of a project’s actual sound level. The modeled atmospheric conditions were assumed to be calm, and the temperature and relative humidity were left at the program’s default values. Reflections and shielding were considered for sound waves encountering physical structures. Project Cardinal - Design Team Pioneer Development July 1, 2025 Page 4 4 Project Sound Sources The sound level design goal is applicable at the Project property line and the most impacted locations were identified surrounding the Project. Project sound sources were modeled in the locations shown in Figure 1 of Attachment 1. A summary of the modeling assumptions for each piece of equipment is provided in Table 3. Each chiller was estimated to have an overall sound power level of 91 dBA. This would likely be a low-noise option, or a model which may include mitigation in detailed design. Each emergency generator was estimated to have an overall sound power level of 105 dBA (sound pressure level of 65 dBA at 50 feet). The generators were modeled inclusive of both the generator enclosure and exhaust stack. Substation transformers have not yet been coordinated with the utility and can be updated in the model once information is received. Table 3: Predictive Modeling Sound Level Inputs Source Number of Sources Modeled Equipment Sound Level Assumptiona Chillers (Low-Noise) 1,350 Lw = 91 dBA Emergency Generators 1,000 Lp = 65 dBA at 50 feet (a) Lw = sound power level; Lp = sound pressure level; dBA = A-weighted decibels Operational Scenario Assumptions The model was evaluated for two operational scenarios: Normal Operation and Generator Testing. Normal Operation represents the condition where all campus chillers are at 100% load without the use of generators. Generator Testing represents the condition where all campus chillers are at 100% load and two generators per data center building are being tested at 100% load. Emergency operations would represent a condition during an emergency situation where all equipment is operation and running at 100% load. The emergency operation scenario was not modeled because it is not considered “normal conditions” and the City of Yorkville confirmed the emergency scenario is exempt from the limits. A summary of each modeled scenario is provided in Table 4. Table 4: Summary of Operating Scenarios Operating Scenario Normal Operation Generator Testing Emergency Operation Design Goal 50 dBA at property lines 60 dBA at property lines -- Equipment in Operation for Each Scenario Chiller All On at 100% Load All On at 100% Load All On at 100% Load Generators All Off 2 per Building at 100% Load All On at 100% Load Sound Modeling Results The Project equipment was modeled using the provided sound level assumptions for Normal Operation and Generator Testing scenarios. A tabulated summary of the most impacted property line location is provided in Table 5. Project Cardinal - Design Team Pioneer Development July 1, 2025 Page 5 5 Table 5: Modeled Project Sound Levels at Property Lines Receiver Modeled Sound Level (dBA) Normal Operation Generator Testing Boundary NW 47 48 Boundary NE 50 50 Boundary E 49 49 Boundary SE 50 50 Boundary SW 49 49 Boundary NW 48 48 The most impacted property line receivers were modeled to be below the design goals during Normal Operation and Generator Testing. Sound level contours were generated for the two operating scenarios, in 5-dBA increments, at a height 5 feet above grade as shown in Figure 3 and Figure 4 of Attachment 1. Conclusion Burns & McDonnell provided an acoustic analysis for the proposed Project Cardinal data center based on representative equipment sound levels and the site plan provided. The modeling results show that the Project design can feasibly meet the City of Yorkville sound level limits through the use of low-noise chillers. Sincerely, Burns & McDonnell Gabriel Weger Section Manager – Acoustics Attachments Attachment 1 – Figures Attachment 2 – Measurement Data Attachment 1 – Figures 3$5.,1*63$&(667250:$7(50$1$*(0(17%$6,167250:$7(50$1$*(0(17%$6,167250:$7(50$1$*(0(17%$6,167250:$7(50$1$*(0(17%$6,167250:$7(50$1$*(0(17%$6,167250:$7(50$1$*(0(17%$6,1%8,/',1*6725<'$7$&(17(587,/,7<6:,7&+<$5'&86720(568%67$7,21&86720(568%67$7,21%$6(/,1(52$'5287(*$/(1$52$'$6+(52 $ '6(&85,7<)(1&(6(&85,7<)(1&(6(&85,7<)(1&(327(17,$/:$7(587,/,7<(;3$16,21$5($)76(7%$&.)76(7%$&.)76(7%$&.52%52<&5((.87,/,7<&255,'25)8785(87,/,7<&255,'253$5.,1*63$&(6%8,/',1*6725<'$7$&(17(53$5.,1*63$&(63$5.,1*63$&(6%8,/',1*6725<'$7$&(17(53$5.,1*63$&(63$5.,1*63$&(63$5.,1*63$&(63$5.,1*63$&(63$5.,1*63$&(63$5.,1*63$&(63$5.,1*63$&(63$5.,1*63$&(63$5.,1*63$&(63$5.,1*63$&(6%8,/',1*6725<'$7$&(17(5%8,/',1*6725<'$7$&(17(5%8,/',1*6725<'$7$&(17(5%8,/',1*6725<'$7$&(17(5%8,/',1*6725<'$7$&(17(5%8,/',1*6725<'$7$&(17(5%8,/',1*6725<'$7$&(17(5%8,/',1*6725<'$7$&(17(5%8,/',1*6725<'$7$&(17(5%8,/',1*6725<'$7$&(17(5%8,/',1*6725<'$7$&(17(55(6,'(1&(',675,&75(6,'(1&(',675,&767250:$7(50$1$*(0(17%$6,1'5$,1$*(&+$11(/'5$,1$*(&+$11(/'5$,1$*(&+$11(/7<3('75$16,7,21=21(6((/$1'6&$3('5$:,1*6)25'(7$,/6 )7522)723(48,30(175(675,&7,21=21()7522)723(48,30(175(675,&7,21=21()7522)723(48,30(175(675,&7,21=21(3+$6(3+$6(3+$6(352-(&7&$5',1$/35(/,0,1$5<127)25&216758&7,21FIGURE 1 - 6,7(3/$1$3/$10$;,080)$51$1$0$;,080/27&29(5$*( 6)  6) 0,1,080/276,=(1$1$&29(5$*($&&(66,%/(3$5.,1*63$&(6 3$5.,1*63$&(65(48,5('3529,'(''$7$&(17(53$5.,1*5$7,2 63$&(63(56)3$5.,1* 6(7%$&.6$33/<21/<727+(3(5,0(7(52)7+(3523(57<,17+((9(177+$77+(3523(57<,65(68%',9,'('7+(5(6+$//%(126(7%$&.6$33/,&$%/(72,17(51$//27/,1(65($5)7)76,'(0,12)/27'(37+0$;)7)7)5217)7)76(7%$&.6%8,/',1*+(,*+7)7)75(48,5('3529,'('727$/6,7($5($6) $&5(6 7$5*(7=21(&/$660*(1(5$/0$18)$&785,1*6,7('$7$727$/ 6) 6) 1$1$3 %8,/',1* 6) 6) )7)73 %8,/',1* 6) 6) )7)73 %8,/',1* 6) 6) )7)73 %8,/',1* 6) 6) )7)73 %8,/',1* 6) 6) )7)73 %8,/',1* 6) 6) )7)73 %8,/',1* 6) 6) )7)73 %8,/',1* 6) 6) )7)73 %8,/',1* 6) 6) )7)73 %8,/',1* 6) 6) )7)73 %8,/',1* 6) 6) )7)73 %8,/',1* 6) 6) )7)73 %8,/',1* 6) 6) )7)73 %8,/',1* 6) 6) )7)73+$6(%8,/',1*180%(5)22735,17$5($727$/)/225$5($+(,*+7 7232)%8,/',1* +(,*+7 7232)(48,30(17 %8,/',1*$5($6    Path: G:\Projects\Air-Noise Dept\Project Files\PioneerDevel\182671_Cardinal-Rezone\GIS\Figures\Figures.aprx • Coordinate System: • Units:Figure 3 Operational Sound Level Contours (dBA) Pioneer Development - Project Cardinal 07/01/2025 Yorkville, Illinois 0 0.15 0.3 MILES ± REFERENCE 0 0.15 0.3 KILOMETERS LEGEND 182671 Boundary_W Boundary_E Boundary_SW Boundary_SE Boundary_NEBoundary_NW Maxar PROJECT: CREATED: LOCATION: PROJ. NO.:www.burnsmcd.com Project Area Project Structures Barriers 40 dBA 45 dBA 50 dBA 55 dBA 60 dBA 65 dBA NSA Receptors Path: G:\Projects\Air-Noise Dept\Project Files\PioneerDevel\182671_Cardinal-Rezone\GIS\Figures\Figures.aprx • Coordinate System: • Units:Figure 4 Maintenance Sound Level Contours (dBA) Pioneer Development - Project Cardinal 07/01/2025 Yorkville, Illinois 0 0.15 0.3 MILES ± REFERENCE 0 0.15 0.3 KILOMETERS LEGEND 182671 Boundary_W Boundary_E Boundary_SW Boundary_SE Boundary_NEBoundary_NW Maxar PROJECT: CREATED: LOCATION: PROJ. NO.:www.burnsmcd.com Project Area Project Structures Barriers 40 dBA 45 dBA 50 dBA 55 dBA 60 dBA 65 dBA NSA Receptors Attachment 2 – Measurement Data Project Cardinal Attachment 2 Leq L10 L50 L90 6/17/25 11:00 AM 70 73 65 54 6/17/25 12:00 PM 69 73 65 55 6/17/25 1:00 PM 69 73 65 53 6/17/25 2:00 PM 68 72 65 50 6/17/25 3:00 PM 69 72 65 54 6/17/25 4:00 PM 69 71 65 55 6/17/25 5:00 PM 68 71 65 54 6/17/25 6:00 PM 67 71 65 52 6/17/25 7:00 PM 66 69 61 48 6/17/25 8:00 PM 65 68 59 47 6/17/25 9:00 PM 67 68 58 46 6/17/25 10:00 PM 66 71 58 45 6/17/25 11:00 PM 64 66 48 38 6/18/25 12:00 AM 63 63 45 35 6/18/25 1:00 AM 60 60 40 32 6/18/25 2:00 AM 63 62 43 33 6/18/25 3:00 AM 66 66 49 40 6/18/25 4:00 AM 66 69 53 42 6/18/25 5:00 AM 70 73 63 48 6/18/25 6:00 AM 70 74 66 51 6/18/25 7:00 AM 70 73 66 52 6/18/25 8:00 AM 69 73 65 52 6/18/25 9:00 AM 70 74 65 53 6/18/25 10:00 AM 70 74 65 50 6/18/25 11:00 AM 71 75 67 54 6/18/25 12:00 PM 70 73 65 51 6/18/25 1:00 PM 65 76 69 56 Average Daytime:69 72 64 52 Average Nighttime:67 67 52 40 *Note: The average Leq daytime and nighttime sound levels shown are the logarithmic energy average of the 1-hour sound levels measured. The L10, L50, and L90 are the arithmetic averages of the 1-hour values Table 1 - Hourly Average Sound Levels - MP01 Time MP01 [dBA] Project Cardinal Attachment 2 Leq L10 L50 L90 6/17/25 12:00 PM 61 73 55 47 6/17/25 1:00 PM 61 73 54 46 6/17/25 2:00 PM 62 73 53 44 6/17/25 3:00 PM 60 72 53 45 6/17/25 4:00 PM 59 72 55 45 6/17/25 5:00 PM 59 71 54 43 6/17/25 6:00 PM 58 71 52 39 6/17/25 7:00 PM 65 71 49 37 6/17/25 8:00 PM 57 69 50 39 6/17/25 9:00 PM 60 68 52 42 6/17/25 10:00 PM 60 68 51 41 6/17/25 11:00 PM 56 71 48 38 6/18/25 12:00 AM 54 66 41 36 6/18/25 1:00 AM 53 63 39 35 6/18/25 2:00 AM 54 60 41 35 6/18/25 3:00 AM 57 62 44 39 6/18/25 4:00 AM 60 66 48 42 6/18/25 5:00 AM 62 69 54 45 6/18/25 6:00 AM 61 73 54 44 6/18/25 7:00 AM 61 74 53 44 6/18/25 8:00 AM 61 73 54 44 6/18/25 9:00 AM 60 73 53 44 6/18/25 10:00 AM 61 74 53 43 6/18/25 11:00 AM 62 74 56 47 6/18/25 12:00 PM 60 75 53 41 6/18/25 1:00 PM 61 73 59 54 Average Daytime:61 72 53 44 Average Nighttime:59 66 46 39 *Note: The average Leq daytime and nighttime sound levels shown are the logarithmic energy average of the 1-hour sound levels measured. The L10, L50, and L90 are the arithmetic averages of the 1-hour values Time MP02 [dBA] Table 2 - Hourly Average Sound Levels - MP02 Project Cardinal Attachment 2 Leq L10 L50 L90 6/17/25 12:00 PM 68 72 56 43 6/17/25 1:00 PM 68 72 56 44 6/17/25 2:00 PM 69 73 60 46 6/17/25 3:00 PM 70 74 66 51 6/17/25 4:00 PM 70 74 67 54 6/17/25 5:00 PM 71 74 66 53 6/17/25 6:00 PM 68 73 61 49 6/17/25 7:00 PM 67 72 57 46 6/17/25 8:00 PM 66 71 56 45 6/17/25 9:00 PM 66 70 56 42 6/17/25 10:00 PM 67 71 58 45 6/17/25 11:00 PM 64 66 50 42 6/18/25 12:00 AM 61 61 44 35 6/18/25 1:00 AM 61 59 41 35 6/18/25 2:00 AM 64 58 41 33 6/18/25 3:00 AM 61 60 44 37 6/18/25 4:00 AM 68 72 55 43 6/18/25 5:00 AM 71 75 61 49 6/18/25 6:00 AM 71 76 63 50 6/18/25 7:00 AM 71 75 63 50 6/18/25 8:00 AM 70 75 62 47 6/18/25 9:00 AM 69 74 58 46 6/18/25 10:00 AM 69 73 56 44 6/18/25 11:00 AM 71 75 61 48 6/18/25 12:00 PM 70 74 61 46 6/18/25 1:00 PM 72 78 65 56 Average Daytime:69 73 60 48 Average Nighttime:67 65 49 40 *Note: The average Leq daytime and nighttime sound levels shown are the logarithmic energy average of the 1-hour sound levels measured. The L10, L50, and L90 are the arithmetic averages of the 1-hour values Table 3 - Hourly Average Sound Levels - MP03 Time MP03 [dBA] Project Cardinal Attachment 2 Leq L10 L50 L90 6/17/25 12:16 PM 57 59 47 39 6/17/25 1:00 PM 56 59 45 38 6/17/25 2:00 PM 55 60 44 37 6/17/25 3:00 PM 57 61 44 36 6/17/25 4:00 PM 56 61 43 36 6/17/25 5:00 PM 57 62 42 35 6/17/25 6:00 PM 56 61 41 33 6/17/25 7:00 PM 55 59 42 34 6/17/25 8:00 PM 55 60 45 33 6/17/25 9:00 PM 59 64 45 37 6/17/25 10:00 PM 63 69 46 38 6/17/25 11:00 PM 52 53 44 38 6/18/25 12:00 AM 50 50 38 33 6/18/25 1:00 AM 51 49 37 33 6/18/25 2:00 AM 55 46 40 35 6/18/25 3:00 AM 50 48 40 35 6/18/25 4:00 AM 55 56 43 39 6/18/25 5:00 AM 59 63 48 42 6/18/25 6:00 AM 60 64 48 41 6/18/25 7:00 AM 58 62 45 40 6/18/25 8:00 AM 58 62 45 39 6/18/25 9:00 AM 55 59 44 37 6/18/25 10:00 AM 56 60 42 36 6/18/25 11:00 AM 58 62 48 39 6/18/25 12:00 PM 57 62 46 33 6/18/25 1:00 PM 60 64 53 49 Average Daytime:59 61 45 37 Average Nighttime:57 54 42 37 *Note: The average Leq daytime and nighttime sound levels shown are the logarithmic energy average of the 1-hour sound levels measured. The L10, L50, and L90 are the arithmetic averages of the 1-hour values Time MP04 [dBA] Table 4 - Hourly Average Sound Levels - MP04 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. BEECHERBERTRAM 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. BEECHERBERTRAM 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 Sold To: United City of Yorkville - CU00410749 651 Prairie Pointe Drive Yorkville,IL 60560 Bill To: United City of Yorkville - CU00410749 651 Prairie Pointe Drive Yorkville,IL 60560 Certificate of Publication: Order Number: 7816015 Purchase Order: Project Cardinal (PZC) State of Illinois - Kendall Chicago Tribune Media Group does hereby certify that it is the publisher of the Aurora Beacon News. The Aurora Beacon News is a secular newspaper, has been continuously published daily for more than fifty (50) weeks prior to the first publication of the attached notice, is published in the City of Aurora, Township of Aurora, State of Illinois, is of general circulation throughout that county and surrounding area, and is a newspaper as defined by 715 IL CS 5/5. This is to certify that a notice, a true copy of which is attached, was published 1 time(s) in the Aurora Beacon News, namely one time per week or on 1 successive weeks. The first publication of the notice was made in the newspaper, dated and published on 5/23/2025, and the last publication of the notice was made in the newspaper dated and published on 5/23/2025. This notice was also placed on a statewide public notice website as required by 715 ILCS 5/2. 1. PUBLICATION DATES: May 23, 2025. ___________________________________________________________________________________ Aurora Beacon News In witness, an authorized agent of The Chicago Tribune Media Group has signed this certificate executed in Chicago, Illinois on this 25th Day of June, 2025, by Chicago Tribune Media Group Jeremy Gates Chicago Tribune - chicagotribune.com 160 N Stetson Avenue, Chicago, IL 60601 (312) 222-2222 - Fax: (312) 222-4014 18 | Friday, May 23, 2025 ABN YO UR PERFECTHIREIS WAITING Extend your reach. Access customized technology. Simplify your search.chicagotribune.com/jobs PUBLIC NOTICENOTICE OF PUBLIC HEARINGBEFOREUNITED CITY OF YORKVILLEPLANNING AND ZONING COMMISSIONPZC 2025-08NOTICE IS HEREBY GIVEN THAT Pioneer Development, LLC, as the petitioner and contract purchaser, along with property owners Galena & 47th, LLC, MPLIV10, LLC, Sanjay and Sameer Gupta, Dale L. Konicek, LLC, and The Konicek Family Limited Partnership, have submitted applications to the United City of Yorkville, Kendall County, Illinois. Their request includes rezoning, special use authorization for a Planned Unit Development (PUD), and preliminary PUD Plan approval for approximately 1,037 acres across 20 parcels. The proposal seeks to rezone the parcels from R-1 Single-Family Suburban Residence District, 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. The intent is to develop a state-of-the-art data center campus, featuring fourteen (14) data center buildings totaling over 17 million square feet, two (2) electrical substations, a utility switchyard, and associated stormwater detention basins.Requested deviations from the Yorkville Unified Development Ordinance (UDO) pertain to yard setbacks, energy use standards, minimum parking requirements, cross access, pedestrian circulation, bicycle parking, off-street loading spaces, landscaping, mechanical unit screening, fencing, industrial appearance standards, frontage on public streets, and public street and circulation requirements. The subject property is generally located northwest of Route 47 and Galena Road, south of Baseline Road, and east of Ashe Road.The legal description is as follows: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 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 MPLIV10LLCPARCEL 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 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 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 O F 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 4 67 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 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 4 67, 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 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 T ANGENT 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, 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 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 2 720; 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 W AY 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 2 841, 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 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 4 671; 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 4 671; 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 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 2 8243; 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 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.PINs: 02-05-300-003, 02-04-300-032, 02-04-300-024, 02-05-400-021, 02-09-100-031, 02-09-100-030, 02-04-100-015, 02-05-200-007, 02-06-100-022, 02-06-200-002, 02-05-400-022, 02-05-200-006, 02-04-100-016, 02-06-400-008, 02-06-200-003, 02-05-100-003, 02-05-100-005, 02-05-400-009, 02-04-300-018, 02-04-300-017 A copy of the application is available for review during normal City business hours at the office of the Community Development Director. NOTICE IS HEREWITH GIVEN THAT the Planning and Zoning Commission for the United City of Yorkville will conduct a Public Hearing on said applications on Wednesday, June 11, 2025 at 7 p.m. at the United City of Yorkville, City Hall, located at 651 Prairie Pointe Drive, Yorkville, Illinois 60560. The public hearing may be continued from time to time to dates certain without further notice being published. The Planning and Zoning Commission serves as a recommending body, with the final decision to approve or deny this request made by the City Council. All interested parties are invited to attend the public hearing and will be given an opportunity to be heard. Any written comments should be addressed to the United City of Yorkville Community Development Department, City Hall, 651 Prairie Pointe Drive, Yorkville, Illinois, and will be accepted up to the date of the public hearing. For more project information, please scan the QR code below. By order of the Corporate Authorities of the United City of Yorkville, Kendall County, Illinois. JORI BEHLAND City Clerk Legal Notices ** Buying ALL baseball, football, basketball and hockey Cards Pre 1975 ** - Please call Shane 937-432-8941 Wanted to Buy MERCHANDISE All realestateadvertised in this newspaper is subject to the Federal Fair Housing Act, which makesitillegal to ad- vertise anypreference,limita- tion,ordiscrimination based on race,color,religion,sex, handicap,familial status,or national origin,in thesale, rental,or financing of housing. In additionthe Illinois Human Rights Act prohibits discrimination based on age, ancestry,maritalstatus,sexual orientation or unfavorable militarydischarge. This paper willnot knowingly accept anyadvertisingfor real estate which is in violation of thelaw.All personsare hereby informed that all dwellings advertised are available on an equal opportunity basis. If youbelieve youhave been discriminated against in connection withthe sale,rental or financingofhousing,Call: West City and Suburbs: HOPE Fa ir Housing Center 630-690-6500 South City and Suburbs: South Suburban Housing Center 708-957-4674 North City and Suburbs: Interfaith Housing Center of the NorthernSuburbs 847-501-5760 EQUAL HOUSING OPPORTUNITIES Classifieds 24/7 PLACE YOUR CLASSIFIED AD ONLINE AT:PLACEANAD.TRIBUNESUBURBS.COM OR CALL:866-399-0537 Legal Notices LARGE PUBLIC AUCTION Saturday, May 31st, 2025, 9AM Start Tw o Au ction Rings All Day! Sandwich Fairgrounds - Building 2, Sandwich, IL 60548 Antiques & Collectibles, Many Crocks, Primitives, Antique Glassware, To ys, Coins, Oil Lamps, & Much More! See website for full content & terms. Brian DeBolt Auction Service, Inc. Since 1987 For more pictures & information visit our website or Facebookwww.deboltauctionservice.com Brian DeBolt, Plano, IL#440000595, Ph#630-552-4247 Call me for all your Real Estate & Auction needs! DeBolt Website Auctions Legal Notices Auctions Legal Notices Auctions Legal Notices Auctions Legal Notices To Place An Ad Call: 866-399-0537 To PlaceAnAdCall:866-399-0537 Legal Notices TO PL ACE AN AD CALL 866-399-0537 866-399-0537 866-399-0537 866-399-0537 866-399-0537 866-399-0537 866-399-0537 Legal Notices Newspaper: The Beacon-News Advertiser: United City of Yorkville Issue Date: Fri, 05/23/25 Ad Number: 7816015-1 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 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: Planning and Zoning Commission From: Sara Mendez, Senior Planner CC: Bart Olson, City Administrator Krysti J. Barksdale-Noble, Community Development Director David Hansen, Senior Planner Date: July 2, 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 and June 9, 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. PROPOSED MOTION: In consideration of the proposed Final Plat of Subdivision of Heartland Meadows West , the Planning and Zoning Commission recommends approval of the plats to the City Council as presented by the Petitioner in plans prepared by Tebrugge Engineering dated last revised 05/22/25, subject to review comments provided by the City’s engineering consultant, EEI, Inc., dated June 4, 2025 and June 9, 2025 and further subject to {insert any additional conditions of the Planning and Zoning Commission}… 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 4. EEI Letter dated 06.09.25 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: Planning and Zoning Commission From: David Hansen, Senior Planner CC: Bart Olson, City Administrator Krysti J. Barksdale-Noble, Community Development Director Sara Mendez, Senior Planner Date: July 9, 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. PROPOSED MOTION: The Planning and Zoning Commission recommends approval to the City Council of the Final Plat of Subdivision of Fox Haven, dated last revised 06/17/2025 and prepared by Spaceco Civil Engineering and Surveying, subject to review comments prepared by City’s engineering consultant, EEI, Inc., in letter dated June 16, 2025 and any subsequent reviews related to said Final Plat of Subdivision, and further subject to {insert any additional conditions of the Planning and Zoning Commission}… ATTACHMENTS: 1. Copy of Petitioner’s Application 2. Final Plat of Subdivision of Fox Haven prepared by Spaceco Civil Engineering and Surveying dated June 17, 2025 3. EEI Letter dated June 16, 2025 NO.DATEREMARKSFILENAME: DATE: JOB NO. SHEET OF Rosemont, IL - Morris, IL - Indianapolis, INspacecoinc.comPhone: (815) 941-0260Morris, Illinois 60450224 1/2 N. Liberty StreetNO.DATEREMARKS UNSUBDIVIDED UNSUBDIVIDED LOT 8 AS DOCUMENT 200100020876 RECORDED NOVEMBER 5, 2001 PRAIRIE GREEN SUBDIVISION LOT 7 UNSUBDIVIDED UNSUBDIVIDED LOT 141 LOT 140 LOT 139AS DOCUMENT 9707330RECORDED JULY 28, 1997GREEN BRIAR P.U.D. UNIT 3LOT 138 LOT 137 LOT 136 LOT 135 LOT 165 LOT 134 UNSUBDIVIDED UNSUBDIVIDED LOT 133 LOT 132 UNSUBDIVIDED UNSUBDIVIDED N SCALE 1" = 80' 800 160 FINAL PLAT OF FOX HAVEN SUBDIVISION IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, BEING A SUBDIVISION OF PART OF THE NORTHEAST QUARTER OF SECTION 5, 05-05-226-013 05-05-201-004 P.I.N.: 838.45'(M) 838.91'(R) N87°28'44"E(M) N89°40'05"E(R) 446.48'(M) 446.87'(R) S87°28'44"W(M) S89°40'05"W(R)ILLINOIS ROUTE 47HERETOFORE DEDICATED859.40'(M) 859.67'(R) S86°42'37"W(M)S88°52'07"W(R) PER DOCUMENT 200100020876DETENTION & DRAINAGE EASEMENT PER DOCUMENT 200100020876DETENTION & DRAINAGE EASEMENT 0.17'E & ON-LINE FOUND 3/4" IP 0.12'S & ON-LINE FOUND 3/4" IP218.82'(M)219.00'(R)S03°16'53"E(M)S01°07'53"E(R)99.98'(M) S86°38'01"W(M) 100.00'(R) S88°52'07"W(R) AT CORNER FOUND 3/4" IP AT CORNER FOUND 1/2" IP115.48'(M)S03°19'53"E(M)115.53'(R)S01°07'53"E(R)AT CORNER FOUND 3/4" IP 409.46'(M)S86°05'43"W(M) S88°15'53"W(R) EASEMENT PER DOCUMENT 931193925' SEWER AND SEWER INTERCEPTOR 24.00'(M)(R)178.25'(M)179.14'(R)S03°54'17"E(M)202.25'(M)PER DOCUMENT 9312169INTERCEPTOR EASEMENT25' SEWER AND SEWEREASEMENT PER DOCUMENT 931216925' SEWER AND SEWER INTERCEPTOR 382.57'(M)N87°41'51"E(M)N89°40'05"E(R) 243.94'(M) 138.63'(M) 138.57'(R)70.00'S02°31'16"E(M)S00°19'55"E(R)1.54'W & ON-LINE FOUND 3/4" IP AT CORNER FOUND 1/2" IP 185.07'(M)S03°54'26"E(M)185.12'(R)S01°44'07"E(R)PER DOCUMENT 970733010' UTILITY EASEMENT0.20'W & ON-LINE FOUND 3/4" IP EASEMENT PER DOCUMENT 931193925' SEWER AND SEWER INTERCEPTOR AT CORNER FOUND 3/4" IP 243.83'(M)N86°05'43"E(M)N88°15'53"E(R) AT CORNER CROSS FOUND CUT DOC. 201000002895CONVEYED PER0.06'W & ON-LINE W/CAP FOUND 5/8" IR DOC. 201100007404CONVEYED PEREASEMENT PER DOCUMENT 931216925' SEWER AND SEWER INTERCEPTOR13967SUB-01 05/30/2025 13967 1 3 AT CORNER MAG SPIKE FOUND 65.62' 120' 60' S03°54'17"E(M)463.33'(M)535.06'(M)711.48'(M)S03°54'17"E(M)S87°29'21"W(M) 655.52'(M)(R) 243.94'(M) 243.83'(M) N86°05'43"E(M) N88°15'53"E(R)249.45'(M)S03°54'26"E(M)S01°44'07"E(R)185.07'(M)185.12'(R)178.25'(M)179.14'(R)S87°41'51"W(M) 60.02'(M)(R) S86°05'43"W(M) 60.00'(M)(R) N86°05'43"E(M) 5.62'(M)(R)S03°54'17"E(M)24.00'(M)(R)S86°05'43"W(M) N87°41'51"E(M) 5.62'(M)(R) 5.62'(M)(R)S03°54'17"E(M)24.00'(M)(R)S03°54'17"E(M)S03°54'17"E(M)178.09'(M)DOC. 201000002895CONVEYED PERDOC. 201100007404CONVEYED PERILLINOIS ROUTE 47CENTERLINE OF ROADCENTERLINE OF ROADN87°41'51"E(M) N89°40'05"E(R)249.56'(M)EXCEPTIONEXCEPTIONTO PARCEL 1TO PARCEL 2S89°40'05"W(R)S01°44'07"E(R)464.33'(R)POINT OF BEGINNING 409.46'(M)S86°05'43"W(M) S88°15'53"W(R) 415.08'(M) S88°15'53"W(R) S86°05'43"W(M) 249.93'(R)S01°44'07"E(R)415.57'(R) BEGINNING POINT OF BEGINNING POINT OF PARCEL 2 S01°44'07"E(R)179.00'(R)250.00'(R) S87°29'43"W(R) POINT OF COMMENCEMENT S03°54'29"E(R)534.36'(M)S87°29'43"W(R) BEGINNING POINT OF PARCEL 2 EXCEPTION TO S03°54'29"E(R)N86°05'31"E(R)S03°54'29"E(R)N87°29'43"E(R)711.89'(R)S86°05'31"W(R) BEGINNING POINT OF PARCEL 1 EXCEPTION TO S03°54'29"E(R)S86°05'31"W(R)S03°54'29"E(R)DETAIL (NOT TO SCALE)202.25'(M)S03°54'17"E(M)5 436 07T NR EDETAIL SEE OF SECTION 05-36-07 THE NORTHEAST QUARTER NORTHEAST CORNER OF 201000018328 MONUMENT RECORD W/TIES MATCHING ASPHALT AT CORNER FOUND HOLE IN 0.20'W & ON-LINE FOUND 5/8" IR N09°50'09"E(M)424.50'(M0P.U.D. UNIT 1 IN GREEN BRIAR CORNER OF LOT 26 AT THE SOUTHEAST FOUND 3/4" IPN09°50'09"E(M)1844.99'(M)GNSS EQUIPMENT AND TopNETlive RTK NETWORK. (2011 ADJUSTMENT) AND NAVD88 (GEOID 12B) UTILIZING ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE BEARINGS SHOWN HEREON ARE BASED ON NAD83 BASIS OF BEARINGS: 20 ' PER DOCUMENT 970733025' UTILITY EASEMENTPER DOCUMENT 9707330CONSERVATION EASEMENTQUARTER OF SECTION 05-36-07NORTH LINE OF THE NORTHEAST INDUSTRIAL, UNIT 1THE WEST LINE OF FOXILLINOIS ROUTE 47 ALSOTANGENT CENTERLINE OFWAY LINE OF ROUTE 47PREVIOUS WEST RIGHT OFFAP 326FAP 326SHEET 3 - CERTIFICATES AND PROVISIONS SHEET 2 - SUBDIVISION LOT CONFIGURATION SHEET 1 - UNDERLYING BOUNDARY SHEET INDEXPER DOCUMENT 20010002087615' PEDESTRIAN EASEMENTOLD CLAIM LINENAPERVILLE, IL 60564 8845 SCHOGER DRIVE PATRICK WINNINGER PREPARED FOR:338.86'(M)S03°54'17"E(M)AT CORNER FOUND 5/8" IR 513.00'(M)S86°42'37"W(M)85.02'(M)S03°54'17"E(M)AT P.C. W/CAP FOUND 5/8" IR PURPOSES ONLY FOR REVIEW 18.00'(R)188.12'(R)188.12'(R)N09°50'09"E(M)N11°59'56"E(R)645.78'(M)645.91'(R)P.I.N: 05-05-201-004 P.I.N: 05-05-226-013 P.I.N: 05-05-226-013 P.I.N: 05-05-201-004 106/17/2025PER CITY REVIEWM:\13000-13999\13967-M\SURVEY\13967SUB-01.dgn Default User=jschroeder UNSUBDIVIDED UNSUBDIVIDED UNSUBDIVIDED UNSUBDIVIDED UNSUBDIVIDED UNSUBDIVIDED UNSUBDIVIDED LOT 7 LOT 8 LOT 141 LOT 140 LOT 139 LOT 138 LOT 137 LOT 135 LOT 165 LOT 134 AS DOCUMENT 9707330RECORDED JULY 28, 1997GREEN BRIAR P.U.D. UNIT 3AS DOCUMENT 200100020876 RECORDED NOVEMBER 5, 2001 PRAIRIE GREEN SUBDIVISION LOT 136 NO.DATEREMARKSFILENAME: DATE: JOB NO. SHEET OF Rosemont, IL - Morris, IL - Indianapolis, INspacecoinc.comPhone: (815) 941-0260Morris, Illinois 60450224 1/2 N. Liberty StreetNO.DATEREMARKS N03°17'59"W154.75'N86°42'01"E 49.00'S03°17'59"E154.75'S86°42'01"W 49.00' N86°42'01"E 49.00'N03°17'59"W154.75'S03°17'59"E154.75'S86°42'01"W 49.00' N86°42'01"E154.75' S86°42'01"W154.75'S03°17'59"E49.00'N03°17'59"W49.00'N03°17'59"W49.00'N86°42'01"E154.75' S86°42'01"W154.75'S03°17'59"E49.00'N03°17'59"W49.00'N86°42'01"E178.75' S86°42'01"W178.75'S03°17'59"E49.00'N01°30'46"E49.00'S88°29'14"E154.75' N88°29'14"W154.75'S01°30'46"W49.00'S03°54'26"E(M)185.07'(M)N86°05'43"E(M) 243.83'(M)N03°17'59"W49.00'N86°42'01"E154.75' S86°42'01"W154.75'S03°17'59"E49.00'N03°17'59"W49.00'N86°42'01"E 154.75' S86°42'01"W 154.75'S03°17'59"E49.00'N03°17'59"W49.00'N86°42'01"E154.75'S03°17'59"E49.00'S86°42'01"W154.75'S03°17'59"E49.00'N86°42'01"E178.75' S86°42'01"W178.75'N03°17'59"W49.00'N03°17'59"W49.00'N86°42'01"E154.75' S86°42'01"W154.75'S03°17'59"E49.00'N86°42'01"E154.75'N03°17'59"W49.00'S86°42'01"W154.75'S03°17'59"E49.00'N03°17'59"W49.00'N86°42'01"E178.75' S86°42'01"W178.75'S03°17'59"E49.00'N03°17'59"W49.00'N86°42'01"E154.75' S86°42'01"W154.75'S03°17'59"E49.00'N03°17'59"W49.00'N86°42'01"E154.75'S03°17'59"E49.00'S86°42'01"W154.75'N03°17'59"W154.75'S03°17'59"E154.75'S86°42'01"W 49.00' N86°42'01"E 49.00' S86°42'01"W 49.00'N03°17'59"W154.75'S03°17'59"E154.75'N86°42'01"E 49.00' N87°28'44"E346.81'N03°17'59"W107.42'S86°42'01"W155.71' N83°17 '59"W 53.21 'S86°42'01"W103.32' N83°17 '59"W 52.98 'S86°42'01"W191.09'N88°21'12"W183.18'S03°54'16"E86.06'N02°31'16"W25.00'236.50' 153.65' N87°28'44"E(M)838.45'(M)S02°31'16"E(M)70.00'S86°05'43"W(M) 409.46'(M)S03°19'53"E(M)115.48'(M)S86°38'01"W(M)99.98'(M)S03°16'53"E(M)218.82'(M)S86°42'37"W(M) 859.40'(M)N09°50'09"E(M)645.78'(M)S03°54'17"E(M)202.25'N86°42'01"E 64.00'S03°19'53"E22.98'N03°17'59"W18.16'N86°42'01"E 50.50'N03°17'59"W120.45'S86°38'01"W 14.59' 24.00'24.00'24.00'24.00' 24.00'24.00'24.00'24.00' 24.00' 24.00' 24.00' 24.00'24.00'24.00' 24.00'24.00' 24.00'24.00'24.00'24.00'24.00' 24.00'24.00'24.00'24.00'24.00' 24.00'24.00'24.00'24.00' 24.00'24.00'24.00'24.00' 24.00'24.00' 24.00'24.00' 24.00'24.00' 24.00'24.00' 24.00'24.00'24.00'24.00'24.00' 24.00'24.00'24.00'24.00'24.00' 24.00'24.00'24.00'24.00' 24.00'24.00'24.00'24.00' 24.00'24.00'24.00'24.00' 24.00'24.00'24.00'24.00' 24.00'24.00'24.00' 24.00'24.00'24.00'24.00' 24.00' 24.00' 24.00' 24.00'24.00'24.00' 24.00'24.00'24.00' 24.00'24.00'24.00'24.00' 24.00'24.00'24.00'24.00' 24.00'24.00'24.00'24.00'24.00' 24.00'24.00'24.00'24.00'24.00'24.00'24.00'24.00'24.00'24.00'24.00'24.00'24.00'24.00'24.00'24.00'24.00'24.00'24.00'24.00'24.00'24.00'24.00'24.00'24.00'24.00'24.00'24.00'24.00'24.00'24.00'24.00'24.00'24.00'24.00'24.00'24.00'STORMWATER MANAGEMENT EASEMENT EASEMENT MANAGEMENT STORMWATER HEREBY GRANTED GRANTED HEREBY 243.94'(M) 138.63'(M) 382.57'(M)N87°41'51"E(M) LOT 1 LOT 606 LOT 605 LOT 604 LOT 603 LOT 602 LOT 601 LOT 506 LOT 505 LOT 504 LOT 503 LOT 502 LOT 501 LOT 401LOT 402LOT 403LOT 404LOT 405LOT 406LOT 301LOT 302LOT 303LOT 304LOT 305LOT 306LOT 201LOT 202LOT 203LOT 204LOT 205LOT 206LOT 207LOT 101LOT 102LOT 103LOT 104LOT 105LOT 10624.00'24.00'24.00'24.00' 24.00'24.00'24.00'24.00' LOT 1706 LOT 1705 LOT 1704 LOT 1703 LOT 1702 LOT 1701 LOT 1606 LOT 1605 LOT 1604 LOT 1603 LOT 1602 LOT 1601LOT 1506LOT 1505LOT 1504LOT 1503LOT 1502LOT 1501LOT 1406LOT 1405LOT 1404LOT 1403LOT 1402LOT 1401LOT 1307LOT 1306LOT 1305LOT 1304LOT 1303LOT 1302LOT 1301LOT 701LOT 702LOT 703LOT 704LOT 705LOT 706LOT 801LOT 802LOT 803LOT 804LOT 805LOT 806LOT 901LOT 902LOT 903LOT 904LOT 905LOT 90629.37' 29.37' 29.37' 29.37' 29.37' 29.37' 29.37' 29.37' 29.37' 29.37' 29.37' 29.37' 29.37' 29.37' 29.37' 29.37' 29.37' 29.37' 29.37' 29.37' 29.37' 29.37' 29.37' 29.37' 29.37' 29.37'29.37'29.37'29.37'29.37'29.37'29.37'29.37'29.37'29.38'29.38'29.38'29.38'29.38'29.38'29.38'29.38'29.38' 29.38' 29.38' 29.38' 29.38' 29.38' 29.38' 29.38' 29.38' 29.38' 29.38' 29.38' 29.38' 29.38' 29.38' 29.38' 29.38' 29.38' 29.38' 29.38' 29.38' 29.38' 29.38' 29.38'29.38' 29.38' PUBLIC UTILITY AND DRAINAGE EASEMENT HEREBY GRANTED OVER ALL OF LOT 1 178.25'(M)24.00'34.52' 134.00' 168.75' 168.75' 353.38'N03°17'59"W40.35'N03°17'59"W40.38'N03°17'59"W40.32'N86°42'01"E 132.79' S86°42'01"W 14.00' 14.00' S86°42'01"W 14.00' S86°42'01"W 14.00' S86°42'01"W 133.69' N86°42'01"E 109.32' N86°42'01"E S03°17'59"E59.46'S03°17'59"E61.07'58.78'119.01'184.08'101.66'137.60'222.44'S03°17'59"E14.00'N03°17'59"W19.40'14.00' S86°42'01"W 14.00' S86°42'01"W 13.90' S73°48'34"W N88°29'14"W 31.06'44.75'S86°42'01"W 35.79'5.00'S86°42'01"W 70.00'S00°19'55"E(R)N89°40'05"E(R) 138.57'(R)185.12'(R)S01°44'07"E(R)N88°15'53"E(R) S88°15'53"W(R)S01°44'07"E(R)115.53'(R)S01°07'53"E(R)S88°52'07"W(R) 100.00'(R)219.00'(R)S01°07'53"E(R)S88°52'07"W(R) 859.67'(R)N11°59'56"E(R)645.91'(R)N89°40'05"E(R)838.91'(R) S87°28'44"W(M)446.48'(M) 446.87'(R)S89°40'05"W(R)AT CORNER FOUND 3/4" IP 1.54'W & ON-LINE FOUND 3/4" IP AT CORNER MONUMENT SET CONC. AT CORNER FOUND 1/2" IP AT CORNER CROSS FOUND CUT 0.06'W & ON-LINE W/CAP FOUND 5/8" IR AT CORNER MAG SPIKE FOUND AT CORNER FOUND 3/4" IP AT CORNER FOUND 1/2" IP AT CORNER FOUND 3/4" IP 0.12'S & ON-LINE FOUND 3/4" IP AT CORNER FOUND 5/8" IR S86°42'37"W(M) 513.00'(M)S03°54'17"E(M)338.86'(M)0.17'E & ON-LINE FOUND 3/4" IP 0.20'W & ON-LINE FOUND 3/4" IP AT CORNER MONUMENT SET CONC. EASEMENT PER DOCUMENT 931193925' SEWER AND SEWER INTERCEPTOR 25'EASEMENT PER DOCUMENT 931193925' SEWER AND SEWER INTERCEPTOR EASEMENT PER DOCUMENT 931216925' SEWER AND SEWER INTERCEPTOR 25'EASEMENT PER DOCUMENT 931216925' SEWER AND SEWER INTERCEPTOR25' 25'EASEMENT PER DOCUMENT 931216925' SEWER AND SEWER INTERCEPTOR13967SUB-01 05/30/2025 13967 2 3 FINAL PLAT OF FOX HAVEN SUBDIVISION IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, BEING A SUBDIVISION OF PART OF THE NORTHEAST QUARTER OF SECTION 5, PER DOCUMENT 200100020876DETENTION & DRAINAGE EASEMENT PER DOCUMENT 200100020876DETENTION & DRAINAGE EASEMENT 20'PER DOCUMENT 9707330CONSERVATION EASEMENT10'PER DOCUMENT 970733010' UTILITY EASEMENTPER DOCUMENT 970733025' UTILITY EASEMENT25 'ILLINOIS ROUTE 47HERETOFORE DEDICATEDCENTERLINE OF ROAD179.14'(R)DOC. 201000002895CONVEYED PERDOC. 201100007404CONVEYED PER40'15'12'20'20'20' 50'12'12'12' 12'12'12' B.S.L. HEREBY GRANTED 15' B.S.L. HEREBY GRANTED40' B.S.L. HEREBY GRANTED20' B.S.L. HEREBY GRANTED 12' B.S.L. HEREBY GRANTED12' B.S.L. HEREBY GRANTED 20' B.S.L. HEREBY GRANTED 50' B.S.L. HEREBY GRANTEDHEREBY GRANTED12' B.S.L.12' B.S.L. HEREBY GRANTED30'12'30' B.S.L. HEREBY GRANTED N SCALE 1" = 50' 500 100 GNSS EQUIPMENT AND TopNETlive RTK NETWORK. (2011 ADJUSTMENT) AND NAVD88 (GEOID 12B) UTILIZING ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE BEARINGS SHOWN HEREON ARE BASED ON NAD83 BASIS OF BEARINGS: CROSS ACCESS EASEMENT THIS SUBDIVISION. ON LOT 1 AND 2 IS HEREBY GRANTED FOR THE BENEFIT OF ALL LOTS WITHIN A CROSS ACCESS EASEMENT OVER PRIVATE DRIVEWAYS AND SIDEWALKS 05-05-226-013 05-05-201-004 P.I.N.: (M) = (R) UNLESS OTHERWISE NOTED (R) = RECORD DIMENSION (M) = MEASURED DIMENSION B.S.L. = BUILDING SETBACK LINE NOTE: AT CORNER W/CAP FOUND 5/8" IR S03°54'17"E(M)85.02'(M)FAP 326PURPOSES ONLY FOR REVIEW 188.12'(R)LOT 1201LOT 1202LOT 1203LOT 1204LOT 1205LOT 1206LOT 1101LOT 1102LOT 1103LOT 1104LOT 1105LOT 1106LOT 1001LOT 1002LOT 1003LOT 1004LOT 1005LOT 1006LOT 1007106/17/2025PER CITY REVIEWPUBLIC UTILITY AND DRAINAGE EASEMENT HEREBY GRANTED OVER ALL OF LOT 2 LOT 2 M:\13000-13999\13967-M\SURVEY\13967SUB-01.dgn SHEET 2 User=jschroeder NO.DATEREMARKSFILENAME: DATE: JOB NO. SHEET OF Rosemont, IL - Morris, IL - Indianapolis, INspacecoinc.comPhone: (815) 941-0260Morris, Illinois 60450224 1/2 N. Liberty StreetNO.DATEREMARKS FINAL PLAT OF FOX HAVEN SUBDIVISION IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, BEING A SUBDIVISION OF PART OF THE NORTHEAST QUARTER OF SECTION 5, REVISED MAP NUMBER C jschroeder@spacecoinc.com LICENSE EXPIRES: 11-30-2026 JOSHUA M. SCHROEDER, I.P.L.S. No. 035-4121 IN MORRIS, ILLINOIS. 2025 , DAY OF GIVEN UNDER OUR HAND AND SEAL THIS BOUNDARY SURVEY, AS APPLICABLE TO PLATS OF SUBDIVISION. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT ILLINOIS MINIMUM STANDARDS FOR A SUBDIVISION. ALL DISTANCES ARE SHOWN IN FEET AND DECIMALS THEREOF. WE FURTHER CERTIFY THAT THE PLAT HEREON DRAWN IS A CORRECT AND TRUE REPRESENTATION OF SAID SURVEY AND REQUIRED BY THE PLAT ACT (765 ILLINOIS COMPILED STATUTES 205/0.01 ET SEQ.). WE FURTHER CERTIFY THAT WE HAVE SET ALL SUBDIVISION MONUMENTS AND DESCRIBED THEM ON THIS FINAL PLAT AS TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN AS IDENTIFIED BY SAID F.I.R.M. MAP. JANUARY 8, 2014, IT IS OUR CONSIDERED OPINION THAT THIS PROPERTY LIES WITHIN "ZONE X" - AREAS DETERMINED 17093C0039H WITH WE FURTHER CERTIFY, BASED UPON A REVIEW OF THE FLOOD INSURANCE RATE MAP (F.I.R.M.) OF ARTICLE 11 OF THE ILLINOIS MUNICIPAL CODE AS AMENDED. HAS ADOPTED A CITY COMPREHENSIVE PLAN AND MAP AND IS EXERCISING THE SPECIAL POWERS AUTHORIZED BY DIVISION 12 ORPORATE LIMITS OF THE UNITED CITY OF YORKVILLE, ILLINOIS WHICH WE FURTHER CERTIFY THAT THE LAND IS WITHIN THE 2025 AS DOCUMENTS 202500004696 AND 202500004695. YORKVILLE, KENDALL COUNTY, ILLINOIS, BEING THE SAME LAND AS DESCRIBED IN WARRANTY DEEDS RECORDED ON APRIL 21, 87 DEGREES 28 MINUTES 44 SECONDS EAST, 838.45 FEET TO THE POINT OF BEGINNING, IN THE UNITED CITY OF THE VILLAGE OF 9707330; THENCE NORTH 09 DEGREES 50 MINUTES 09 SECONDS EAST ALONG SAID EASTERLY LINE, 645.78 FEET; THENCE NORTH EASTERLY LINE GREEN BRIAR P.U.D. UNIT 3 ACCORDING TO THE PLAT THEREOF RECORDED ON JULY 28, 1997 AS DOCUMENT 218.82 FEET; THENCE SOUTH 86 DEGREES 42 MINUTES 37 SECONDS WEST, 859.40 FEET TO AN OLD CLAIM LINE, ALSO BEING THE SOUTH 86 DEGREES 38 MINUTES 01 SECONDS WEST, 99.98 FEET; THENCE SOUTH 03 DEGREES 16 MINUTES 53 SECONDS EAST, MINUTES 43 SECONDS WEST, 409.46 FEET; THENCE SOUTH 03 DEGREES 19 MINUTES 53 SECONDS EAST; 115.48 FEET; THENCE 54 MINUTES 17SECONDS EAST ALONG SAID WESTERLY RIGHT OF WAY LINE, 202.25 FEET; THENCE SOUTH 86 DEGREES 05 2010000002895 AND WARRANTY DEED RECORDED ON MAY 5, 2011 AS DOCUMENT 201100007404; THENCE SOUTH 03 DEGREES LINE OF ILLINOIS ROUTE 47 AS CONVEYED BY WARRANTY DEED RECORDED ON FEBRUARY 10, 2010 AS DOCUMENT EAST, 70.00 FEET; THENCE NORTH 87 DEGREES 41 MINUTES 51 SECONDS EAST, 382.57 FEET TO THE WESTERLY RIGHT OF WAY 28 MINUTES 44 SECONDS WEST, 446.48 FEET FOR A POINT OF BEGINNING; THENCE SOUTH 02 DEGREES 31 MINUTES 16 SECONDS SAID EXTENDED TANGENT CENTER LINE AND SAID TANGENT CENTER LINE, 463.33 FEET TO A POINT; THENCE SOUTH 87 DEGREES KENDALL COUNTY, ILLINOIS, EXTENDED FROM THE SOUTH; THENCE SOUTH 03 DEGREES 54 MINUTES 17 SECONDS EAST ALONG CENTER LINE OF ILLINOIS STATE ROUTE NO. 47, BEING ALSO THE WEST LINE OF FOX INDUSTRIAL PARK, UNIT 1, YORKVILLE, MINUTES 21 SECONDS WEST ALONG THE NORTH LINE OF SAID NORTHEAST 1/4, A DISTANCE OF 655.52 FEET TO THE TANGENT DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID NORTHEAST 1/4; THENCE SOUTH 87 DEGREES 29 THAT PART OF THE NORTHEAST 1/4 OF SECTION 5, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN THE FOLLOWING PROPERTY: THE OWNER THEREOF, HAVE SURVEYED, SUBDIVIDED AND PLATTED WE, SPACECO, INC., AN ILLINOIS PROFESSIONAL DESIGN FIRM, NUMBER 184-001157, DO HEREBY CERTIFY AT THE REQUEST OF COUNTY OF GRUNDY ) ) SS STATE OF ILLINOIS ) CHAIRMAN , , 20 DAY OF ILLINOIS, THIS APPROVED AND ACCEPTED BY THE PLANNING AND ZONING COMMISSION OF THE UNITED CITY OF YORKVILLE, COUNTY OF KENDALL) ) SS STATE OF ILLINOIS ) CITY PLANNING AND ZONING COMMISSION CERTIFICATE CITY ADMINISTRATOR , , 20 DAY OF THIS APPROVED AND ACCEPTED BY THE CITY ADMINISTRATOR OF THE UNITED CITY OF YORKVILLE, ILLINOIS, COUNTY OF KENDALL) ) SS STATE OF ILLINOIS ) CITY ADMINISTRATOR'S CERTIFICATE CITY CLERK , , 20 DAY OF , AT A MEETING HELD THIS BY ORDINANCE No. APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THE UNITED CITY OF YORKVILLE, ILLINOIS, COUNTY OF KENDALL) ) SS STATE OF ILLINOIS ) CITY CLERK'S CERTIFICATE MAYOR , , 20 DAY OF THIS MEETING HELD THIS APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THE UNITED CITY OF YORKVILLE, ILLINOIS, COUNTY OF KENDALL) ) SS STATE OF ILLINOIS ) CITY COUNCIL CERTIFICATE CITY ENGINEER , , 20 DAY OF DATED AT YORKVILLE, ILLINOIS, THIS HAS BEEN POSTED FOR THE COMPLETION OF ALL REQUIRED IMPROVEMENTS. THAT THE REQUIRED IMPROVEMENTS HAVE BEEN INSTALLED OR THE REQUIRED GUARANTEE COLLATERAL , CITY ENGINEER FOR THE UNITED CITY OF YORKVILLE, DO HEREBY CERTIFY I, COUNTY OF KENDALL) ) SS STATE OF ILLINOIS ) CITY ENGINEER CERTIFICATE COUNTY CLERK . 20 DAY OF DATED THIS FOREGOING CERTIFICATE. FORFEITED TAXES AND NO REDEEMABLE TAX SALES AGAINST ANY OF THE REAL ESTATE DESCRIBED IN THE HEREBY CERTIFY THAT THERE ARE NO DELINQUENT GENERAL TAXES, NO UNPAID CURRENT TAXES, NO UNPAID , COUNTY CLERK FOR THE COUNTY AFORESAID, DO THIS IS TO CERTIFY THAT I, COUNTY OF KENDALL) ) SS STATE OF ILLINOIS ) COUNTY CLERK'S CERTIFICATE KENDALL COUNTY RECORDER .M. O'CLOCK , AT , 20 DAY OF OFFICE OF KENDALL COUNTY, ILLINOIS, ON THIS WAS FILED FOR RECORD IN THE RECORDER'S THIS INSTRUMENT NO. COUNTY OF KENDALL) ) SS STATE OF ILLINOIS ) RECORDER'S CERTIFICATE REGISTERED PROFESSIONAL ENGINEER OWNER(S) OR DULY AUTHORIZED ATTORNEY . , A.D. 20 DAY OF DATED THIS SUBDIVISION. REDUCE THE LIKELIHOOD OF DAMAGE TO THE ADJOINING PROPERTY BECAUSE OF THE CONSTRUCTION OF THIS WATERS WlLL BE PLANNED FOR IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES SO AS TO INTO PUBLIC AREAS, OR DRAINS WHICH THE SUBDIVIDER HAS THE RIGHT TO USE, AND THAT SUCH SURFACE REASONABLE PROVISIONS HAVE BEEN MADE FOR THE COLLECTION AND DIVERSION OF SUCH SURFACE WATERS OF THIS SUBDIVISION OR ANY PART THEREOF, OR THAT IF SUCH SURFACE WATER DRAINAGE WILL BE CHANGED, KNOWLEDGE AND BELIEF, THE DRAINAGE OF SURFACE WATERS WILL NOT BE CHANGED BY THE CONSTRUCTION (OR HIS/HER ATTORNEY) SUBMIT THE TOPOGRAPHICAL AND PROFILE STUDIES AND TO THE BEST OF OUR , OWNER , REGISTERED PROFESSIONAL ENGINEER AND WE, COUNTY OF KENDALL) ) SS STATE OF ILLINOIS ) DRAINAGE CERTIFICATE 13967SUB-01 05/30/2025 13967 3 3 TITLE TITLE PRINTED NAME PRINTED NAME BY: BY: ADDRESS OWNER 1115 LLC . , A.D. 20 DAY OF DATED THIS BOUNDARIES OF YORKVILLE COMMUNITY UNIT SCHOOL DISTRICT 115. THE UNDERSIGNED FURTHER CERTIFY THAT ALL OF THE LAND INCLUDED IN THIS PLAT LIES WITHIN THE OF YORKVILLE, THEIR SUCCESSORS AND ASSIGNS, THE EASEMENT PROVISIONS WHICH ARE STATED HEREON. CABLE TV OR OTHER TELECOMMUNICATIONS COMPANY UNDER FRANCHISE AGREEMENT WITH THE UNITED CITY STREETS, ALLEYS, AND PUBLIC SERVICES; AND HEREBY ALSO RESERVES FOR ANY ELECTRIC, GAS, TELEPHONE, THE UNDERSIGNED HEREBY DEDICATE FOR PUBLIC USE THE LANDS SHOWN ON THIS PLAT FOR THOROUGHFARES, AND DO HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER THE STYLE AND TITLE THEREON INDICATED. SHOWN HEREON FOR THE USES AND PURPOSES HEREIN SET FORTH AS ALLOWED AND PROVIDED FOR BY STATUE, SURVEYOR'S CERTIFICATE AND HAVE CAUSED THE SAME TO BE SURVEYED, SUBDIVIDED, AND PLATTED AS IS THE FEE SIMPLE OWNER OF THE PROPERTY DESCRIBED FOREGOING 1115 LLC THIS IS TO CERTIFY THAT COUNTY OF KENDALL) ) SS STATE OF ILLINOIS ) OWNER'S CERTIFICATE NOTARY PUBLIC , A.D. 20 DAY OF DATED THIS GIVEN UNDER MY HAND AND NOTARIAL SEAL SET FORTH. DELIVERED THE ANNEXED PLAT AT HIS/HER/THEIR OWN FREE AND VOLUNTARY ACT FOR USES AND PURPOSES THEREIN SUCH OWNER(S) APPEARED BEFORE ME THIS DAY IN PERSON AND ACKNOWLEDGED THAT HE/SHE/THEY SIGNED AND KNOWN TO ME TO BE THE SAME PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE FOREGOING INSTRUMENT AS IS/ARE PERSONALLY 1115 LLC OF AND CERTIFY THAT , NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE AFORESAID, DO HEREBY I, ) COUNTY OF ) SS STATE OF ILLINOIS ) NOTARY CERTIFICATE REGION TWO ENGINEER TRISHA THOMPSON, P.E. . , 20 DATE: BY: DEPARTMENT. “POLICY ON PERMITS FOR ACCESS DRIVEWAYS TO STATE HIGHWAYS” WILL BE REQUIRED BY THE PLATS,” AS AMENDED. A PLAN THAT MEETS THE REQUIREMENTS CONTAINED IN THE DEPARTMENT’S TO ROADWAY ACCESS PURSUANT TO ARTICLE 2 OF “AN ACT TO REVISE THE LAW IN RELATION TO “THIS PLAT HAS BEEN APPROVED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION WITH RESPECT ILLINOIS DEPARTMENT OF TRANSPORTATION CERTIFICATE PURPOSES ONLY FOR REVIEW UNITED CITY OF YORKVILLE. PERFORM ONLY EMERGENCY PROCEDURES AS DEEMED NECESSARY BY THE CITY ENGINEER OF THE STORMWATER MANAGEMENT AREA AND APPURTENANCES. THE UNITED CITY OF YORKVILLE WILL THE OWNER OF THE PROPERTY SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF THE USED FOR PURPOSES THAT DO NOT THEN OR LATER INTERFERE WITH THE AFORESAID USES OR RIGHTS. AREA SHALL BE MADE WITHOUT EXPRESS WRITTEN CONSENT OF THE CITY ENGINEER, BUT SAME MAY BE CHANGE TO THE TOPOGRAPHY OR STORMWATER MANAGEMENT STRUCTURES WITHIN THE EASEMENT SEWERS OR OTHER UTILITIES. NO PERMANENT BUILDINGS SHALL BE PLACED ON SAID EASEMENT. NO TREES, SHRUBS OR OTHER PLANTS ON THE EASEMENT THAT INTERFERE WITH THE OPERATION OF TO DO ANY OF THE ABOVE WORK. THE RIGHT IS ALSO GRANTED TO CUT DOWN, TRIM OR REMOVE ANY TOGETHER WITH THE RIGHT OF ACCESS ACROSS THE PROPERTY FOR NECESSARY MEN AND EQUIPMENT NECESSARY BY SAID CITY, OVER, UPON, ALONG, UNDER AND THROUGH SAID INDICATED EASEMENT, CONNECTIONS, DITCHES, SWALES, AND OTHER STRUCTURES AND APPURTENANCES AS MAY BE DEEMED CATCH BASINS, SANITARY SEWERS, WATER MAINS, ELECTRIC AND COMMUNICATION CABLES, AND THE STORMWATER MANAGEMENT AREA, TOGETHER WITH ANY AND ALL NECESSARY MANHOLES, TO SURVEY, CONSTRUCT, RECONSTRUCT, REPAIR, INSPECT, MAINTAIN AND OPERATE STORM SEWERS EASEMENT" (abbreviated S.M.E.) ON THE PLAT FOR THE PERPETUAL RIGHT, PRIVILEGE, AND AUTHORITY SUCCESSORS AND ASSIGNS, OVER ALL OF THE AREAS MARKED "STORMWATER MANAGEMENT AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE UNITED CITY OF YORKVILLE AND TO ITS STORMWATER MANAGEMENT EASEMENT PROVISIONS CLEAN AND WORKMANLIKE CONDITION. TO REMOVE ALL EXCESS DEBRIS AND SPOIL, AND TO LEAVE THE MAINTENANCE AREA IN A GENERALLY CREATED SO AS TO RETAIN SUITABLE DRAINAGE, TO COLD PATCH ANY ASPHALT OR CONCRETE SURFACE, SHALL BE OBLIGATED, FOLLOWING SUCH MAINTENANCE WORK, TO BACKFILL AND MOUND ALL TRENCH OF PAVEMENT, CURB, GUTTERS, TREES, LAWN OR SHRUBBERY, PROVIDED, HOWEVER, THAT SAID CITY SURFACE RESTORATION, INCLUDING BUT NOT LIMITED TO, THE RESTORATION, REPAIR OR REPLACEMENT EASEMENT RIGHTS HEREIN GRANTED, SAID CITY SHALL HAVE NO OBLIGATION WITH RESPECT TO FOLLOWING ANY WORK TO BE PERFORMED BY THE UNITED CITY OF YORKVILLE IN THE EXERCISE OF ITS OR CHANGE THE SURFACE DRAINAGE PATTERNS. OF SAID EASEMENTS BY THE ABOVE NAMED ENTITIES SHALL CAUSE ANY CHANGE IN GRADE OR IMPAIR THERETO EXISTING WITHIN THE EASEMENTS BEING CROSSED OR RECROSSED. NO USE OR OCCUPATION DAMAGE, OR DISTURB ANY TRANSMISSION AND DISTRIBUTION SYSTEMS AND FACILITIES APPURTENANT BY THE ABOVE NAMED ENTITIES SHALL BE DONE IN SUCH A MANNER SO AS NOT TO INTERFERE WITH, SUCH EASEMENTS ARE GRANTED AND RESERVED. THE CROSSING AND RECROSSING OF SAID EASEMENTS TO INTERFERE WITH OR PRECLUDE THE OCCUPATION AND USE THEREOF BY OTHER ENTITIES FOR WHICH THE ABOVE NAMED ENTITIES BY EACH OF SUCH ENTITIES SHALL BE DONE IN SUCH A MANNER SO AS NOT THE OCCUPATION AND USE OF THE NON-EXCLUSIVE EASEMENT HEREIN GRANTED AND RESERVED FOR INTERFERE WITH THE USES HEREIN DESCRIBED. TREES, LANDSCAPING, DRIVEWAYS, AND OTHER RELATED PURPOSES THAT DO NOT UNREASONABLY AS “PUBLIC UTILITY & DRAINAGE EASEMENT”, BUT SUCH AREAS MAY BE USED FOR GARDENS, SHRUBS, STRUCTURES, OR OBSTRUCTIONS SHALL BE CONSTRUCTED IN, UPON, OR OVER ANY AREAS DESIGNATED AND DISTRIBUTION SYSTEMS AND FACILITIES APPURTENANT THERETO. NO PERMANENT BUILDINGS, REMOVAL, REPLACEMENT, MAINTENANCE AND OPERATION OF THEIR UNDERGROUND TRANSMISSION EASEMENT” WHICH INTERFERE WITH THE CONSTRUCTION, INSTALLATION, RECONSTRUCTION, REPAIR, SHRUBS OR OTHER PLANTS WITHIN THE AREAS DESIGNATED AS “PUBLIC UTILITY AND DRAINAGE DESCRIBED FOR THE USES HEREIN SET FORTH AND THE RIGHT TO CUT, TRIM, OR REMOVE ANY TREES, THE ABOVE NAMED ENTITIES ARE HEREBY GRANTED THE RIGHT TO ENTER UPON EASEMENTS HEREIN NECESSARY AND REQUIRED FOR SUCH USES AND PURPOSES. EASEMENT”, TOGETHER WITH A RIGHT OF ACCESS THERETO FOR THE PERSONNEL AND EQUIPMENT AND ELECTRICITY, WITHIN THE AREAS SHOWN ON THE PLAT AS “PUBLIC UTILITY & DRAINAGE FACILITIES FOR THE TRANSMISSION AND DISTRIBUTION OF WATER, STORM SEWERS, SANITARY SEWERS YORKVILLE, ILLINOIS TO CONSTRUCT, INSTALL, RECONSTRUCT, REPAIR, REMOVE, REPLACE AND INSPECT A NON-EXCLUSIVE EASEMENT IS ALSO HEREBY RESERVED FOR AND GRANTED TO THE UNITED CITY OF SERVICE CONNECTIONS UNDER THE SURFACE OF EACH LOT TO SERVE IMPROVEMENTS THEREON. REQUIRED FOR SUCH USES AND PURPOSES AND TOGETHER WITH THE RIGHT TO INSTALL REQUIRED WITH THE RIGHT OF ACCESS THERETO FOR THE PERSONNEL AND EQUIPMENT NECESSARY AND LINES, CABLE TELEVISION LINES, AND ALL NECESSARY FACILITIES APPURTENANT THERETO, TOGETHER & DRAINAGE EASEMENT”, INCLUDING WITHOUT LIMITATION TO TELEPHONE CABLE, GAS MAINS, ELECTRIC TRANSMISSION AND DISTRIBUTION SYSTEMS AND LINES UNDER THE SURFACE OF THE “PUBLIC UTILITY INSTALL, RECONSTRUCT, REPAIR, REMOVE, REPLACE, INSPECT, MAINTAIN AND OPERATE UNDERGROUND AREAS SHOWN ON THE PLAT AS “PUBLIC UTILITY & DRAINAGE EASEMENT” (P.U. & D.E.) TO CONSTRUCT, THE CITY OF YORKVILLE, ILLINOIS, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS WITHIN THE ED, JONES INTERCABLE, OTHER PUBLIC UTILITIES, AND HOLDERS OF EXISTING FRANCHISES GRANTED BY A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO SBC AMERITECH, NICOR, COM PUBLIC UTILITY AND DRAINAGE EASEMENT 106/17/2025PER CITY REVIEWM:\13000-13999\13967-M\SURVEY\13967SUB-01.dgn SHEET 3 User=jschroeder