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City Council Packet 2022 04-26-22 AGENDA CITY COUNCIL MEETING Tuesday, April 26, 2022 7:00 p.m. City Hall Council Chambers 800 Game Farm Road, Yorkville, IL Call to Order: Pledge of Allegiance: Roll Call by Clerk: WARD I WARD II WARD III WARD IV Ken Koch Arden Joe Plocher Chris Funkhouser Seaver Tarulis Dan Transier Craig Soling Matt Marek Jason Peterson Establishment of Quorum: Amendments to Agenda: Presentations: 1. Yorkville Intermediate School Recognizing School Resource Officer Goldsmith Public Hearings: Citizen Comments on Agenda Items: Consent Agenda: 1. Minutes of the Regular City Council – March 22, 2022 2. Bill Payments for Approval $ 664,209.21 (vendors) $ 327,282.83 (payroll period ending 4/15/2022) $ 991,492.04 (total) Mayor’s Report: 1. CC 2022-05 Ordinance Approving an Agreement by and Among the United City of Yorkville, Yorkville-Bristol Sanitary District and Illinois Greenhouse, LLC 2. CC 2022-15 Poppy Days Proclamation 3. CC 2022-16 Motorcycle Awareness Month Proclamation 4. CC 2022-17 Appointments to Boards and Commissions Public Works Committee Report: United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 Telephone: 630-553-4350 www.yorkville.il.us City Council Agenda April 26, 2022 Page 2 Economic Development Committee Report: 1. PZC 2022-03 & EDC 2022-21 Ordinance Approving the Second Amendment to the Annexation and Planned Unit Development Agreement for a Portion of the Windmill Farms Development (BW Properties Holdings, LLC/Bricolage Wellness, PLLC) Public Safety Committee Report: Administration Committee Report: Park Board: Planning and Zoning Commission: 1. PZC 2022-02 & EDC 2022-20 Ordinance Approving the Rezoning to the B-3 General Business Zoning District of the Property Located at 8721 Route 126 and Repeal of the Ordinance 2008-42 as it Applies to the Property (BW Properties Holdings, LLC/Bricolage Wellness, PLLC) 2. PZC 2022-06 & EDC 2022-22 Ordinance Approving the Final Plat of Resubdivision for Bristol Bay P.U.D. Unit 3 3. PZC 2022-07 & EDC 2022-23 Ordinance Approving the Final Plat of Subdivision for Bristol Bay P.U.D. Unit 13 City Council Report: City Clerk’s Report: Community and Liaison Report: Staff Report: Mayor’s Report (cont’d): 5. CC 2021-04 City Buildings Updates 6. CC 2021-38 Water Study Update Additional Business: Citizen Comments: Executive Session: Adjournment: COMMITTEES, MEMBERS AND RESPONSIBILITIES ADMINISTRATION: May 18, 2022 – 6:00 p.m. – City Hall Conference Room Committee Departments Liaisons Chairman: Alderman Soling Finance Library Vice-Chairman: Alderman Funkhouser Administration Committee: Alderman Transier Committee: Alderman Tarulis City Council Agenda April 26, 2022 Page 3 COMMITTEES, MEMBERS AND RESPONSIBILITIES cont’d: ECONOMIC DEVELOPMENT: May 3, 2022 – 6:00 p.m. – City Hall Conference Room Committee Departments Liaisons Chairman: Alderman Peterson Community Development Planning & Zoning Commission Vice-Chairman: Alderman Koch Building Safety & Zoning Kendall Co. Plan Commission Committee: Alderman Plocher Committee: Alderman Funkhouser PUBLIC SAFETY: May 5, 2022 – 6:00 p.m. – City Hall Conference Room Committee Departments Liaisons Chairman: Alderman Transier Police School District Vice-Chairman: Alderman Tarulis Committee: Alderman Soling Committee: Alderman Marek PUBLIC WORKS: May 17, 2022 – 6:00 p.m. – City Hall Conference Room Committee Departments Liaisons Chairman: Alderman Marek Public Works Park Board Vice-Chairman: Alderman Plocher Engineering YBSD Committee: Alderman Koch Parks and Recreation Committee: Alderman Peterson UNITED CITY OF YORKVILLE WORKSHEET CITY COUNCIL Tuesday, April 26, 2022 7:00 PM CITY COUNCIL CHAMBERS ---------------------------------------------------------------------------------------------------------------------------------------- AMENDMENTS TO AGENDA: ---------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------- PRESENTATIONS: ----------------------------------------------------------------------------------------------------------------------------------------- 1. Yorkville Intermediate School Recognizing School Resource Officer Goldsmith ----------------------------------------------------------------------------------------------------------------------------------------- CITIZEN COMMENTS ON AGENDA ITEMS: ----------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- CONSENT AGENDA: ----------------------------------------------------------------------------------------------------------------------------------------- 1. Minutes of the Regular City Council – March 22, 2022 □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 2. Bill Payments for Approval □ Approved ________ □ As presented □ As amended □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ---------------------------------------------------------------------------------------------------------------------------------------- MAYOR’S REPORT: ----------------------------------------------------------------------------------------------------------------------------------------- 1. CC 2022-05 Ordinance Approving an Agreement by and Among the United City of Yorkville, Yorkville- Bristol Sanitary District and Illinois Greenhouse, LLC □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 2. CC 2022-15 Poppy Days Proclamation □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 3. CC 2022-16 Motorcycle Awareness Month Proclamation □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 4. CC 2022-17 Appointments to Boards and Commissions □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ---------------------------------------------------------------------------------------------------------------------------------------- ECONOMIC DEVELOPMENT COMMITTEE: ----------------------------------------------------------------------------------------------------------------------------------------- 1. PZC 2022-03 & EDC 2022-21 Ordinance Approving the Second Amendment to the Annexation and Planned Unit Development Agreement for a Portion of the Windmill Farms Development (BW Properties Holdings, LLC/Bricolage Wellness, PLLC) □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ---------------------------------------------------------------------------------------------------------------------------------------- PLANNING AND ZONING COMMISSION: ----------------------------------------------------------------------------------------------------------------------------------------- 1. PZC 2022-02 & EDC 2022-20 Ordinance Approving the Rezoning to the B-3 General Business Zoning District of the Property Located at 8721 Route 126 and Repeal of the Ordinance 2008-42 as it Applies to the Property (BW Properties Holdings, LLC/Bricolage Wellness, PLLC) □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 2. PZC 2022-06 & EDC 2022-22 Ordinance Approving the Final Plat of Resubdivision for Bristol Bay P.U.D. Unit 3 □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 3. PZC 2022-07 & EDC 2022-23 Ordinance Approving the Final Plat of Subdivision for Bristol Bay P.U.D. Unit 13 □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- MAYOR’S REPORT (CONT’D): ----------------------------------------------------------------------------------------------------------------------------------------- 5. CC 2021-04 City Buildings Updates □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 6. CC 2021-38 Water Study Update □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- ADDITIONAL BUSINESS: ----------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------- CITIZEN COMMENTS: ----------------------------------------------------------------------------------------------------------------------------------------- Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Consent Agenda #1 Tracking Number Minutes of the Regular City Council – March 22, 2022 City Council – April 26, 2022 Majority Approval Approval of Minutes Jori Behland Administration Name Department DRAFT MINUTES OF THE REGULAR MEETING OF THE CITY COUNCIL OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, HELD IN THE CITY COUNCIL CHAMBERS, 800 GAME FARM ROAD ON TUESDAY, MARCH 22, 2022 Mayor Purcell called the meeting to order at 7:00 p.m. and led the Council in the Pledge of Allegiance. Mayor Purcell stated that he has determined that under the Governor’s orders the meeting can be held with electronic attendance for the safety of the council members and the public and to help prevent the spread of the coronavirus. ROLL CALL City Clerk Behland called the roll. Ward I Koch Present Transier Present Ward II Plocher Present (electronic attendance) Soling Present Ward III Funkhouser Present Marek Present (electronic attendance) Ward IV Tarulis Present Peterson Present (electronic attendance) Staff in attendance at City Hall: City Clerk Behland, City Administrator Olson, Chief of Police Jensen, Attorney Orr, Public Works Director Dhuse, Finance Director Fredrickson, Parks and Recreation Director Evans, Facilities Manager Raasch, and EEI Engineer Sanderson. Staff in attendance electronically: Community Development Director Barksdale-Noble. Clerk’s Note: Due to COVID-19, in accordance with Public Act 101-0640 and Gubernatorial Disaster Proclamation issued by Governor Pritzker pursuant to the powers vested in the Governor under the Illinois Emergency Management Act, the United City of Yorkville encouraged social distancing by allowing remote attendance to the City Council meeting. Members of the public were able to attend this meeting in person while practicing social distancing as well as being able to access the meeting remotely via Zoom which allowed for video, audio, and telephonic participation. A meeting notice was posted on the City’s website on the agenda, minutes, and packets webpage with instructions regarding remote meeting access and a link was included for the public to participate in the meeting remotely: https://us02web.zoom.us/j/84907067800?pwd=RXJMR1lIWEUvSzdhOUdVWHdTOWRxUT09. The Zoom meeting ID was 849 0706 7800. QUORUM A quorum was established. AMENDMENTS TO THE AGENDA Before the public hearing, Mayor Purcell asked to move up Mayor’s Report #2 Proclamation for Yorkville Library Mini Golf FUN Raiser Day. PRESENTATIONS None. MAYOR’S REPORT Proclamation for Yorkville Library Mini Golf FUN Raiser Day (CC 2022-10) Mayor Purcell proclaimed Sunday, April 3, 2022, as the “Yorkville Library Mini Golf FUN Raiser Day” in the United City of Yorkville (see attached). PUBLIC HEARINGS Timber Ridge Estates – Dormant SSA Mayor Purcell opened the public hearing for the Timber Ridge Estates – Dormant SSA. He asked if anyone wished to comment on the Timber Ridge Estates – Dormant SSA. Upon hearing no public comments, Mayor Purcell then closed the public hearing. The Minutes of the Regular Meeting of the City Council – March 22, 2022 – Page 2 of 6 CITIZEN COMMENTS ON AGENDA ITEMS None. CONSENT AGENDA 1. Minutes of the Regular City Council – February 22, 2022 2. Bill Payments for Approval $ 622,651.59 (vendors) $ 344,765.92 (payroll period ending 3/4/22) $ 967,417.51 (total) 3. Water Department Reports October 2021 – February 2022 (PW 2022-19) 4. Kennedy Road and Mill Road Intersection Improvements – Bid Award – award bid for the Kennedy Road and Mill Road Intersection Improvements project to Geneva Construction in an amount not to exceed $384,526.38 (PW 2022-24) 5. Kennedy Road and Mill Road Intersection Improvements – Construction Engineering Agreement – authorize the Mayor and City Clerk to execute (PW 2022-25) 6. Bucket Truck Price Increase – approve the price increase for the bucket truck from $230,658 to $234,961 and amend the proposed FY23 budget to reflect the increase (PW 2022-27) 7. Resolution 2022-14 in Support of the “Wyland Mayor’s Challenge for Water Conservation” – authorize the Mayor and City Clerk to execute (PW 2022-30) 8. Treasurer’s Report for February 2022 (ADM 2022-15) 9. Fiscal Year 2023 Insurance Renewals - approve a contract for the renewal of existing HMO and PPO plans with Blue Cross Blue Shield; to approve a contract with Blue Cross Blue Shield for the dental plan; to approve a contract with Dearborn National (BCBS) for vision plan, to approve a contract with Blue Cross Blue Shield for the life and AD&D plans; to approve employee HRA card amounts in the same amount as FY 2022 and to authorize non-union employee contribution percentages in the amounts of 10.5% for HMO coverage and 12.5% for PPO coverage and with union employee contributions rates in the amount as authorized by the Police Department and Public Works union contract (ADM 2022-17) 10. Water, Sewer, and Road Infrastructure Fee Renewal (ADM 2022-20) a. Ordinance 2022-09 Amending the Infrastructure Maintenance Fee for Water and Sanitary Sewer Service – authorize the Mayor and City Clerk to execute b. Ordinance 2022-10 Amending the Termination Date of the Motor Vehicle Tax in the United City of Yorkville – authorize the Mayor and City Clerk to execute Mayor Purcell entertained a motion to approve the consent agenda. So moved by Alderman Tarulis; seconded by Alderman Soling. Motion approved by a roll call vote. Ayes-8 Nays-0 Koch-aye, Plocher-aye, Funkhouser-aye, Tarulis-aye, Transier-aye, Soling-aye, Marek-aye, Peterson-aye REPORTS MAYOR’S REPORT Parks and Recreation Event Updates Even with the colder weather, Parks and Recreation Director Evans said St. Patrick’s Day parade had a great turnout. Mayor Purcell said he heard great things about the firework show. On April 2, 2022, is the Easter Egg-Stravaganza at Town Square Park. Then coming up in May is Margaritas En Mayo on May 26, 2022. Bright Farms Development Agreement (CC 2022-05) City Administrator Olson explained three new topics on the Bright Farms Development Agreement matter. The first item they have discussed is the timeline for Corneils Road improvements required by the City for the development. The second item discussed is the project's overall price and total contributions from the City, Bright Farms, and the sanitary district. Then the third piece that is being discussed is the building permit fees. This is the first time the City had this size of a project for industrial development. Staff is currently surveying other towns' permit fees before making a recommendation to the Council. The water well analysis was submitted to staff this afternoon, and there are plans to bring it to a future meeting as a presentation. Mayor Purcell said there is no vote tonight, but if anyone on the Council had any questions, they could ask. Alderman Transier asked if there were any updates on the grant application. City Administrator Olson said the state has asked for post submittal material and additional documents, but there is no timeline. Alderman Funkhouser asked when we will have building permit fee recommendations, to which City The Minutes of the Regular Meeting of the City Council – March 22, 2022 – Page 3 of 6 Administrator Olson said hopefully by the April 12th City Council meeting. Alderman Funkhouser asked if staff saw any issue with small payments. City Administrator Olson noted this doesn’t come up that often to make a comparison. Sean O’Neil with Bright Farms said they are not looking for a deferred payment but more to pay as they complete work. Mr. O’Neil also brought up that Bright Farms does not need Corneils Road improved the entire length, but they understand it’s a requirement by the City. Bright Farms questioned if they could improve a smaller part of the road, possibly a few hundred feet. Letter of Understanding for a Shared Use Path and Maintenance – IL – 71 Reconstruction (CC 2022-11) Mayor Purcell entertained a motion to approve a revised Letter of Understanding with IDOT for the Route 71 expansion project and authorize the Mayor to execute. So moved by Alderman Koch; seconded by Alderman Peterson. Alderman Funkhouser asked, if the trail needs to be replaced, does the City have to replace the trail? City Administrator Olson said it’s not clear, but he does believe the state would still replace it when they come through to do their repaving on the street. Alderman Soling asked what the term “good working order” means by the state's standards. Administrator Olson said it would include fixing potholes and cleaning up trash. Motion approved by a roll call vote. Ayes-8 Nays-0 Plocher-aye, Funkhouser-aye, Tarulis-aye, Transier-aye, Soling-aye, Marek-aye, Peterson-aye, Koch-aye Poplar Drive Railroad Crossing Maintenance (CC 2022-12) Mayor Purcell entertained a motion to proceed per the Public Road Crossing Agreement in an amount not to exceed $181,838.00. So moved by Alderman Transier; seconded by Alderman Funkhouser. Motion approved by a roll call vote. Ayes-8 Nays-0 Funkhouser-aye, Tarulis-aye, Transier-aye, Soling-aye, Marek-aye, Peterson-aye, Koch-aye, Plocher-aye Public Works Amended Authorization for the Second Purchase Price Increase of a Single Axle Dump Truck (CC 2021-22) Mayor Purcell entertained a motion to accept the price increase of $2,640.00 for the single axle dump truck purchased through JX Peterbilt for a new total price of $114,300.00. So moved by Alderman Soling; seconded by Alderman Peterson. Motion approved by a roll call vote. Ayes-8 Nays-0 Tarulis-aye, Transier-aye, Soling-aye, Marek-aye, Peterson-aye, Koch-aye, Plocher-aye, Funkhouser-aye PUBLIC WORKS COMMITTEE REPORT 2022 Road to Better Roads Program – Bid Award (PW 2022-20) Alderman Marek made a motion to accept bid and award contract to Geneva Construction in an amount not to exceed $1,409,944.25 and authorize the Mayor and City Clerk to execute; seconded by Alderman Funkhouser. Motion approved by a roll call vote. Ayes-8 Nays-0 Transier-aye, Soling-aye, Marek-aye, Peterson-aye, Koch-aye, Plocher-aye, Funkhouser-aye Tarulis-aye 2022 Road to Better Roads Program – Construction Engineering Agreement (PW 2022-21) Alderman Marek made a motion to approve the 2022 Roads to Better Roads Program Professional Services Agreement – Construction Engineering and authorize the Mayor and City Clerk to execute; seconded by Alderman Peterson. Motion approved by a roll call vote. Ayes-8 Nays-0 Soling-aye, Marek-aye, Peterson-aye, Koch-aye, Plocher-aye, Funkhouser-aye Tarulis-aye, Transier-aye The Minutes of the Regular Meeting of the City Council – March 22, 2022 – Page 4 of 6 E. Main Street Water Main Improvements – Bid Award (PW 2022-22) Alderman Marek made a motion to accept bid and award contract to Holiday Sewer & Water Construction Inc. in an amount not to exceed $1,111,222.33; seconded by Alderman Tarulis. Alderman Funkhouser asked if this would cover new sidewalks, and City Engineer Sanderson said it would not cover 100% of the sidewalks because some of the sidewalks are being maintained and are still in decent shape. But it would cover the entire street. Motion approved by a roll call vote. Ayes-8 Nays-0 Tarulis-aye, Transier-aye, Plocher-aye, Marek-aye, Peterson-aye, Koch-aye, Milschewski-aye, Funkhouser-aye E. Main Street Water Main Improvements – Construction Engineering Agreement (PW 2022-23) Alderman Marek made a motion to approve the East Main Street Improvements – Professional Services Agreement – Construction Engineering and authorize the Mayor and City Clerk to execute; seconded by Alderman Koch. Motion approved by a roll call vote. Ayes-8 Nays-0 Marek-aye, Peterson-aye, Koch-aye, Plocher-aye, Funkhouser-aye Tarulis-aye, Transier-aye, Soling-aye Fox Hill Roadway Improvements – Pavement Condition Update (PW 2022-26) Alderman Marek made a motion to approve the staff recommendations to update the punch list to include any noted deficiencies, additional crack routing and filling to address centerline issues, milling of the uneven joint at Diehl and Cottonwood Trail, and the requirement of applying asphalt rejuvenator to the entire project and also collect the calculated liquidated damages in the full amount of $39,525.00; seconded by Alderman Peterson. Alderman Funkhouser explained residents' concerns and wanted to know if this resolves all issues. City Engineer Sanderson said yes, this should resolve the issues; there is no timeline yet, but they will start working on the punch list once approved. Motion approved by a roll call vote. Ayes-8 Nays-0 Koch-aye, Plocher-aye, Funkhouser-aye, Tarulis-aye, Transier-aye, Soling-aye, Marek-aye, Peterson-aye Resolution 2022-15 Authorizing a Contract for Street Light Heads, Arms, and Poles with Amperage Electrical Supply, Roselle, Illinois in the Amount Not to Exceed $80,534.00 and authorize the Mayor and City Clerk to execute (PW 2022-29) Alderman Marek made a motion to approve a Resolution Authorizing a Contract for Street Light Heads, Arms, and Poles with Amperage Electrical Supply, Roselle, Illinois in the Amount Not to Exceed $80,534.00 and authorize the Mayor and City Clerk to execute; seconded by Alderman Koch. Motion approved by a roll call vote. Ayes-8 Nays-0 Plocher-aye, Funkhouser-aye, Tarulis-aye, Transier-aye, Soling-aye, Marek-aye, Peterson-aye, Koch-aye ECONOMIC DEVELOPMENT COMMITTEE REPORT No report. PUBLIC SAFETY COMMITTEE REPORT No report. The Minutes of the Regular Meeting of the City Council – March 22, 2022 – Page 5 of 6 ADMINISTRATION COMMITTEE REPORT Facilities Manager Intergovernmental Agreement (ADM 2022-18) Alderman Funkhouser made a motion to direct staff to proceed with intergovernmental agreement negotiations for the Facilities Manager position, as recommended; seconded by Alderman Soling. Motion approved by a roll call vote. Ayes-8 Nays-0 Funkhouser-aye, Tarulis-aye, Transier-aye, Soling-aye, Marek-aye, Peterson-aye, Koch-aye, Plocher-aye Ordinance 2022-11 Amending Water Service Rates and Sewer Maintenance Fees (ADM 2022-19) Alderman Funkhouser made a motion to approve an Ordinance Amending Service Rates and Sewer Maintenance Fees and authorize the Mayor and City Clerk to execute; seconded by Alderman Tarulis. Mayor Purcell said the first increase would not occur until September 1st, slightly increasing the base rate. Then the second increase is a bimetric increase that will start on January 1st. Alderman Funkhouser said this is very challenging for him to do these increases, but we will do more harm pushing this out, which makes this necessary. Alderman Transier mentioned he would like to look at volume usage and how it’s billed out currently regarding the base rate. Alderman Koch and Soling agree with Alderman Transier regarding looking at the base rates. Motion approved by a roll call vote. Ayes-8 Nays-0 Tarulis-aye, Transier-aye, Soling-aye, Marek-aye, Peterson-aye, Koch-aye, Plocher-aye, Funkhouser-aye PARK BOARD No report. PLANNING AND ZONING COMMISSION No report. CITY COUNCIL REPORT No report. CITY CLERK’S REPORT No report. COMMUNITY & LIAISON REPORT Fox Metro Alderman Soling reported that Fox Metro would be doing smoke testing, so if you see smoke coming out of your sewers, don’t panic. Hydrant Flushing Public Works Director Dhuse said they would start hydrant flushing in April. This will be a modified schedule because the well is down. This summer, Mayor Purcell mentioned that we might have to restrict water if it’s a dry summer. STAFF REPORT No report. MAYOR’S REPORT (cont’d) City Buildings Updates (CC 2021-04) Resolution 2022-16 Approving a Contract for the New City Hall Security System with Scientel Solutions LLC., of Aurora, Illinois in an Amount Not to Exceed $200,000 Mayor Purcell entertained a motion to approve a Resolution Approving a contract for the New City Hall Security System with Scientel Solutions LLC., of Aurora, Illinois in an Amount Not to Exceed $200,000.00 and authorize the Mayor and City Clerk to execute. So moved by Alderman Tarulis; seconded by Alderman Peterson. Motion approved by a roll call vote. Ayes-8 Nays-0 Transier-aye, Soling-aye, Marek-aye, Peterson-aye, Koch-aye, Plocher-aye, Funkhouser-aye, Tarulis-aye The Minutes of the Regular Meeting of the City Council – March 22, 2022 – Page 6 of 6 Water Study Update (CC 2021-38) Administrator Olson said that he added Oswego's real estate transfer tax proposal to the packet. A few of the alderman requested information about what the real estate transfer tax was and about Oswego’s proposal. In general, this is a tax on property sales. Since researching, staff has found out this is only available for home rule municipalities. This can’t be added to a referendum if you are not home rule. We can look at this for the City after we become home rule. Mayor Purcell mentioned that from a budget perspective looking at transfer tax, you have to keep in mind it would not be steady and wouldn’t be able to count on the same amount month to month. Mayor Purcell said he is open to ideas of where else the City can find funds to help with the water project cost and to keep water rates low. Budget for Fiscal Year 2022-2023 (CC 2022-09) City Administrator Olson explained there are three budget adjustments in the packet. There was also a FEMA reimbursement of $80,000.00. Staff plans to have the ordinance and a motion at the next City Council meeting. ADDITIONAL BUSINESS Ward 4 Alderman Peterson wanted to thank Public Works Director Dhuse on behalf of Ward 4 and Grande Reserve for getting the lights turned on at Freedom Place and Kennedy Road. Alderman Peterson also asked if there was any update on the Tuma Road and Route 34 light getting fixed, and City Administrator Olson said we are still waiting to hear back from ComEd. FORE! Yorkville Golf Outing Alderman Marked shared that the FORE! Yorkville Golf Outing is live, and registrations are open. The event will take place on Thursday, June 9, 2022. CITIZEN COMMENTS None. EXECUTIVE SESSION None. ADJOURNMENT Mayor Purcell entertained a motion to adjourn the City Council meeting. So moved by Alderman Koch; seconded by Alderman Soling. Motion approved by a roll call vote. Ayes-8 Nays-0 Soling-aye, Marek-aye, Peterson-aye, Koch-aye, Plocher-aye, Funkhouser-aye, Tarulis-aye Transier-aye Meeting adjourned at 8:06 p.m. Minutes submitted by: Jori Behland, City Clerk, City of Yorkville, Illinois 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 City Council - Public Hearing - March 22, 2022 1 UNITED CITY OF YORKVILLE KENDALL COUNTY, ILLINOIS CITY COUNCIL MEETING PUBLIC HEARING 800 Game Farm Road Yorkville, Illinois Tuesday, March 22, 2022 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 City Council - Public Hearing - March 22, 2022 2 PRESENT (in person and via Zoom): Mr. John Purcell, Mayor; Mr. Ken Koch, Alderman; Mr. Dan Transier, Alderman; Mr. Arden Joe Plocher, Mayor Pro-Tem; Mr. Craig Soling, Alderman; Mr. Chris Funkhouser, Alderman; Mr. Matt Marek, Alderman; Mr. Seaver Tarulis, Alderman; Mr. Jason Peterson, Alderman. ALSO PRESENT (in person and via Zoom): Mr. Bart Olson, City Administrator; Ms. Jori Behland, City Clerk; Ms. Kathleen Field-Orr, City Attorney; Mr. Brad Sanderson, City Engineer; Mr. Eric Dhuse, Public Works Director; Ms. Krysti Barksdale-Noble, Community Development Director; Mr. Rob Fredrickson, Finance Director; Mr. Tim Evans, Parks and Recreation Director; Chief James Jensen, Yorkville Police Department; Mr. Steve Raasch, Facilities Manager. 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 City Council - Public Hearing - March 22, 2022 3 (WHEREUPON, the following proceedings were had in public hearing portion of the meeting:) MAYOR PURCELL: I will open the Timber Ridge Estates Dormant SSA public hearing. Are there any members -- I 'll start with Zoom. Are there any members on Zoom that would like to comment on the Timber Ridge Estates Dormant SSA public hearing? (No response.) MAYOR PURCELL: Hearing none, are there any members here in the Council Chambers? (No response.) MAYOR PURCELL: Hearing none, I close the Timber Ridge Estates SSA public hearing. (Which were all the proceedings had in the public hearing portion of the meeting.) ---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 City Council - Public Hearing - March 22, 2022 4 STATE OF ILLINOIS ) ) SS. COUNTY OF LASALLE ) I, Christine M. Vitosh, a Certified Shorthand Reporter, do hereby certify that I transcribed the proceedings had at the pubic hearing and that the foregoing, Pages 1 through 4, inclusive, is a true, correct and complete computer-generated transcript of the proceedings had at the time and place aforesaid. I further certify that my certificate annexed hereto applies to the original transcript and copies thereof, signed and certified under my hand only. I assume no responsibility for the accuracy of any reproduced copies not made under my control or direction. As certification thereof, I have hereunto set my hand this 22nd day of March, A.D., 2022. Christine M. Vitosh, CSR Illinois CSR No. 084-002883 0 084-002883 [1] - 4:20 1 1 [1] - 4:6 2 2022 [2] - 1:18, 4:17 22 [1] - 1:18 22nd [1] - 4:17 4 4 [1] - 4:6 7 7:00 [1] - 1:19 8 800 [1] - 1:14 A A.D [1] - 4:17 accuracy [1] - 4:14 Administrator [1] - 2:12 aforesaid [1] - 4:9 Alderman [7] - 2:3, 2:4, 2:6, 2:7, 2:8, 2:9, 2:10 ALSO [1] - 2:11 annexed [1] - 4:10 applies [1] - 4:11 Arden [1] - 2:5 assume [1] - 4:13 Attorney [1] - 2:14 B Barksdale [1] - 2:17 Barksdale-Noble [1] - 2:17 Bart [1] - 2:12 Behland [1] - 2:13 Brad [1] - 2:15 C certificate [1] - 4:10 certification [1] - 4:16 Certified [1] - 4:3 certified [1] - 4:12 certify [2] - 4:4, 4:10 Chambers [1] - 3:13 Chief [1] - 2:22 Chris [1] - 2:7 Christine [2] - 4:3, 4:20 CITY [2] - 1:6, 1:9 City [4] - 2:12, 2:13, 2:14, 2:15 Clerk [1] - 2:13 close [1] - 3:15 comment [1] - 3:9 Community [1] - 2:17 complete [1] - 4:7 computer [1] - 4:7 computer-generated [1] - 4:7 control [1] - 4:15 copies [2] - 4:12, 4:14 correct [1] - 4:7 COUNCIL [1] - 1:9 Council [1] - 3:13 COUNTY [2] - 1:7, 4:2 Craig [1] - 2:6 CSR [2] - 4:20, 4:20 D Dan [1] - 2:4 Department [1] - 2:23 Development [1] - 2:18 Dhuse [1] - 2:16 direction [1] - 4:15 Director [4] - 2:16, 2:18, 2:19, 2:21 Dormant [2] - 3:6, 3:9 E Engineer [1] - 2:15 Eric [1] - 2:16 Estates [3] - 3:6, 3:9, 3:16 Evans [1] - 2:20 F Facilities [1] - 2:24 Farm [1] - 1:14 Field [1] - 2:14 Field-Orr [1] - 2:14 Finance [1] - 2:19 following [1] - 3:1 foregoing [1] - 4:6 Fredrickson [1] - 2:19 Funkhouser [1] - 2:7 G Game [1] - 1:14 generated [1] - 4:7 H hand [2] - 4:13, 4:17 HEARING [1] - 1:10 hearing [7] - 3:3, 3:6, 3:10, 3:15, 3:16, 3:19, 4:5 Hearing [1] - 3:12 hereby [1] - 4:4 hereto [1] - 4:11 hereunto [1] - 4:16 I ILLINOIS [2] - 1:7, 4:1 Illinois [2] - 1:15, 4:20 inclusive [1] - 4:6 J James [1] - 2:22 Jason [1] - 2:10 Jensen [1] - 2:22 Joe [1] - 2:5 John [1] - 2:2 Jori [1] - 2:13 K Kathleen [1] - 2:14 Ken [1] - 2:3 KENDALL [1] - 1:7 Koch [1] - 2:3 Krysti [1] - 2:17 L LASALLE [1] - 4:2 M Manager [1] - 2:24 March [2] - 1:18, 4:17 Marek [1] - 2:8 Matt [1] - 2:8 MAYOR [3] - 3:5, 3:12, 3:15 Mayor [2] - 2:2, 2:5 meeting [2] - 3:4, 3:20 MEETING [1] - 1:9 members [3] - 3:7, 3:8, 3:13 N Noble [1] - 2:17 none [2] - 3:12, 3:15 O OF [3] - 1:6, 4:1, 4:2 Olson [1] - 2:12 open [1] - 3:5 original [1] - 4:11 Orr [1] - 2:14 P p.m [1] - 1:19 Pages [1] - 4:6 Parks [1] - 2:20 person [2] - 2:1, 2:11 Peterson [1] - 2:10 place [1] - 4:9 Plocher [1] - 2:5 Police [1] - 2:22 portion [2] - 3:3, 3:19 PRESENT [2] - 2:1, 2:11 Pro [1] - 2:5 Pro-Tem [1] - 2:5 proceedings [4] - 3:2, 3:18, 4:5, 4:8 pubic [1] - 4:5 Public [1] - 2:16 PUBLIC [1] - 1:10 public [5] - 3:3, 3:6, 3:10, 3:16, 3:19 Purcell [1] - 2:2 PURCELL [3] - 3:5, 3:12, 3:15 R Raasch [1] - 2:24 Recreation [1] - 2:20 Reporter [1] - 4:4 reproduced [1] - 4:14 response [2] - 3:11, 3:14 Vitosh Reporting Service 815.993.2832 cms.vitosh@gmail.com City Council - Public Hearing - March 22, 2022 1 responsibility [1] - 4:13 Ridge [3] - 3:6, 3:9, 3:16 Road [1] - 1:14 Rob [1] - 2:19 S Sanderson [1] - 2:15 Seaver [1] - 2:9 set [1] - 4:16 Shorthand [1] - 4:3 signed [1] - 4:12 Soling [1] - 2:6 SS [1] - 4:1 SSA [3] - 3:6, 3:9, 3:16 start [1] - 3:7 STATE [1] - 4:1 Steve [1] - 2:24 T Tarulis [1] - 2:9 Tem [1] - 2:5 thereof [2] - 4:12, 4:16 Tim [1] - 2:20 Timber [3] - 3:5, 3:9, 3:16 transcribed [1] - 4:4 transcript [2] - 4:8, 4:11 Transier [1] - 2:4 true [1] - 4:7 Tuesday [1] - 1:18 U under [2] - 4:12, 4:14 UNITED [1] - 1:6 V via [2] - 2:1, 2:11 Vitosh [2] - 4:3, 4:20 W WHEREUPON [1] - 3:1 Works [1] - 2:16 Y YORKVILLE [1] - 1:6 Yorkville [2] - 1:15, Vitosh Reporting Service 815.993.2832 cms.vitosh@gmail.com City Council - Public Hearing - March 22, 2022 2 2:22 Z Zoom [4] - 2:1, 2:11, 3:7, 3:8 IIV 1ii \{/• \/• • \/•ii \/ 1 /•ii \/ 7 \/•1...rr1/•r11 i iirr11•.I.• 11••.• \`,,.i12Ii.,...l121i.:.:aalIO • 10/ 11IO :.:.1121i.:.:1211V.A110P1 :121i. 1 10 A1 21iV.,.. Z0pr ..;,..r,.,: fl 340011.,,. yellUNITEDCITYOFYORKVILLEo. llll l, 111 OAA11,c•-•" WHEREAS, libraries provide access to information and also serve as l) fl l'1 f ; community centers; and 1;11'11.•—H, 4:; WHEREAS, the Friends of the Yorkville Public Library is a support ill l0o group for the library; and 1 1111' Fig'. 0)1111iWHEREAS, the Friends of the Yorkville Public Library strive to 1 :y 1'111 11111 Li e focus attention on library services and needs and also help to 01j111:::% i. t,,• strengthen and expand library services; and s : ;; 0llll0 i'.`* 4'1'1) ti i1111ORQ11 WHEREAS the Friends of the Yorkville Public Library participates 1 in fundraising for library projects, programs, and the purchase of yy'111111N,Ip i special equipment; and1 11likOM:A 1 iiiIP 4 1 I/O m WHEREAS, the Friends of the Yorkville Public Libra will be 1. 11: ir•11 1' L holding a Mini Golf FUN Raiser on Sunday April 3, 2022 from 11:00 P;.•illlfAi a.m. to 4:00 p.m. in the Yorkville Public Library. A,i111111I NOW THEREFORE, I, John Purcell, Mayor of the United City of 4, 11 eAll F 111Woe*: ` Yorkville,do hereby proclaim Sunday, April 3, 2022 as the 1 11 IfriOtiV Yorkville Library Mini Golf FUN Raiser Day" in the United City of l4l 106V ..; Yorkville and encourage all residents to support the Yorkville Public 41111 11 1:;q Library by participating in this FUN raiser day. e1111 r=•. a '': 011 'I Il'1 Vh; 0 11101111, _ Dated this 22"a day of March, 2022, A.D. y,11111ell0'144 Oft 4•, iitp-ta John Purce r 041 I111 _ .11 11 lll±lsffe 111151A,1AA1 1'' 11 1L 1L IL 1L It 1l 1L 1LIi ,% I• /11\t I 1\' /11\' /I 1\' `/11\ ...'//1\t' `/I 1\:::/I 1\ /11\ • .,r ,.. ii,• 1 n.a. 1• r nnn..-„-n n n. 1 14....a 1 1-.• a A 1 1 A.A 1 17.•WM,t1 1 ARom 1 11.Wm.t1 11.gym.%ekeWin. 1• 4 i".IM;r Iv, NV4:%: o...•N_Zug_t.-.t._ _i.=.._ _o.t._ _i t.._I.._ .-.-.__ 24.,_.-..__ _i. ::% A5,gt\t. u.. ii ti:: ii__ii-.i ii ii —ice ii- -5- ,. :mrw j Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Consent Agenda #2 Tracking Number Bills for Payment City Council – April 26, 2022 Majority Approval Amy Simmons Finance Name Department 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 04/19/22TIME: 08:28:54UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/26/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------536382 AACVB AURORA AREA CONVENTION01/22-HOLIDAY 04/01/22 01 JAN 2022 HOLIDAY INN HOTEL TAX 01-640-54-00-5481 3,447.62INVOICE TOTAL: 3,447.62 *02/22-HOLIDAY 04/01/22 01 FEB 2022 HOLIDAY INN HOTEL TAX 01-640-54-00-5481 3,839.12INVOICE TOTAL:3,839.12 *CHECK TOTAL:7,286.74D002473 ANTPLACE ANTHONY PLACE YORKVILLE LPMAY 2022 04/10/22 01 CITY OF YORKVILLE HOUSING 01-000-14-00-1400 835.0002 ASSISTANCE PROGRAM RENT ** COMMENT **03 REIMBURSEMENT FOR MAY 2022 ** COMMENT **INVOICE TOTAL: 835.00 *DIRECT DEPOSIT TOTAL: 835.00536383 BFCONSTR B&F CONSTRUCTION CODE SERVICES1578104/08/22 01 FEB 2022 INSPECTIONS01-220-54-00-54597,440.00INVOICE TOTAL:7,440.00 *CHECK TOTAL:7,440.00536384 BNSFBNSF RAILWAY COMPANY9023510503/29/22 01 REPLACE CONSTANT WARNING, 23-230-60-00-60129.3502 FLASHERS AND GATES AT MILL RD ** COMMENT **03 CROSSING** COMMENT **INVOICE TOTAL:9.35 *CHECK TOTAL:9.35536385 CALLONE PEERLESS NETWORK, iNCPage 1 of 26 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 04/19/22TIME: 08:28:54UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/26/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------536385 CALLONE PEERLESS NETWORK, iNC513592 04/15/22 01 04/15-05/14 ADMIN LINES 01-110-54-00-5440 1,258.6502 04/15-05/14 POLICE LINES 01-210-54-00-5440 465.6003 04/15-05/14 CITY HALL FIRE 01-210-54-00-5440 1,015.7704 04/15-05/14 CITY HALL FIRE 01-110-54-00-5440 1,015.7705 04/15-05/14 PW LINES 51-510-54-00-5440 3,161.6206 04/15-05/14 SEWER LINES52-520-54-00-5440442.7807 04/15-05/14 TRAFFIC SIGNAL 01-410-54-00-543566.7108 MAINTENANCE** COMMENT **09 04/15-05/14 RECREATION LINES 79-795-54-00-5440469.95INVOICE TOTAL:7,896.85 *CHECK TOTAL:7,896.85536386 COMED COMMONWEALTH EDISON0091033126-032203/31/22 01 03/02-03/31 RT34 & AUTMN CRK 23-230-54-00-5482203.89INVOICE TOTAL:203.89 *0435057364-032203/28/22 01 02/25-03/28 RT126 & SCHLHSE 23-230-54-00-5482117.07INVOICE TOTAL:117.07 *CHECK TOTAL:320.96536387 COMED COMMONWEALTH EDISON1161132039-040522 04/05/22 01 MUNICIPAL AGGREGATION REPORT 01-000-24-00-244064.0002 FEE** COMMENT **INVOICE TOTAL:64.00 *CHECK TOTAL:64.00536388 COMED COMMONWEALTH EDISON1647065335-032204/01/22 01 03/02-03/31 SARAVANOS PUMP 52-520-54-00-5440251.97INVOICE TOTAL:251.97 *Page 2 of 26 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 04/19/22TIME: 08:28:54UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/26/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------536388 COMED COMMONWEALTH EDISON2947052031-0322 03/30/22 01 03/01-03/30 RT47 & RIVER 23-230-54-00-5482 306.61INVOICE TOTAL: 306.61 *6819027011-0322 04/05/22 01 02/28-03/30 MIS PR BUILDINGS 79-795-54-00-5480 284.19INVOICE TOTAL:284.19 *7110074020-032203/29/22 01 02/28-03/29 104 E VAN EMMON 01-110-54-00-5480271.76INVOICE TOTAL:271.76 *7982120022-032204/01/22 01 03/01-03/30 609 N BRIDGE01-110-54-00-548033.88INVOICE TOTAL:33.88 *CHECK TOTAL:1,148.41536389 COREMAIN CORE & MAIN LPQ54940903/22/22 01 METERS, WIRE, SCREWS51-510-56-00-56643,156.61INVOICE TOTAL:3,156.61 *CHECK TOTAL:3,156.61536390 DIRENRGY DIRECT ENERGY BUSINESS1704705-220900048654 03/31/22 01 02/28-03/28 KENNEDY & MCHUGH 23-230-54-00-548217.61INVOICE TOTAL:17.61 *1704706-220970048714 04/07/22 01 03/03-03/31 RT34 & BEECHER 23-230-54-00-548274.31INVOICE TOTAL:74.31 *1704707-220810048571 03/22/22 01 02/17-03/18 RT47 & KENNEDY 23-230-54-00-54821,171.03INVOICE TOTAL:1,171.03 *1704708-220940048683 04/04/22 01 03/01-03/29 1850 MARKETVIEW 23-230-54-00-548271.55INVOICE TOTAL:71.55 *Page 3 of 26 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 04/19/22TIME: 08:28:54UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/26/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------536390 DIRENRGY DIRECT ENERGY BUSINESS1704709-220940048683 04/04/22 01 03/01-03/29 7 COUNTRYSIDE PKWY 23-230-54-00-5482 119.65INVOICE TOTAL: 119.65 *1704710-220900048654 03/31/22 01 02/28-03/28 VAN EMMON LOT 23-230-54-00-5482 16.99INVOICE TOTAL:16.99 *1704712-220870048623 03/28/22 01 02/22-03/23 421 POPAR23-230-54-00-54824,637.88INVOICE TOTAL:4,637.88 *1704713-220840048605 03/25/22 01 02/21-03/22 FOX & PAVILLION 23-230-54-00-548213.06INVOICE TOTAL:13.06 *1704714-220940048683 04/04/22 01 03/01-03/29 MCHUGH RD23-230-54-00-548272.36INVOICE TOTAL:72.36 *1704715-220870048623 03/28/22 01 02/22-03/23 998 WHITE PLAINS 23-230-54-00-54828.33INVOICE TOTAL:8.33 *1704716-220940048683 04/04/22 01 03/01-03/30 1 COUNTRYSIDE PKWY 23-230-54-00-5482147.21INVOICE TOTAL:147.21 *1704719-220880048633 03/29/22 01 02/24-03/25 SUNSET & LEASURE 23-230-54-00-5482339.29INVOICE TOTAL:339.29 *1704721-220940048683 04/04/22 01 03/01-03/29 610 TOWER WELLS 51-510-54-00-54805,397.72INVOICE TOTAL:5,397.72 *1704722-220950048692 04/05/22 01 03/03-03/30 2921 BRISTOL RDGE 51-510-54-00-54805,859.97INVOICE TOTAL:5,859.97 *1704724-220810048571 03/22/22 01 02/17-03/17 3299 LEHMAN CR 51-510-54-00-54808,029.65INVOICE TOTAL:8,029.65 *704723-2209600487042 04/06/22 01 02/28-03/31 2224 TREMONT51-510-54-00-54807,722.84INVOICE TOTAL:7,722.84 *CHECK TOTAL:33,699.45Page 4 of 26 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 04/19/22TIME: 08:28:54UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/26/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------536391 DUTEK THOMAS & JULIE FLETCHER1016615 03/28/22 01 HOSE ASSEMBLY 01-410-56-00-5628 53.50INVOICE TOTAL: 53.50 *CHECK TOTAL: 53.50536392 DYNEGY DYNEGY ENERGY SERVICES38664352203103/31/22 01 01/31-02/28 420 FAIRHAVEB 52-520-54-00-5480119.8502 02/01-03/01 6780 RT4751-510-54-00-5480120.2103 02/28-03/28 456 KENNEDY51-510-54-00-5480113.4304 02/14-03/14 4600 N BRIDGE 51-510-54-00-548074.4305 02/25-03/27 1106 PRAIRIE CR 52-520-54-00-5480111.9306 02/28-03/28 301 E HYDRAULIC 79-795-54-00-548047.8507 02/02-03/02 FOXHILL 7 LIFT 52-520-54-00-548078.4208 02/25-03/27 872 PRAIRIE CR 79-795-54-00-548054.5809 02/14-03/14 9257 GALENA PARK 79-795-54-00-548049.3610 01/31-02/28 101 BRUELL ST 52-520-54-00-5480479.4611 02/25-03/27 1908 RAINTREE RD 51-510-54-00-5480517.0212 02/28-03/28 PRESTWICK LIFT 52-520-54-00-5480130.0113 02/28-03/28 1991 CANNONBALL TR 51-510-54-00-5480284.3214 01/31-02/28 610 TOWER51-510-54-00-5480231.9515 02/28-03/28 276 WINDHAM LIFT 52-520-54-00-5480137.7916 02/28-03/28 133 E HYDRAULIC 79-795-54-00-5480104.3417 01/31-02/28 1975 PRIDGE LIFT 52-520-54-00-5480529.06INVOICE TOTAL:3,184.01 *CHECK TOTAL:3,184.01536393 EATONCOR EATON CORPORATION5911924803/22/22 01 WELL REPAIR PARTS51-510-54-00-54452,320.00INVOICE TOTAL:2,320.00 *CHECK TOTAL:2,320.00Page 5 of 26 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 04/19/22TIME: 08:28:54UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/26/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------536394 EEI ENGINEERING ENTERPRISES, INC.73806 03/31/22 01 UTILITY PERMIT REVIEWS 01-640-54-00-5465 1,196.25INVOICE TOTAL: 1,196.25 *73807 03/31/22 01 GRANDE RESERVE-AVANTI 90-163-00-00-0111 683.75INVOICE TOTAL:683.75 *7380803/31/22 01 PRESTWICK01-640-54-00-5465189.00INVOICE TOTAL:189.00 *7380903/31/22 01 HEARTLAND MEADOWS90-064-00-00-0111331.75INVOICE TOTAL:331.75 *7381003/31/22 01 STORM WATER BASIN INSPECTIONS 01-640-54-00-5465110.25INVOICE TOTAL:110.25 *7381103/31/22 01 WHISPERING MEADOWS-TRG01-640-54-00-5465606.00INVOICE TOTAL:606.00 *7381203/31/22 01 GRANDE RESERVE UNIT 23-ENG 01-640-54-00-5465100.0002 INSPECTIONS** COMMENT **INVOICE TOTAL:100.00 *7381303/31/22 01 GRANDE RESERVE UNIT 8-ENG 01-640-54-00-5465500.0002 INSPECTIONS** COMMENT **INVOICE TOTAL:500.00 *7381403/31/22 01 HEARTLAND MEADOWS-ENG01-640-54-00-5465100.0002 INSPECTIONS** COMMENT **INVOICE TOTAL:100.00 *7381503/31/22 01 PRESTWICK-ENG INSPECTIONS 01-640-54-00-5465500.00INVOICE TOTAL:500.00 *7381603/31/22 01 GRANDE RESERVE UNITS 26 & 27 90-147-00-00-0111972.50INVOICE TOTAL:972.50 *Page 6 of 26 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 04/19/22TIME: 08:28:54UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/26/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------536394 EEI ENGINEERING ENTERPRISES, INC.73817 03/31/22 01 HEARTLAND CIRCLE UNIT 3-ENG 01-640-54-00-5465 100.0002 INSPECTIONS ** COMMENT **INVOICE TOTAL: 100.00 *73818 03/31/22 01 RAINTREE VILLAGE UNIT 4-ENG 01-640-54-00-5465 200.0002 INSPECTIONS ** COMMENT **INVOICE TOTAL: 200.00 *73819 03/31/22 01 RAINTREE VILLAGE UNIT 5-ENG 01-640-54-00-5465 100.0002 INSPECTIONS ** COMMENT **INVOICE TOTAL:100.00 *7382003/31/22 01 2021 ROAD PROGRAM23-230-60-00-602573.50INVOICE TOTAL:73.50 *7382103/31/22 01 PRAIRIE POINTE IMPROVEMENTS 24-216-60-00-6030 PRAIRIE PT1,198.80INVOICE TOTAL:1,198.80 *7382203/31/22 01 GRANDE RESERVE UNITS 15 & 22 01-640-54-00-546561.50INVOICE TOTAL:61.50 *7382303/31/22 01 FOX HILL ROADWAY IMPROVEMENTS 23-230-54-00-54652,121.50INVOICE TOTAL:2,121.50 *CHECK TOTAL:9,144.80536395 EEIENGINEERING ENTERPRISES, INC.7382403/31/22 01 BRISTOL RIDGE ROAD RESURFACING 23-230-60-00-603241,578.24INVOICE TOTAL:41,578.24 *CHECK TOTAL:41,578.24536396 EEIENGINEERING ENTERPRISES, INC.Page 7 of 26 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 04/19/22TIME: 08:28:54UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/26/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------536396 EEI ENGINEERING ENTERPRISES, INC.73825 03/31/22 01 KENNEDY AND MILL ROAD 23-230-60-00-6088 1,541.4902 INTERSECTION IMPROVEMENTS ** COMMENT **INVOICE TOTAL: 1,541.49 *73826 03/31/22 01 MUNICIPAL ENGINEERING SERVICES 01-640-54-00-5465 1,900.00INVOICE TOTAL: 1,900.00 *73827 03/31/22 01 YBSD SOLIDS HANDLING 01-640-54-00-5465 524.5002 IMPROVEMENTS** COMMENT **INVOICE TOTAL:524.50 *7382803/31/22 01 WATER TREATMENT PLANT #451-510-60-00-60811,305.2002 CATION EXCHANGE MEDIA** COMMENT **03 REPLACEMENT** COMMENT **INVOICE TOTAL:1,305.20 *7382903/31/22 01 GRANDE RESERVE UNITS 13 & 14 01-640-54-00-54651,348.50INVOICE TOTAL:1,348.50 *7383003/31/22 01 GRANDE RESERVE UNIT 901-640-54-00-54651,005.00INVOICE TOTAL:1,005.00 *7383103/31/22 01 BRIGHT FARMS90-174-00-00-01112,529.00INVOICE TOTAL:2,529.00 *7383203/31/22 01 GRANDE RESERVE UNIT 4-ENG 01-640-54-00-5465200.0002 INSPECTIONS** COMMENT **INVOICE TOTAL:200.00 *7383303/31/22 01 WELL #4 REHABILITATION51-510-60-00-606010,292.60INVOICE TOTAL:10,292.60 *CHECK TOTAL:20,646.29536397 EEIENGINEERING ENTERPRISES, INC.Page 8 of 26 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 04/19/22TIME: 08:28:54UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/26/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------536397 EEI ENGINEERING ENTERPRISES, INC.73834 03/31/22 01 E. MAIN STREET IMPROVEMENTS 51-510-60-00-6025 18,242.85INVOICE TOTAL: 18,242.85 *CHECK TOTAL: 18,242.85536398 EEI ENGINEERING ENTERPRISES, INC.73835 03/31/22 01 GRANDE RESERVE UNIT 26-ENG 01-640-54-00-5465 200.0002 INSPECTIONS ** COMMENT **INVOICE TOTAL:200.00 *7383603/31/22 01 KENDALLWOOD ESTATES90-174-00-00-01112,407.00INVOICE TOTAL:2,407.00 *7383703/31/22 01 GRANDE RESERVE UNIT 20-ENG 01-640-54-00-5465200.0002 INSPECTIONS** COMMENT **INVOICE TOTAL:200.00 *7383803/31/22 01 CHIPOLTE-444 E VETERANS PKWY 90-177-00-00-01112,009.00INVOICE TOTAL:2,009.00 *7383903/31/22 01 FY 2023 BUDGET01-640-54-00-54653,789.50INVOICE TOTAL:3,789.50 *7384003/31/22 01 2022 ROAD PROGRAM23-230-60-00-60256,806.80INVOICE TOTAL:6,806.80 *7384103/31/22 01 LAKE MICHIGAN ALLOCATION51-510-54-00-54655,992.5002 PERMIT APPLICATION** COMMENT **INVOICE TOTAL:5,992.50 *7384203/31/22 01 1735 MARKETVIEW-BELLE TIRE 90-175-00-00-0111924.50INVOICE TOTAL:924.50 *CHECK TOTAL:22,329.30Page 9 of 26 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 04/19/22TIME: 08:28:54UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/26/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------536399 EEI ENGINEERING ENTERPRISES, INC.73843 03/31/22 01 CORNEILS RD INTERCEPTOR SEWER 52-520-60-00-6092 20,990.90INVOICE TOTAL: 20,990.90 *CHECK TOTAL: 20,990.90536400 EEI ENGINEERING ENTERPRISES, INC.73844 03/31/22 01 5 YEAR CAPITAL IMPROVEMENT 51-510-54-00-5465 4,607.5002 PLAN-LAKE MICHIGAN CONNECTION ** COMMENT **INVOICE TOTAL:4,607.50 *7384503/31/22 01 CITY OF YORKVILLE-GENERAL 01-640-54-00-54652,015.25INVOICE TOTAL:2,015.25 *7384603/31/22 01 GRANDE RESERVE UNIT 15-ENG 01-640-54-00-5465300.0002 INSPECTIONS** COMMENT **INVOICE TOTAL:300.00 *7384703/31/22 01 RAILNTREE VILLAGE UNIT 6-ENG 01-640-54-00-5465600.0002 INSPECTIONS** COMMENT **INVOICE TOTAL:600.00 *7384803/31/22 01 BRISTOL BAY ELEMENTARY01-640-54-00-54651,407.7502 TRAFFIC ANALYSIS** COMMENT **INVOICE TOTAL:1,407.75 *CHECK TOTAL:8,930.50536401 FARMFLEE BLAIN'S FARM & FLEET3751-B.BEHRENS04/02/22 01 JEANS, SHORTS, TSHIRTS01-410-56-00-5600120.57INVOICE TOTAL:120.57 *CHECK TOTAL:120.57Page 10 of 26 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 04/19/22TIME: 08:28:54UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/26/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------536402 FIRST FIRST PLACE RENTAL328162 03/30/22 01 MARKING PAINT 51-510-56-00-5665 234.72INVOICE TOTAL: 234.72 *CHECK TOTAL: 234.72536403 FIRSTNON FIRST NONPROFIT UNEMPLOYEMENT122719N-040122 04/01/22 01 2022 UNEMPLOY INS INSTL#2 01-000-14-00-1400 3,785.6502 2022 UNEMPLOY INS INSTL#2-P 01-000-14-00-1400 959.3303 2022 UNEMPLOY INS INSTL#2-L 01-000-14-00-1400295.1804 2022 UNEMPLOY INS INSTL#2-L 51-000-14-00-1400467.1205 2022 UNEMPLOY INS INSTL#2-L 52-000-14-00-1400245.72INVOICE TOTAL:5,753.00 *CHECK TOTAL:5,753.00536404 FOXRIDGE FOX RIDGE STONE576803/31/22 01 CONCRETE/ASPHALT DELIVERY 51-510-54-00-5462270.00INVOICE TOTAL:270.00 *CHECK TOTAL:270.00536405 FRNKMRSH FRANK MARSHALL9117404/07/22 01 ENGINEER'S PAYMENT ESTIMATE 51-510-60-00-606074,993.4002 #3 BEAVER STREET PUMP STATION ** COMMENT **03 IMPROVEMENTS** COMMENT **INVOICE TOTAL:74,993.40 *CHECK TOTAL:74,993.40536406 FRNKMRSH FRANK MARSHALL9117504/04/22 01 ELECTRICAL WORK AT BEECHER 24-216-54-00-5446262.00Page 11 of 26 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 04/19/22TIME: 08:28:54UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/26/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------536406 FRNKMRSH FRANK MARSHALL91175 04/04/22 02 CONCESSION STAND ** COMMENT **INVOICE TOTAL: 262.00 *CHECK TOTAL: 262.00536407 GARDKOCH GARDINER KOCH & WEISBERGH-2364C-8405 04/10/22 01 KIMBALL HILL I MATTERS 01-640-54-00-5461 858.00INVOICE TOTAL: 858.00 *H-3586C-8406 04/10/22 01 NICHOLSON MATTERS 01-640-54-00-5461 267.00INVOICE TOTAL: 267.00 *CHECK TOTAL: 1,125.00536408 GOVIT GOVERNMENT IT CONSORTIUM2022-006 03/31/22 01 IMPERVIA URL WEBSITE SECURITY 01-640-54-00-5450 10,139.0002 AND NETWORK MONITORING ** COMMENT **INVOICE TOTAL: 10,139.00 *CHECK TOTAL: 10,139.00536409 GSLSPORT BIG DAWG ATHLETICS LLC2-033122 03/31/22 01 ADULT SOFTBALL SANCTION FEE 79-000-14-00-1400 240.00INVOICE TOTAL: 240.00 *CHECK TOTAL: 240.00536410 HARRIS HARRIS COMPUTER SYSTEMSMSIXT0000255 04/01/22 01 MAR 2022 MYGOVHUB FEES 01-120-54-00-5462 263.1502 MAR 2022 MYGOVHUB FEES 51-510-54-00-5462 397.13Page 12 of 26 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 04/19/22TIME: 08:28:54UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/26/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------536410 HARRIS HARRIS COMPUTER SYSTEMSMSIXT0000255 04/01/22 03 MAR 2022 MYGOVHUB FEES 52-520-54-00-5462 114.61INVOICE TOTAL: 774.89 *CHECK TOTAL: 774.89536411 HOUSEAL HOUSEAL LAVIGNE ASSOCIATES5516 03/30/22 01 FEB 2022 CONSULTING SERVICES 01-220-54-00-5462 6,647.50INVOICE TOTAL: 6,647.50 *CHECK TOTAL: 6,647.50536412 IDABWM ILLINOIS DEPT. OF AGRICULTURE040722 04/07/22 01 PEST CONTROL LICENSE-HOULE 79-790-54-00-5412 60.0002 PEST CONTROL 79-790-54-00-5412 60.0003 LICENSE-KLEEFISCH ** COMMENT **04 PEST CONTROL LICENSE-SCOTT 79-790-54-00-5412 60.0005 PEST CONTROL 79-790-54-00-5412 60.0006 LICENSE-R.HERNANDEZ ** COMMENT **07 PEST CONTROL LICENSE-HORNER 79-790-54-00-5412 60.0008 PEST CONTROL LICENSE-WOLF 79-790-54-00-5412 60.0009 PEST CONTROL 79-790-54-00-5412 60.0010 LICENSE-E.HERNANDEZ ** COMMENT **11 PEST CONTROL LICENSE-CLEVER 79-790-54-00-5412 60.0012 PEST CONTROL LICENSE-SMITH 79-790-54-00-5412 60.00INVOICE TOTAL: 540.00 *CHECK TOTAL: 540.00536413 ILTRUCK ILLINOIS TRUCK MAINTENANCE, IN029510 03/24/22 01 REPLACED DIFFERENTIAL, COOLER 01-410-54-00-5490 6,396.9902 LINES & SERVICES TRANS ** COMMENT **INVOICE TOTAL: 6,396.99 *CHECK TOTAL: 6,396.99Page 13 of 26 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 04/19/22TIME: 08:28:54UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/26/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------536414 IMPACT IMPACT NETWORKING, LLC2493214 03/31/22 01 MAR 2022 COPIER FEES 01-110-54-00-5430 122.5002 MAR 2022 COPIER FEES 01-120-54-00-5430 40.8403 MAR 2022 COPIER FEES 01-220-54-00-5430 132.6604 MAR 2022 COPIER FEES 01-210-54-00-5430 231.0005 MAR 2022 COPIER FEES 01-410-54-00-5462 10.9706 MAR 2022 COPIER FEES51-510-54-00-543010.9707 MAR 2022 COPIER FEES52-520-54-00-543010.9708 MAR 2022 COPIER FEES79-795-54-00-5462159.5509 MAR 2022 COPIER FEES79-790-54-00-5462159.54INVOICE TOTAL:879.00 *CHECK TOTAL:879.00536415 IMPERINV IMPERIAL INVESTMENTSFEB 2022-REBATE04/08/22 01 FEB 2022 BUSINESS DIST REBATE 01-000-24-00-24883,462.13INVOICE TOTAL:3,462.13 *CHECK TOTAL:3,462.13536416 KENDCROS KENDALL CROSSING, LLCBD REBATE 02/2204/08/22 01 FEB 2022 BUSINESS DIST REBATE 01-000-24-00-24874,551.77INVOICE TOTAL:4,551.77 *CHECK TOTAL:4,551.77536417 LAYNE LAYNE CHRISTENSEN COMPANY220214704/14/22 01 ENGINEER'S PAYMENT ESTIMATE 51-510-60-00-602234,965.0002 #1 WELL 4 REHABILITATION** COMMENT **INVOICE TOTAL:34,965.00 *CHECK TOTAL:34,965.00Page 14 of 26 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 04/19/22TIME: 08:28:54UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/26/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------536418 LITE LITE CONSTRUCTION040722 04/07/22 01 WORK COMPLETED ON YORKVILLE 24-216-60-00-6030 139,960.8002 CITY HALL & POLICE FACILITY ** COMMENT **INVOICE TOTAL: 139,960.80 *CHECK TOTAL: 139,960.80536419 MADBOMB MAD BOMBER FIREWORK PRODUCTION2022-MAYO 04/12/22 01 MARGARITAS EN MAYO FIREWORKS 79-000-14-00-1400 8,000.00INVOICE TOTAL:8,000.00 *CHECK TOTAL:8,000.00536420 MEADE MEADE ELECTRIC COMPANY, INC.70002903/31/22 01 CABLE LOCATE FOR HYDRO VAC 01-410-54-00-5435336.1102 EXCAVATING AT RT47 & 34** COMMENT **INVOICE TOTAL:336.11 *70003003/31/22 01 CABLE LOCATE FOR CONDUIT01-410-54-00-5435424.1602 INSTALL AT US34 & SYCAMORE** COMMENT **INVOICE TOTAL:424.16 *CHECK TOTAL:760.27536421 MENLAND MENARDS - YORKVILLE3821303/18/22 01 COIL, CALIPER79-790-56-00-563039.98INVOICE TOTAL:39.98 *3841803/21/22 01 PAINT SPOUT, PAINT01-410-56-00-562047.40INVOICE TOTAL:47.40 *3841903/21/22 01 BAR CLAMP01-410-56-00-563017.99INVOICE TOTAL:17.99 *Page 15 of 26 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 04/19/22TIME: 08:28:54UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/26/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------536421 MENLAND MENARDS - YORKVILLE38488 03/22/22 01 LOCKNUTS 01-410-56-00-5620 6.27INVOICE TOTAL: 6.27 *38562 03/23/22 01 PLIERS 01-410-56-00-5630 4.99INVOICE TOTAL:4.99 *3856603/23/22 01 SCREWS, WOOD GLUE52-520-56-00-562020.16INVOICE TOTAL:20.16 *3857703/23/22 01 LIGHTING TORCH PROP, UNIONS, 79-790-56-00-564089.9402 BALL VALVE, SOLDER KIT,** COMMENT **03 CLEANING RUSH, COPER PIPE** COMMENT **INVOICE TOTAL:89.94 *3858503/23/22 01 WIRE CONNECTORS01-410-56-00-56207.99INVOICE TOTAL:7.99 *3858803/23/22 01 UNION79-790-56-00-56407.79INVOICE TOTAL:7.79 *3863703/24/22 01 PVC PIPE, ELBOWS, PVC CEMENT, 24-216-56-00-565643.1002 PRIOMER, COUPLING, STRAPS** COMMENT **INVOICE TOTAL:43.10 *3864303/24/22 01 PAINT, ROLLER79-790-56-00-564020.95INVOICE TOTAL:20.95 *3864803/24/22 01 SPRAY PAINT, ELBOWS, BOLTS 79-790-56-00-564015.36INVOICE TOTAL:15.36 *3865403/24/22 01 COUPLING, ELBOWS, PVC PIPE 24-216-56-00-565628.00INVOICE TOTAL:28.00 *3866903/24/22 01 STRAW, BLEACH, TARP52-520-56-00-562019.13INVOICE TOTAL:19.13 *Page 16 of 26 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 04/19/22TIME: 08:28:54UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/26/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------536421 MENLAND MENARDS - YORKVILLE38724 03/25/22 01 CONCRETE MIX 79-790-56-00-5646 28.80INVOICE TOTAL: 28.80 *CHECK TOTAL: 397.85536422 MESIMPSO M.E. SIMPSON CO, INC3830902/28/22 01 573 BARBERRY LEAK LOCATION 51-510-54-00-5462695.00INVOICE TOTAL:695.00 *3831502/28/22 01 105 PARK LEAK LOCATION51-510-54-00-5462275.00INVOICE TOTAL:275.00 *CHECK TOTAL:970.00536423 MIDWSALT MIDWEST SALT022109304/07/22 01 BULK ROCK SALT51-510-56-00-56382,831.22INVOICE TOTAL:2,831.22 *P46312003/30/22 01 BULK ROCK SALT51-510-56-00-56382,935.80INVOICE TOTAL:2,935.80 *CHECK TOTAL:5,767.02536424 NICOR NICOR GAS00-41-22-8748 4-0322 04/01/22 01 03/03-04/01 1107 PRAIRIE01-110-54-00-548080.61INVOICE TOTAL:80.61 *12-43-53-5625 3-0322 04/04/22 01 03/04-04/04 609 N BRIDGE ST 01-110-54-00-5480129.93INVOICE TOTAL:129.93 *15-41-50-1000 6-0322 04/04/22 01 03/03-04/01 804 GAME FARM RD 01-110-54-00-5480504.53INVOICE TOTAL:504.53 *Page 17 of 26 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 04/19/22TIME: 08:28:54UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/26/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------536424 NICOR NICOR GAS15-64-61-3532 5-0322 04/01/22 01 03/03-04/01 1991 CANNONBALL 01-110-54-00-5480 53.39INVOICE TOTAL: 53.39 *20-52-56-2042 1-0322 03/30/22 01 02/28-03/30 420 FAIRHAVEN 01-110-54-00-5480 159.01INVOICE TOTAL:159.01 *23-45-91-4862 5-0322 04/06/22 01 03/04-04/05 101 BRUELL ST 01-110-54-00-5480168.68INVOICE TOTAL:168.68 *40-52-64-8356 1-0322 04/05/22 01 03/08-04/05 102 E VAN EMMON 01-110-54-00-5480498.33INVOICE TOTAL:498.33 *61-60-41-1000 9-0322 04/05/22 01 03/04-04/04 610 TOWER01-110-54-00-5480980.31INVOICE TOTAL:980.31 *83-80-00-1000 7-0322 04/05/22 01 03/04-04/04 610 TOWER UNIT B 01-110-54-00-5480354.95INVOICE TOTAL:354.95 *91-85-68-4012 8-0322 04/04/22 01 03/03-04/01 902 GAME FARM RD 82-820-54-00-54802,094.38INVOICE TOTAL:2,094.38 *95-16-10-1000 4-0322 04/06/22 01 03/04-04/04 1 RT4701-110-54-00-548049.01INVOICE TOTAL:49.01 *CHECK TOTAL:5,073.13536425 OMALLEY O'MALLEY WELDING & FABRICATING2023302/18/22 01 TRAILER SHEARING PLATE REPAIR 01-410-54-00-5490880.00INVOICE TOTAL:880.00 *CHECK TOTAL:880.00536426 PEPSI PEPSI-COLA GENERAL BOTTLEPage 18 of 26 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 04/19/22TIME: 08:28:54UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/26/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------536426 PEPSI PEPSI-COLA GENERAL BOTTLE1-9PX28G9 04/12/22 01 BEECHER CONCESSION DRINKS 79-795-56-00-5607 977.63INVOICE TOTAL: 977.63 *1-9PX3U50 04/12/22 01 BRIDGE CONCESSION DRINKS 79-795-56-00-5607 951.74INVOICE TOTAL:951.74 *CHECK TOTAL:1,929.37536427 PETITEPA THE PETITE PALETTE03292203/29/22 01 SPRING BREAK ART CAMP79-795-54-00-5462520.00INVOICE TOTAL:520.00 *CHECK TOTAL:520.00536428 PITSTOP PIT STOPPS44493504/07/22 01 03/31-04/07 TOWN SQUARE PARK 79-795-56-00-562052.0002 PORTOLET UPKEEP** COMMENT **INVOICE TOTAL:52.00 *PS44493604/07/22 01 03/31-04/07 RIVERFRONT PARK 79-795-56-00-5620182.0002 PORTOLET UPKEEP** COMMENT **INVOICE TOTAL:182.00 *PS44493704/07/22 01 04/01-04/07 VAN EMMON PARK 79-795-56-00-562020.0002 PORTOLET UPKEEP** COMMENT **INVOICE TOTAL:20.00 *PS44493804/07/22 01 04/01-04/07 BEECHER PARK79-795-56-00-562065.5002 PORTOLET UPKEEP** COMMENT **INVOICE TOTAL:65.50 *PS44493904/07/22 01 03/29-04/07 STEVEN BRIDGE 79-795-56-00-562028.57Page 19 of 26 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 04/19/22TIME: 08:28:54UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/26/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------536428 PITSTOP PIT STOPPS444939 04/07/22 02 PARK PORTOLET UPKEEP ** COMMENT **INVOICE TOTAL: 28.57 *PS444941 04/07/22 01 03/25-04/07 SOCCER EQUIPMENT 79-795-56-00-5620 234.5002 SHED PORTOLET UPKEEP** COMMENT **INVOICE TOTAL:234.50 *PS44494204/07/22 01 04/01-04/07 STEPPING STONES 79-795-56-00-562020.0002 PARK PORTOLET UPKEEP** COMMENT **INVOICE TOTAL:20.00 *PS44494304/08/22 01 04/07 HIDING SPOT PARK79-795-56-00-56202.8602 PORTOLET UPKEEP** COMMENT **INVOICE TOTAL:2.86 *CHECK TOTAL:605.43536429 PRINTSRC LAMBERT PRINT SOURCE, LLC262103/25/22 01 SOCCER FIELD NUMBERS79-795-56-00-560667.50INVOICE TOTAL:67.50 *CHECK TOTAL:67.50536430 PROSPAN PROSPAN MANUFACTURING CO. INC2022-01001402/28/22 01 TRENCH SHIELD51-510-56-00-562090.50INVOICE TOTAL:90.50 *CHECK TOTAL:90.50536431 R0001740 MEGAN FANTHORPEMLBX RPLCMNT04/14/22 01 MAILBOX REPLACEMENT01-410-56-00-5640177.20Page 20 of 26 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 04/19/22TIME: 08:28:54UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/26/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------536431 R0001740 MEGAN FANTHORPEMLBX RPLCMNT 04/14/22 02 REIMBURSEMENT ** COMMENT **INVOICE TOTAL: 177.20 *CHECK TOTAL: 177.20536432 R0002508 DONNA PHEIFER010322-MLBX 01/03/22 01 DAMAGED MAILBOX REPLACEMENT 01-410-56-00-5620 66.6402 REIMBURSEMENT ** COMMENT **INVOICE TOTAL:66.64 *CHECK TOTAL:66.64536433 R0002509 SPECIAL OLYMPICS ILLINOIS2022 POLAR PLUNGE 04/19/22 01 2022 POLAR PLUNGE PROCEEDS 01-000-24-00-2421990.00INVOICE TOTAL:990.00 *CHECK TOTAL:990.00536434 REILTEAM REIL INC.16563303/23/21 01 PRICE PARK EQUIPMENT AND25-225-60-00-601037,613.7102 PLAYGROUND REFRESH** COMMENT **INVOICE TOTAL:37,613.71 *16580504/18/22 01 FOX HILL PARK REFRESH25-225-60-00-601038,078.19INVOICE TOTAL:38,078.19 *CHECK TOTAL:75,691.90536435 SINANEST OSCAR M. DIAZ2022-MAYO04/11/22 01 2022 MARGARITAS EN MAYO BAND 79-000-14-00-14002,250.00INVOICE TOTAL:2,250.00 *CHECK TOTAL:2,250.00Page 21 of 26 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 04/19/22TIME: 08:28:54UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/26/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------536436 SPRTFLD SPORTSFIELDS, INC.2022133 04/04/22 01 BULK DURAPLAY 79-790-56-00-5646 6,548.20INVOICE TOTAL: 6,548.20 *CHECK TOTAL: 6,548.20536437 STEVENS STEVEN'S SILKSCREENING19812 03/30/22 01 STAFF SWEATSHIRT 79-790-56-00-5600 45.00INVOICE TOTAL: 45.00 *CHECK TOTAL: 45.00536438 SUBURLAB SUBURBAN LABORATORIES INC.20142603/31/22 01 COLIFORM SAMPLES51-510-54-00-5429513.60INVOICE TOTAL:513.60 *CHECK TOTAL:513.60536439 SUPERIOR SUPERIOR ASPHALT MATERIALS LLC2022013703/29/22 01 ASPHALT23-230-60-00-60321,372.75INVOICE TOTAL:1,372.75 *CHECK TOTAL:1,372.75536440 TRAFFIC TRAFFIC CONTROL CORPORATION13513103/30/22 01 NIPPLE, VISOR PED TUNNEL01-410-54-00-5435109.00INVOICE TOTAL:109.00 *1351503/30/22 01 VISOR TUNNEL01-410-54-00-543575.00INVOICE TOTAL:75.00 *CHECK TOTAL:184.00Page 22 of 26 01-110ADMINISTRATION01-120FINANCE01-210POLICE01-220COMMUNITYDEVELOPMENT01-410STREETSOPERATION01-640ADMINISTRATIVESERVICES01-111FOXHILLSSA01-112SUNFLOWERESTATES15-155MOTORFUELTAX23-216MUNICIPALBUILDING23-230CITY-WIDECAPITAL24-216BUILDING&GROUNDS25-205POLICECAPITAL25-215PUBLICWORKSCAPITAL25-225PARK&RECCAPITAL42-420DEBTSERVICE51-510WATEROPERATIONS52-520SEWEROPERATIONS72-720LANDCASH79-790PARKSDEPARTMENT79-795RECREATIONDEPARTMENT82-820LIBRARYOPERATIONS84-840LIBRARAYCAPITAL87-870COUNTRYSIDETIF88-880DOWNTOWNTIF89-890DOWNTOWNTIFII90-XXXDEVELOPERESCROW950-XXXESCROWDEPOSITDATE: 04/19/22TIME: 08:28:54UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/26/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------536441 UAPEVENT UAP ENTERPRISES LLC2022 MAYO 04/11/22 01 2022 MARGARITAS EN MAYO BAND 79-000-14-00-1400 1,950.00INVOICE TOTAL: 1,950.00 *CHECK TOTAL: 1,950.00536442 WATERSER WATER SERVICES CO.33492 04/07/22 01 METER TESTING 51-510-54-00-5445 660.00INVOICE TOTAL: 660.00 *CHECK TOTAL: 660.00D002474 YBSDYORKVILLE BRISTOL2022.00404/04/22 01 MAR 2022 LANDFILL EXPENSE 51-510-54-00-544517,602.1702 APR 2022 LANDFILL EXPENSE 51-510-54-00-544523,115.15INVOICE TOTAL:40,717.32 *DIRECT DEPOSIT TOTAL:40,717.32536443 YOUNGM MARLYS J. YOUNG03152203/29/22 01 03/15/22 PW MEETING MINUTES 01-110-54-00-546285.00INVOICE TOTAL:85.00 *CHECK TOTAL:85.00615,353.8941,552.32TOTAL CHECKS PAID: TOTAL DIRECT DEPOSITS PAID: TOTAL AMOUNT PAID:656,906.21Page 23 of 26 01-110 ADMINISTRATION01-120 FINANCE01-210 POLICE01-220 COMMUNITY DEVELOPMENT01-410 STREETS OPERATION01-640 ADMINISTRATIVE SERVICES01-111 FOX HILL SSA 01-112 SUNFLOWER ESTATES15-155 MOTOR FUEL TAX23-216 MUNICIPAL BUILDING23-230 CITY-WIDE CAPITAL 24-216 BUILDING & GROUNDS25-205 POLICE CAPITAL25-215 PUBLIC WORKS CAPITAL 25-225 PARK & REC CAPITAL 42-420 DEBT SERVICE51-510 WATER OPERATIONS52-520 SEWER OPERATIONS72-720 LAND CASH79-790 PARKS DEPARTMENT 79-795 RECREATION DEPARTMENT 82-820 LIBRARY OPERATIONS84-840 LIBRARAY CAPITAL 87-870 COUNTRYSIDE TIF88-880 DOWNTOWN TIF89-890 DOWNTOWN TIF II90-XXX DEVELOPER ESCROW950-XXX ESCROW DEPOSITDATE: 04/19/22TIME: 10:06:56UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/26/2022CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D002475 ORRKKATHLEEN FIELD ORR & ASSOC.1682804/04/22 01 MISC CITY LEGAL MATTERS01-640-54-00-54564,477.0002 BRGHT FARMS MATTER90-173-00-00-00111,463.0003 COUNTRYSIDE TIF MATTERS87-870-54-00-5462143.0004 MEETINGS01-640-54-00-54561,000.0005 IGA REVIEW79-790-54-00-5462132.0006 8721 RTE 126 AGREEMENT90-180-00-00-001188.00INVOICE TOTAL:7,303.00 *DIRECT DEPOSIT TOTAL:7,303.00TOTAL CHECKS PAID:0.00TOTAL DEPOSITS PAID:7,303.00TOTAL AMOUNT PAID:7,303.00Page 24 of 26 REGULAR OVERTIME TOTAL IMRFFICA TOTALSMAYOR & LIQ. COM.908.34$ -$ 908.34$ -$ 69.49$ 977.83$ ALDERMAN3,900.00 - 3,900.00 - 298.35 4,198.35 ADMINISTRATION18,903.36 - 18,903.36 1,632.73 1,419.49 21,955.58 FINANCE11,686.28 - 11,686.28 1,040.08 873.00 13,599.36 POLICE121,263.75 434.71 121,698.46 537.73 9,011.43 131,247.62 COMMUNITY DEV.23,838.17 - 23,838.17 2,121.61 1,765.08 27,724.86 STREETS20,436.42 629.42 21,065.84 1,874.83 1,548.19 24,488.86 BUILDING & GROUNDS2,095.20 - 2,095.20 186.47 160.28 2,441.95 WATER17,492.42 358.72 17,851.14 1,588.75 1,299.36 20,739.25 SEWER10,537.95 136.76 10,674.71 950.06 782.09 12,406.86 PARKS25,600.40 - 25,600.40 2,238.55 1,895.77 29,734.72 RECREATION15,574.90 - 15,574.90 1,218.18 1,156.34 17,949.42 LIBRARY17,560.93 - 17,560.93 954.62 1,302.62 19,818.17 TOTALS289,798.12$ 1,559.61$ 291,357.73$ 14,343.61$ 21,581.49$ 327,282.83$ TOTAL PAYROLL327,282.83$ UNITED CITY OF YORKVILLEPAYROLL SUMMARYApril 15, 2022Page 25 of 26 ACCOUNTS PAYABLE DATE City Check Register (Pages 1- 23)04/26/2022 656,906.21$ Manual City Check Register (Page 24)04/26/2022 7,303.00 SUB-TOTAL: $664,209.21 Bi - Weekly (Page 25)04/15/2022 327,282.83$ SUB-TOTAL: 327,282.83$ TOTAL DISBURSEMENTS:991,492.04$ UNITED CITY OF YORKVILLE BILL LIST SUMMARY Tuesday, April 26, 2022 PAYROLL Page 26 of 26 Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Mayor’s Report #1 Tracking Number CC 2022-05 Bright Farms Development Agreement City Council – April 26, 2022 Majority Approval Bart Olson Administration Name Department Summary Review of a development and recapture agreement with BrightFarms covering construction of the greenhouse operation buildings, use of a private well, phased completion of Corneils Road improvements, and funding and construction of a public sewer extension. Background This item was last discussed by the City Council at the April 12th meeting. At that meeting, the City Council reviewed the draft development agreement, reviewed a verbal presentation from staff on the water well information, posed water use questions to Sean O’Neill of Bright Farms, and heard a citizen comment about water well concerns. Since the last meeting, new information is available on each of those topics. At time of packet creation, the development agreement was still under legal review by both parties; it will distributed as a supplemental packet when it is completed. The summary of the agreement is included within the April 12th City Council memo (attached), with updates generally as follows: 1) The private water well sections have been updated to make it clear that the City Council is only approving a water well in the 640’ range, which is within the St. Peter Sandstone of the Ancell Group formation. Any change to this water well or any new well will go through the normal county/state permitting processes (if required) and will require supplemental City Council approval. The process for the City Council approval of a new well or a changed well is not explicit in the agreement, which would give the City Council flexibility to demand information and studies at the time of the request. If that request comes in front of the City Council in the near future, we would recommend the same process as recently completed – BrightFarms would drill a test well and provide the information to staff; the staff would analyze the information and present the findings to City Council; and the City Council would review this information and consider the request publicly. 2) The Corneils Road paragraph (2.7) has been reformatted and specific language on the bond amount and bond posting process has been included. The same improvement deadlines exist from the last time the City Council reviewed the agreement; i.e. completion of the section between Eldamain Rd and the project entrance before occupancy permit, and the remaining section within 2 years. On this remaining Memorandum To: City Council From: Bart Olson, City Administrator CC: Date: April 19, 2022 Subject: Bright Farms development status update section, BrightFarms has requested that we remove the 2 year deadline and instead peg this improvement to the second phase of their development. Staff has declined this request as improvement of adjacent roadways is a standard development item and the City does not deviate from this requirement. BrightFarms is planning on appealing this decision to the City Council during the next meeting, but the staff recommendation remains to decline. 3) The sewer project payment section (2.5) has been heavily modified in paragraphs iii and iv, to reflect the choice of Bright Farms to forego a payment bond option and instead post the value of the entire project at time of contract bidding. Along these lines, the agreement has been drafted so that BrightFarms is responsible for any overages or change orders (subject to recapture depending on the nature of the change) and stands to benefit from any balancing change orders at the end of the project. The verbal presentation from Brad Sanderson regarding the private water well information has been compiled into a memo with exhibits, for the City Council’s use in considering the development agreement. None of the conclusions have changed since the City Council’s last meeting. Sean O’Neill has provided two narrative memos related to their water stewardship water reuse plan, per questions posed by the City Council at the last meeting. The first document is titled “BrightFarms Water Stewardship” and it discusses the gross and net usage of water on the property during initial buildout and full buildout. The figures attached in the table are generally in line with the exhibits presented via slide at the last meeting by BrightFarms. In this memo, however, the water balance is shown on for a sample day, as opposed to annual figures. The second document is titled “Bright Farms Water Reuse Plan” and it discusses the various systems they will use to collect and reuse water throughout their operation. Specific details for these systems were not provided to staff, as Mr. O’Neill had described in the last City Council meeting; the systems are under their internal review for improvement. Any systems installed in Yorkville would be subject to our normal building plan review and inspection processes, if required. Finally, staff did reach out to the resident who attended the last City Council meeting to verify some well information. The result of that visit and the corresponding analysis is addressed in the water well informational memo from EEI. Recommendation Staff recommends approval of the ordinance and the development agreement for Bright Farms. Overview We have reviewed the information provided by BrightFarms and Resource Consulting, Inc. concerning the potential impact of a new groundwater well (see attached well cross section and construction details) located on the BrightFarms site near the northeast corner of Eldamain Road and Corneils Road. This information was provided in a series of emails between March 22nd and April 6th. Based on the information provided and detailed analysis conducted by EEI staff, we have concluded the following: • We do not believe that the City’s wells will be adversely affected by the proposed well. Only one City well (#4) is open to this formation and there is sufficient distance between them as to not have interference. • We are concerned that this well will have adverse effects on neighboring individual wells within the Ancell formation, potentially within a mile of the proposed well. Our concerns are further detailed below. • We have reviewed the long-term sustainability of the well against the study conducted by the Illinois State Water Survey in 2013. Based on our analysis of the study, we have concluded that the proposed well will not have a significant impact on the sustainability of the Ancell sandstone aquifer (see attached EEI Memo). Analysis EEI used the raw data provided by the consultant to complete our own independent analysis. The water level data collected from the pumping test of the BrightFarms well can be used to estimate transmissivity of the water bearing formations using an empirical method documented by Driscoll (1986). The 24-hour pumping test conducted by BrightFarms resulted in 151 feet of drawdown at the pumping rate of 200 gallons per minute. Thus, the specific capacity (pumping rate divided by drawdown) of the well is 1.32 gallon per minute (gpm) / foot of drawdown. The method developed by Driscoll estimates transmissivity by multiplying the specific capacity in gpm / foot by 2000. Applying this method results in an estimate of transmissivity of 2,640 gallons per day / foot, which converts to 353 feet2/day. Given that the sandstone in the BrightFarms well was encountered between 518 and 640 feet bgs, the aquifer thickness is taken as 122 feet. Dividing transmissivity by aquifer thickness yields hydraulic conductivity of 2.9 feet / day. This value for hydraulic conductivity is consistent with published studies for the region (Roadcap, 2013). A storativity value of 0.0001 is assumed based on specific storage values presented in Meyer, 2009. The estimated hydraulic parameters described above were used to estimate the drawdown created by the BrightFarms well. The estimates are based on continuous pumping of the well at 200 gallons per minute Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Jori Behland, City Clerk Krysti Barksdale Noble, Community Development Director Date: April 21, 2022 Subject: Bright Farms – Review of Impact of Proposed Well Subject: Award of 2011 Misc. Bituminous Patching Contract to Aurora Blacktop, Inc. using the solution developed by Theis (1935). The table below summarizes the results of the analysis, showing the drawdown (in feet) as a function of time (days of continuous pumping) and distance from the well (feet). Distance from Pumping Well (feet) 5,000 10,000 15,000 Days of Continuous Pumping 30 19 10 4 365 40 31 22 1,825 (5 yrs.) 55 43 36 3,650 (10 yrs.) 60 49 42 Based on the analysis presented above, it is reasonable to expect that the BrightFarms well will create 40 to 60 feet of additional drawdown in farm wells located within 15,000 feet of the BrightFarms well over the long-term. The additional drawdown may not affect the operation of individual wells around the BrightFarms well, depending on the pump setting of the well in question. However, if an individual well is operated in a manner that currently lowers the water level in the well to less than 40 feet above the pump intake, the BrightFarms well may impact the operation of the well. In that case, the pump in the affected individual well may need to be lowered for the well to be operated as it was prior to the pumping of the BrightFarms well. Recommendations It is our recommendation that BrightFarms conduct a detailed survey of the pump setting and operational characteristics of the individual wells within a mile of the proposed well. We would also recommend that the pumps be lowered in any wells that are operating with less than 40 feet of water above the pump. Based on our review of public records, there potentials are three to four individual wells within the suggested area. The cost to lower these wells is not expected to be exorbitant. References Driscoll, F.G., 1986. Groundwater and Wells (2nd ed.), Johnson Filtration Systems, Inc., St. Paul, Minnesota, 1089p. Roadcap, G. C., Meyer, S., Kelly, W. R., Wehrmann, H. A., & Lin, Y-F. (2013). Groundwater Studies for Water Supply Planning in Kendall County, IL. (ISWS Contract Report 2013-05; No. CR-2013-05). Meyer, Scott & Roadcap, George & Lin, Yu-Feng & Walker, Douglas. (2009). Kane County Water Resources Investigations: Simulation of Groundwater Flow in Kane County and Northeastern Illinois. Theis, C.V., 1935. The relation between the lowering of the piezometric surface and the rate and duration of discharge of a well using groundwater storage, Am. Geophys. Union Trans., vol. 16, pp. 519-524. If you have any questions or require additional information, please let us know. 10 F ig ur e 5 . D e t a il fr o m c r o s s s e ctio n B -B ' (F ig ur e 4) s h o win g h ydro str a tigr a p hic u nit s F ig ur e 6 . D e t a il fro m cro s s s e c tio n C -C ' (F ig ur e 5) s h o win g a q uif e r s in K e n d a ll C o u nt y confining unit confining unit BF well typical shallow well typical Yorkville well WELL CONSTRUCTION Subject Property Northeast Corner of Corneils Road & Eldamain Road Yorkville, Illinois 21-1032 01 01 Ground surface 3/30/22 DjH Sand & gravel Clay Limestone, dolomite with shale Borehole diameter = 8 inches Borehole diameter = 6 inches Sandstone Casing Borehole diameter = 12 inches Borehole diameter = 8 inches Static water level = 239 ft bgs Pumping water level = 392 ft bgs Clay 640 ft 25 ft bgs 99 ft bgs 143 ft bgs 151 ft bgs 518 ft bgs 483 ft bgs To: Brad Sanderson, Chief Operating Officer / President From: Tim Holdeman, Sr. Project Manager Date: April 21, 2022 Re: Sustainability and the BrightFarms Proposed Water Supply Well EEI Job #: YO2116-DR Questions have been raised regarding the impact of the BrightFarms proposed water supply well on the sustainability of the Ancell Sandstone Aquifer. The following analysis is offered to address these questions. The primary conclusion of the analysis is that the water supply well proposed by Bright Farms will not have a significant impact on the sustainability of the Ancell Sandstone Aquifer. The Illinois State Water Survey (ISWS) addresses the sustainability of the deep sandstone aquifers in Kendall County in Roadcap, 2013. The study uses a calibrated groundwater flow model to simulate groundwater conditions under various future groundwater pumping conditions to “gain insights on the hydraulic behavi or of the aquifer system and the sustainability of increasing groundwater demands”. A key criterion for evaluating sustainability of the deep sandstone aquifers in Kendall County is the head in the Ancell sandstone. Specifically, sustainability is exceeded where groundwater withdrawals cause the head in the Ancell sandstone to drop below the top of the aquifer. This criterion is used to evaluate the impact of the BrightFarms well on sustainability of the aquifers. The figure to the right is Figure 75 from Roadcap, 2013. The location of the BrightFarms well has been added to the figure. It shows the estimated available head (in feet) above the top of the Ancell Sandstone in 2005 based on the groundwater flow model. At the BrightFarms Well, the estimated available head above the top of the Ancell Sandstone is approximately 180 feet. Results of drilling the BrightFarms Well indicate a static head of 239 feet below ground surface (bgs). The top of the Ancell sandstone is 518 feet bgs in the well. Thus, the available head above the top of the Ancell Sandstone prior to pumping is 279 feet (518 minus 239). This is nearly 100 feet greater than predicted by the groundwater model. The discrepancy between the predicted and actual available head above the top of the Ancell Sandstone suggests that the groundwater flow model results are conservative (i.e. predicts less available head above the top of the Ancell Sandstone) at the location of the BrightFarms Well. The figures below are Figures 92-95 from Roadcap, 2013. They show the available head above the top of the Ancell Sandstone in 2050 as predicted using the calibrated groundwater flow model under four different groundwater withdrawal scenarios. The estimated available head above the top of the Ancell Sandstone at the BrightFarms Well (without the well pumping) in 2050 under each scenario is shown in the table below. In addition, the table shows the difference in available head (in feet) above the top of the Ancell Sandstone at the BrightFarms Well (without the well pumping) from 2005 (180 feet) to 2050. Scenario Figure Estimated available head (in feet) above the top of the Ancell Sandstone at the BrightFarms Well (without the well pumping) in 2050 Difference in available head (in feet) above the top of the Ancell Sandstone at the BrightFarms Well (without the well pumping) from 2005 to 2050 Baseline 92 100 -80 Least Resource Intense 93 120 -60 Most Resource Intense 94 90 -90 Modified Baseline 95 110 -70 Several communities in Kendall County will be ceasing their use of the deep aquifer as the primary source of their water supply. Thus, it is reasonable to assume the Least Resource Intense scenario for predicting future head, which is a drop of 60 feet at the Bright Farms Well. The pumping level in the BrightFarms Well after 24 hours of pumping at 200 gallons per minute was 392 feet bgs. This leaves 126 feet of available hear above the Ancell Sandstone (518 minus 392). If the head drops by 60 feet as predicted in the Least Resource Intense scenario, that still leaves 66 feet of head above the top of the Ancell Sandstone. It is recognized that long-term pumping at the BrightFarms Well will likely reduce the head below 392 feet. However, it is not likely to be greater than 66 feet using the solution developed by Theis (1935). Thus, the BrightFarms Well under expected future conditions will not likely create the unsustainable condition of reducing the available head to below the top of the Ancell Sandstone. Reference Roadcap, G. C., Meyer, S., Kelly, W. R., Wehrmann, H. A., & Lin, Y-F. (2013). Groundwater Studies for Water Supply Planning in Kendall County, IL. (ISWS Contract Report 2013-05; No. CR-2013-05). Theis, C.V., 1935. The relation between the lowering of the piezometric surface and the rate and duration of discharge of a well using groundwater storage, Am. Geophys. Union Trans., vol. 16, pp. 519 -524. BrightFarms Water Stewardship, Initial Ancell Formation Well and Approach to Future Wells in Yorkville IL From the beginning of its work in the Yorkville area, BrightFarms understood the importance of water and sustainable water use to the region. We chose the depth and the geologic formation of the initial well strategically so as to minimize impact on both the City of Yorkville and surrounding neighbors. We have engaged the State’s leading water experts (the Illinois State Water Survey) to guide us in making careful decisions and will continue to do so. Context: Continuous Improvement and Sustainability Goals BrightFarms parent company, Cox Enterprises, has ambitious goals for water neutrality for its core holdings. Over time BrightFarms will be integrated into Cox’s climate and sustainability objectives. Even absent the complex hydrogeologic context of the Western suburbs of Chicago, corporate values and imperatives would compel BrightFarms toward good water stewardship in Yorkville. Initial Well and Water Balance The initial BrightFarms well penetrates below the limestone that separates the sand and gravel aquifers from the sandstone aquifers, and penetrates roughly 120 feet into the Ancell unit. It does not reach the Ironton‐Galesville unit, the formation from which Yorkville obtains the vast majority of its water supply. We do not request, nor do we anticipate requesting in the future, a well penetrating to the Ironton‐Galesville. The City’s engineers at EEI concur with our analysis that very few local wells utilize the Ancell unit. We have agreed to consult with the three or four well owners who might be impacted and cover the costs of lowering well pumps if that is necessary. The water balance appears in the table below with comments reflecting anticipated future progress: Water Usage in Gal/Day 1 module (phase 1) 4 modules (full build‐out) Comments Plant Uptake 84,000 336,000 Process/Washdown 23,000 92,000 BF is consistently improving these methods Cooling Tower Make‐up 2,500 10,000 Domestic Water 5,800 23,200 Regs require use est of very high gal/day/employee Total Usage 115,300 461,200 Wastewater recycling 23,000 92,000 This number will increase over time Rainwater capture (est) 25,500 102,000 Condensate Recovery (transpiration) 15,000 60,000 Condensate Recovery (boilers) TBD TBD Initial est is 5,000 gal/day in summer, 15,000 in winter Total Recycled 63,500 254,000 Approaching this exercise from a regional perspective, our annual projected water usage of ~75,500,000 gallons compares favorably with the estimated water usage of 120 acres of hybrid corn at about 72,000,000 gallons per year (https://agresearchmag.ars.usda.gov/2011/aug/water). And, while this comparison may underrepresent how much water that would reach sand and gravel layers (vs running off the site), it also does not account for the quantity of water BrightFarms will return to sand and gravel layers via infiltration basins (~10 acres) and undeveloped space (~20 acres). Approach to Future Wells BrightFarms will probably seek a permit for one or more sand and gravel wells. We do not anticipate a change in the water balance shown above, i.e. sand and gravel wells are not indicative of an increase in usage. The sand and gravel wells will:  Reduce the cost (and carbon footprint) of our water production when compared to pumping from deeper aquifers hundreds of feet below the sand and gravel;  Provide redundancy in case of pump problems or other temporary water challenges;  Balance impacts across aquifers;  Utilize lower quality water – sand and gravel wells are more likely to have salts and pesticide residues – for uses that are not food‐ or growing‐related. Our initial pump test, and substantial research by the ISWS, suggests ample water in the sand and gravel layers. Those studies do not anticipate significant dewatering through 2050 and suggest that recharge via stormwater and the Fox River is the norm. For those wells we would anticipate a process just like the one we pursued for the initial well. BrightFarms would: 1. Permit and install a test well in the sand and gravel aquifer; 2. Perform a 24‐hour drawdown test (or longer if necessary); 3. Use the results to estimate the cone of depression and the radius and extent of potential impacts on neighbors (if any); 4. Work with neighbors to the extent they could be impacted to ensure we mitigate any adverse effects. We ask that approval of a sand and gravel well not be unreasonably withheld so long as this careful process is followed. BrightFarms Water Reuse Plan for its new farm in Yorkville IL BrightFarms, a leader in Controlled Environment Agriculture (CEA), is preparing to break ground on its newest farm in Yorkville, IL. CEA optimizes the use of sunlight, water, and energy resources, to efficiently grow healthy nutritious green vegetables. How we use water to grow our products is described below. The Yorkville farm will receive water from an on site well, and from rainwater harvesting. Incoming well water will be filtered and softened to remove hard water minerals, in Illinois high bicarbonate concentrations are the chief impediment to good water for growing. The primary use of well water will be for germinating new seedlings and for irrigating the growing crops. Rainwater will be collected from the building roof areas held in special lined ponds on the site. Pumps will deliver this water to the facility where it will be filtered for sediment and any possible harmful contaminants. After this filtration, this water is ready to use for agricultural purposes such as irrigation and cleaning processing areas. Condensate water will also be collected from heat exchangers that cool process air and boiler exhaust gases. This water will be filtered for potential contaminants and pH‐adjusted as needed for reuse in irrigation and cleaning. Floor drains in the facility drain to a central collection sump. This water may contain soil particles, pieces of harvested plants, and fertilizers from irrigation water. This water is filtered and reused in first rinses of equipment, particularly those processes where heavy soil removal is required. Solids from filtration processes will be composted with other residual plant and soils that are left over from the growing process. BrightFarms prides itself on using technology to deliver the highest quality delicious, locally grown vegetables to its customers using sustainable practices. This memo is to address the issue that was raised at the April 12th City Council meeting by a resident that lives on River Road. After the meeting, EEI staff contacted the resident at 12340 River Road to gain an understanding of the construction of the property owners well. It was noted that the depth of the well approximately 350 feet. Based on our review, the property owners well does not reach into the Ancell sandstone and it is 3.4 miles away from the proposed BrightFarms well. The primary zone contributing water to his well is the Galena-Platteville limestone/dolomite. In the BrightFarms proposed well, this zone is cased off, so no water from the Galena limestone/dolomite that supplies his well is being directly removed by the BrightFarms well. Therefore, we do not anticipate any well interference and/or disruption to the residents well from the BrightFarms project. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Jori Behland, City Clerk Krysti Barksdale Noble, Community Development Director Date: April 21, 2022 Subject: Bright Farms – Review of Impact of Proposed Well (River Road Resident) Subject: Award of 2011 Misc. Bituminous Patching Contract to Aurora Blacktop, Inc. Summary Review of the development status of the Bright Farms development. Background This item was last discussed by the City Council at the March 22nd City Council meeting, when the City Council reviewed a development status memo and Sean O’Neill was present to answer questions. Since that meeting, development negotiations have been ongoing. Water Well Water well information has been sent to staff. The analysis is complete with some recommendations to be made for regional wells. This material will be presented at the City Council meeting by City staff. Draft Development Agreement Status The current state of the draft development agreement is attached. Per prior status memos, we provide the following overview: 1) Bright Farms project commitment – 120 acres with 1.9m total square feet of buildings at final development. Phased construction of four greenhouses of approximately 400,000 square feet each connected to two central processing headhouses of 150,000 square feet each. a. Section 1.2 2) Approval to drill their own water well (requires City Council review and approval during the development agreement phase). a. Section 1.3 and Section 2.8. 3) Payment of Bright Farm’s direct costs for the sewer project, estimated at $500,000 for their share of the 12” and 16” sewer lines, $507,000 for annexation fees into the sanitary district, and $507,000 for infrastructure fees into the sanitary district a. The $507,000 for annexation fees do not go to the sewer project; the fees go to the sanitary district to offset the cost of the sanitary district’s general expenses. b. Section 2.3, 2.4 and 2.5 Memorandum To: City Council From: Bart Olson, City Administrator CC: Date: April 7, 2022 Subject: Bright Farms development status update 4) Payment of tributary properties direct costs for the sewer project, with recapture due to Bright Farms in an amount and method to be determined, based on the ongoing funding gap discussion. a. Section 2.5 and 2.6 5) An exhibit with the recapture agreement and related provisions due to Bright Farms a. To be provided later. 6) Reconciliation of design engineering costs and credits for Bright Farms based on their share of the engineering agreement and their deposits to keep the engineering work moving along a. Implicit to the agreement (work continues until funding stops, then the entire project costs are calculated later according to Section 2.5 and 2.6) 7) Clarification that if the CDBG sewer grant application is awarded, that the money will be sent to Bright Farms (they have the burden of providing financial information and project commitments to the state, the City is the pass-through entity) and that the grant application will not be used to offset the share of what other properties will eventually have to pay as recapture a. Section 2.1 8) Authorize the City to design and construct the sewer project, with YBSD input. a. Section 2.2 9) Authorizes YBSD and Bright Farms to negotiate the timing of the YBSD annexation fees and IPF payments to the district, as long as the City is not at risk for project costs during construction a. Not applicable. 10) Commitment to complete the sewer project by January 2023, and if that design is not met, a commitment from the City to Bright Farms to allow them to use temporary onsite septic and process water until the permanent sewer is constructed. a. Section 2.8 11) Bright Farms is asking for some relief in scope and timing for required improvements to Corneils Road adjacent to their property. Improving a road adjacent to a large development is a standard development obligation but we will review their request with appropriate context and present a recommendation to the City Council in the future. a. Section 2.7. Current proposal is Corneils between Eldamain and the development entrance must be completed before occupancy permits are issued. Security for the remaining portion of Corneil must be posted before occupancy, but work on this section must be complete within 2 years from occupancy permit issuance. 12) Bright Farms is asking for some consideration on timing of payments related to the sewer construction to more closely coincide with the actual payments the City will make to the contractor. We are working with them to work this language out via payment bond, other form of security, or contractor contract language so the City’s risk is eliminated or minimized in a scenario where the contract is approved and the developer doesn’t fulfill the payment obligations. a. This will be in Section 2.5, but language is still being negotiated. 13) Bright Farms has asked for some consideration on the building permit fees for the project, for which our current estimate is more than $350,000. As you might recall, the project will consist of four greenhouses of ~370,000 square feet each, plus two headhouses at ~145,000 square feet each, plus a headhouse connector building of 34,500 square feet. All in, this will be more than 1.8m square feet of buildings; our current building permit fee is $750 plus $0.20 per square foot. Their initial request is that they accept that they have to pay the full building permit fee on the headhouses and headhouse connector building, as these are standard industrial buildings with many modern components; but, they are requesting waivers or reductions on the greenhouses since they are more simplistic in nature and there will be four identical buildings. They have provided other information that other towns have waived these building permit fees or reduced them given the agricultural nature of the greenhouse buildings. We are reviewing our commercial permit fees relative to other Chicagoland towns who have a more established commercial/industrial base. In some of these towns, commercial permits are charged as a percentage of the total cost of the project (a couple quick examples showed a 1.1% and 2% fee). We are reviewing this material from other towns, their request for a fee waiver or reduction, how much time we think it will take our staff to plan review and inspect these buildings, and will provide a more detailed update and recommendation to City Council at a later date. a. This will be in a future section, but the analysis and the agreement language is still being negotiated. Recommendation This is an informational item. Ordinance No. 2022-____ Page 1 Ordinance No. 2022-________ AN ORDINANCE APPROVING AN AGREEMENT BY AND AMONG THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, YORKVILLE-BRISTOL SANITARY DISTRICT AND ILLINOIS GREENHOUSE, LLC WHEREAS, United City of Yorkville, Kendall County, Illinois (the “City”), is a duly organized and validly existing non-home rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; the Yorkville-Bristol Sanitary District (“YBSD”) is an independent municipal corporation validly organized under the Illinois Sanitary District Act of 1917; and, Illinois Greenhouse, LLC, is a Delaware corporation d/b/a BrightFarms, is a hydroponic indoor farming company producing lettuce and herbs for shipping to local retailers (“BrightFarms”); and, WHEREAS, BrightFarms submitted a proposal to the City to develop approximately forty (40) acres at the northeast corner of Eldamain and Corneils Roads (the “Development Site”) to construct a 860,000 square foot greenhouse as Phase I, followed by a second 860,000 square foot greenhouse as Phase II for an indoor lettuce and herb growing operation, however, the Development Site is not served by water or sewer service; and, WHEREAS, BrightFarms has informed the Village that it would not require City water service for its operations due to the fact that the presence of chlorine in the City’s potable water supply impacts lettuce growth however it has requested the City to extend sewer services to the Development Site and has determined that the design of, land acquisition for, and construction of approximately 8,5000 linear feet of sanitary sewer interceptor from Rob Roy Creek to the Development Site (the “Project”), the acquisition of easements necessary for the sewer interceptor, permit fees and engineering design fees shall cost approximately $3,000,000 to $3,200,000 (the “Project Cost”); and, Ordinance No. 2022-____ Page 2 WHEREAS, the City, YBSD and BrightFarms have come to an agreement with respect to the allocation of the Project Cost, and their respective responsibilities for the design and construction of the Project among them all as set forth in the Agreement attached hereto and made part hereof. NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. All of the Preambles hereinabove set forth are incorporated herein as if restated. Section 2. That the Agreement by and among the United City of Yorkville, Yorkville- Bristol Sanitary District and Illinois Greenhouse, LLC and in the form attached hereto and presented to this meeting is hereby approved and the Mayor is hereby authorized to execute same and to implement the terms thereof. Section 3: This Ordinance shall be in full force and effect after its passage, publication, and approval as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2022. ______________________________ CITY CLERK KEN KOCH _________ DAN TRANSIER _________ ARDEN JOE PLOCHER _________ CRAIG SOLING _________ CHRIS FUNKHOUSER _________ MATT MAREK _________ SEAVER TARULIS _________ JASON PETERSON _________ Ordinance No. 2022-____ Page 3 APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2022. ______________________________ MAYOR Attest: ______________________________ CITY CLERK RECAPTURE AGREEMENT THIS RECAPTURE AGREEMENT ("Agreement"), is made and entered as of the ____ day of ____________, 2022, by and between the United City of Yorkville, Kendall County, Illinois (the “City”) and Illinois Greenhouse LLC, a Delaware corporation d/b/a BrightFarms (“BrightFarms”). RECITALS: A. The City, BrightFarms and the Yorkville-Bristol Sanitary District, a corporation organized under the Illinois Sanitary District Act of 1017 (the “YBSD”) have shared the cost and expense to design and construct all mains, devices and any other equipment and appurtenances thereto required in connection with the extension of the City’s sewer system (the “Sewer System”), as depicted on Exhibit A and serving the area legally described on Exhibit B both Exhibits being attached hereto. B. The City and BrightFarms desire to recapture their respective contributions to the costs of constructing the Sewer System which will provide sewer service from the City to properties along the route as depicted on Exhibit A and as identified by parcel number on Exhibit C attached hereto (the “Benefitted Properties”). C. The City and BrightFarms are desirous of entering into this Agreement to provide for the fair and allocable recapture from owners of the Benefitted Properties of a proportion of their costs to provide the Benefitted Properties with the Sewer System, subject to the terms and conditions set forth in this Agreement. NOW, THEREFORE, in consideration of the foregoing recitals and the mutual covenants hereinafter set forth, and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged by the parties hereto, the parties hereby agree as follows: Section 1. Recapture Costs. An estimate of the costs to construct the extension of the Sewer Service is set forth on Exhibit D attached hereto (the "Recapture Costs"). Upon completion of the construction of the Sewer System and acceptance by the City, an itemized list of the actual costs shall be appended hereto as Exhibit E (the “Final Project Costs”). Section 2. Benefitted Properties. Each Benefitted Property is eligible to connect to Sewer System upon satisfaction of the conditions hereinafter set forth. It is understood that at any time any one of the Benefitted Properties is subdivided into two or more parcels, all of such parcels shall be deemed to be added to the list of Benefitted Properties for purpose of receiving any potential benefit from a connection to the Sewer System. Section 3. Condition Precedent to Connection. A Benefitted Property shall not be eligible to connect to the Sewer Service System unless the Owner has either annexed to the City or entered into a pre-annexation agreement with the City. Section 4. Recapture Cost Allocation. The City and BrightFarms shall establish the equitable share of the Recapture Costs to be allocated to each Benefitted Property based upon the Final Project Costs, . The proportionate share of the cost of the Sewer System to be allocated to a Benefitted Property shall be based upon projected population equivalent (“PE”) for the use to be served. Once Final Project Costs are known and certified, a cost per PE shall be established and referred to herein as the Recapture Allocation. For purposes of this Agreement, and based on standard engineering practices, one PE shall be equal to 100 gallons of water per person per day. Section 5. Collection of Recapture Costs. The City shall assess against and collect from the Benefitted Owner of a Benefitted Property, or any portion thereof, his or her successors and assigns, the Recapture Costs as allocated to such Benefitted Property. At such time as a Benefitted Property owner annexes and/or subdivides a Benefitted Property, or any portion thereof, or subdivides the Benefitted Property from a larger parcel of land, or applies to the City for issuance of a permit for connection to the Sewer System, whichever shall first occur, the City shall collect from such Benefitted Owner, or its agent or representative, the applicable Recapture Costs, owed hereunder by such Benefitted Property. No Benefitted Property shall be issued a connection permit to the Sewer System until such Benefitted Property has fully paid the allocated Recapture Cost, owed by such Benefitted Property under this Agreement. Section 6. Obligation of the City. Upon annexation of any Benefitted Property to the City, its officers, employees and agents shall make all reasonable efforts to collect the Recapture Costs as calculated for each Benefitted Property payable to the City. The City and BrightFarms shall share the funds collected calculated upon their proportionate costs each contributed to the design and construction of Sewer System. Section 7. City’s Collection of other Fees and Charges. Nothing contained in this Agreement shall limit or in any way affect the rights of the City to collect other fees and charges pursuant to City ordinances, resolutions, motions and policies. The Recapture Items provided for herein for each Benefitted Property is in addition to such other City fees and charges. Section 8. Term. This Agreement shall remain in full force and effect for a period of twenty (20) years from the date hereof, unless sooner terminated. In the event no portion of a Benefitted Property and no connection permit as aforesaid is issued by the City for such Benefitted Property within twenty (20) years following the date of this Agreement, this Agreement, and each and every duty and undertaking set forth herein pertaining to such Benefitted Property, shall become null and void and of no further force and effect as to such Benefitted Property. Section 9. Lien. This Agreement shall be recorded against the Benefitted Properties upon completion of the Sewer System and acceptance by the City and the attachment of Exhibit E with the actual costs of the Sewer System. The recordation by the City of this Agreement against the Benefitted Properties shall create and constitute a lien against each Benefitted Property, and each subdivided lot hereafter contained therein, in the amount of the Recapture Items, plus interest, applicable hereunder to such Benefitted Property. Section 10. Miscellaneous Provisions. A. Agreement: This Agreement may be amended upon the mutual consent of the parties hereto from time to time by written instrument and conformity with all applicable statutory and ordinance requirements and without the consent of any other person or corporation owning all or any portion of the Benefitted Properties. B. Binding Effect: Except as otherwise herein provided, this Agreement shall inure to the benefit of and be binding upon the successors and assigns of the owner of a Benefitted Property. C. Enforcement: Each party to this Agreement, and their respective successors and assigns, may either in law or in equity, by suit, action, mandamus, or other proceeding in force and compel performance of this Agreement. D. Recordation: A true and correct copy of this Agreement shall be recorded with the Stephenson County Recorder's office by the County at its sole cost. This Agreement shall constitute a covenant running with the land and shall be binding upon the Benefitted Properties in accordance with the terms and provisions set forth herein. E. Notices: Any notice required or desired to be given under this Agreement, unless expressly provided to the contrary herein, shall be in writing and shall be deemed to have been given on the date of personal delivery, on the date of confirmed telefacsimile transmission provided a hard copy of such notice is deposited in the U.S. mail addressed to the recipient within twenty-four hours following the telefacsimile transmission, or on the date when deposited in the U.S. Mail, registered or certified mail, postage prepaid, return receipt requested, and addressed as follows: With a copy to: United City of Yorkville Kathleen Field Orr 800 Game Farm Road Kathleen Field Orr & Associates Yorkville, Illinois 60560 2024 Hickory Road, Suite 205 Attn: City Administrator Homewood, Illinois 60430 with a copy to: Illinois Greenhouse, LLC ____________________________ F. Severability: The invalidity or unenforceability of any of the provisions hereof, or any charge imposed as to any portion of the Benefitted Properties, shall not affect the validity or enforceability of the remainder of this Agreement or the charges imposed hereunder. G. Complete Agreement: This Agreement contains all the terms and conditions agreed upon by the parties hereto and no other prior agreement, regarding the subject matter of this Agreement shall be deemed to exist to bind the parties. This Agreement shall be governed by the laws of the State of Illinois. H. Captions and Paragraph Headings: Captions and paragraph headings incorporated herein are for convenience only and are not part of this Agreement, and further shall not be used to construe the terms hereof. I. Recitals and Attachments: The recitals set forth at the beginning of this Agreement and the exhibits attached hereto are hereby incorporated into this Agreement and made a part of the substance hereof. J. Enforceability: This Agreement shall be enforceable in the Circuit Court of Kendall County by any of the parties hereto by an appropriate action of law or in equity to secure the performance of the covenants herein contained. [SIGNATURE PAGE TO FOLLOW] IN WITNESS WHEREOF, the Parties have executed this Agreement as of the dates set forth below their respective signatures, to be effective as of the Effective Date. United City of Yorkville Attest: By: __________________________ By: __________________________ Mayor City Clerk Date: ___________________, 2022 Illinois Greenhouse, LLC Attest: By:__________________________ By: ____________________________ Its Manager !!! ! ! ! ! !!!!!!!!!!! ! ! !BeecherEldenBridgeNa than JonathanCaledoniaCrestwood RyanS h a d o w W o o d Fontana GabrielGalena Bo o m b a hLauren McMurtriePinewoodCorneils W aterp arkCo mm e r c i a lBeecherEldamain%ANNMARIEHAGEMANNHAGEMANNFAMILYTRUSTCOMMONWEALTHEDISONM ARY AUER GARYL&BETTYSBENNETT%LARRYWALLI SNELSONLANDCOM P ANY % A N N M A R I E H A G E M A N N H A G E M A N N F A M I LY T R U S T KATHERINESCHULTZROSENWINKEL FAMILYTRUST ET AL 501 TWOSTARENTERPRISESLLCCOMMONWEALTHEDISONROSENWINKEL FAMILYTRUST ET AL 501ROSENWINKEL FAMILYTRUST ET AL 501% ANN MARIE HAGEMANHAGEMANN FAMILY TRUST ROSENWINKEL FAMILYTRUST ET ALGARY&BETTYBENNETTGARY &BETTYBENNETTKATHERINESCHULTZROSENWINKELFAMILYTRUSTETAL501 ROSENWINKEL FAMILY TRUST ET AL 501ROSENWINKEL FAMILYTRUST ET AL 501ROSENWINKEL FAMILYTRUSTETAL501 36"3 0 "30 Engineering Enterprises, Inc. 52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700 / www.eeiweb.con EXHIBIT APROJECT SERVICE AREA DATE:FEBRUARY 2022United City of Yorkville800 Game Farm RoadYorkville, IL 60560(630) 553-4350http://www.yorkville.il.us UNITED CITY OF YORKVILLEKENDALL COUNTY, ILLINOIS CONSULTING ENGINEERS NO.DATE REVISIONS PROJECT NO.:YO2116 PATH:H:/GIS/PUBLIC/YORKVILLE/2021/FILE: .2,000 0 2,0001,000 Feet YO2116-Yorkville - Exhibit A Overall Ownership BW CORNEILS ROADINTERCEPTOR SEWER Legend PROPOSED SANITARY SEWER EXISTING SANITARY SEWER SERVICE AREA YORKVILLE LIMITS BRIGHTFARMS JOHN MEYER JOHN MEYER HAMMAN DON & CAROL FIVE H LLC Exhibit B THAT PART OF SECTIONS 7, 8, 17 AND 18, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SAID SECTION 18; THENCE SOUTH ALONG THE EAST LINE OF SAID NORTHWEST QUARTER, 926.62 FEET; THENCE WESTERLY AT AN ANGLE OF 89 DEGREES 52 MINUTES 45 SECONDS MEASURED COUNTERCLOCKWISE FROM THE LAST DESCRIBED COURSE, 163.69 FEET; THENCE SOUTHERLY, PERPENDICULAR TO THE LAST DESCRIBED COURSE, 252.72 FEET; THENCE EASTERLY, PERPENDICULAR TO THE LAST DESCRIBED COURSE, 164.12 FEET TO THE EAST LINE OF SAID NORTHWEST QUARTER; THENCE SOUTHERLY ALONG SAID EAST LINE, 249.67 FEET TO THE NORTH LINE OF THE COMMONWEALTH EDISON PARCEL HAVING A PIN OF 02-18-100-006; THENCE WESTERLY ALONG SAID NORTH LINE TO THE EAST LINE OF ELDAMAIN ROAD; THENCE NORTHERLY ALONG THE EAST LINE OF ELDAMAIN ROAD TO THE NORTH LINE OF SAID SECTION 7; THENCE EASTERLY ALONG SAID NORTH LINE TO THE WEST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 7; THENCE SOUTH ALONG SAID WEST LINE, 208.00 FEET: THENCE EAST PERPENDICULAR TO SAID WEST LINE, 208.00 FEET; THENCE NORTH PARALLEL TO SAID WEST LINE, 213.90 FEET TO THE NORTH LINE OF SAID SECTION 7: THENCE EAST ALONG THE NORTH LINE OF SAID SECTION 7 TO A POINT ON SAID NORTH LINE WHICH IS 85.68 FEET WESTERLY OF THE NORTHEAST CORNER OF THE WEST HALF OF SAID NORTHEAST QUARTER, SAID POINT BEING ON THE EAST LINE OF THE COMMONWEALTH EDISON PARCEL HAVING A PIN OF 02-07- 200-003; THENCE SOUTHERLY ALONG SAID EAST LINE TO THE NORTHWEST CORNER OF A PARCEL OF LAND DESCRIBED AS PARCEL 3 IN DOCUMENT 201700012660; THENCE THE FOLLOWING (5) COURSES ALONG THE NORTH LINES OF SAID PARCEL; THENCE EASTERLY 137.17 FEET ALONG A LINE PERPENDICULAR TO THE WEST LINE OF THE EAST HALF OF THE NORTHEAST QUARTER OF SAID SECTION 7 TO THE WEST LINE OF THE EAST HALF OF SAID NORTHEAST QUARTER; THENCE SOUTHERLY, 646.01 FEET ALONG SAID WEST LINE; THENCE EASTERLY PARALLEL TO THE SOUTH LINE OF SAID EAST HALF, 807.14 FEET; THENCE NORTHERLY PARALLEL WITH THE EAST LINE OF SAID EAST HALF, 1051.29 FEET; THENCE EASTERLY, PARALLEL WITH THE NORTH LINE OF SAID EAST HALF, 514.86 FEET TO THE WEST LINE OF SAID SECTION 8; THENCE SOUTH ALONG THE WEST LINE OF SAID SECTION 8 TO A POINT THAT IS 1126.52 SOUTH OF THE NORTHWEST CORNER OF SAID SECTION 8; THENCE EASTERLY 2655.97 FEET TO A POINT ON THE EAST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 8 THAT IS 1124.58 FEET SOUTH OF THE NORTHEAST CORNER OF SAID NORTHWEST QUARTER; THENCE SOUTH ALONG THE EAST LINE OF SAID NORTHWEST QUARTER AND THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 8 TO THE CENTERLINE OF ROB ROY CREEK; THENCE SOUTHWESTERLY ALONG SAID CENTERLINE TO A LINE BEING PERPENDICULAR TO THE WEST LINE OF SAID SECTION 17, AND LYING 11.66 CHAINS NORTH OF THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SAID SECTION 17, AS MEASURED ALONG THE WEST LINE OF SAID SECTION 17; THENCE WESTERLY ALONG SAID PERPENDICULAR LINE TO THE EAST LINE OF SAID SECTION 18; THENCE WESTERLY TO A POINT IN THE CENTERLINE OF BEECHER ROAD, SAID POINT BEING 31.66 CHAINS NORTH OF THE SOUTHWEST CORNER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 18; THENCE NORTH ALONG SAID CENTER LINE TO THE NORTH LINE OF SAID SECTION 18; THENCE WEST ALONG THE NORTH LINE OF SAID SECTION 18 TO THE POINT OF BEGINNING ALL IN KENDALL COUNTY, ILLINOIS. !!!!!!!!!!!!!!!!!!!!!02-17-100-00102-07-100-01102-07-200-00302-08-300-01602-07-100-00802-07-200-00102-18-200-00302-08-300-01202-08-300-01502-08-300-01002-08-300-00202-07-100-00202-07-100-00902-07-200-01002-07-300-00202-07-200-01502-07-400-00102-07-400-00402-07-400-00302-07-300-00502-08-100-00502-08-300-00402-08- 300-01 4 02-08-300-00802-08-300-01102-07-200-00802-07-100-00602-07-300-00402-07-100-00702-07-400-00202-07-400-00202-08-100-007BeecherEldenBridgeNathanJonathanCaledoniaCrestwoodRyanShadow WoodFontanaGabrielGalena BoombahLaurenMcMurtriePinewoodCorneilsWaterparkCommercialBeecherEldamain36"30"30Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700 / www.eeiweb.conEXHIBIT DPARCEL NUMBERSDATE:FEBRUARY 2022United City of Yorkville800 Game Farm RoadYorkville, IL 60560(630) 553-4350http://www.yorkville.il.usUNITED CITY OF YORKVILLEKENDALL COUNTY, ILLINOISCONSULTING ENGINEERSNO. DATE REVISIONSPROJECT NO.:YO2116PATH:H:/GIS/PUBLIC/YORKVILLE/2021/FILE:.2,000 0 2,0001,000 FeetYO2116-Yorkville - Exhibit D Overall PINS BWCORNEILS ROADINTERCEPTOR SEWERLegendPROPOSED SANITARY SEWEREXISTING SANITARY SEWERSERVICE AREAYORKVILLE LIMITSBRIGHTFARMS02-18-200-00402-17-100-00402-18-100-00402-18-100-003 JOB NO:YO2116-DR DESIGNED:NLS DATE:January 19, 2022 PROJECT TITLE:Bright Farms ITEM UNIT NO.UNIT QUANTITY PRICE AMOUNT 1 LF 700 150.00$ 105,000.00$ 2 LF 6,450 175.00$ 1,128,750.00$ 3 LF 1,300 275.00$ 357,500.00$ 4 LF 50 1,000.00$ 50,000.00$ 5 CONNECT TO EXISTING SANITARY SEWER EACH 1 5,000.00$ 5,000.00$ 6 EACH 2 6,000.00$ 12,000.00$ 7 EACH 17 7,500.00$ 127,500.00$ 8 EACH 3 9,000.00$ 27,000.00$ 9 CY 160 50.00$ 8,000.00$ 10 CY 90 50.00$ 4,500.00$ 11 LS 1 25,000.00$ 25,000.00$ 12 LS 1 12,750.00$ 12,750.00$ 13 MANHOLE VACUUM TESTING LS 1 9,000.00$ 9,000.00$ 14 LS 1 12,750.00$ 12,750.00$ 15 LS 1 126,750.00$ 126,750.00$ 16 LS 1 10,000.00$ 10,000.00$ 17 LS 1 10,000.00$ 10,000.00$ 18 LS 1 30,000.00$ 30,000.00$ SUBTOTAL 2,061,500.00$ CONTINGENCY (20%)412,300.00$ TOTAL 2,473,800.00$ DESIGN ENGINEERING (8%)198,000.00$ CONSTRUCTION ENGINEERING (8%)198,000.00$ 2,869,800.00$ NOTES: - SANITARY MANHOLE EVERY 400'09/12 - MINIMUM 3' COVER - 6' WIDE UTILITY TRENCH BACKFILL - BORE AND JACK UNDER ROB ROY CREEK - SANITARY SEWER INSTALLED THROUGH EXISTING FARMFIELDS - EASEMENT TO BE OBTAINED - SELECT GRANULAR BACKFILL UNDER AND WITHIN 2' OF STRUCTURE - FOUNDATION MATERIAL IS ASSUMED QUANTITY TOTAL PRELIMINARY COST ESTIMATE SOIL EROSION AND SEDIMENTATION CONTROL MISC. REMOVALS TRAFFIC CONTROL AND PROTECTION FOUNDATION MATERIAL SELECT GRANULAR BACKFILL TELEVISING SANITARY SEWER TOPSOIL, STRIP, STOCKPILE AND REPLACEMENT SANITARY SEWER AIR TEST SANITARY SEWER DEFLECTION TEST TYPE A SANITARY MANHOLE 5' DIAMETER, TYPE 1 FRAME CLOSED LID TYPE A SANITARY MANHOLE 6' DIAMETER, TYPE 1 FRAME CLOSED LID Preliminary Cost Estimate - Sanitary ITEM BORE AND JACK 42" STEEL CASING PIPE TYPE A SANITARY MANHOLE 4' DIAMETER, TYPE 1 FRAME CLOSED LID SEWER CONSTRUCTION - PIPE SEWERS, 16" PVC SEWER CONSTRUCTION - PIPE SEWERS, 30" PVC SEWER CONSTRUCTION - PIPE SEWERS, 12" PVC G:\Public\Yorkville\2021\YO2116-DR Bright Farms\Eng\PCE_Bright Farms_2022-02-09_Sanitary Breakdown We have reviewed the Traffic Impact Study dated March 30, 2022 prepared by San Schwartz Consulting, LLC and find it to be in conformance with City standards. The study reviewed the following projected traffic volumes from the development: As shown, the proposed development is expected to generate 100 total trips during the morning peak hour of adjacent street traffic and 125 trips in the evening peak hour. Approximately five trucks are projected in or out of the site during these typical peak hours. Based on the projected peak hour traffic and total volume of traffic, the following improvements are recommended: • A northbound right-turn lane providing a 215-foot storage bay and a 220-foot taper should be constructed on Eldamain Road at its intersection with Corneils Road. Note that this will require a permit from Kendall County. • The site access driveway should operate under minor-leg stop control and provide a single inbound lane and one outbound lane. In addition, no additional turn lanes are necessary beyond what is existing on the Corneils leg at its intersection of Eldamain Road. Corneils Road should be reconstructed across the frontage of the property as required by City Code. A cross section of the proposed improvements required is attached. If you have any questions or require additional information, please let us know. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Jori Behland, City Clerk Krysti Barksdale Noble, Community Development Director Date: April 6, 2022 Subject: Bright Farms – Traffic Study Review Subject: Award of 2011 Misc. Bituminous Patching Contract to Aurora Blacktop, Inc. Engineering Enterprises, Inc.© CROSS SECTIONHOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50, 1.5"80' R.O.W. (VARIES)24.0'12.0'12.0'GEOTECHNICAL FABRIC FORGROUND STABILIZATIONAGGREGATE SUBGRADEIMPROVEMENT, 12"HOT-MIX ASPHALT BASE COURSE, 5"HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50, 2.5"BITUMINOUS MATERIALS TACK / PRIME COATPROPOSED HOT-MIX ASPHALTSHOULDER, 9" W / SUBBASEGRANULAR MATERIAL, TYPE B, 12"AGGREGATE SHOULDER, TYPE B, 9"2.0'2.0'2.0'2.0'RESTORATION - TOPSOIL, SEED,FERTILIZER & HYDRO MULCHPROPOSED CORNEILS ROAD PAVEMENT SECTION Jacob & Hefner Associates, Inc. 1333 Butterfield Road, Suite 300 Downers Grove, Illinois 60515 TRAFFIC IMPACT STUDY Proposed Industrial Greenhouse Building – Yorkville, Illinois March 30, 2022 Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 Table of Contents 01. Introduction ........................................................................................ 2 02. Existing Conditions ........................................................................... 4 2.1. Area Land Uses & Connectivity ............................................................................... 4 2.2. Existing Street Characteristics ................................................................................. 4 2.3. Existing Traffic Volumes ........................................................................................... 5 2.4. Existing Intersection Operations ............................................................................. 9 03. Future Conditions ............................................................................ 12 3.1. Eldamain Road Extension Plans ............................................................................ 12 3.2. No-Build Traffic Volumes ........................................................................................ 12 3.3. Site Development Plan ............................................................................................ 14 3.4. Trip Generation ........................................................................................................ 14 3.5. Directional Distribution ........................................................................................... 16 3.6. Trip Assignment & Build Traffic Volumes ............................................................. 16 3.7. Future Intersection Operations .............................................................................. 21 04. Recommendations and Conclusions ............................................. 25 APPENDIX ................................................................................................. 26 Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 2 01. Introduction Sam Schwartz Consulting, LLC (Sam Schwartz) was retained by Jacob & Hefner Associates to conduct a traffic impact study for an industrial greenhouse development proposed on the northeast corner of Eldamain Road at Corneils Road in Yorkville, Illinois. The site is currently used for agricultural purposes. An aerial view of the study area can be seen on Figure 1. As proposed, a four-module greenhouse building would be constructed totaling approximately 1.80 million square feet. The greenhouse would be occupied by an end-user that grows produce for distribution to retail locations. Access to the greenhouse would be provided via a single access driveway along Corneils Road. A site plan is included in the Appendix. The following report documents Sam Schwartz’s methodology regarding data collection, traffic forecasting, and analyses for this study. Figure 1 Site Location Map Corneils Rd.Corneils Rd. Existing Grundy AccessExisting Grundy Access Existing Farm AccessExisting Farm Access Eldamain Rd.Eldamain Rd.Ashe Rd.Ashe Rd.Galena Rd.Galena Rd. US Route 34US Route 34 N Not to Scale SITESITE Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 4 02. Existing Conditions Sam Schwartz conducted field visits to collect relevant information pertaining to the site, the surrounding street network, traffic volumes, traffic controls, lane geometry, and infrastructure at the study intersections. Based on these characteristics, existing intersection capacity was evaluated to establish baseline operational conditions for the study area. This section of the report provides a description of these existing conditions. 2.1. Area Land Uses & Connectivity Located on the northeast quadrant of the intersection of Eldamain Road and Corneils Road, the subject parcel is currently used for agriculture. US Route 34 (US 34) is located approximately two miles south of the site and provides regional connectivity. Also providing regional connectivity, Illinois Route 47 (IL 47) is located approximately two miles east of the site. Interstate 88 (I-88) is located approximately 10 miles north of the site and can be accessed via interchanges with IL 47 (full access) and Illinois Route 56 (access to/from the east only). Land uses in the area are generally agricultural and industrial in nature. There is a concrete and material supplier (Grundy Redi-Mix) located south of the subject site on the west side of Eldamain Road and a Menard’s distribution center further south along Eldamain Road. Additionally, there is an electrical substation located on Corneils Road directly east of the site and a residential area approximately one and one-quarter miles south of the site. 2.2. Existing Street Characteristics Field data collection was performed along the primary study roadways of Eldamain Road, Ashe Road, Corneils Road, US 34, Galena Road, and the private driveway to the Grundy Redi-Mix facility (hereafter referred to as “Existing Grundy Access”) located on the southwest quadrant of Eldamain Road/Corneils Road. Descriptions of these roadways are provided below. Eldamain Road is a north-south minor arterial roadway that provides one lane in each direction and a barrier median through the study area. At its signalized intersection with US 34, the northbound and southbound approaches each provide an exclusive left-turn lane, one through lane, and a dedicated right- turn lane. At its signalized intersection with Galena Road, the northbound approach provides a dedicated left-turn lane, a through lane, and an exclusive right-turn lane. The southbound approach at this intersection is Ashe Road, which is described further in the following paragraph. At its intersection with Corneils Road, the northbound and southbound approaches of Eldamain Road each provide a dedicated left-turn lane and a shared through/right-turn lane. Lastly, at its intersection with Existing Grundy Access, the northbound approach provides a dedicated left-turn lane and a through lane, while the southbound approach provides a through lane and an exclusive right-turn lane. A 45 MPH speed limit is posted on Eldamain Road in the study area. Eldamain Road is under the jurisdiction of the Kendall County Highway Department and its Annual Average Daily Traffic (AADT) is 7,900 vehicles, based on an Illinois Department of Transportation (IDOT) count from 2019. Ashe Road is a north-south minor arterial roadway that provides one lane in each direction. Ashe Road serves as a continuation of Eldamain Road north of its terminus at Galena Road. At its signalized intersection with Galena Road, the southbound approach of Ashe Road provides an exclusive left-turn Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 5 lane, one through lane, and a dedicated right-turn lane. Ashe Road is under the jurisdiction of Bristol Township, and there is no speed limit posted. For the purposes of this study, it is assumed to operate with a speed limit of 45 MPH, which is the posted speed limit on Eldamain Road. AADT is 6,300 vehicles, based on an IDOT count from 2019. Corneils Road is an east-west local roadway that intersects with Eldamain Road at the subject site and provides one lane in each direction near the study area. At its intersection with Eldamain Road, the westbound approach operates under minor-leg stop control and provides an exclusive left-turn lane and a shared through/right-turn lane. The eastbound approach at this intersection is used as an unpaved access to a farm on the west side of Eldamain Road; based on its functional operations and negligible traffic volumes, this driveway was assumed to provide one shared left-turn/through/right-turn lane and a single receiving lane. At this location, Corneils Road is under the jurisdiction of the United City of Yorkville and does not have a posted speed limit. For the purposes of this study, it is assumed to operate with a speed limit of 55 MPH, based on Section 11-601(d) of the Illinois Vehicle Code. There is signage posted along Corneils Road prohibiting trucks heavier than eight tons. The AADT on Corneils Road is 1,300 vehicles, based on an IDOT count from 2019. US Route 34 is an east-west principal arterial roadway that provides two lanes in each direction and intersects Eldamain Road approximately two miles south of the subject site. At its signalized intersection with Eldamain Road, the eastbound and westbound approaches of US 34 each provide a dedicated left- turn lane, two through lanes, and an exclusive right-turn lane. US 34 has a posted speed limit of 45 MPH and is under the jurisdiction of the Illinois Department of Transportation (IDOT). The AADT on US 34 in this area is 15,000 vehicles, based on an IDOT count from 2019. Galena Road is an east-west minor arterial roadway that provides one lane in each direction and intersects Eldamain Road approximately one and a half miles north of the subject site. At its signalized intersection with Eldamain Road, the eastbound and westbound approaches each provide an exclusive left-turn lane, one through lane, and a dedicated right-turn lane. Galena Road is under the jurisdiction of the Kendall County Highway Department and does not have a posted speed limit. For the purposes of this study, it is assumed to operate with a speed limit of 55 MPH. Galena Road has an AADT of 6,800 vehicles, based on an IDOT count from 2019. Existing Grundy Access is a private driveway serving the Grundy Redi-Mix facility on the southwest quadrant of Eldamain Road and Corneils Road. This driveway provides a shared left-turn/right-turn lane and operates under minor-leg stop control at its intersection with Eldamain Road. 2.3. Existing Traffic Volumes The current state of area traffic conditions has been affected by the COVID-19 pandemic, resulting in changes to daily travel behaviors. Traffic volumes throughout the region have therefore been impacted and require a comparison against historical data to provide a more reliable basis for traffic analyses. This section describes how baseline traffic volumes were derived. Sam Schwartz conducted intersection turning movement counts (TMCs) in July 2021 at the following locations:  Eldamain Road/Ashe Road and Galena Road  Eldamain Road and Corneils Road Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 6  Eldamain Road and Existing Grundy Access  Eldamain Road and US 34 Counts were performed during the weekday morning and weekday evening periods (6:00-9:00AM and 3:00-6:00PM) to coincide with the peak activity on the area roadway network. Counts for the three southern intersections were obtained on a Wednesday and counts at Eldamain Road and Galena Road were obtained on the following Tuesday. The counts showed only minor volume differences along Eldamain Road. Based on the resulting count data, peak hours occurred from 7:30-8:30AM and from 3:15-4:15PM during the weekday morning and weekday evening peak periods, respectively. The 2021 counts show that northbound and eastbound traffic volumes are generally higher in the morning peak hour, whereas southbound and westbound traffic volumes are higher in the evening peak hour, suggesting a commuter travel pattern for residential areas to the south and west. Overall traffic in the area is heavier in the evening peak hour than the morning peak hour, particularly along US 34. To supplement the peak period counts and account for the current pandemic, Sam Schwartz obtained historical Average Daily Traffic (ADT) data on Ashe Road and US 34 from the IDOT website for the most recent reporting years (2018 for Ashe Road and 2019 for US 34). Sam Schwartz sorted the historical data by hour and selected the peak bidirectional traffic volumes during both the weekday morning and evening peak periods. These volumes were compared to the peak hour volumes collected as a part of this study’s data collection effort during the morning and evening peak periods. The volumes are summarized in Table 1. Table 1. Bidirectional Traffic Volume Comparison Roadway Peak Hour Field-Collected Bidirectional Traffic Volume [A]1 Historical Bidirectional Traffic Volume [B]2 Variance ሾ𝐴ሿ െ ሾ𝐵ሿ ሾ𝐴ሿ ൈ 100 Growth Factor Ashe Road AM 435 475 -9.2% 1.09 PM 568 537 5.5% 0.95 US 34 AM 1,031 883 14.4% 0.86 PM 1,739 1,682 3.3% 0.97 1 Represents Bidirectional Volume data collected by Sam Schwartz, Year 2021. 2 Represents IDOT Bidirectional Volume collected in 2018 and 2019. As shown above, 2021 hourly weekday volumes on the analyzed roadways were generally found to be up to 14 percent higher than historical counts. The one exception is along Ashe Road during the morning peak hour. Given the results of the comparison in Table 1, the traffic volumes on most study roadways were not adjusted to account for pandemic-related reductions in travel. However, a 1.09 growth factor was applied to all movements to and from the north leg of Ashe Road at Galena Road in the morning peak hour. This same growth factor was also applied to all through movements along Eldamain Road, since historical hourly bidirectional counts were not available on this roadway. The volume network was balanced where applicable throughout the study area. Based on these assumptions, a baseline Year 2021 volume network was established. The resulting traffic volumes at Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 7 each intersection during the weekday morning and weekday evening peak hours are illustrated in Figure 2. Summaries of the raw TMC counts and the historical IDOT ADT data are contained in the Appendix. SITESITE Figure 2 Existing Traffic Volumes N Not to Scale Corneils Rd.Existing Farm Access Eldamain Rd.Ashe Rd.10 (35) – (–) 10 (5)5 (5)165 (385)– (–)(–) – (–) – (–) –(270) 295(25) 20(–) –160 (410)15 (10)(10) 5 (15) 15 (280) 300(5) 5Galena Rd. 55 (100) 65 (155) 10 (10)5 (5)80 (260)50 (110)(90) 115 (30) 35 (50) 100 (150) 215(85) 75(40) 15US Route 34 30 (105) 255 (620) 85 (90)100 (130)35 (115)80 (265)(545) 495 (60) 35 (170) 150 (50) 75(70) 65(75) 20(3:15 - 4:15 pm) (xx) = Existing/Assumed Stop Sign = Weekday PM Peak Hour (7:30 - 8:30 am) xx = Weekday AM Peak Hour – = Less than Five Vehicles = Existing Traffic Signal Existing Grundy Access Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 9 2.4. Existing Intersection Operations The operational effectiveness of transportation facilities is measured in terms of Level of Service (LOS). LOS ranges from LOS A to LOS F, with LOS A being the best level of operation for an intersection and LOS F being the worst. LOS A represents free-flow conditions where motorists experience a high level of comfort and convenience. LOS E represents saturated or at-capacity conditions, and LOS F represents oversaturated conditions. LOS at a signalized intersection is defined in terms of average control delay (measured in seconds per vehicle), which is the portion of total delay experienced by a motorist that is attributable to the traffic signal. LOS A describes operations with minimal delays (up to 10 seconds per vehicle on average), while LOS F describes operations with delays in excess of 80 seconds per vehicle. At intersections with long cycle lengths, the quantity of red time that is allocated to an approach or movement may near or exceed that 80-second threshold, increasing the likelihood of poor LOS. The LOS criteria for signalized intersections, as defined in the Highway Capacity Manual, Sixth Edition (HCM), are provided in Table 2. Table 2. LOS Criteria for Signalized Intersections Level of Service (LOS) Average Delay Volume-to-Capacity (v/c) Ratio A ≤ 10.0 seconds < 1.0 B > 10.0 and ≤ 20.0 seconds < 1.0 C > 20.0 and ≤ 35.0 seconds < 1.0 D > 35.0 and ≤ 55.0 seconds < 1.0 E > 55.0 and ≤ 80.0 seconds < 1.0 F > 80.0 seconds ≥ 1.0 Transportation Research Board. Highway Capacity Manual, Sixth Edition. For unsignalized intersections, total delay (measured in seconds per vehicle) is defined as the total elapsed time from the moment a vehicle stops at the back of the queue until the vehicle departs from the stop bar on the stop-sign controlled approach. This includes the time required for the vehicle to travel from the last-in-queue to the first-in-queue position. The LOS criteria for unsignalized intersections, as defined in the HCM, are summarized in Table 3. Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 10 Table 3. LOS Criteria for Unsignalized Intersections Level of Service (LOS) Average Delay Volume-to-Capacity (v/c) Ratio A ≤ 10.0 seconds < 1.0 B > 10.0 and ≤ 15.0 seconds < 1.0 C > 15.0 and ≤ 25.0 seconds < 1.0 D > 25.0 and ≤ 35.0 seconds < 1.0 E > 35.0 and ≤ 50.0 seconds < 1.0 F > 50.0 seconds ≥ 1.0 Transportation Research Board. Highway Capacity Manual, Sixth Edition. Capacity analysis was performed to analyze the study intersections for the weekday peak hours using Synchro 10 capacity analysis software. For the signalized intersection, Synchro’s Lanes, Volumes, and Timings reports were utilized. The HCM 6th Edition report was referenced for unsignalized study intersections. The results for each study intersection under existing conditions are summarized in Table 4. Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 11 Table 4. Existing (Year 2021) Levels of Service Intersection Weekday Morning Peak Weekday Evening Peak Delay (s/veh) LOS Delay (s/veh) LOS Eldamain Road / Galena Road1 Eastbound 13.7 B 15.6 B Westbound 14.5 B 18.7 B Northbound 20.8 C 16.9 B Southbound 16.9 B 25.3 C Intersection 17.0 B 20.0 C Eldamain Road / Corneils Road2 Eastbound 11.5 B 14.9 B Westbound 11.3 B 17.7 C Northbound Left Turn 7.5 A 8.2 A Southbound Left Turn 7.9 A 8.2 A Eldamain Road / Existing Grundy Access2 Eastbound 13.4 B 17.8 C Northbound Left Turn 8.5 A 9.7 A Eldamain Road / US 341 Eastbound 25.0 C 25.9 C Westbound 24.4 C 29.6 C Northbound 17.2 B 21.6 C Southbound 13.1 B 16.6 B Intersection 22.2 C 24.8 C 1Signalized Intersection 2Two-Way Stop-Controlled Intersection As shown above, existing traffic operations are shown to be acceptable at LOS D or better for all approaches. Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 12 03. Future Conditions In order to evaluate future intersection operations, traffic volumes were forecasted for a “build-plus-five” design year. With the expectation that the proposed redevelopment would be completed by Year 2027, a Year 2032 design year was utilized. Future traffic forecasting was based on two main factors: background traffic growth and trips generated by the proposed development. Based on the resulting projections, capacity analyses were prepared to evaluate future operational conditions with and without completion of the greenhouse facility. The findings and resulting recommendations are discussed in this section of the report. 3.1. Eldamain Road Extension Plans Eldamain Road was recently reconstructed from Galena Road to south of Corneils Road. Construction on a new Eldamain Road bridge to extend this roadway across the Fox River started in 2021 and is estimated to be complete in 2023. Both projects are part of a multi-phase regional Kendall County plan to extend Eldamain Road south to ultimately connect to Walker Road via Lisbon Road and provide a strategic north-south travel corridor through the County. 3.2. No-Build Traffic Volumes In order to estimate future background traffic for the Year 2032 design horizon, Year 2050 Average Daily Traffic (ADT) projections were obtained from the Chicago Metropolitan Agency for Planning (CMAP) for the roadways within the study area. The CMAP traffic model projects Eldamain Road will carry approximately 12,700 vehicles per day past the site by 2050 when considering completion of the corridor extension project. Based on the projections provided, compounded annual growth rates were derived for each roadway, as summarized below:  Eldamain Road: 1.54%  Galena Road: 1.87%  Corneils Road: 1.56%  US Route 34: 1.24% The growth rate calculated for Eldamain Road was applied to all existing volumes on Eldamain Road, as well as all turning movements onto this roadway, over a period of 11 years. The growth rates calculated for Galena Road and US 34 were applied to their respective through movements. The resulting volumes were balanced across the study area and added to existing volumes to yield Year 2032 No-Build traffic projections, illustrated on Figure 3. Previously the City of Plano indicated that there are plans to extend Miller Road to connect between Rock Creek Road and Eldamain Road at its existing intersection with Corneils Road. However, given there is no timeline or funding yet associated with this project, this planned improvement was not included in the future analysis. As such, no improvements other than those recommended as a part of this study are included in future Year 2032 conditions. Figure 3 Future No Build (Year 2032) Traffic Volumes N Not to Scale Existing Grundy Access SITESITE Corneils Rd.Existing Farm Access Eldamain Rd.Ashe Rd.10 (40) – (–) 15 (5)5 (5)200 (470)– (–)(–) – (–) – (–) –(320) 350(30) 25(–) –195 (500)15 (10)(10) 5 (15) 15 (335) 360(5) 5Galena Rd. 65 (125) 80 (190) 10 (10)5 (5)100 (315)60 (130)(110) 140 (35) 40 (60) 120 (180) 255(100) 90(45) 20US Route 34 35 (125) 290 (710) 100 (105)115 (155)40 (135)95 (310)(625) 565 (70) 40 (200) 180 (60) 90(85) 75(90) 25(3:15 - 4:15 pm) (xx) = Existing/Assumed Stop Sign = Weekday PM Peak Hour (7:30 - 8:30 am) xx = Weekday AM Peak Hour – = Less than Five Vehicles = Existing Traffic Signal Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 14 3.3. Site Development Plan As proposed, the site would contain a four-module industrial greenhouse building totaling approximately 1.80 million square feet with approximately 292 parking spaces. Access to the site is proposed via a single 25-foot-wide access drive to Corneils Road approximately 760 feet east of its intersection with Eldamain Road. Corneils Road will be reconstructed between Eldamain Road and the Site Access drive to consist of one 12-foot lane in each direction and a 4-foot shoulder on each side. A conceptual site plan illustrating the access location and the internal traffic circulation can be found in the Appendix. 3.4. Trip Generation Site-generated trip projections would typically be calculated using the Institute of Transportation Engineers (ITE) manual Trip Generation, 11th Edition. However, there is no similar land use code available for the proposed use in the ITE manual. Trip generation surveys were, therefore, performed at a comparable greenhouse facility currently occupied by the same prospective tenant in Rochelle, Illinois, and used to derive traffic projections for the proposed Yorkville facility. Data collection consisted of 72- hour bi-directional lane volume counts Tuesday through Thursday at the existing facility’s access drives. Trip generation rates were derived from the survey data at this model site. Passenger vehicle trip rates were calculated using the employee count at the model site (40 employees). Based on information from the client, truck trip rates were derived per module using an assumption of 50 trucks daily (100 trips) for the proposed four-module site, which is similar to the rate of truck trips counted at the Rochelle site. Projected peak hour truck trip rates were then calculated according to the percentage of total daily truck traffic seen in each of these hours at the model site. A summary of the resulting trip rates is provided in Table A in the Appendix. The proposed site in Yorkville is expected to have two different shifts for hourly workers, each with 120 employees, as well as 21 additional non-hourly employees. Since the model site in Rochelle has only one shift of 40 employees, peak hour passenger vehicle trips were calculated differently for the two peak hours. Weekday morning peak hour trips were calculated by applying the derived weekday morning passenger vehicle trip rate to an employee count of 141—assumed to be the first shift employee count of 120 and the 21 non-hourly workers. Weekday evening peak hour trips were calculated to account for the overlapping departure of the first shift and non-hourly workers and the arrival of the second shift. Trips generated using the weekday morning passenger vehicle trip rate for 120 employees (assumed to account for the employees arriving for the second shift) were therefore added to the trips generated using the weekday evening passenger vehicle trip rate for 141 employees (assumed to account for both the non-hourly employees and the hourly employees leaving after the first shift). Table B in the Appendix provides a summary of these calculations. The resulting projected site-generated traffic volumes are shown in Table 5. Vehicle trips were rounded to the nearest five vehicles. Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 15 Table 5. Site-Generated Trips Land Use Vehicle Type Independent Variable Daily AM Peak Hour PM Peak Hour IN OUT TOTAL IN OUT TOTAL Greenhouse1 1,803,100 SF Cars 261 employees 1,080 75 20 95 75 45 120 Trucks 4 modules 100 5 - 5 - 5 5 Total 1,180 80 20 100 75 50 125 1Trips generated are based on counts from a similar existing facility in Rochelle, IL. As shown, the proposed development is expected to generate 100 total trips during the morning peak hour of adjacent street traffic and 125 trips in the evening peak hour. Approximately five trucks are projected in or out of the site during these typical peak hours. Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 16 3.5. Directional Distribution The directional distribution of site-generated traffic is a function of several variables, including existing travel patterns, characteristics of the area street network and traffic control, and peak hour congestion within the study area. The resulting percentages are a best estimate using engineering judgment, familiarity with the area, and logical travel paths to likely origins and destinations for site users. Due to the pavement section and condition of Corneils Road, limited site traffic is expected to route via Corneils Road. This results in a more conservative evaluation of traffic operation along Eldamain Road. The anticipated directional distribution for passenger vehicle and truck trips to and from the site is shown in Figure 4. It should be noted that there are truck restrictions on Ashe Road north of Galena Road which will prevent trucks from continuing to the north along this route. 3.6. Trip Assignment & Build Traffic Volumes Trips generated by the proposed development were assigned to the street network based on the total trip generation estimates and the estimated trip distribution. The resulting trip assignments for passenger vehicles and trucks are shown in Figures 5 and 6, respectively. Site-generated trip projections were then added to the No-Build (Year 2032) conditions to obtain Build Year 2032 future traffic projections, illustrated in Figure 7. Figure 4 Directional DistributionSite AccessN Not to Scale xx% = Percent Distribution - Passenger Vehicles = Existing/Assumed Stop Sign (xx%)= Percent Distribution - Trucks = Future/Proposed Stop Sign = Existing Traffic Signal Existing Grundy Access SITESITE Corneils Rd.Existing Farm Access Eldamain Rd.Ashe Rd.Galena Rd. US Route 34 15% (10%) 40% (35%) 10% (–) – (55%)35%(–)760’ – (5)20 (40)Figure 5 Site Trips - Passenger VehiclesSite AccessN Not to Scale (xx) = Existing/Assumed Stop Sign = Weekday PM Peak Hour xx = Weekday AM Peak Hour – = Less than Five Vehicles = Future/Proposed Stop Sign = Existing Traffic Signal SITESITE Corneils Rd.Existing Farm Access Existing Grundy Access Eldamain Rd.Ashe Rd.15 (25) – (–) 5 (15) – (–) 10 (10)25 (25)– (–)– (–)(–) – (–) – (–) – (–) – (65) 65 (–) –(40) 40(–) –15 (25)– (–)(–) – (–) –(40) 40(–) –Galena Rd. – (–) – (–) – (–)– (–)25 (25)– (–)(–) – (–) – (–) –(15) 5(–) –(–) –US Route 34 – (–) – (–) 30 (30)10 (20)– (–)5 (5)(–) – (–) – (10) 10 (–) –(–) –(–) – Figure 6 Site Trips - Trucks N Not to Scale – (–)– (5)Site Access(xx) = Existing/Assumed Stop Sign = Weekday PM Peak Hour xx = Weekday AM Peak Hour – = Less than Five Vehicles = Future/Proposed Stop Sign = Existing Traffic Signal SITESITE Corneils Rd.Existing Farm Access Existing Grundy Access Eldamain Rd.Ashe Rd.– (–) – (–) – (5) – (–) – (–)5 (–)– (–)– (–)(–) – (–) – (–) – (–) – (–) 5 (–) –(–) –(–) –– (–)– (–)(–) – (–) –(–) –(–) –Galena Rd. 5 (–) – (–) – (–)– (–)– (–)– (–)(–) – (–) – (–) –(–) –(5) –(–) –US Route 34 – (–) – (–) – (–)– (–)– (–)– (–)(–) – (–) – (–) –(–) –(–) –(–) – Figure 7 Future Build (Year 2032) Traffic Volumes N Not to Scale – (5)20 (45)Site Access(xx) = Existing/Assumed Stop Sign = Weekday PM Peak Hour xx = Weekday AM Peak Hour – = Less than Five Vehicles = Future/Proposed Stop Sign = Existing Traffic Signal SITESITE Corneils Rd.Existing Farm Access Existing Grundy Access Eldamain Rd.Ashe Rd.25 (65) – (–) 20 (25) 25 (45) 10 (10)35 (30)200 (470)– (–)(–) – (–) – (–) – (35) 30 (65) 70 (320) 350(70) 65(–) –210 (525)15 (10)(10) 5 (15) 15 (375) 400(5) 5Galena Rd. 70 (125) 80 (190) 10 (10)5 (5)125 (340)60 (130)(110) 140 (35) 40 (60) 120 (195) 260(105) 90(45) 20US Route 34 35 (125) 290 (710) 130 (135)125 (175)40 (135)100 (315)(625) 565 (70) 40 (210) 190 (60) 90(85) 75(90) 25 Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 21 3.7. Future Intersection Operations Capacity analyses were conducted using Synchro 11 software to assess future traffic operation both with and without the proposed development. The results of these analyses for No-Build and Build conditions are detailed in the following sections. No-Build (Year 2032) Conditions To assess the impact of background traffic on operations within the study area, capacity analyses were performed for the Year 2032 No-Build conditions. As noted previously, no planned geometric improvements were incorporated into the analysis of Future No-Build conditions due to a lack of programmed funding and timeline for those improvements. Based on this assumption, area traffic operations for this scenario are projected as shown in Table 6. Table 6. No-Build (Year 2032) Levels of Service Intersection Weekday Morning Peak Weekday Evening Peak Delay (s/veh) LOS Delay (s/veh) LOS Eldamain Road / Galena Road1 Eastbound 14.7 B 16.5 B Westbound 15.9 B 20.3 C Northbound 22.4 C 17.6 B Southbound 17.9 B 28.3 C Intersection 18.3 B 21.8 C Eldamain Road / Corneils Road2 Eastbound 12.7 B 17.4 C Westbound 12.2 B 22.6 C Northbound Left Turn 7.6 A 8.5 A Southbound Left Turn 8.1 A 8.4 A Eldamain Road / Existing Grundy Access2 Eastbound 15.2 C 21.6 C Northbound Left Turn 8.7 A 10.3 B Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 22 Intersection Weekday Morning Peak Weekday Evening Peak Delay (s/veh) LOS Delay (s/veh) LOS Eldamain Road / US 341 Eastbound 25.6 C 26.7 C Westbound 25.2 C 30.8 C Northbound 19.4 B 25.3 C Southbound 14.0 B 22.1 C Intersection 23.0 C 27.0 C 1Signalized Intersection 2Two-Way Stop-Controlled Intersection As shown in the table, all intersection approaches are projected to continue to operate at LOS C or better during the morning and evening peak hours under Future No-Build conditions. Build (Year 2032) Conditions With construction of the proposed development project, some improvement measures were identified to promote safe and efficient traffic operation:  A northbound right-turn lane should be constructed on Eldamain Road at its intersection with Corneils Road. The projected peak hour traffic volumes were plotted on the chart shown on “Exhibit 4. Right Turn Lane Requirements” of the Kendall County Highway Department’s Highway Access Regulation Ordinance. As shown in Figure 8, the projected volumes meet threshold criteria to warrant a northbound right-turn deceleration lane at this intersection. Based on a 45 MPH posted speed limit and 50 MPH design speed, the dedicated right-turn lane should provide a 215-foot storage bay and a 220-foot taper in accordance with Figure 36-3.I of IDOT’s BDE manual. The westbound approach at this intersection should continue to operate under minor-leg stop control.  The Site Access driveway should operate under minor-leg stop control and provide a single inbound lane and one outbound lane. The capacity analyses for Year 2032 Build traffic conditions based on these recommendations and assumptions are presented in Table 7. Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 23 Figure 8. Northbound Right-Turn Lane Warrant for Eldamain Road and Corneils Road “Exhibit 4: Right Turn Lane Requirements” chart is taken from the Kendall County Highway Department’s Highway Access Regulation Ordinance. Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 24 Table 7. Build (Year 2032) Levels of Service Intersection Weekday Morning Peak Weekday Evening Peak Delay (s/veh) LOS Delay (s/veh) LOS Eldamain Road / Galena Road1 Eastbound 14.8 B 16.7 B Westbound 15.9 B 20.7 C Northbound 22.6 C 17.9 B Southbound 19.5 B 30.5 C Intersection 18.7 B 22.8 C Eldamain Road / Corneils Road2 Eastbound 14.0 B 18.1 C Westbound 13.7 B 21.9 C Northbound Left Turn 7.6 A 8.4 A Southbound Left Turn 8.6 A 8.3 A Eldamain Road / Existing Grundy Access2 Eastbound 16.1 C 21.7 C Northbound Left Turn 8.8 A 10.2 B Eldamain Road / US 341 Eastbound 25.7 C 27.0 C Westbound 24.2 C 30.5 C Northbound 19.6 B 25.1 C Southbound 14.0 B 21.3 C Intersection 22.8 C 26.8 C Corneils Road / Site Access2 Eastbound Left Turn 7.5 A 7.5 A Southbound 8.7 A 9.1 A 1Signalized Intersection 2Two-Way Stop-Controlled Intersection As shown in the table, all intersection approaches are projected to continue to operate at LOS C or better during the morning and evening peak hours after completion of the proposed development. Traffic Impact Study – Proposed Industrial Greenhouse Building March 30, 2022 samschwartz.com Page 25 04. Recommendations and Conclusions Based on the analyses detailed in this report, the following recommendations were identified for the study intersections under Future Build (Year 2032) traffic conditions:  A northbound right-turn lane providing a 215-foot storage bay and a 220-foot taper should be constructed on Eldamain Road at its intersection with Corneils Road.  The Site Access driveway should operate under minor-leg stop control and provide a single inbound lane and one outbound lane. With implementation of these recommendations, it is anticipated that site-generated traffic would be adequately accommodated within the study area. samschwartz.com Page 26 APPENDIX Concept Site Plan 2050 CMAP Traffic Projections IDOT ADT Counts Trip Generation Counts Trip Generation Derived Rates Capacity Analysis Results Raw Traffic Data samschwartz.com Concept Site Plan OHOH OHOOOOOOOH OHOH OHOOOOOOH OHOH OHOOOOOOH OHOH OHOHOOOHOHOOOHH OHOH OHOOHOOH OHOHOOOOO OHOH OHOH OHOH OH OH OHOOOOOOOOOOOHOOOOO HHOHOH OHOH OHOOH OHOH OHOH OH OHHHHHHHHHOHOOOOHOOHHHHxxxxxxHOHHOOHHOOHOOOHHOOOHHHOOHHOOHHHOHHOOHHOOOOOOHOOOHOOOHHHHHOOOOOHHOOHHOHOOOHHHOOHHOOOHHHOOHHOOOHHHOOHHHHOOHHOOHHHOOOHOOHHOOOHHHHHHOOOOOOOOHHHHHOOOHHHOOOOOOHHHHHHOOOOHHHHHOOHHHHHHHHOOOOOOOOOOOOOOOOOOOOHH xOHHOHOHOHHHOHHHOHOOOHOHOHHHOOHOHHOOHOHOHOHOHOHOHHHOHOOHOHOOHHOHO OHHOOOOOHOHHHHHHHHHHOOOOOOOOOOO HHHHHOHOHHOHOOHOHOOOOOOHOHOHOHOHOHOOOOOHOHOHOHOHHHHHHOHOHOHOHOHHOHOHOHOHOHOHOHOOHOHOHOHOHOOOOOHOHOHOHHHO HHHHHOOOOOOOOOO STORMWATER DETENTION BASINWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W WWWSIGNHEADHOUSE #1146,500 S.F.RAINWATERDETENTIONBASINFOR RE-USERAINWATERDETENTIONBASINFOR RE-USEMODULE #2368,900 S.F.MODULE #1368,900 S.F.STORMWATERDETENTION BASINHEADHOUSE CONNECTOR34,500 S.F.HEADHOUSE #2146,500 S.F.MODULE #4368,900 S.F.MODULE #3368,900 S.F.GREENHOUSE #1GREENHOUSE #2446.19'826.77'GREENHOUSE #1GREENHOUSE #2446.19'826.77'GREENHOUSE #1GREENHOUSE #2446.19'826.77'GREENHOUSE #1GREENHOUSE #2446.19'826.77'9'x18' PARKING SPACES (TYP.)285 EMPLOYEE + 7 ACCESSIBLE(INCL. 2 VAN) = 292 TOTAL236.22'620.08'236.22'620.08'220'103.35'103.35'426.69'RAINWATERDETENTIONBASINFOR RE-USERAINWATERDETENTIONBASINFOR RE-USEWWWWWWWWWWWWWWWWWWWWWWW SSSSSSSSSSSSSSSSSSSSSSS GRAVEL ROAD FOR MAINTENANCE &FIRE PROTECTION ACCESS- SEE DETAIL100'100'FIRETRUCKTURN-AROUNDAREA25'SANITARYSEWERLATERALDOCK AREAREINFORCEDCONCRETE PAD25'UEUEUE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UEUE GAS LINEUNDERGROUNDELECTRIC LINESSSSSSSSSWELL LOCATION25'GAS LINE25' SANITARY SEWEREASEMENT40' RIGHT-OF-WAY (TO BE DEDICATED) 15' UTILITY EASEMENT 30' BUFFER YARD w/BERM 15' UTILITYEASEMENT30' BUFFERYARD w/BERM30' BUFFER YARD6 EXTERNALLOADING BERTHS40' RIGHT-OF-WAY(TO BE DEDICATED)15' UTILITYEASEMENT SHADE TREES@ 30' o.c.IN BUFFER YARDTRASHDUMPSTERS6 EXTERNALLOADING BERTHSDOCK AREAREINFORCEDCONCRETE PADTRASHDUMPSTERS25'30' BUFFER YARD w/BERM 30' BUFFERYARD w/BERM15' UTILITYEASEMENTGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGN120 120 240 FT0HORIZONTAL SCALE: 1 INCH = 120 FEETLEGENDSTORMWATERDETENTIONBASINRAINWATERDETENTIONBASIN(FOR RE-USE)109 MONROE STREETSELINSGROVE, PA 17870PHONE: 888.987.1993www.liviccivil.comSUITE 70PREPARED FORLOCATIONYORKVILLE, ILBRIGHTFARMS, INC.CITY OF YORKVILLE, KENDALL COUNTY, ILLINOISFEBRUARY 24, 2022CONCEPT PLANPLANO & YORKVILLE, IL USGS QUADSSCALE: AS SHOWNPROJECT LOCATION MAPNSITE LOCATIONSITE DATAGROSS LAND AREA 5,226,970 S.F. (119.995 Ac.)IMPERVIOUS SURFACESBUILDINGS GREENHOUSES (368,900 x 4) 1,475,600 S.F.HEADHOUSES (146,500 x 2) 293,000 S.F.HEADHOUSE CONNECTOR 34,500 S.F.1,803.100 S.F.PARKING AREA 84,610 S.F.MACADAM DRIVES AND DOCK AREAS 183,160 S.F.GRAVEL ROAD 96,910 S.F.2,198,200 S.F. (50.465 Ac.)RATIO OF IMPERVIOUS COVERAGE TO TOTAL LAND AREAALLOWABLE = 0.85 ACTUAL = 2,198,200 / 5,226,970 = 0.42PARKINGREQUIRED PARKING PER ZONING CODE- 0.3 SPACES PER 1,000 S.F. OF FLOOR AREA0.3 x 1,803,100 / 1,000 = 541 SPACESACTUAL SPACES SUPPLIED- 60 EMPLOYEES / MODULE / SHIFT (PER BRIGHT FARMS) (60x4) = 240+ OVERFLOW DURING SHIFT CHANGE AND VISITORS 52 292INCLUDES ADA REQUIREMENT OF 7(5 REGULAR + 2 VAN) ACCESSIBLE SPACESLOADING BERTHSREQUIRED PER ZONING CODE- 2ACTUAL SUPPLIED- 12 - 15' x 75' (EXTERNAL) samschwartz.com 2050 CMAP Traffic Projections From:Kathleen Murphy To:Jose Rodriguez Subject:Traffic Projections Request - Plano, IL Date:Tuesday, August 3, 2021 5:13:00 PM Attachments:image001.pngSite Location Aerial.jpg Hello Jose – We are working on a traffic study for a proposed industrial development in Plano, IL. I’ve attached an aerial showing the location of the site, which is at the northwest quadrant of Eldamain and Corneils Roads. In order to derive a growth rate for these roadways, we are requesting Year 2050 ADT projections for the following: Eldamain Road: 7,900 (Year 2019, IDOT) Galena Road: 6,800 (Year 2015, IDOT) Corneils Road: 1,300 (Year 2019, IDOT) US Route 34: 15,000 (Year 2019, IDOT) Additionally, we are aware that there is a proposed extension of Eldamain Road south of our study area that includes a new bridge over the Fox River and is slated to be constructed in 2022/2023. We just want to make sure that is included in your model for determining growth projections. Thanks you for your help and let me know if you need any additional information. Thanks! Kathleen Kathleen Murphy, PE Transportation Engineer pronouns: she/her kmurphy@samschwartz.com direct: 312.736.2539 office: 773.305.0800 223 W. Jackson Blvd, Suite 1101 Chicago, IL 60606 samschwartz.com Sign up for our newsletters THIS MESSAGE IS CONFIDENTIAL AND MAY CONTAIN PRIVATE INFORMATION. IT IS INTENDED ONLY FOR THE INDIVIDUAL[S] NAMED HEREIN. IF YOU ARE NOT THE NAMED ADDRESSEE[S] DELETE THIS EMAIL IMMEDIATELY. DO NOT DISSEMINATE, DISTRIBUTE OR COPY. SAM SCHWARTZ IS NOT RESPONSIBLE FOR ANY DAMAGES ARISING FROM THE UNAUTHORIZED USE OF THIS MESSAGE BY UNINTENDED RECIPIENTS. TRAFFIC FORECAST RECORD Record Number: ke-04-21 Type of Report: Projection Year Sought: 2050 Analyst: JAR Organization requesting forecast: Sam Schwartz Engineering Contact: Kathleen Murphy, P.E. Email or Phone kmurphy@samschwartz.com Sponsor: IDOT Date request was received: August 3, 2021 Date that response was emailed: August 4, 2021 Facility Location: Eldamain Road @ Corneils Road Municipality: Plano August 4, 2021 Kathleen Murphy, P.E. Transportation Engineering Sam Schwartz Engineering 223 West Jackson Boulevard Suite 1101 Chicago, IL 60606 Subject: Eldamain Road @ Corneils Road IDOT Dear Mr. Murphy: In response to a request made on your behalf and dated August 3, 2021, we have developed year 2050 average daily traffic (ADT) projections for the subject location. ROAD SEGMENT Current ADT Year 2050 ADT Eldamain Road 7,900 12,700 Galena Road 6,800 13,000 Corneils Road 1,300 2,100 US 34 15,000 22,000 Traffic projections are developed using existing ADT data provided in the request letter and the results from the June 2021 CMAP Travel Demand Analysis. The regional travel model uses CMAP 2050 socioeconomic projections and assumes the implementation of the ON TO 2050 Comprehensive Regional Plan for the Northeastern Illinois area. The provision of this data in support of your request does not constitute a CMAP endorsement of the proposed development or any subsequent developments. If you have any questions, please call me at (312) 386-8806. Sincerely, Jose Rodriguez, PTP, AICP Senior Planner, Research & Analysis cc: Rios (IDOT) 2021_CY_TrafficForecast\Plano\ke-04-21\ke-04-21.docx samschwartz.com IDOT ADT Counts Location ID Start Date 7/16/2019 Type End Date 7/17/2019 Functional Class Start Time 12:00 AM Located On End Time 12:00 AM Between Direction 2‐WAY Direction Notes Community Count Source US 34 MPO_ID File Name D3Submittal13a‐047.mdb HPMS ID Weather Agency Study Owner idotco QC Status Accepted 00:00 ‐ 01:00 01:00 ‐ 02:00 02:00 ‐ 03:00 03:00 ‐ 04:00 04:00 ‐ 05:00 05:00 ‐ 06:00 06:00 ‐ 07:00 07:00 ‐ 08:00 08:00 ‐ 09:00 09:00 ‐ 10:00 10:00 ‐ 11:00 11:00 ‐ 12:00 12:00 ‐ 13:00 13:00 ‐ 14:00 14:00 ‐ 15:00 15:00 ‐ 16:00 16:00 ‐ 17:00 17:00 ‐ 18:00 18:00 ‐ 19:00 19:00 ‐ 20:00 20:00 ‐ 21:00 21:00 ‐ 22:00 22:00 ‐ 23:00 23:00 ‐ 24:00 TOTAL 817 680 548 264 179 17459 1168 1181 1352 1285 1277 1016 798 883 939 1040 1107 1128 109 71 74 233 521 661 Interval: 60 mins Time Hourly Count 128 NEEDHAM RD AND ELDAMAIN RD 2‐WAY PLANO Illinois DOT Location Info Count Data Info 047 0177 LINK 3 SOUTH ST Location ID Start Date 6/14/2018 Type End Date 6/15/2018 Functional Class Start Time 12:00 AM Located On End Time 12:00 AM Between Direction 2‐WAY Direction Notes Community Count Source ASHE RD MPO_ID File Name D1Submittal13d‐045.mdb HPMS ID Weather Agency Study Owner idotco QC Status Accepted 00:00 ‐ 01:00 01:00 ‐ 02:00 02:00 ‐ 03:00 03:00 ‐ 04:00 04:00 ‐ 05:00 05:00 ‐ 06:00 06:00 ‐ 07:00 07:00 ‐ 08:00 08:00 ‐ 09:00 09:00 ‐ 10:00 10:00 ‐ 11:00 11:00 ‐ 12:00 12:00 ‐ 13:00 13:00 ‐ 14:00 14:00 ‐ 15:00 15:00 ‐ 16:00 16:00 ‐ 17:00 17:00 ‐ 18:00 18:00 ‐ 19:00 19:00 ‐ 20:00 20:00 ‐ 21:00 21:00 ‐ 22:00 22:00 ‐ 23:00 23:00 ‐ 24:00 TOTAL 189 163 136 79 52 5654 223 311 458 537 577 388 475 326 211 202 196 215 25 50 40 120 259 385 Interval: 60 mins Time Hourly Count 37 Jericho Rd AND BASELINE RD 2‐WAY ‐ Illinois DOT Location Info Count Data Info 045 3408 LINK 4 Ashe Rd samschwartz.com Trip Generation Counts Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: S. Caron Rd.@East AccessSite Code:Start Date: 07/27/2021Page No: 1Direction (Southbound)Start TimeLightsMediumsArticulated TrucksTotal07/27/2021 12:00 AM000012:15 AM000012:30 AM000012:45 AM00001:00 AM00001:15 AM00001:30 AM00001:45 AM00002:00 AM00002:15 AM00002:30 AM00002:45 AM20023:00 AM00003:15 AM10013:30 AM10013:45 AM20024:00 AM00004:15 AM00004:30 AM00004:45 AM10015:00 AM00005:15 AM10015:30 AM00005:45 AM00006:00 AM00006:15 AM00006:30 AM00006:45 AM00007:00 AM00007:15 AM00007:30 AM20027:45 AM00008:00 AM10018:15 AM00008:30 AM60068:45 AM30039:00 AM00009:15 AM00009:30 AM0000 9:45 AM000010:00 AM100110:15 AM000010:30 AM000010:45 AM100111:00 AM000011:15 AM100111:30 AM200211:45 AM000012:00 PM000012:15 PM100112:30 PM000012:45 PM00001:00 PM00001:15 PM00001:30 PM10011:45 PM00002:00 PM00002:15 PM00002:30 PM00002:45 PM00003:00 PM00003:15 PM00003:30 PM00003:45 PM00004:00 PM00004:15 PM00004:30 PM00004:45 PM10015:00 PM00005:15 PM00005:30 PM00005:45 PM00006:00 PM00006:15 PM00006:30 PM00006:45 PM00007:00 PM00007:15 PM00007:30 PM00007:45 PM00008:00 PM00008:15 PM00008:30 PM10018:45 PM00009:00 PM00009:15 PM00009:30 PM00009:45 PM000010:00 PM000010:15 PM000010:30 PM0000 10:45 PM000011:00 PM000011:15 PM000011:30 PM100111:45 PM000007/28/2021 12:00 AM000012:15 AM000012:30 AM000012:45 AM00001:00 AM00001:15 AM00001:30 AM00001:45 AM00002:00 AM00002:15 AM00002:30 AM00002:45 AM20023:00 AM00003:15 AM10013:30 AM10013:45 AM20024:00 AM10014:15 AM10014:30 AM00004:45 AM00005:00 AM10015:15 AM00005:30 AM00005:45 AM10016:00 AM10016:15 AM00006:30 AM00006:45 AM00007:00 AM10017:15 AM00007:30 AM20027:45 AM10018:00 AM10018:15 AM20028:30 AM40048:45 AM30039:00 AM10019:15 AM20029:30 AM00009:45 AM000010:00 AM000010:15 AM000010:30 AM000010:45 AM010111:00 AM000011:15 AM000011:30 AM0000 11:45 AM200212:00 PM000012:15 PM100112:30 PM210312:45 PM00001:00 PM00001:15 PM00001:30 PM00001:45 PM00002:00 PM00002:15 PM00002:30 PM10012:45 PM10013:00 PM00003:15 PM01013:30 PM00003:45 PM00004:00 PM00004:15 PM00004:30 PM00004:45 PM10015:00 PM00005:15 PM00005:30 PM00005:45 PM00006:00 PM10016:15 PM00006:30 PM10016:45 PM00007:00 PM00007:15 PM00007:30 PM00007:45 PM00008:00 PM00008:15 PM00008:30 PM00008:45 PM00009:00 PM00009:15 PM00009:30 PM00009:45 PM000010:00 PM000010:15 PM000010:30 PM000010:45 PM000011:00 PM000011:15 PM000011:30 PM000011:45 PM000007/29/2021 12:00 AM000012:15 AM000012:30 AM0000 12:45 AM00001:00 AM00001:15 AM00001:30 AM00001:45 AM00002:00 AM00002:15 AM00002:30 AM00002:45 AM10013:00 AM00003:15 AM10013:30 AM10013:45 AM20024:00 AM10014:15 AM10014:30 AM00004:45 AM00005:00 AM00005:15 AM00005:30 AM00005:45 AM00006:00 AM10016:15 AM00006:30 AM10016:45 AM30037:00 AM20027:15 AM10017:30 AM00007:45 AM10018:00 AM00008:15 AM10128:30 AM60068:45 AM30039:00 AM10019:15 AM00009:30 AM00009:45 AM000010:00 AM000010:15 AM100110:30 AM000010:45 AM000011:00 AM000011:15 AM000011:30 AM000011:45 AM100112:00 PM000012:15 PM000012:30 PM200212:45 PM00001:00 PM00001:15 PM20021:30 PM0000 1:45 PM10012:00 PM00002:15 PM00002:30 PM00002:45 PM00003:00 PM00003:15 PM00003:30 PM00003:45 PM00004:00 PM00004:15 PM00004:30 PM00004:45 PM00005:00 PM00005:15 PM00005:30 PM00005:45 PM00006:00 PM00006:15 PM00006:30 PM00006:45 PM00007:00 PM00007:15 PM00007:30 PM00007:45 PM10018:00 PM00008:15 PM00008:30 PM00008:45 PM00009:00 PM00009:15 PM00009:30 PM00009:45 PM000010:00 PM000010:15 PM000010:30 PM000010:45 PM000011:00 PM000011:15 PM000011:30 PM000011:45 PM0000Total10331107Total %96.32.80.9100.0AM Times8:30 AM10:15 AM7:30 AM8:30 AMAM Peaks101110PM Times12:30 PM12:00 PM12:00 PM12:00 PMPM Peaks4104 Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: S. Caron Rd.@East AccessSite Code:Start Date: 07/27/2021Page No: 7Direction (Northbound)Start TimeLightsMediumsArticulated TrucksTotal07/27/2021 12:00 AM000012:15 AM000012:30 AM000012:45 AM00001:00 AM00001:15 AM00001:30 AM00001:45 AM00002:00 AM00002:15 AM00002:30 AM00002:45 AM00003:00 AM00003:15 AM00003:30 AM00003:45 AM10014:00 AM00004:15 AM00004:30 AM00004:45 AM00005:00 AM00005:15 AM00005:30 AM00005:45 AM10016:00 AM00006:15 AM00006:30 AM00006:45 AM00007:00 AM00007:15 AM00007:30 AM00007:45 AM00008:00 AM00008:15 AM10018:30 AM10018:45 AM10019:00 AM10019:15 AM00009:30 AM1001 9:45 AM000010:00 AM010110:15 AM100110:30 AM000010:45 AM000011:00 AM300311:15 AM000011:30 AM300311:45 AM100112:00 PM000012:15 PM000012:30 PM410512:45 PM20021:00 PM00001:15 PM30031:30 PM21031:45 PM10012:00 PM20022:15 PM00002:30 PM40042:45 PM40043:00 PM00003:15 PM00003:30 PM00003:45 PM00004:00 PM00004:15 PM20024:30 PM30034:45 PM10015:00 PM00005:15 PM20025:30 PM00005:45 PM00006:00 PM00006:15 PM00006:30 PM00006:45 PM00007:00 PM10017:15 PM10017:30 PM00007:45 PM00008:00 PM00008:15 PM00008:30 PM00008:45 PM00009:00 PM00009:15 PM00009:30 PM00009:45 PM000010:00 PM000010:15 PM000010:30 PM0000 10:45 PM000011:00 PM000011:15 PM000011:30 PM000011:45 PM000007/28/2021 12:00 AM000012:15 AM000012:30 AM000012:45 AM00001:00 AM10011:15 AM00001:30 AM00001:45 AM00002:00 AM00002:15 AM00002:30 AM00002:45 AM00003:00 AM00003:15 AM00003:30 AM00003:45 AM00004:00 AM00004:15 AM00004:30 AM00004:45 AM00005:00 AM00005:15 AM00005:30 AM00005:45 AM10016:00 AM00006:15 AM00006:30 AM10016:45 AM00007:00 AM00007:15 AM00007:30 AM10017:45 AM00008:00 AM00008:15 AM00008:30 AM30038:45 AM30039:00 AM10019:15 AM20029:30 AM10019:45 AM000010:00 AM100110:15 AM100110:30 AM000010:45 AM000011:00 AM110211:15 AM000011:30 AM2002 11:45 AM100112:00 PM100112:15 PM100112:30 PM510612:45 PM20021:00 PM00001:15 PM00001:30 PM40041:45 PM11022:00 PM10012:15 PM00002:30 PM20022:45 PM20023:00 PM00003:15 PM21033:30 PM00003:45 PM20024:00 PM10014:15 PM10014:30 PM10014:45 PM10015:00 PM00005:15 PM00005:30 PM10015:45 PM20026:00 PM00006:15 PM10016:30 PM00006:45 PM70077:00 PM00007:15 PM00007:30 PM00007:45 PM10018:00 PM10018:15 PM10018:30 PM00008:45 PM10019:00 PM00009:15 PM00009:30 PM00009:45 PM000010:00 PM000010:15 PM000010:30 PM100110:45 PM000011:00 PM000011:15 PM000011:30 PM000011:45 PM000007/29/2021 12:00 AM000012:15 AM000012:30 AM0000 12:45 AM00001:00 AM00001:15 AM00001:30 AM00001:45 AM00002:00 AM00002:15 AM00002:30 AM00002:45 AM00003:00 AM00003:15 AM00003:30 AM00003:45 AM00004:00 AM00004:15 AM00004:30 AM00004:45 AM00005:00 AM00005:15 AM00005:30 AM00005:45 AM10016:00 AM00006:15 AM00006:30 AM00006:45 AM00007:00 AM10017:15 AM10017:30 AM00007:45 AM00008:00 AM00008:15 AM00008:30 AM20028:45 AM30039:00 AM10019:15 AM20029:30 AM00009:45 AM000010:00 AM000010:15 AM000010:30 AM100110:45 AM000011:00 AM000011:15 AM000011:30 AM000011:45 AM100112:00 PM210312:15 PM010112:30 PM400412:45 PM10011:00 PM00001:15 PM40041:30 PM2002 1:45 PM10012:00 PM20022:15 PM00002:30 PM20022:45 PM10013:00 PM00003:15 PM00003:30 PM10013:45 PM00004:00 PM10014:15 PM20024:30 PM30034:45 PM00005:00 PM60065:15 PM20025:30 PM30035:45 PM00006:00 PM00006:15 PM00006:30 PM00006:45 PM10017:00 PM00007:15 PM00007:30 PM00007:45 PM00008:00 PM10018:15 PM00008:30 PM00008:45 PM00009:00 PM00009:15 PM00009:30 PM00009:45 PM000010:00 PM100110:15 PM000010:30 PM000010:45 PM000011:00 PM000011:15 PM000011:30 PM000011:45 PM0000Total16390172Total %94.85.20.0100.0AM Times8:30 AM10:15 AM7:30 AM8:30 AMAM Peaks9109PM Times12:30 PM12:00 PM12:00 PM12:00 PMPM Peaks91010 Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: S. Caron Rd.@East AccessSite Code:Start Date: 07/27/2021Page No: 13 Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: S. Caron Rd.@West AccessSite Code:Start Date: 07/27/2021Page No: 1Direction (Southbound)Start TimeLightsMediumsArticulated TrucksTotal07/27/2021 12:00 AM000012:15 AM000012:30 AM000012:45 AM00001:00 AM00001:15 AM00001:30 AM00001:45 AM00002:00 AM00002:15 AM00002:30 AM10012:45 AM00003:00 AM00003:15 AM00003:30 AM00003:45 AM30034:00 AM10014:15 AM00004:30 AM00004:45 AM00005:00 AM10015:15 AM00005:30 AM00005:45 AM30036:00 AM01016:15 AM01016:30 AM00006:45 AM20027:00 AM10017:15 AM00007:30 AM00007:45 AM00008:00 AM20028:15 AM10018:30 AM20028:45 AM60069:00 AM00009:15 AM10019:30 AM1001 9:45 AM000010:00 AM110210:15 AM010110:30 AM100110:45 AM100111:00 AM010111:15 AM000011:30 AM001111:45 AM110212:00 PM100112:15 PM100112:30 PM010112:45 PM10011:00 PM10011:15 PM21031:30 PM00001:45 PM10012:00 PM00002:15 PM00002:30 PM20022:45 PM10013:00 PM10013:15 PM00003:30 PM00003:45 PM00004:00 PM10014:15 PM10014:30 PM10014:45 PM00005:00 PM10015:15 PM10015:30 PM00005:45 PM10016:00 PM00006:15 PM10016:30 PM00006:45 PM00007:00 PM10017:15 PM00007:30 PM00007:45 PM00008:00 PM00008:15 PM00008:30 PM00008:45 PM00009:00 PM00009:15 PM00009:30 PM00009:45 PM000010:00 PM000010:15 PM000010:30 PM0000 10:45 PM000011:00 PM000011:15 PM000011:30 PM000011:45 PM000007/28/2021 12:00 AM000012:15 AM000012:30 AM000012:45 AM10011:00 AM00001:15 AM00001:30 AM00001:45 AM00002:00 AM00002:15 AM00002:30 AM00002:45 AM20023:00 AM00003:15 AM00003:30 AM00003:45 AM10014:00 AM10014:15 AM00004:30 AM00004:45 AM00005:00 AM10015:15 AM00005:30 AM00005:45 AM20026:00 AM00006:15 AM10016:30 AM01016:45 AM20027:00 AM00007:15 AM10017:30 AM00007:45 AM10018:00 AM10018:15 AM20028:30 AM60068:45 AM60069:00 AM10019:15 AM10019:30 AM00009:45 AM200210:00 AM200210:15 AM000010:30 AM110210:45 AM000011:00 AM000011:15 AM110211:30 AM2002 11:45 AM000012:00 PM000012:15 PM000012:30 PM101212:45 PM00001:00 PM00001:15 PM10011:30 PM00001:45 PM11022:00 PM20022:15 PM10012:30 PM20022:45 PM10013:00 PM00003:15 PM00003:30 PM00003:45 PM10014:00 PM00004:15 PM10014:30 PM00004:45 PM00005:00 PM00005:15 PM10015:30 PM10015:45 PM00006:00 PM00006:15 PM10016:30 PM00006:45 PM10017:00 PM00007:15 PM00007:30 PM00007:45 PM00008:00 PM20028:15 PM20028:30 PM00008:45 PM00009:00 PM00009:15 PM00009:30 PM00009:45 PM000010:00 PM100110:15 PM000010:30 PM000010:45 PM000011:00 PM000011:15 PM000011:30 PM000011:45 PM000007/29/2021 12:00 AM000012:15 AM000012:30 AM0000 12:45 AM00001:00 AM00111:15 AM00001:30 AM00001:45 AM00002:00 AM00002:15 AM00002:30 AM00002:45 AM10013:00 AM00003:15 AM00003:30 AM00003:45 AM20024:00 AM00004:15 AM00004:30 AM00004:45 AM10015:00 AM00005:15 AM00005:30 AM00005:45 AM20026:00 AM01016:15 AM00006:30 AM00006:45 AM20027:00 AM10017:15 AM00007:30 AM00007:45 AM10018:00 AM10018:15 AM00118:30 AM20028:45 AM60069:00 AM20029:15 AM00009:30 AM00009:45 AM010110:00 AM000010:15 AM000010:30 AM201310:45 AM000011:00 AM000011:15 AM000011:30 AM010111:45 AM100112:00 PM210312:15 PM020212:30 PM000012:45 PM20021:00 PM00001:15 PM10011:30 PM0000 1:45 PM10012:00 PM00002:15 PM10012:30 PM10012:45 PM00003:00 PM00003:15 PM00003:30 PM00003:45 PM10014:00 PM10014:15 PM10014:30 PM10014:45 PM20025:00 PM00005:15 PM00005:30 PM10015:45 PM00006:00 PM00006:15 PM00006:30 PM00006:45 PM00007:00 PM00007:15 PM00007:30 PM00007:45 PM00008:00 PM00008:15 PM00008:30 PM00008:45 PM00009:00 PM00009:15 PM00009:30 PM00009:45 PM100110:00 PM200210:15 PM000010:30 PM000010:45 PM000011:00 PM000011:15 PM000011:30 PM000011:45 PM0000Total148185171Total %86.510.52.9100.0AM Times8:00 AM11:00 AM11:00 AM8:00 AMAM Peaks152115PM Times2:30 PM12:00 PM12:00 PM12:00 PMPM Peaks4317 Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: S. Caron Rd.@West AccessSite Code:Start Date: 07/27/2021Page No: 7Direction (Northbound)Start TimeLightsMediumsArticulated TrucksTotal07/27/2021 12:00 AM010112:15 AM000012:30 AM000012:45 AM00001:00 AM00001:15 AM00001:30 AM00001:45 AM00002:00 AM00002:15 AM00002:30 AM00002:45 AM00003:00 AM10013:15 AM00003:30 AM00003:45 AM00004:00 AM00004:15 AM00004:30 AM00004:45 AM00005:00 AM00005:15 AM00005:30 AM00005:45 AM00006:00 AM00006:15 AM10016:30 AM10016:45 AM00007:00 AM00007:15 AM00007:30 AM00007:45 AM00008:00 AM00008:15 AM00008:30 AM00008:45 AM10019:00 AM00009:15 AM00009:30 AM0000 9:45 AM000010:00 AM000010:15 AM010110:30 AM100110:45 AM000011:00 AM100111:15 AM010111:30 AM000011:45 AM111312:00 PM000012:15 PM100112:30 PM100112:45 PM10011:00 PM00001:15 PM00001:30 PM00001:45 PM00002:00 PM00002:15 PM00002:30 PM20022:45 PM20023:00 PM00003:15 PM10013:30 PM10013:45 PM10014:00 PM00004:15 PM00004:30 PM10014:45 PM10015:00 PM01015:15 PM11025:30 PM00005:45 PM10016:00 PM00006:15 PM00006:30 PM00006:45 PM00007:00 PM00007:15 PM00007:30 PM30037:45 PM00008:00 PM00008:15 PM00008:30 PM00008:45 PM00009:00 PM10019:15 PM00009:30 PM00009:45 PM000010:00 PM000010:15 PM000010:30 PM0000 10:45 PM000011:00 PM000011:15 PM000011:30 PM000011:45 PM000007/28/2021 12:00 AM010112:15 AM000012:30 AM000012:45 AM00001:00 AM00001:15 AM00001:30 AM00001:45 AM00002:00 AM00002:15 AM00002:30 AM00002:45 AM00003:00 AM00003:15 AM00003:30 AM00003:45 AM00004:00 AM10014:15 AM00004:30 AM00004:45 AM00005:00 AM10015:15 AM00005:30 AM00005:45 AM00006:00 AM00006:15 AM00006:30 AM10016:45 AM00007:00 AM00007:15 AM00007:30 AM00007:45 AM00008:00 AM00118:15 AM00008:30 AM00008:45 AM00009:00 AM00009:15 AM01019:30 AM00119:45 AM010110:00 AM200210:15 AM000010:30 AM000010:45 AM000011:00 AM100111:15 AM000011:30 AM1001 11:45 AM000012:00 PM200212:15 PM100112:30 PM301412:45 PM00001:00 PM00001:15 PM10011:30 PM00001:45 PM10012:00 PM00002:15 PM00002:30 PM10012:45 PM10013:00 PM00003:15 PM00003:30 PM10013:45 PM20024:00 PM00004:15 PM00004:30 PM10014:45 PM00005:00 PM00005:15 PM10015:30 PM10015:45 PM00006:00 PM20026:15 PM10016:30 PM10016:45 PM10017:00 PM10017:15 PM00007:30 PM00007:45 PM00008:00 PM10018:15 PM10018:30 PM10018:45 PM00009:00 PM00009:15 PM00009:30 PM00009:45 PM000010:00 PM100110:15 PM000010:30 PM010110:45 PM000011:00 PM000011:15 PM000011:30 PM000011:45 PM000007/29/2021 12:00 AM000012:15 AM000012:30 AM0000 12:45 AM00001:00 AM00001:15 AM00001:30 AM00001:45 AM00002:00 AM00002:15 AM00002:30 AM00002:45 AM00003:00 AM00003:15 AM00003:30 AM00003:45 AM00004:00 AM10014:15 AM00004:30 AM00004:45 AM00005:00 AM00005:15 AM00005:30 AM00005:45 AM00006:00 AM10016:15 AM00006:30 AM00006:45 AM10017:00 AM10017:15 AM00007:30 AM00007:45 AM00008:00 AM10018:15 AM00008:30 AM00008:45 AM00009:00 AM00119:15 AM00009:30 AM00009:45 AM000010:00 AM010110:15 AM000010:30 AM001110:45 AM020211:00 AM000011:15 AM000011:30 AM000011:45 AM210312:00 PM000012:15 PM100112:30 PM110212:45 PM00001:00 PM00001:15 PM00001:30 PM0000 1:45 PM20022:00 PM10012:15 PM00002:30 PM10012:45 PM00003:00 PM00003:15 PM00003:30 PM40043:45 PM00004:00 PM00004:15 PM00004:30 PM00004:45 PM00005:00 PM10015:15 PM00005:30 PM00005:45 PM30036:00 PM00006:15 PM20026:30 PM00006:45 PM00007:00 PM00007:15 PM00007:30 PM00007:45 PM00008:00 PM00008:15 PM00008:30 PM00008:45 PM00009:00 PM00009:15 PM00009:30 PM00009:45 PM000010:00 PM000010:15 PM000010:30 PM110210:45 PM000011:00 PM000011:15 PM000011:30 PM000011:45 PM0000Total82166104Total %78.815.45.8100.0AM Times8:00 AM11:00 AM11:00 AM8:00 AMAM Peaks0211PM Times2:30 PM12:00 PM12:00 PM12:00 PMPM Peaks5113 Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: S. Caron Rd.@West AccessSite Code:Start Date: 07/27/2021Page No: 13 samschwartz.com Trip Generation Derived Rates samschwartz.com Table A. Rochelle, IL Site Trip Generation Data Vehicle Type Independent Variable Daily Weekday Morning Peak Weekday Evening Peak Passenger Vehicles # of employees T = 4.133 (X) 51% in / 49% out T = 0.675 (X) 80% in / 20% out T = 0.283 (X) 29% in / 71% out Trucks # of modules T = 25 (X) 47% in / 53% out T = 1.724 (X) 100 % in / 0% out T = 0.862 (X) 50% in / 50% out T = Trips generated X = Independent Variable Table B. Yorkville, IL Site Trip Generation Vehicle Type Independent Variable Daily Weekday Morning Peak Weekday Evening Peak Passenger Vehicles 261 total employees (141 first shift, 120 second shift) T = 4.133 (261 employees) = 1,080 51% in / 49% out T = 0.675*(141 first shift employees) = 95 80% in / 20% out T = 0.283*(141 first shift employees) + 0.675*(120 second shift employees) = 120 63% in / 37% out Trucks 4 modules T = 25*(4) = 100 50% in / 50% out T = 1.724*(4) = 5 100 % in / 0% out T = 0.862*(4) = 5 50% in / 50% out T = Trips generated Trips generated are rounded to the nearest five. samschwartz.com Capacity Analysis Results Lanes, Volumes, Timings 1: Eldamain Rd/Ashe Rd & Galena Rd 03/16/2022 Scenario 1 Plano Greenhouse 7:30 am 07/22/2021 Existing AM Peak Hour Synchro 11 Report Sam Schwartz Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 90 115 35 55 65 10 15 195 75 5 70 45 Future Volume (vph) 90 115 35 55 65 10 15 195 75 5 70 45 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 14 12 13 13 12 12 12 12 11 12 12 11 Storage Length (ft) 290 260 145 155 145 155 150 240 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 195 200 165 135 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1906 1923 1574 1392 1961 1468 1703 2000 1084 1805 1923 1501 Flt Permitted 0.708 0.676 0.655 0.599 Satd. Flow (perm) 1421 1923 1574 990 1961 1468 1174 2000 1084 1138 1923 1501 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 109 109 109 109 Link Speed (mph) 55 55 45 45 Link Distance (ft) 773 1094 1012 673 Travel Time (s) 9.6 13.6 15.3 10.2 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 1% 4% 6% 34% 2% 10% 6% 0% 44% 0% 4% 4% Adj. Flow (vph) 99 126 38 60 71 11 16 214 82 5 77 49 Shared Lane Traffic (%) Lane Group Flow (vph) 99 126 38 60 71 11 16 214 82 5 77 49 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 14 14 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 0.92 0.94 0.96 0.96 0.94 1.00 1.00 0.94 1.04 1.00 0.94 1.04 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 121121121121 Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)000000000000 Detector 1 Position(ft)000000000000 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft)6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov Lanes, Volumes, Timings 1: Eldamain Rd/Ashe Rd & Galena Rd 03/16/2022 Scenario 1 Plano Greenhouse 7:30 am 07/22/2021 Existing AM Peak Hour Synchro 11 Report Sam Schwartz Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Protected Phases 523167381745 Permitted Phases 2 2 6 6 8 8 4 4 Detector Phase 523167381745 Switch Phase Minimum Initial (s) 6.0 25.0 6.0 6.0 25.0 6.0 6.0 15.0 6.0 6.0 15.0 6.0 Minimum Split (s) 12.0 31.0 12.0 12.0 31.0 12.0 12.0 24.0 12.0 12.0 21.0 12.0 Total Split (s) 13.0 34.0 13.0 13.0 34.0 13.0 13.0 30.0 13.0 13.0 30.0 13.0 Total Split (%) 14.4% 37.8% 14.4% 14.4% 37.8% 14.4% 14.4% 33.3% 14.4% 14.4% 33.3% 14.4% Maximum Green (s) 7.0 28.0 7.0 7.0 28.0 7.0 7.0 24.0 7.0 7.0 24.0 7.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 7.0 3.0 3.0 7.0 3.0 3.0 5.0 3.0 3.0 5.0 3.0 Recall Mode None Max None None Max None None None None None None None Act Effct Green (s) 34.1 28.9 41.5 33.9 28.8 41.2 21.5 19.2 32.1 20.0 16.7 29.7 Actuated g/C Ratio 0.46 0.39 0.56 0.46 0.39 0.55 0.29 0.26 0.43 0.27 0.22 0.40 v/c Ratio 0.14 0.17 0.04 0.12 0.09 0.01 0.04 0.41 0.16 0.01 0.18 0.07 Control Delay 11.6 19.5 0.1 11.9 19.0 0.0 17.5 27.9 2.8 17.2 27.6 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.6 19.5 0.1 11.9 19.0 0.0 17.5 27.9 2.8 17.2 27.6 0.2 LOS BBABBABCABCA Approach Delay 13.7 14.5 20.8 16.9 Approach LOS B B C B Queue Length 50th (ft) 24 43 0 14 24 0 5 78 0 2 33 0 Queue Length 95th (ft) 56 90 0 38 57 0 18 164 17 9 69 1 Internal Link Dist (ft) 693 1014 932 593 Turn Bay Length (ft) 290 260 145 155 145 155 150 240 Base Capacity (vph) 700 747 941 493 759 880 393 679 535 378 638 673 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.14 0.17 0.04 0.12 0.09 0.01 0.04 0.32 0.15 0.01 0.12 0.07 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 74.3 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.41 Intersection Signal Delay: 17.0 Intersection LOS: B Intersection Capacity Utilization 45.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: Eldamain Rd/Ashe Rd & Galena Rd Lanes, Volumes, Timings 2: Eldamain Rd & Farm Access/Corneils Rd 03/16/2022 Scenario 1 Plano Greenhouse 7:30 am 07/22/2021 Existing AM Peak Hour Synchro 11 Report Sam Schwartz Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 1 1 1 10 1 10 1 275 20 5 155 1 Future Volume (vph) 1 1 1 10 1 10 1 275 20 5 155 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 14 12 12 11 12 11 13 12 11 13 12 Storage Length (ft) 0 0 145 0 195 0 180 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft) 25 175 205 265 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.955 0.862 0.990 0.999 Flt Protected 0.984 0.950 0.950 0.950 Satd. Flow (prot) 0 1904 0 1805 1583 0 1745 1772 0 1745 1571 0 Flt Permitted 0.984 0.950 0.950 0.950 Satd. Flow (perm) 0 1904 0 1805 1583 0 1745 1772 0 1745 1571 0 Link Speed (mph) 30 55 45 45 Link Distance (ft) 963 1624 946 3769 Travel Time (s) 21.9 20.1 14.3 57.1 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 10% 5% 0% 25% 0% Adj. Flow (vph) 1 1 1 11 1 11 1 302 22 5 170 1 Shared Lane Traffic (%) Lane Group Flow (vph) 0 3 0 11 12 0 1 324 0 5 171 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 11 11 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 0.92 1.00 1.00 1.04 1.00 1.04 0.96 1.00 1.04 0.96 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 25.7% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 2: Eldamain Rd & Farm Access/Corneils Rd 03/16/2022 Scenario 1 Plano Greenhouse 7:30 am 07/22/2021 Existing AM Peak Hour Synchro 11 Report Sam Schwartz Page 4 Intersection Int Delay, s/veh 0.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 1 1 10 1 10 1 275 20 5 155 1 Future Vol, veh/h 1 1 1 10 1 10 1 275 20 5 155 1 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 145 - - 195 - - 180 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 0 0000001050250 Mvmt Flow 1 1 1 11 1 11 1 302 22 5 170 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 502 507 171 497 496 313 171 0 0 324 0 0 Stage 1 181 181 - 315 315 ------- Stage 2 321 326 - 182 181 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 483 471 878 487 478 732 1418 - - 1247 - - Stage 1 825 754 - 700 659 ------- Stage 2 695 652 - 824 754 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 473 469 878 484 476 732 1418 - - 1247 - - Mov Cap-2 Maneuver 473 469 - 484 476 ------- Stage 1 824 751 - 699 658 ------- Stage 2 683 651 - 818 751 ------- Approach EB WB NB SB HCM Control Delay, s 11.5 11.3 0 0.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1418 - - 557 484 698 1247 - - HCM Lane V/C Ratio 0.001 - - 0.006 0.023 0.017 0.004 - - HCM Control Delay (s) 7.5 - - 11.5 12.6 10.2 7.9 - - HCM Lane LOS A - -BBBA - - HCM 95th %tile Q(veh) 0 - - 0 0.1 0.1 0 - - Lanes, Volumes, Timings 3: Eldamain Rd & Grundy Access 03/16/2022 Scenario 1 Plano Greenhouse 7:30 am 07/22/2021 Existing AM Peak Hour Synchro 11 Report Sam Schwartz Page 5 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 15 5 5 280 150 15 Future Volume (vph) 15 5 5 280 150 15 Ideal Flow (vphpl) 1900 1900 1900 2000 2000 1900 Lane Width (ft) 16 12 11 13 13 11 Storage Length (ft) 0 0 155 160 Storage Lanes 1 0 1 1 Taper Length (ft) 25 225 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.968 0.850 Flt Protected 0.963 0.950 Satd. Flow (prot) 1024 0 953 1968 1797 863 Flt Permitted 0.963 0.950 Satd. Flow (perm) 1024 0 953 1968 1797 863 Link Speed (mph) 30 45 45 Link Distance (ft) 736 9359 946 Travel Time (s) 16.7 141.8 14.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 100% 83% 83% 5% 15% 81% Adj. Flow (vph) 16 5 5 304 163 16 Shared Lane Traffic (%) Lane Group Flow (vph) 21 0 5 304 163 16 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 16 13 13 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 0.85 1.00 1.04 0.90 0.90 1.04 Turning Speed (mph) 15 9 15 9 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 24.0% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 3: Eldamain Rd & Grundy Access 03/16/2022 Scenario 1 Plano Greenhouse 7:30 am 07/22/2021 Existing AM Peak Hour Synchro 11 Report Sam Schwartz Page 6 Intersection Int Delay, s/veh 0.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 15 5 5 280 150 15 Future Vol, veh/h 15 5 5 280 150 15 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 155 - - 160 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 100 83 83 5 15 81 Mvmt Flow 16 5 5 304 163 16 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 477 163 179 0 - 0 Stage 1 163 ----- Stage 2 314 ----- Critical Hdwy 7.4 7.03 4.93 - - - Critical Hdwy Stg 1 6.4 ----- Critical Hdwy Stg 2 6.4 ----- Follow-up Hdwy 4.4 4.047 2.947 - - - Pot Cap-1 Maneuver 405 708 1028 - - - Stage 1 675 ----- Stage 2 564 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 403 708 1028 - - - Mov Cap-2 Maneuver 403 ----- Stage 1 672 ----- Stage 2 564 ----- Approach EB NB SB HCM Control Delay, s 13.4 0.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1028 - 452 - - HCM Lane V/C Ratio 0.005 - 0.048 - - HCM Control Delay (s) 8.5 - 13.4 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.2 - - Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/16/2022 Scenario 1 Plano Greenhouse 7:30 am 07/22/2021 Existing AM Peak Hour Synchro 11 Report Sam Schwartz Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 150 495 35 30 255 85 20 70 65 100 35 80 Future Volume (vph) 150 495 35 30 255 85 20 70 65 100 35 80 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 13 13 12 13 13 14 13 12 11 13 13 12 Storage Length (ft) 285 225 180 300 215 215 330 255 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 220 180 210 130 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.98 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1811 3812 1568 1696 3636 1267 1865 2000 1473 1492 2067 1495 Flt Permitted 0.461 0.459 0.733 0.599 Satd. Flow (perm) 877 3812 1568 819 3636 1238 1439 2000 1473 941 2067 1495 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 62 89 68 84 Link Speed (mph) 45 45 45 45 Link Distance (ft) 1408 1708 1322 9359 Travel Time (s) 21.3 25.9 20.0 141.8 Confl. Peds. (#/hr) 3 3 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 3% 3% 3% 10% 8% 36% 0% 0% 6% 25% 0% 8% Adj. Flow (vph) 158 521 37 32 268 89 21 74 68 105 37 84 Shared Lane Traffic (%) Lane Group Flow (vph) 158 521 37 32 268 89 21 74 68 105 37 84 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 13 13 13 13 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 0.96 0.90 1.00 0.96 0.90 0.92 0.96 0.94 1.04 0.96 0.90 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 121121121121 Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)000000000000 Detector 1 Position(ft)000000000000 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft)6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/16/2022 Scenario 1 Plano Greenhouse 7:30 am 07/22/2021 Existing AM Peak Hour Synchro 11 Report Sam Schwartz Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov Protected Phases 523167381745 Permitted Phases 2 2 6 6 8 8 4 4 Detector Phase 523167381745 Switch Phase Minimum Initial (s) 6.0 20.0 6.0 6.0 20.0 6.0 6.0 8.0 6.0 6.0 8.0 6.0 Minimum Split (s) 12.3 26.3 12.3 12.3 26.3 12.3 12.3 22.5 12.3 12.3 34.3 12.3 Total Split (s) 30.0 75.0 30.0 30.0 75.0 35.0 30.0 30.0 30.0 35.0 35.0 30.0 Total Split (%) 17.6% 44.1% 17.6% 17.6% 44.1% 20.6% 17.6% 17.6% 17.6% 20.6% 20.6% 17.6% Maximum Green (s) 23.7 68.7 23.7 23.7 68.7 28.7 23.7 23.7 23.7 28.7 28.7 23.7 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 7.0 3.0 3.0 7.0 3.0 3.0 5.0 3.0 3.0 5.0 3.0 Recall Mode None None None None None None None Max None None Max None Act Effct Green (s) 37.2 28.0 40.5 27.3 20.7 30.5 30.9 24.7 37.6 39.1 30.9 48.5 Actuated g/C Ratio 0.41 0.31 0.44 0.30 0.23 0.33 0.34 0.27 0.41 0.43 0.34 0.53 v/c Ratio 0.34 0.45 0.05 0.10 0.33 0.19 0.04 0.14 0.11 0.23 0.05 0.10 Control Delay 19.4 28.4 2.0 17.8 31.7 5.0 16.1 28.1 5.5 17.2 23.7 3.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 19.4 28.4 2.0 17.8 31.7 5.0 16.1 28.1 5.5 17.2 23.7 3.2 LOS BCABCABCABCA Approach Delay 25.0 24.4 17.2 13.1 Approach LOS C C B B Queue Length 50th (ft) 57 133 0 11 68 0 7 32 0 35 15 0 Queue Length 95th (ft) 103 191 9 29 112 28 21 75 27 74 40 23 Internal Link Dist (ft) 1328 1628 1242 9279 Turn Bay Length (ft) 285 225 180 300 215 215 330 255 Base Capacity (vph) 607 2863 1014 568 2731 717 751 538 906 591 696 1022 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.26 0.18 0.04 0.06 0.10 0.12 0.03 0.14 0.08 0.18 0.05 0.08 Intersection Summary Area Type: Other Cycle Length: 170 Actuated Cycle Length: 91.7 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.45 Intersection Signal Delay: 22.2 Intersection LOS: C Intersection Capacity Utilization 52.9% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/16/2022 Scenario 1 Plano Greenhouse 7:30 am 07/22/2021 Existing AM Peak Hour Synchro 11 Report Sam Schwartz Page 9 Splits and Phases: 4: Eldamain Rd & US Rte 34 Lanes, Volumes, Timings 1: Eldamain Rd/Ashe Rd & Galena Rd 03/16/2022 Scenario 1 Plano Greenhouse 3:15 pm 07/22/2021 Existing PM Peak Hour Synchro 11 Report Sam Schwartz Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 50 90 30 100 155 10 40 150 85 5 260 110 Future Volume (vph) 50 90 30 100 155 10 40 150 85 5 260 110 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 14 12 13 13 12 12 12 12 11 12 12 11 Storage Length (ft) 290 260 145 155 145 155 150 240 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 195 200 165 135 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1888 1980 1574 1516 1923 1615 1752 1961 1249 1805 1961 1561 Flt Permitted 0.651 0.689 0.381 0.654 Satd. Flow (perm) 1293 1980 1574 1100 1923 1615 703 1961 1249 1243 1961 1561 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 109 109 109 120 Link Speed (mph) 55 55 45 45 Link Distance (ft) 773 1094 1012 673 Travel Time (s) 9.6 13.6 15.3 10.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 2% 1% 6% 23% 4% 0% 3% 2% 25% 0% 2% 0% Adj. Flow (vph) 54 98 33 109 168 11 43 163 92 5 283 120 Shared Lane Traffic (%) Lane Group Flow (vph) 54 98 33 109 168 11 43 163 92 5 283 120 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 14 14 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 0.92 0.94 0.96 0.96 0.94 1.00 1.00 0.94 1.04 1.00 0.94 1.04 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 121121121121 Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)000000000000 Detector 1 Position(ft)000000000000 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft)6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov Lanes, Volumes, Timings 1: Eldamain Rd/Ashe Rd & Galena Rd 03/16/2022 Scenario 1 Plano Greenhouse 3:15 pm 07/22/2021 Existing PM Peak Hour Synchro 11 Report Sam Schwartz Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Protected Phases 523167381745 Permitted Phases 2 2 6 6 8 8 4 4 Detector Phase 523167381745 Switch Phase Minimum Initial (s) 6.0 25.0 6.0 6.0 25.0 6.0 6.0 15.0 6.0 6.0 15.0 6.0 Minimum Split (s) 12.0 31.0 12.0 12.0 31.0 12.0 12.0 24.0 12.0 12.0 21.0 12.0 Total Split (s) 13.0 34.0 13.0 13.0 34.0 13.0 13.0 30.0 13.0 13.0 30.0 13.0 Total Split (%) 14.4% 37.8% 14.4% 14.4% 37.8% 14.4% 14.4% 33.3% 14.4% 14.4% 33.3% 14.4% Maximum Green (s) 7.0 28.0 7.0 7.0 28.0 7.0 7.0 24.0 7.0 7.0 24.0 7.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 7.0 3.0 3.0 7.0 3.0 3.0 5.0 3.0 3.0 5.0 3.0 Recall Mode None Max None None Max None None None None None None None Act Effct Green (s) 33.9 28.9 41.9 34.4 29.2 41.6 27.0 24.5 37.6 23.8 19.3 32.3 Actuated g/C Ratio 0.42 0.36 0.53 0.43 0.37 0.52 0.34 0.31 0.47 0.30 0.24 0.40 v/c Ratio 0.09 0.14 0.04 0.21 0.24 0.01 0.13 0.27 0.14 0.01 0.60 0.17 Control Delay 13.5 21.9 0.1 14.8 22.5 0.0 17.6 24.5 3.2 16.2 34.4 4.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 13.5 21.9 0.1 14.8 22.5 0.0 17.6 24.5 3.2 16.2 34.4 4.2 LOS BCABCABCABCA Approach Delay 15.6 18.7 16.9 25.3 Approach LOS B B B C Queue Length 50th (ft) 15 36 0 31 65 0 14 58 0 2 137 0 Queue Length 95th (ft) 37 78 0 67 124 0 35 126 22 8 217 32 Internal Link Dist (ft) 693 1014 932 593 Turn Bay Length (ft) 290 260 145 155 145 155 150 240 Base Capacity (vph) 607 718 887 511 702 913 332 670 650 433 609 711 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.09 0.14 0.04 0.21 0.24 0.01 0.13 0.24 0.14 0.01 0.46 0.17 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 79.8 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.60 Intersection Signal Delay: 20.0 Intersection LOS: C Intersection Capacity Utilization 64.4% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: Eldamain Rd/Ashe Rd & Galena Rd Lanes, Volumes, Timings 2: Eldamain Rd & Farm Access/Corneils Rd 03/16/2022 Scenario 1 Plano Greenhouse 3:15 pm 07/22/2021 Existing PM Peak Hour Synchro 11 Report Sam Schwartz Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 1 1 1 35 1 5 1 270 25 5 385 1 Future Volume (vph) 1 1 1 35 1 5 1 270 25 5 385 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 14 12 12 11 12 11 13 12 11 13 12 Storage Length (ft) 0 0 145 0 195 0 180 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft) 25 175 205 265 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.955 0.871 0.987 Flt Protected 0.984 0.950 0.950 0.950 Satd. Flow (prot) 0 1904 0 1805 1600 0 1745 1775 0 1491 1870 0 Flt Permitted 0.984 0.950 0.950 0.950 Satd. Flow (perm) 0 1904 0 1805 1600 0 1745 1775 0 1491 1870 0 Link Speed (mph) 30 55 45 45 Link Distance (ft) 963 1624 946 3769 Travel Time (s) 21.9 20.1 14.3 57.1 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 10% 0% 17% 5% 0% Adj. Flow (vph) 1 1 1 41 1 6 1 318 29 6 453 1 Shared Lane Traffic (%) Lane Group Flow (vph) 0 3 0 41 7 0 1 347 0 6 454 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 11 11 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 0.92 1.00 1.00 1.04 1.00 1.04 0.96 1.00 1.04 0.96 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 31.8% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 2: Eldamain Rd & Farm Access/Corneils Rd 03/16/2022 Scenario 1 Plano Greenhouse 3:15 pm 07/22/2021 Existing PM Peak Hour Synchro 11 Report Sam Schwartz Page 4 Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 1 1 35 1 5 1 270 25 5 385 1 Future Vol, veh/h 1 1 1 35 1 5 1 270 25 5 385 1 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 145 - - 195 - - 180 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 0 0000001001750 Mvmt Flow 1 1 1 41 1 6 1 318 29 6 453 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 804 815 454 802 801 333 454 0 0 347 0 0 Stage 1 466 466 - 335 335 ------- Stage 2 338 349 - 467 466 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.27 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.353 - - Pot Cap-1 Maneuver 304 314 610 305 320 713 1117 - - 1133 - - Stage 1 581 566 - 683 646 ------- Stage 2 681 637 - 580 566 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 299 312 610 302 318 713 1117 - - 1133 - - Mov Cap-2 Maneuver 299 312 - 302 318 ------- Stage 1 580 563 - 682 645 ------- Stage 2 674 636 - 575 563 ------- Approach EB WB NB SB HCM Control Delay, s 14.9 17.7 0 0.1 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1117 - - 366 302 591 1133 - - HCM Lane V/C Ratio 0.001 - - 0.01 0.136 0.012 0.005 - - HCM Control Delay (s) 8.2 - - 14.9 18.8 11.2 8.2 - - HCM Lane LOS A - - B C B A - - HCM 95th %tile Q(veh) 0 - - 0 0.5 0 0 - - Lanes, Volumes, Timings 3: Eldamain Rd & Grundy Access 03/16/2022 Scenario 1 Plano Greenhouse 3:15 pm 07/22/2021 Existing PM Peak Hour Synchro 11 Report Sam Schwartz Page 5 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 15 10 5 280 410 10 Future Volume (vph) 15 10 5 280 410 10 Ideal Flow (vphpl) 1900 1900 1900 2000 2000 1900 Lane Width (ft) 16 12 11 13 13 11 Storage Length (ft) 0 0 155 160 Storage Lanes 1 0 1 1 Taper Length (ft) 25 225 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.947 0.850 Flt Protected 0.971 0.950 Satd. Flow (prot) 1064 0 953 1968 2006 817 Flt Permitted 0.971 0.950 Satd. Flow (perm) 1064 0 953 1968 2006 817 Link Speed (mph) 30 45 45 Link Distance (ft) 736 9359 946 Travel Time (s) 16.7 141.8 14.3 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 Heavy Vehicles (%) 88% 83% 83% 5% 3% 91% Adj. Flow (vph) 17 11 6 322 471 11 Shared Lane Traffic (%) Lane Group Flow (vph) 28 0 6 322 471 11 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 16 13 13 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 0.85 1.00 1.04 0.90 0.90 1.04 Turning Speed (mph) 15 9 15 9 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 30.5% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 3: Eldamain Rd & Grundy Access 03/16/2022 Scenario 1 Plano Greenhouse 3:15 pm 07/22/2021 Existing PM Peak Hour Synchro 11 Report Sam Schwartz Page 6 Intersection Int Delay, s/veh 0.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 15 10 5 280 410 10 Future Vol, veh/h 15 10 5 280 410 10 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 155 - - 160 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 88 83 83 5 3 91 Mvmt Flow 17 11 6 322 471 11 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 805 471 482 0 - 0 Stage 1 471 ----- Stage 2 334 ----- Critical Hdwy 7.28 7.03 4.93 - - - Critical Hdwy Stg 1 6.28 ----- Critical Hdwy Stg 2 6.28 ----- Follow-up Hdwy 4.292 4.047 2.947 - - - Pot Cap-1 Maneuver 256 457 764 - - - Stage 1 482 ----- Stage 2 568 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 254 457 764 - - - Mov Cap-2 Maneuver 254 ----- Stage 1 478 ----- Stage 2 568 ----- Approach EB NB SB HCM Control Delay, s 17.8 0.2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 764 - 309 - - HCM Lane V/C Ratio 0.008 - 0.093 - - HCM Control Delay (s) 9.7 - 17.8 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0 - 0.3 - - Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/16/2022 Scenario 1 Plano Greenhouse 3:15 pm 07/22/2021 Existing PM Peak Hour Synchro 11 Report Sam Schwartz Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 170 545 60 105 620 90 75 50 70 130 115 265 Future Volume (vph) 170 545 60 105 620 90 75 50 70 130 115 265 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 13 13 12 13 13 14 13 12 11 13 13 12 Storage Length (ft) 285 225 180 300 215 215 330 255 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 220 180 210 130 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.98 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1811 3812 1615 1865 3888 1511 1865 1961 1516 1651 2046 1538 Flt Permitted 0.213 0.368 0.677 0.633 Satd. Flow (perm) 406 3812 1615 723 3888 1480 1329 1961 1516 1100 2046 1538 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 65 98 76 269 Link Speed (mph) 45 45 45 45 Link Distance (ft) 1408 1708 1322 9359 Travel Time (s) 21.3 25.9 20.0 141.8 Confl. Peds. (#/hr) 1 1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 0% 0% 1% 14% 0% 2% 3% 13% 1% 5% Adj. Flow (vph) 185 592 65 114 674 98 82 54 76 141 125 288 Shared Lane Traffic (%) Lane Group Flow (vph) 185 592 65 114 674 98 82 54 76 141 125 288 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 13 13 13 13 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 0.96 0.90 1.00 0.96 0.90 0.92 0.96 0.94 1.04 0.96 0.90 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 121121121121 Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)000000000000 Detector 1 Position(ft)000000000000 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft)6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/16/2022 Scenario 1 Plano Greenhouse 3:15 pm 07/22/2021 Existing PM Peak Hour Synchro 11 Report Sam Schwartz Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov Protected Phases 523167381745 Permitted Phases 2 2 6 6 8 8 4 4 Detector Phase 523167381745 Switch Phase Minimum Initial (s) 6.0 20.0 6.0 6.0 20.0 6.0 6.0 8.0 6.0 6.0 8.0 6.0 Minimum Split (s) 12.3 26.3 12.3 12.3 26.3 12.3 12.3 22.5 12.3 12.3 34.3 12.3 Total Split (s) 30.0 75.0 30.0 30.0 75.0 35.0 30.0 30.0 30.0 35.0 35.0 30.0 Total Split (%) 17.6% 44.1% 17.6% 17.6% 44.1% 20.6% 17.6% 17.6% 17.6% 20.6% 20.6% 17.6% Maximum Green (s) 23.7 68.7 23.7 23.7 68.7 28.7 23.7 23.7 23.7 28.7 28.7 23.7 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 7.0 3.0 3.0 7.0 3.0 3.0 5.0 3.0 3.0 5.0 3.0 Recall Mode None None None None None None None Max None None Max None Act Effct Green (s) 49.9 36.4 51.4 41.2 32.1 44.3 34.2 25.6 41.1 41.4 29.2 49.2 Actuated g/C Ratio 0.46 0.33 0.47 0.38 0.29 0.41 0.31 0.24 0.38 0.38 0.27 0.45 v/c Ratio 0.51 0.46 0.08 0.31 0.59 0.15 0.18 0.12 0.12 0.29 0.23 0.34 Control Delay 21.6 29.7 3.9 18.5 35.3 3.6 24.2 38.6 6.9 25.0 35.3 4.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 21.6 29.7 3.9 18.5 35.3 3.6 24.2 38.6 6.9 25.0 35.3 4.4 LOS CCABDACDACDA Approach Delay 25.9 29.6 21.6 16.6 Approach LOS C C C B Queue Length 50th (ft) 71 167 0 42 207 0 35 30 0 63 68 7 Queue Length 95th (ft) 122 237 22 78 296 28 80 76 35 130 142 62 Internal Link Dist (ft) 1328 1628 1242 9279 Turn Bay Length (ft) 285 225 180 300 215 215 330 255 Base Capacity (vph) 502 2432 1015 595 2480 881 656 460 815 593 549 963 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.37 0.24 0.06 0.19 0.27 0.11 0.13 0.12 0.09 0.24 0.23 0.30 Intersection Summary Area Type: Other Cycle Length: 170 Actuated Cycle Length: 108.9 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.59 Intersection Signal Delay: 24.8 Intersection LOS: C Intersection Capacity Utilization 55.7% ICU Level of Service B Analysis Period (min) 15 Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/16/2022 Scenario 1 Plano Greenhouse 3:15 pm 07/22/2021 Existing PM Peak Hour Synchro 11 Report Sam Schwartz Page 9 Splits and Phases: 4: Eldamain Rd & US Rte 34 Lanes, Volumes, Timings 1: Eldamain Rd/Ashe Rd & Galena Rd 03/16/2022 Brightfarms Yorkville 7:30 am 07/22/2021 No Build (2032) AM Peak Hour Synchro 11 Report Sam Schwartz Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 120 140 40 65 80 10 20 255 90 5 100 60 Future Volume (vph) 120 140 40 65 80 10 20 255 90 5 100 60 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 14 12 13 13 12 12 12 12 11 12 12 11 Storage Length (ft) 290 260 145 155 145 155 150 240 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 195 200 165 135 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1906 1923 1574 1392 1961 1468 1703 2000 1084 1805 1923 1501 Flt Permitted 0.695 0.659 0.639 0.473 Satd. Flow (perm) 1395 1923 1574 966 1961 1468 1145 2000 1084 899 1923 1501 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 109 109 109 109 Link Speed (mph) 55 55 45 45 Link Distance (ft) 773 1094 1012 673 Travel Time (s) 9.6 13.6 15.3 10.2 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 1% 4% 6% 34% 2% 10% 6% 0% 44% 0% 4% 4% Adj. Flow (vph) 132 154 44 71 88 11 22 280 99 5 110 66 Shared Lane Traffic (%) Lane Group Flow (vph) 132 154 44 71 88 11 22 280 99 5 110 66 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 14 14 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 0.92 0.94 0.96 0.96 0.94 1.00 1.00 0.94 1.04 1.00 0.94 1.04 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 121121121121 Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)000000000000 Detector 1 Position(ft)000000000000 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft)6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov Lanes, Volumes, Timings 1: Eldamain Rd/Ashe Rd & Galena Rd 03/16/2022 Brightfarms Yorkville 7:30 am 07/22/2021 No Build (2032) AM Peak Hour Synchro 11 Report Sam Schwartz Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Protected Phases 523167381745 Permitted Phases 2 2 6 6 8 8 4 4 Detector Phase 523167381745 Switch Phase Minimum Initial (s) 6.0 25.0 6.0 6.0 25.0 6.0 6.0 15.0 6.0 6.0 15.0 6.0 Minimum Split (s) 12.0 31.0 12.0 12.0 31.0 12.0 12.0 24.0 12.0 12.0 21.0 12.0 Total Split (s) 13.0 34.0 13.0 13.0 34.0 13.0 13.0 30.0 13.0 13.0 30.0 13.0 Total Split (%) 14.4% 37.8% 14.4% 14.4% 37.8% 14.4% 14.4% 33.3% 14.4% 14.4% 33.3% 14.4% Maximum Green (s) 7.0 28.0 7.0 7.0 28.0 7.0 7.0 24.0 7.0 7.0 24.0 7.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 7.0 3.0 3.0 7.0 3.0 3.0 5.0 3.0 3.0 5.0 3.0 Recall Mode None Max None None Max None None None None None None None Act Effct Green (s) 34.3 29.1 41.8 34.1 28.9 41.3 22.7 20.4 33.4 21.1 17.8 31.0 Actuated g/C Ratio 0.45 0.38 0.55 0.45 0.38 0.55 0.30 0.27 0.44 0.28 0.24 0.41 v/c Ratio 0.19 0.21 0.05 0.15 0.12 0.01 0.06 0.52 0.18 0.02 0.24 0.10 Control Delay 12.8 20.6 0.1 13.0 20.2 0.0 17.2 29.2 4.0 16.6 27.8 1.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.8 20.6 0.1 13.0 20.2 0.0 17.2 29.2 4.0 16.6 27.8 1.4 LOS BCABCABCABCA Approach Delay 14.7 15.9 22.4 17.9 Approach LOS B B C B Queue Length 50th (ft) 33 54 0 17 30 0 7 106 0 2 48 0 Queue Length 95th (ft) 76 113 0 47 70 0 22 212 25 8 92 9 Internal Link Dist (ft) 693 1014 932 593 Turn Bay Length (ft) 290 260 145 155 145 155 150 240 Base Capacity (vph) 682 737 931 477 749 869 398 670 544 342 629 683 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.19 0.21 0.05 0.15 0.12 0.01 0.06 0.42 0.18 0.01 0.17 0.10 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 75.7 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.52 Intersection Signal Delay: 18.3 Intersection LOS: B Intersection Capacity Utilization 55.2% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 1: Eldamain Rd/Ashe Rd & Galena Rd Lanes, Volumes, Timings 2: Eldamain Rd & Farm Access/Corneils Rd 03/16/2022 Brightfarms Yorkville 7:30 am 07/22/2021 No Build (2032) AM Peak Hour Synchro 11 Report Sam Schwartz Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 1 1 1 10 1 15 1 350 25 5 200 1 Future Volume (vph) 1 1 1 10 1 15 1 350 25 5 200 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 14 12 12 11 12 11 13 12 11 13 12 Storage Length (ft) 0 0 145 0 195 0 180 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft) 25 175 205 265 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.955 0.859 0.990 0.999 Flt Protected 0.984 0.950 0.950 0.950 Satd. Flow (prot) 0 1904 0 1805 1578 0 1745 1772 0 1745 1571 0 Flt Permitted 0.984 0.950 0.950 0.950 Satd. Flow (perm) 0 1904 0 1805 1578 0 1745 1772 0 1745 1571 0 Link Speed (mph) 30 55 45 45 Link Distance (ft) 963 1624 946 3769 Travel Time (s) 21.9 20.1 14.3 57.1 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 10% 5% 0% 25% 0% Adj. Flow (vph) 1 1 1 11 1 16 1 385 27 5 220 1 Shared Lane Traffic (%) Lane Group Flow (vph) 0 3 0 11 17 0 1 412 0 5 221 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 11 11 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 0.92 1.00 1.00 1.04 1.00 1.04 0.96 1.00 1.04 0.96 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 29.9% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 2: Eldamain Rd & Farm Access/Corneils Rd 03/16/2022 Brightfarms Yorkville 7:30 am 07/22/2021 No Build (2032) AM Peak Hour Synchro 11 Report Sam Schwartz Page 4 Intersection Int Delay, s/veh 0.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 1 1 10 1 15 1 350 25 5 200 1 Future Vol, veh/h 1 1 1 10 1 15 1 350 25 5 200 1 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 145 - - 195 - - 180 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 0 0000001050250 Mvmt Flow 1 1 1 11 1 16 1 385 27 5 220 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 640 645 221 633 632 399 221 0 0 412 0 0 Stage 1 231 231 - 401 401 ------- Stage 2 409 414 - 232 231 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 391 393 824 395 400 655 1360 - - 1158 - - Stage 1 776 717 - 630 604 ------- Stage 2 623 597 - 775 717 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 379 391 824 392 398 655 1360 - - 1158 - - Mov Cap-2 Maneuver 379 391 - 392 398 ------- Stage 1 775 714 - 629 603 ------- Stage 2 606 596 - 769 714 ------- Approach EB WB NB SB HCM Control Delay, s 12.7 12.2 0 0.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1360 - - 468 392 630 1158 - - HCM Lane V/C Ratio 0.001 - - 0.007 0.028 0.028 0.005 - - HCM Control Delay (s) 7.6 - - 12.7 14.4 10.9 8.1 - - HCM Lane LOS A - -BBBA - - HCM 95th %tile Q(veh) 0 - - 0 0.1 0.1 0 - - Lanes, Volumes, Timings 3: Eldamain Rd & Grundy Access 03/16/2022 Brightfarms Yorkville 7:30 am 07/22/2021 No Build (2032) AM Peak Hour Synchro 11 Report Sam Schwartz Page 5 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 15 5 5 360 195 15 Future Volume (vph) 15 5 5 360 195 15 Ideal Flow (vphpl) 1900 1900 1900 2000 2000 1900 Lane Width (ft) 16 12 11 13 13 11 Storage Length (ft) 0 0 155 160 Storage Lanes 1 0 1 1 Taper Length (ft) 25 225 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.968 0.850 Flt Protected 0.963 0.950 Satd. Flow (prot) 1024 0 953 1968 1797 863 Flt Permitted 0.963 0.950 Satd. Flow (perm) 1024 0 953 1968 1797 863 Link Speed (mph) 30 45 45 Link Distance (ft) 736 9359 946 Travel Time (s) 16.7 141.8 14.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 100% 83% 83% 5% 15% 81% Adj. Flow (vph) 16 5 5 391 212 16 Shared Lane Traffic (%) Lane Group Flow (vph) 21 0 5 391 212 16 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 16 13 13 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 0.85 1.00 1.04 0.90 0.90 1.04 Turning Speed (mph) 15 9 15 9 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 28.0% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 3: Eldamain Rd & Grundy Access 03/16/2022 Brightfarms Yorkville 7:30 am 07/22/2021 No Build (2032) AM Peak Hour Synchro 11 Report Sam Schwartz Page 6 Intersection Int Delay, s/veh 0.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 15 5 5 360 195 15 Future Vol, veh/h 15 5 5 360 195 15 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 155 - - 160 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 100 83 83 5 15 81 Mvmt Flow 16 5 5 391 212 16 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 613 212 228 0 - 0 Stage 1 212 ----- Stage 2 401 ----- Critical Hdwy 7.4 7.03 4.93 - - - Critical Hdwy Stg 1 6.4 ----- Critical Hdwy Stg 2 6.4 ----- Follow-up Hdwy 4.4 4.047 2.947 - - - Pot Cap-1 Maneuver 330 661 980 - - - Stage 1 637 ----- Stage 2 507 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 328 661 980 - - - Mov Cap-2 Maneuver 328 ----- Stage 1 634 ----- Stage 2 507 ----- Approach EB NB SB HCM Control Delay, s 15.2 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 980 - 375 - - HCM Lane V/C Ratio 0.006 - 0.058 - - HCM Control Delay (s) 8.7 - 15.2 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0 - 0.2 - - Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/16/2022 Brightfarms Yorkville 7:30 am 07/22/2021 No Build (2032) AM Peak Hour Synchro 11 Report Sam Schwartz Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 180 565 40 35 290 100 25 90 75 115 40 95 Future Volume (vph) 180 565 40 35 290 100 25 90 75 115 40 95 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 13 13 12 13 13 14 13 12 11 13 13 12 Storage Length (ft) 285 225 180 300 215 215 330 255 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 220 180 210 130 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.98 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1811 3812 1568 1696 3636 1267 1865 2000 1473 1492 2067 1495 Flt Permitted 0.425 0.414 0.730 0.566 Satd. Flow (perm) 809 3812 1568 739 3636 1238 1433 2000 1473 889 2067 1495 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 62 105 79 100 Link Speed (mph) 45 45 45 45 Link Distance (ft) 1408 1708 1322 9359 Travel Time (s) 21.3 25.9 20.0 141.8 Confl. Peds. (#/hr) 3 3 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 3% 3% 3% 10% 8% 36% 0% 0% 6% 25% 0% 8% Adj. Flow (vph) 189 595 42 37 305 105 26 95 79 121 42 100 Shared Lane Traffic (%) Lane Group Flow (vph) 189 595 42 37 305 105 26 95 79 121 42 100 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 13 13 13 13 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 0.96 0.90 1.00 0.96 0.90 0.92 0.96 0.94 1.04 0.96 0.90 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 121121121121 Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)000000000000 Detector 1 Position(ft)000000000000 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft)6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/16/2022 Brightfarms Yorkville 7:30 am 07/22/2021 No Build (2032) AM Peak Hour Synchro 11 Report Sam Schwartz Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov Protected Phases 523167381745 Permitted Phases 2 2 6 6 8 8 4 4 Detector Phase 523167381745 Switch Phase Minimum Initial (s) 6.0 20.0 6.0 6.0 20.0 6.0 6.0 8.0 6.0 6.0 8.0 6.0 Minimum Split (s) 12.3 26.3 12.3 12.3 26.3 12.3 12.3 22.5 12.3 12.3 34.3 12.3 Total Split (s) 30.0 75.0 30.0 30.0 75.0 35.0 30.0 30.0 30.0 35.0 35.0 30.0 Total Split (%) 17.6% 44.1% 17.6% 17.6% 44.1% 20.6% 17.6% 17.6% 17.6% 20.6% 20.6% 17.6% Maximum Green (s) 23.7 68.7 23.7 23.7 68.7 28.7 23.7 23.7 23.7 28.7 28.7 23.7 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 7.0 3.0 3.0 7.0 3.0 3.0 5.0 3.0 3.0 5.0 3.0 Recall Mode None None None None None None None Max None None Max None Act Effct Green (s) 40.4 30.3 43.1 28.5 21.7 32.7 30.8 24.3 37.5 40.5 31.6 50.7 Actuated g/C Ratio 0.42 0.32 0.45 0.30 0.23 0.34 0.32 0.26 0.39 0.43 0.33 0.53 v/c Ratio 0.40 0.49 0.06 0.13 0.37 0.21 0.05 0.19 0.13 0.27 0.06 0.12 Control Delay 20.2 28.9 2.4 18.1 33.1 4.7 17.7 31.1 5.8 19.0 25.4 3.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 20.2 28.9 2.4 18.1 33.1 4.7 17.7 31.1 5.8 19.0 25.4 3.1 LOS CCABCABCABCA Approach Delay 25.6 25.2 19.4 14.0 Approach LOS C C B B Queue Length 50th (ft) 70 156 0 13 81 0 8 44 0 42 17 0 Queue Length 95th (ft) 124 225 12 33 132 31 27 100 32 91 47 26 Internal Link Dist (ft) 1328 1628 1242 9279 Turn Bay Length (ft) 285 225 180 300 215 215 330 255 Base Capacity (vph) 597 2768 1019 556 2640 715 736 512 878 572 686 1005 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.32 0.21 0.04 0.07 0.12 0.15 0.04 0.19 0.09 0.21 0.06 0.10 Intersection Summary Area Type: Other Cycle Length: 170 Actuated Cycle Length: 95.1 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.49 Intersection Signal Delay: 23.0 Intersection LOS: C Intersection Capacity Utilization 55.4% ICU Level of Service B Analysis Period (min) 15 Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/16/2022 Brightfarms Yorkville 7:30 am 07/22/2021 No Build (2032) AM Peak Hour Synchro 11 Report Sam Schwartz Page 9 Splits and Phases: 4: Eldamain Rd & US Rte 34 Lanes, Volumes, Timings 1: Eldamain Rd/Ashe Rd & Galena Rd 03/16/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 No Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 60 110 35 125 190 10 45 180 100 5 315 130 Future Volume (vph) 60 110 35 125 190 10 45 180 100 5 315 130 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 14 12 13 13 12 12 12 12 11 12 12 11 Storage Length (ft) 290 260 145 155 145 155 150 240 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 195 200 165 135 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1888 1980 1574 1516 1923 1615 1752 1961 1249 1805 1961 1561 Flt Permitted 0.596 0.675 0.298 0.634 Satd. Flow (perm) 1184 1980 1574 1077 1923 1615 550 1961 1249 1205 1961 1561 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 109 109 109 141 Link Speed (mph) 55 55 45 45 Link Distance (ft) 773 1094 1012 673 Travel Time (s) 9.6 13.6 15.3 10.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 2% 1% 6% 23% 4% 0% 3% 2% 25% 0% 2% 0% Adj. Flow (vph) 65 120 38 136 207 11 49 196 109 5 342 141 Shared Lane Traffic (%) Lane Group Flow (vph) 65 120 38 136 207 11 49 196 109 5 342 141 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 14 14 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 0.92 0.94 0.96 0.96 0.94 1.00 1.00 0.94 1.04 1.00 0.94 1.04 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 121121121121 Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)000000000000 Detector 1 Position(ft)000000000000 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft)6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov Lanes, Volumes, Timings 1: Eldamain Rd/Ashe Rd & Galena Rd 03/16/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 No Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Protected Phases 523167381745 Permitted Phases 2 2 6 6 8 8 4 4 Detector Phase 523167381745 Switch Phase Minimum Initial (s) 6.0 25.0 6.0 6.0 25.0 6.0 6.0 15.0 6.0 6.0 15.0 6.0 Minimum Split (s) 12.0 31.0 12.0 12.0 31.0 12.0 12.0 24.0 12.0 12.0 21.0 12.0 Total Split (s) 13.0 34.0 13.0 13.0 34.0 13.0 13.0 30.0 13.0 13.0 30.0 13.0 Total Split (%) 14.4% 37.8% 14.4% 14.4% 37.8% 14.4% 14.4% 33.3% 14.4% 14.4% 33.3% 14.4% Maximum Green (s) 7.0 28.0 7.0 7.0 28.0 7.0 7.0 24.0 7.0 7.0 24.0 7.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 7.0 3.0 3.0 7.0 3.0 3.0 5.0 3.0 3.0 5.0 3.0 Recall Mode None Max None None Max None None None None None None None Act Effct Green (s) 35.0 28.3 41.1 35.4 28.5 40.7 28.5 25.9 38.8 25.2 20.6 33.4 Actuated g/C Ratio 0.42 0.34 0.49 0.42 0.34 0.49 0.34 0.31 0.46 0.30 0.25 0.40 v/c Ratio 0.12 0.18 0.05 0.28 0.32 0.01 0.17 0.32 0.17 0.01 0.71 0.20 Control Delay 14.3 22.9 0.1 16.1 24.2 0.0 18.0 25.0 4.2 16.2 38.5 3.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 14.3 22.9 0.1 16.1 24.2 0.0 18.0 25.0 4.2 16.2 38.5 3.9 LOS BCABCABCABDA Approach Delay 16.5 20.3 17.6 28.3 Approach LOS B C B C Queue Length 50th (ft) 19 48 0 42 87 0 16 71 0 2 173 0 Queue Length 95th (ft) 43 92 0 81 150 0 38 150 30 8 266 34 Internal Link Dist (ft) 693 1014 932 593 Turn Bay Length (ft) 290 260 145 155 145 155 150 240 Base Capacity (vph) 560 669 834 494 654 858 288 657 640 423 568 712 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.12 0.18 0.05 0.28 0.32 0.01 0.17 0.30 0.17 0.01 0.60 0.20 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 83.8 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.71 Intersection Signal Delay: 21.8 Intersection LOS: C Intersection Capacity Utilization 68.5% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: Eldamain Rd/Ashe Rd & Galena Rd Lanes, Volumes, Timings 2: Eldamain Rd & Farm Access/Corneils Rd 03/16/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 No Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 1 1 1 40 1 5 1 320 30 5 470 1 Future Volume (vph) 1 1 1 40 1 5 1 320 30 5 470 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 14 12 12 11 12 11 13 12 11 13 12 Storage Length (ft) 0 0 145 0 195 0 180 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft) 25 175 205 265 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.955 0.871 0.987 Flt Protected 0.984 0.950 0.950 0.950 Satd. Flow (prot) 0 1904 0 1805 1600 0 1745 1775 0 1491 1870 0 Flt Permitted 0.984 0.950 0.950 0.950 Satd. Flow (perm) 0 1904 0 1805 1600 0 1745 1775 0 1491 1870 0 Link Speed (mph) 30 55 45 45 Link Distance (ft) 963 1624 946 3769 Travel Time (s) 21.9 20.1 14.3 57.1 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 10% 0% 17% 5% 0% Adj. Flow (vph) 1 1 1 47 1 6 1 376 35 6 553 1 Shared Lane Traffic (%) Lane Group Flow (vph) 0 3 0 47 7 0 1 411 0 6 554 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 11 11 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 0.92 1.00 1.00 1.04 1.00 1.04 0.96 1.00 1.04 0.96 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 37.0% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 2: Eldamain Rd & Farm Access/Corneils Rd 03/16/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 No Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 4 Intersection Int Delay, s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 1 1 40 1 5 1 320 30 5 470 1 Future Vol, veh/h 1 1 1 40 1 5 1 320 30 5 470 1 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 145 - - 195 - - 180 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 0 0000001001750 Mvmt Flow 1 1 1 47 1 6 1 376 35 6 553 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 965 979 554 963 962 394 554 0 0 411 0 0 Stage 1 566 566 - 396 396 ------- Stage 2 399 413 - 567 566 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.27 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.353 - - Pot Cap-1 Maneuver 236 252 536 237 258 659 1026 - - 1072 - - Stage 1 513 511 - 633 607 ------- Stage 2 631 597 - 512 511 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 232 250 536 234 256 659 1026 - - 1072 - - Mov Cap-2 Maneuver 232 250 - 234 256 ------- Stage 1 512 508 - 632 606 ------- Stage 2 624 596 - 507 508 ------- Approach EB WB NB SB HCM Control Delay, s 17.4 22.6 0 0.1 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1026 - - 295 234 522 1072 - - HCM Lane V/C Ratio 0.001 - - 0.012 0.201 0.014 0.005 - - HCM Control Delay (s) 8.5 - - 17.4 24.2 12 8.4 - - HCM Lane LOS A - - C C B A - - HCM 95th %tile Q(veh) 0 - - 0 0.7 0 0 - - Lanes, Volumes, Timings 3: Eldamain Rd & Grundy Access 03/16/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 No Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 5 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 15 10 5 335 500 10 Future Volume (vph) 15 10 5 335 500 10 Ideal Flow (vphpl) 1900 1900 1900 2000 2000 1900 Lane Width (ft) 16 12 11 13 13 11 Storage Length (ft) 0 0 155 160 Storage Lanes 1 0 1 1 Taper Length (ft) 25 225 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.947 0.850 Flt Protected 0.971 0.950 Satd. Flow (prot) 1064 0 953 1968 2006 817 Flt Permitted 0.971 0.950 Satd. Flow (perm) 1064 0 953 1968 2006 817 Link Speed (mph) 30 45 45 Link Distance (ft) 736 9359 946 Travel Time (s) 16.7 141.8 14.3 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 Heavy Vehicles (%) 88% 83% 83% 5% 3% 91% Adj. Flow (vph) 17 11 6 385 575 11 Shared Lane Traffic (%) Lane Group Flow (vph) 28 0 6 385 575 11 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 16 13 13 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 0.85 1.00 1.04 0.90 0.90 1.04 Turning Speed (mph) 15 9 15 9 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 35.0% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 3: Eldamain Rd & Grundy Access 03/16/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 No Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 6 Intersection Int Delay, s/veh 0.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 15 10 5 335 500 10 Future Vol, veh/h 15 10 5 335 500 10 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 155 - - 160 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 88 83 83 5 3 91 Mvmt Flow 17 11 6 385 575 11 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 972 575 586 0 - 0 Stage 1 575 ----- Stage 2 397 ----- Critical Hdwy 7.28 7.03 4.93 - - - Critical Hdwy Stg 1 6.28 ----- Critical Hdwy Stg 2 6.28 ----- Follow-up Hdwy 4.292 4.047 2.947 - - - Pot Cap-1 Maneuver 198 393 689 - - - Stage 1 425 ----- Stage 2 527 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 196 393 689 - - - Mov Cap-2 Maneuver 196 ----- Stage 1 421 ----- Stage 2 527 ----- Approach EB NB SB HCM Control Delay, s 21.6 0.2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 689 - 245 - - HCM Lane V/C Ratio 0.008 - 0.117 - - HCM Control Delay (s) 10.3 - 21.6 - - HCM Lane LOS B - C - - HCM 95th %tile Q(veh) 0 - 0.4 - - Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/16/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 No Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 200 625 70 125 710 105 90 60 85 155 135 310 Future Volume (vph) 200 625 70 125 710 105 90 60 85 155 135 310 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 13 13 12 13 13 14 13 12 11 13 13 12 Storage Length (ft) 285 225 180 300 215 215 330 255 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 220 180 210 130 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.98 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1811 3812 1615 1865 3888 1511 1865 1961 1516 1651 2046 1538 Flt Permitted 0.173 0.325 0.663 0.598 Satd. Flow (perm) 330 3812 1615 638 3888 1480 1302 1961 1516 1039 2046 1538 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 76 114 92 228 Link Speed (mph) 45 45 45 45 Link Distance (ft) 1408 1708 1322 9359 Travel Time (s) 21.3 25.9 20.0 141.8 Confl. Peds. (#/hr) 1 1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 0% 0% 1% 14% 0% 2% 3% 13% 1% 5% Adj. Flow (vph) 217 679 76 136 772 114 98 65 92 168 147 337 Shared Lane Traffic (%) Lane Group Flow (vph) 217 679 76 136 772 114 98 65 92 168 147 337 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 13 13 13 13 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 0.96 0.90 1.00 0.96 0.90 0.92 0.96 0.94 1.04 0.96 0.90 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 121121121121 Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)000000000000 Detector 1 Position(ft)000000000000 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft)6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/16/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 No Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov Protected Phases 523167381745 Permitted Phases 2 2 6 6 8 8 4 4 Detector Phase 523167381745 Switch Phase Minimum Initial (s) 6.0 20.0 6.0 6.0 20.0 6.0 6.0 8.0 6.0 6.0 8.0 6.0 Minimum Split (s) 12.3 26.3 12.3 12.3 26.3 12.3 12.3 22.5 12.3 12.3 34.3 12.3 Total Split (s) 30.0 75.0 30.0 30.0 75.0 35.0 30.0 30.0 30.0 35.0 35.0 30.0 Total Split (%) 17.6% 44.1% 17.6% 17.6% 44.1% 20.6% 17.6% 17.6% 17.6% 20.6% 20.6% 17.6% Maximum Green (s) 23.7 68.7 23.7 23.7 68.7 28.7 23.7 23.7 23.7 28.7 28.7 23.7 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 7.0 3.0 3.0 7.0 3.0 3.0 5.0 3.0 3.0 5.0 3.0 Recall Mode None None None None None None None Max None None Max None Act Effct Green (s) 59.0 43.8 59.9 48.4 38.3 52.9 34.7 25.0 41.5 44.2 30.0 52.0 Actuated g/C Ratio 0.49 0.37 0.50 0.41 0.32 0.44 0.29 0.21 0.35 0.37 0.25 0.44 v/c Ratio 0.61 0.48 0.09 0.37 0.62 0.16 0.23 0.16 0.16 0.37 0.29 0.42 Control Delay 23.9 30.1 3.4 19.4 36.9 3.2 28.6 45.6 7.5 29.9 41.1 9.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 23.9 30.1 3.4 19.4 36.9 3.2 28.6 45.6 7.5 29.9 41.1 9.9 LOS CCABDACDACDA Approach Delay 26.7 30.8 25.3 22.1 Approach LOS CCCC Queue Length 50th (ft) 87 203 0 52 256 0 47 40 0 86 90 49 Queue Length 95th (ft) 149 292 24 96 373 29 106 101 43 175 184 147 Internal Link Dist (ft) 1328 1628 1242 9279 Turn Bay Length (ft) 285 225 180 300 215 215 330 255 Base Capacity (vph) 466 2234 1035 566 2279 894 607 411 755 551 514 892 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.47 0.30 0.07 0.24 0.34 0.13 0.16 0.16 0.12 0.30 0.29 0.38 Intersection Summary Area Type: Other Cycle Length: 170 Actuated Cycle Length: 119.2 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.62 Intersection Signal Delay: 27.0 Intersection LOS: C Intersection Capacity Utilization 66.0% ICU Level of Service C Analysis Period (min) 15 Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/16/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 No Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 9 Splits and Phases: 4: Eldamain Rd & US Rte 34 Lanes, Volumes, Timings 1: Eldamain Rd/Ashe Rd & Galena Rd 03/30/2022 Brightfarms Yorkville 7:30 am 07/22/2021 Future Build (2032) AM Peak Hour Synchro 10 Report Sam Schwartz Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 120 140 40 70 80 10 20 260 90 5 125 60 Future Volume (vph) 120 140 40 70 80 10 20 260 90 5 125 60 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 14 12 13 13 12 12 12 12 11 12 12 11 Storage Length (ft) 290 260 145 155 145 155 150 240 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 195 200 165 135 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1906 1923 1574 1342 1961 1468 1703 2000 1084 1805 1942 1501 Flt Permitted 0.697 0.659 0.624 0.462 Satd. Flow (perm) 1399 1923 1574 931 1961 1468 1118 2000 1084 878 1942 1501 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 109 109 109 109 Link Speed (mph) 55 55 45 45 Link Distance (ft) 773 1094 1012 673 Travel Time (s) 9.6 13.6 15.3 10.2 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 1% 4% 6% 39% 2% 10% 6% 0% 44% 0% 3% 4% Adj. Flow (vph) 132 154 44 77 88 11 22 286 99 5 137 66 Shared Lane Traffic (%) Lane Group Flow (vph) 132 154 44 77 88 11 22 286 99 5 137 66 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 14 14 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 0.92 0.94 0.96 0.96 0.94 1.00 1.00 0.94 1.04 1.00 0.94 1.04 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 121121121121 Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)000000000000 Detector 1 Position(ft)000000000000 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft)6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov Lanes, Volumes, Timings 1: Eldamain Rd/Ashe Rd & Galena Rd 03/30/2022 Brightfarms Yorkville 7:30 am 07/22/2021 Future Build (2032) AM Peak Hour Synchro 10 Report Sam Schwartz Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Protected Phases 523167381745 Permitted Phases 2 2 6 6 8 8 4 4 Detector Phase 523167381745 Switch Phase Minimum Initial (s) 6.0 25.0 6.0 6.0 25.0 6.0 6.0 15.0 6.0 6.0 15.0 6.0 Minimum Split (s) 12.0 31.0 12.0 12.0 31.0 12.0 12.0 24.0 12.0 12.0 21.0 12.0 Total Split (s) 13.0 34.0 13.0 13.0 34.0 13.0 13.0 30.0 13.0 13.0 30.0 13.0 Total Split (%) 14.4% 37.8% 14.4% 14.4% 37.8% 14.4% 14.4% 33.3% 14.4% 14.4% 33.3% 14.4% Maximum Green (s) 7.0 28.0 7.0 7.0 28.0 7.0 7.0 24.0 7.0 7.0 24.0 7.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 7.0 3.0 3.0 7.0 3.0 3.0 5.0 3.0 3.0 5.0 3.0 Recall Mode None Max None None Max None None None None None None None Act Effct Green (s) 34.3 29.0 41.7 34.1 28.9 41.3 22.8 20.4 33.5 21.1 17.9 31.1 Actuated g/C Ratio 0.45 0.38 0.55 0.45 0.38 0.55 0.30 0.27 0.44 0.28 0.24 0.41 v/c Ratio 0.19 0.21 0.05 0.17 0.12 0.01 0.06 0.53 0.18 0.02 0.30 0.10 Control Delay 12.8 20.7 0.1 13.2 20.3 0.0 17.2 29.4 4.0 16.6 28.3 1.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.8 20.7 0.1 13.2 20.3 0.0 17.2 29.4 4.0 16.6 28.3 1.4 LOS BCABCABCABCA Approach Delay 14.8 15.9 22.6 19.5 Approach LOS B B C B Queue Length 50th (ft) 33 54 0 19 30 0 7 109 0 2 61 0 Queue Length 95th (ft) 76 113 0 50 70 0 22 217 25 8 110 9 Internal Link Dist (ft) 693 1014 932 593 Turn Bay Length (ft) 290 260 145 155 145 155 150 240 Base Capacity (vph) 681 736 929 459 748 868 393 669 545 339 635 684 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.19 0.21 0.05 0.17 0.12 0.01 0.06 0.43 0.18 0.01 0.22 0.10 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 75.7 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.53 Intersection Signal Delay: 18.7 Intersection LOS: B Intersection Capacity Utilization 59.1% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 1: Eldamain Rd/Ashe Rd & Galena Rd Lanes, Volumes, Timings 2: Eldamain Rd & Farm Access/Corneils Rd 03/30/2022 Brightfarms Yorkville 7:30 am 07/22/2021 Future Build (2032) AM Peak Hour Synchro 10 Report Sam Schwartz Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 1 1 1 25 1 20 1 350 65 35 200 1 Future Volume (vph) 1 1 1 25 1 20 1 350 65 35 200 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 1900 1900 Lane Width (ft) 12 14 12 12 11 12 11 13 12 11 13 12 Storage Length (ft) 0 0 145 0 195 215 180 0 Storage Lanes 0 0 1 0 1 1 1 0 Taper Length (ft) 265 175 205 265 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.955 0.857 0.850 0.999 Flt Protected 0.984 0.950 0.950 0.950 Satd. Flow (prot) 0 1904 0 1805 1574 0 1745 1879 1583 1531 1571 0 Flt Permitted 0.984 0.950 0.950 0.950 Satd. Flow (perm) 0 1904 0 1805 1574 0 1745 1879 1583 1531 1571 0 Link Speed (mph) 30 55 45 45 Link Distance (ft) 963 760 946 3769 Travel Time (s) 21.9 9.4 14.3 57.1 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 10% 2% 14% 25% 0% Adj. Flow (vph) 1 1 1 27 1 22 1 385 71 38 220 1 Shared Lane Traffic (%) Lane Group Flow (vph) 0 3 0 27 23 0 1 385 71 38 221 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 11 11 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 0.92 1.00 1.00 1.04 1.00 1.04 0.90 1.00 1.04 0.96 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 34.3% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 2: Eldamain Rd & Farm Access/Corneils Rd 03/30/2022 Brightfarms Yorkville 7:30 am 07/22/2021 Future Build (2032) AM Peak Hour Synchro 10 Report Sam Schwartz Page 4 Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 1 1 25 1 20 1 350 65 35 200 1 Future Vol, veh/h 1 1 1 25 1 20 1 350 65 35 200 1 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 145 - - 195 - 215 180 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 0 00000010214250 Mvmt Flow 1 1 1 27 1 22 1 385 71 38 220 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 731 755 221 685 684 385 221 0 0 456 0 0 Stage 1 297 297 - 387 387 ------- Stage 2 434 458 - 298 297 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.24 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.326 - - Pot Cap-1 Maneuver 340 340 824 365 374 667 1360 - - 1044 - - Stage 1 716 671 - 641 613 ------- Stage 2 604 570 - 715 671 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 319 327 824 353 360 667 1360 - - 1044 - - Mov Cap-2 Maneuver 319 327 - 353 360 ------- Stage 1 715 647 - 640 612 ------- Stage 2 583 569 - 687 647 ------- Approach EB WB NB SB HCM Control Delay, s 14 13.7 0 1.3 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1360 - - 405 353 641 1044 - - HCM Lane V/C Ratio 0.001 - - 0.008 0.078 0.036 0.037 - - HCM Control Delay (s) 7.6 - - 14 16.1 10.8 8.6 - - HCM Lane LOS A - - B C B A - - HCM 95th %tile Q(veh) 0 - - 0 0.3 0.1 0.1 - - Lanes, Volumes, Timings 3: Eldamain Rd & Grundy Access 03/30/2022 Brightfarms Yorkville 7:30 am 07/22/2021 Future Build (2032) AM Peak Hour Synchro 10 Report Sam Schwartz Page 5 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 15 5 5 400 210 15 Future Volume (vph) 15 5 5 400 210 15 Ideal Flow (vphpl) 1900 1900 1900 2000 2000 1900 Lane Width (ft) 16 12 11 13 13 11 Storage Length (ft) 0 0 155 160 Storage Lanes 1 0 1 1 Taper Length (ft) 25 225 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.968 0.850 Flt Protected 0.963 0.950 Satd. Flow (prot) 1024 0 953 1968 1813 863 Flt Permitted 0.963 0.950 Satd. Flow (perm) 1024 0 953 1968 1813 863 Link Speed (mph) 30 45 45 Link Distance (ft) 736 9359 946 Travel Time (s) 16.7 141.8 14.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 100% 83% 83% 5% 14% 81% Adj. Flow (vph) 16 5 5 435 228 16 Shared Lane Traffic (%) Lane Group Flow (vph) 21 0 5 435 228 16 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 16 13 13 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 0.85 1.00 1.04 0.90 0.90 1.04 Turning Speed (mph) 15 9 15 9 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 30.0% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 3: Eldamain Rd & Grundy Access 03/30/2022 Brightfarms Yorkville 7:30 am 07/22/2021 Future Build (2032) AM Peak Hour Synchro 10 Report Sam Schwartz Page 6 Intersection Int Delay, s/veh 0.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 15 5 5 400 210 15 Future Vol, veh/h 15 5 5 400 210 15 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 155 - - 160 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 100 83 83 5 14 81 Mvmt Flow 16 5 5 435 228 16 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 673 228 244 0 - 0 Stage 1 228 ----- Stage 2 445 ----- Critical Hdwy 7.4 7.03 4.93 - - - Critical Hdwy Stg 1 6.4 ----- Critical Hdwy Stg 2 6.4 ----- Follow-up Hdwy 4.4 4.047 2.947 - - - Pot Cap-1 Maneuver 301 646 965 - - - Stage 1 625 ----- Stage 2 481 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 299 646 965 - - - Mov Cap-2 Maneuver 299 ----- Stage 1 622 ----- Stage 2 481 ----- Approach EB NB SB HCM Control Delay, s 16.1 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 965 - 345 - - HCM Lane V/C Ratio 0.006 - 0.063 - - HCM Control Delay (s) 8.8 - 16.1 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0 - 0.2 - - Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/30/2022 Brightfarms Yorkville 7:30 am 07/22/2021 Future Build (2032) AM Peak Hour Synchro 10 Report Sam Schwartz Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 190 565 40 35 290 130 25 90 75 125 40 100 Future Volume (vph) 190 565 40 35 290 130 25 90 75 125 40 100 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 13 13 12 13 13 14 13 12 11 13 13 12 Storage Length (ft) 285 225 180 300 215 215 330 255 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 220 180 210 130 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.98 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1811 3812 1568 1696 3636 1346 1865 2000 1473 1516 2067 1495 Flt Permitted 0.422 0.424 0.730 0.558 Satd. Flow (perm) 803 3812 1568 757 3636 1315 1433 2000 1473 891 2067 1495 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 62 137 79 105 Link Speed (mph) 45 45 45 45 Link Distance (ft) 1408 1708 1322 9359 Travel Time (s) 21.3 25.9 20.0 141.8 Confl. Peds. (#/hr) 3 3 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 3% 3% 3% 10% 8% 28% 0% 0% 6% 23% 0% 8% Adj. Flow (vph) 200 595 42 37 305 137 26 95 79 132 42 105 Shared Lane Traffic (%) Lane Group Flow (vph) 200 595 42 37 305 137 26 95 79 132 42 105 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 13 13 13 13 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 0.96 0.90 1.00 0.96 0.90 0.92 0.96 0.94 1.04 0.96 0.90 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 121121121121 Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)000000000000 Detector 1 Position(ft)000000000000 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft)6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/30/2022 Brightfarms Yorkville 7:30 am 07/22/2021 Future Build (2032) AM Peak Hour Synchro 10 Report Sam Schwartz Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov Protected Phases 523167381745 Permitted Phases 2 2 6 6 8 8 4 4 Detector Phase 523167381745 Switch Phase Minimum Initial (s) 6.0 20.0 6.0 6.0 20.0 6.0 6.0 8.0 6.0 6.0 8.0 6.0 Minimum Split (s) 12.3 26.3 12.3 12.3 26.3 12.3 12.3 22.5 12.3 12.3 34.3 12.3 Total Split (s) 30.0 75.0 30.0 30.0 75.0 35.0 30.0 30.0 30.0 35.0 35.0 30.0 Total Split (%) 17.6% 44.1% 17.6% 17.6% 44.1% 20.6% 17.6% 17.6% 17.6% 20.6% 20.6% 17.6% Maximum Green (s) 23.7 68.7 23.7 23.7 68.7 28.7 23.7 23.7 23.7 28.7 28.7 23.7 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 7.0 3.0 3.0 7.0 3.0 3.0 5.0 3.0 3.0 5.0 3.0 Recall Mode None None None None None None None Max None None Max None Act Effct Green (s) 40.8 30.5 43.3 28.2 21.4 32.8 30.6 24.2 37.3 41.1 31.9 51.5 Actuated g/C Ratio 0.43 0.32 0.45 0.29 0.22 0.34 0.32 0.25 0.39 0.43 0.33 0.54 v/c Ratio 0.41 0.49 0.06 0.13 0.38 0.25 0.05 0.19 0.13 0.29 0.06 0.12 Control Delay 20.6 29.1 2.4 18.4 33.8 4.4 17.7 31.5 5.9 19.2 25.2 3.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 20.6 29.1 2.4 18.4 33.8 4.4 17.7 31.5 5.9 19.2 25.2 3.0 LOS CCABCABCABCA Approach Delay 25.7 24.2 19.6 14.0 Approach LOS C C B B Queue Length 50th (ft) 75 156 0 13 81 0 8 44 0 46 17 0 Queue Length 95th (ft) 133 227 12 33 135 35 27 100 32 98 47 26 Internal Link Dist (ft) 1328 1628 1242 9279 Turn Bay Length (ft) 285 225 180 300 215 215 330 255 Base Capacity (vph) 595 2753 1017 557 2626 765 736 505 871 579 690 1007 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.34 0.22 0.04 0.07 0.12 0.18 0.04 0.19 0.09 0.23 0.06 0.10 Intersection Summary Area Type: Other Cycle Length: 170 Actuated Cycle Length: 95.6 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.49 Intersection Signal Delay: 22.8 Intersection LOS: C Intersection Capacity Utilization 56.5% ICU Level of Service B Analysis Period (min) 15 Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/30/2022 Brightfarms Yorkville 7:30 am 07/22/2021 Future Build (2032) AM Peak Hour Synchro 10 Report Sam Schwartz Page 9 Splits and Phases: 4: Eldamain Rd & US Rte 34 Lanes, Volumes, Timings 5: Corneils Rd & Site Access 03/30/2022 Brightfarms Yorkville 7:30 am 07/22/2021 Future Build (2032) AM Peak Hour Synchro 10 Report Sam Schwartz Page 10 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 70 30 25 10 1 20 Future Volume (vph) 70 30 25 10 1 20 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 265 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 265 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.962 0.869 Flt Protected 0.966 0.998 Satd. Flow (prot) 0 1730 1828 0 1648 0 Flt Permitted 0.966 0.998 Satd. Flow (perm) 0 1730 1828 0 1648 0 Link Speed (mph) 55 55 30 Link Distance (ft) 760 911 450 Travel Time (s) 9.4 11.3 10.2 Peak Hour Factor 0.69 0.69 0.69 0.69 0.69 0.69 Heavy Vehicles (%) 7% 4% 0% 0% 0% 0% Adj. Flow (vph) 101 43 36 14 1 29 Shared Lane Traffic (%) Lane Group Flow (vph) 0 144 50 0 30 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 22.1% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 5: Corneils Rd & Site Access 03/30/2022 Brightfarms Yorkville 7:30 am 07/22/2021 Future Build (2032) AM Peak Hour Synchro 10 Report Sam Schwartz Page 11 Intersection Int Delay, s/veh 4.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 70 30 25 10 1 20 Future Vol, veh/h 70 30 25 10 1 20 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 69 69 69 69 69 69 Heavy Vehicles, % 7 40000 Mvmt Flow 101 43 36 14 1 29 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 50 0 - 0 288 43 Stage 1 - - - - 43 - Stage 2 - - - - 245 - Critical Hdwy 4.17 - - - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy 2.263 - - - 3.5 3.3 Pot Cap-1 Maneuver 1525 - - - 707 1033 Stage 1 - - - - 985 - Stage 2 - - - - 800 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1525 - - - 659 1033 Mov Cap-2 Maneuver - - - - 659 - Stage 1 - - - - 918 - Stage 2 - - - - 800 - Approach EB WB SB HCM Control Delay, s 5.3 0 8.7 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1525 - - - 1006 HCM Lane V/C Ratio 0.067 - - - 0.03 HCM Control Delay (s) 7.5 0 - - 8.7 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0.2 - - - 0.1 Lanes, Volumes, Timings 1: Eldamain Rd/Ashe Rd & Galena Rd 03/30/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 Future Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 60 110 35 125 190 10 45 195 105 5 340 130 Future Volume (vph) 60 110 35 125 190 10 45 195 105 5 340 130 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 14 12 13 13 12 12 12 12 11 12 12 11 Storage Length (ft) 290 260 145 155 145 155 150 240 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 195 200 165 135 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1888 1980 1574 1516 1923 1615 1752 1961 1210 1805 1961 1561 Flt Permitted 0.591 0.675 0.258 0.624 Satd. Flow (perm) 1174 1980 1574 1077 1923 1615 476 1961 1210 1186 1961 1561 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 109 109 115 143 Link Speed (mph) 55 55 45 45 Link Distance (ft) 773 1094 1012 673 Travel Time (s) 9.6 13.6 15.3 10.2 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 2% 1% 6% 23% 4% 0% 3% 2% 29% 0% 2% 0% Adj. Flow (vph) 66 121 38 137 209 11 49 214 115 5 374 143 Shared Lane Traffic (%) Lane Group Flow (vph) 66 121 38 137 209 11 49 214 115 5 374 143 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 14 14 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 0.92 0.94 0.96 0.96 0.94 1.00 1.00 0.94 1.04 1.00 0.94 1.04 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 121121121121 Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)000000000000 Detector 1 Position(ft)000000000000 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft)6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov Lanes, Volumes, Timings 1: Eldamain Rd/Ashe Rd & Galena Rd 03/30/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 Future Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Protected Phases 523167381745 Permitted Phases 2 2 6 6 8 8 4 4 Detector Phase 523167381745 Switch Phase Minimum Initial (s) 6.0 25.0 6.0 6.0 25.0 6.0 6.0 15.0 6.0 6.0 15.0 6.0 Minimum Split (s) 12.0 31.0 12.0 12.0 31.0 12.0 12.0 24.0 12.0 12.0 21.0 12.0 Total Split (s) 13.0 34.0 13.0 13.0 34.0 13.0 13.0 30.0 13.0 13.0 30.0 13.0 Total Split (%) 14.4% 37.8% 14.4% 14.4% 37.8% 14.4% 14.4% 33.3% 14.4% 14.4% 33.3% 14.4% Maximum Green (s) 7.0 28.0 7.0 7.0 28.0 7.0 7.0 24.0 7.0 7.0 24.0 7.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 7.0 3.0 3.0 7.0 3.0 3.0 5.0 3.0 3.0 5.0 3.0 Recall Mode None Max None None Max None None None None None None None Act Effct Green (s) 35.1 28.4 41.1 35.5 28.6 40.7 29.1 26.5 39.5 25.8 21.3 34.1 Actuated g/C Ratio 0.42 0.34 0.49 0.42 0.34 0.48 0.34 0.31 0.47 0.31 0.25 0.40 v/c Ratio 0.12 0.18 0.05 0.28 0.32 0.01 0.19 0.35 0.18 0.01 0.76 0.20 Control Delay 14.5 23.1 0.1 16.4 24.6 0.0 18.1 25.2 4.2 16.0 40.9 3.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 14.5 23.1 0.1 16.4 24.6 0.0 18.1 25.2 4.2 16.0 40.9 3.9 LOS BCABCABCABDA Approach Delay 16.7 20.7 17.9 30.5 Approach LOS B C B C Queue Length 50th (ft) 20 50 0 45 91 0 16 78 0 2 193 0 Queue Length 95th (ft) 44 92 0 82 151 0 38 162 31 8 293 34 Internal Link Dist (ft) 693 1014 932 593 Turn Bay Length (ft) 290 260 145 155 145 155 150 240 Base Capacity (vph) 552 664 828 490 649 852 270 666 628 425 563 720 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.12 0.18 0.05 0.28 0.32 0.01 0.18 0.32 0.18 0.01 0.66 0.20 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 84.5 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay: 22.8 Intersection LOS: C Intersection Capacity Utilization 69.8% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: Eldamain Rd/Ashe Rd & Galena Rd Lanes, Volumes, Timings 2: Eldamain Rd & Farm Access/Corneils Rd 03/30/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 Future Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 1 1 1 65 1 25 1 320 70 30 470 1 Future Volume (vph) 1 1 1 65 1 25 1 320 70 30 470 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 1900 1900 Lane Width (ft) 12 14 12 12 11 12 11 13 12 11 13 12 Storage Length (ft) 0 0 145 0 195 215 180 0 Storage Lanes 0 0 1 0 1 1 1 0 Taper Length (ft) 265 175 205 265 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.955 0.855 0.850 Flt Protected 0.984 0.950 0.950 0.950 Satd. Flow (prot) 0 1904 0 1805 1316 0 1745 1879 1615 1694 1870 0 Flt Permitted 0.984 0.950 0.950 0.950 Satd. Flow (perm) 0 1904 0 1805 1316 0 1745 1879 1615 1694 1870 0 Link Speed (mph) 30 55 45 45 Link Distance (ft) 963 760 946 3769 Travel Time (s) 21.9 9.4 14.3 57.1 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 0% 0% 0% 0% 0% 20% 0% 10% 0% 3% 5% 0% Adj. Flow (vph) 1 1 1 71 1 27 1 352 77 33 516 1 Shared Lane Traffic (%) Lane Group Flow (vph) 0 3 0 71 28 0 1 352 77 33 517 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 11 11 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 0.92 1.00 1.00 1.04 1.00 1.04 0.90 1.00 1.04 0.96 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 40.6% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 2: Eldamain Rd & Farm Access/Corneils Rd 03/30/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 Future Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 4 Intersection Int Delay, s/veh 2.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 1 1 65 1 25 1 320 70 30 470 1 Future Vol, veh/h 1 1 1 65 1 25 1 320 70 30 470 1 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 145 - - 195 - 215 180 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 0 0000200100350 Mvmt Flow 1 1 1 71 1 27 1 352 77 33 516 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 990 1014 517 938 937 352 517 0 0 429 0 0 Stage 1 583 583 - 354 354 ------- Stage 2 407 431 - 584 583 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.4 4.1 - - 4.13 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.48 2.2 - - 2.227 - - Pot Cap-1 Maneuver 227 240 562 247 267 653 1059 - - 1125 - - Stage 1 502 502 - 667 634 ------- Stage 2 625 586 - 501 502 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 212 233 562 240 259 653 1059 - - 1125 - - Mov Cap-2 Maneuver 212 233 - 240 259 ------- Stage 1 501 487 - 666 633 ------- Stage 2 597 585 - 484 487 ------- Approach EB WB NB SB HCM Control Delay, s 18.1 21.9 0 0.5 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1059 - - 278 240 617 1125 - - HCM Lane V/C Ratio 0.001 - - 0.012 0.298 0.046 0.029 - - HCM Control Delay (s) 8.4 - - 18.1 26.2 11.1 8.3 - - HCM Lane LOS A - - C D B A - - HCM 95th %tile Q(veh) 0 - - 0 1.2 0.1 0.1 - - Lanes, Volumes, Timings 3: Eldamain Rd & Grundy Access 03/30/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 Future Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 5 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 15 10 5 375 525 10 Future Volume (vph) 15 10 5 375 525 10 Ideal Flow (vphpl) 1900 1900 1900 2000 2000 1900 Lane Width (ft) 16 12 11 13 13 11 Storage Length (ft) 0 0 155 160 Storage Lanes 1 0 1 1 Taper Length (ft) 25 225 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.945 0.850 Flt Protected 0.971 0.950 Satd. Flow (prot) 1063 0 953 1987 2006 817 Flt Permitted 0.971 0.950 Satd. Flow (perm) 1063 0 953 1987 2006 817 Link Speed (mph) 30 45 45 Link Distance (ft) 736 9359 946 Travel Time (s) 16.7 141.8 14.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 88% 83% 83% 4% 3% 91% Adj. Flow (vph) 16 11 5 408 571 11 Shared Lane Traffic (%) Lane Group Flow (vph) 27 0 5 408 571 11 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 16 13 13 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 0.85 1.00 1.04 0.90 0.90 1.04 Turning Speed (mph) 15 9 15 9 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 36.3% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 3: Eldamain Rd & Grundy Access 03/30/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 Future Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 6 Intersection Int Delay, s/veh 0.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 15 10 5 375 525 10 Future Vol, veh/h 15 10 5 375 525 10 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 155 - - 160 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 88 83 83 4 3 91 Mvmt Flow 16 11 5 408 571 11 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 989 571 582 0 - 0 Stage 1 571 ----- Stage 2 418 ----- Critical Hdwy 7.28 7.03 4.93 - - - Critical Hdwy Stg 1 6.28 ----- Critical Hdwy Stg 2 6.28 ----- Follow-up Hdwy 4.292 4.047 2.947 - - - Pot Cap-1 Maneuver 193 395 692 - - - Stage 1 427 ----- Stage 2 514 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 192 395 692 - - - Mov Cap-2 Maneuver 192 ----- Stage 1 424 ----- Stage 2 514 ----- Approach EB NB SB HCM Control Delay, s 21.7 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 692 - 242 - - HCM Lane V/C Ratio 0.008 - 0.112 - - HCM Control Delay (s) 10.2 - 21.7 - - HCM Lane LOS B - C - - HCM 95th %tile Q(veh) 0 - 0.4 - - Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/30/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 Future Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 210 625 70 125 710 135 90 60 85 175 135 315 Future Volume (vph) 210 625 70 125 710 135 90 60 85 175 135 315 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 13 13 12 13 13 14 13 12 11 13 13 12 Storage Length (ft) 285 225 180 300 215 215 330 255 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 220 180 210 130 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.98 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1811 3812 1615 1865 3888 1552 1865 1961 1516 1665 2046 1538 Flt Permitted 0.176 0.339 0.666 0.578 Satd. Flow (perm) 335 3812 1615 666 3888 1517 1308 1961 1516 1013 2046 1538 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 74 142 89 236 Link Speed (mph) 45 45 45 45 Link Distance (ft) 1408 1708 1322 9359 Travel Time (s) 21.3 25.9 20.0 141.8 Confl. Peds. (#/hr) 3 3 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 3% 3% 0% 0% 1% 11% 0% 2% 3% 12% 1% 5% Adj. Flow (vph) 221 658 74 132 747 142 95 63 89 184 142 332 Shared Lane Traffic (%) Lane Group Flow (vph) 221 658 74 132 747 142 95 63 89 184 142 332 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 13 13 13 13 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 0.96 0.90 1.00 0.96 0.90 0.92 0.96 0.94 1.04 0.96 0.90 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 121121121121 Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)000000000000 Detector 1 Position(ft)000000000000 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft)6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/30/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 Future Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov Protected Phases 523167381745 Permitted Phases 2 2 6 6 8 8 4 4 Detector Phase 523167381745 Switch Phase Minimum Initial (s) 6.0 20.0 6.0 6.0 20.0 6.0 6.0 8.0 6.0 6.0 8.0 6.0 Minimum Split (s) 12.3 26.3 12.3 12.3 26.3 12.3 12.3 22.5 12.3 12.3 34.3 12.3 Total Split (s) 30.0 75.0 30.0 30.0 75.0 35.0 30.0 30.0 30.0 35.0 35.0 30.0 Total Split (%) 17.6% 44.1% 17.6% 17.6% 44.1% 20.6% 17.6% 17.6% 17.6% 20.6% 20.6% 17.6% Maximum Green (s) 23.7 68.7 23.7 23.7 68.7 28.7 23.7 23.7 23.7 28.7 28.7 23.7 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 7.0 3.0 3.0 7.0 3.0 3.0 5.0 3.0 3.0 5.0 3.0 Recall Mode None None None None None None None Max None None Max None Act Effct Green (s) 58.0 42.7 58.7 46.8 36.8 52.2 34.2 24.7 41.1 45.2 30.6 52.9 Actuated g/C Ratio 0.49 0.36 0.50 0.39 0.31 0.44 0.29 0.21 0.35 0.38 0.26 0.45 v/c Ratio 0.61 0.48 0.09 0.36 0.62 0.19 0.23 0.15 0.15 0.39 0.27 0.41 Control Delay 24.5 30.5 3.6 19.7 37.6 3.0 28.0 45.6 7.5 29.6 39.9 8.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 24.5 30.5 3.6 19.7 37.6 3.0 28.0 45.6 7.5 29.6 39.9 8.7 LOS CCABDACDACDA Approach Delay 27.0 30.5 25.1 21.3 Approach LOS CCCC Queue Length 50th (ft) 90 196 0 51 248 0 45 39 0 93 85 41 Queue Length 95th (ft) 156 286 24 95 366 32 103 98 42 188 177 133 Internal Link Dist (ft) 1328 1628 1242 9279 Turn Bay Length (ft) 285 225 180 300 215 215 330 255 Base Capacity (vph) 468 2251 1027 571 2296 917 614 409 755 558 528 908 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.47 0.29 0.07 0.23 0.33 0.15 0.15 0.15 0.12 0.33 0.27 0.37 Intersection Summary Area Type: Other Cycle Length: 170 Actuated Cycle Length: 118.5 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.62 Intersection Signal Delay: 26.8 Intersection LOS: C Intersection Capacity Utilization 67.6% ICU Level of Service C Analysis Period (min) 15 Lanes, Volumes, Timings 4: Eldamain Rd & US Rte 34 03/30/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 Future Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 9 Splits and Phases: 4: Eldamain Rd & US Rte 34 Lanes, Volumes, Timings 5: Corneils Rd & Site Access 03/30/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 Future Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 10 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 65 35 45 10 5 45 Future Volume (vph) 65 35 45 10 5 45 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 265 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 265 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.976 0.878 Flt Protected 0.969 0.995 Satd. Flow (prot) 0 1822 1854 0 1510 0 Flt Permitted 0.969 0.995 Satd. Flow (perm) 0 1822 1854 0 1510 0 Link Speed (mph) 55 55 30 Link Distance (ft) 760 911 450 Travel Time (s) 9.4 11.3 10.2 Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 Heavy Vehicles (%) 0% 3% 0% 0% 0% 11% Adj. Flow (vph) 79 43 55 12 6 55 Shared Lane Traffic (%) Lane Group Flow (vph) 0 122 67 0 61 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 22.1% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 5: Corneils Rd & Site Access 03/30/2022 Brightfarms Yorkville 3:15 pm 07/22/2021 Future Build (2032) PM Peak Hour Synchro 10 Report Sam Schwartz Page 11 Intersection Int Delay, s/veh 4.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 65 35 45 10 5 45 Future Vol, veh/h 65 35 45 10 5 45 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 82 82 82 82 82 82 Heavy Vehicles, % 0 300011 Mvmt Flow 79 43 55 12 6 55 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 67 0 - 0 262 61 Stage 1 - - - - 61 - Stage 2 - - - - 201 - Critical Hdwy 4.1 - - - 6.4 6.31 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy 2.2 - - - 3.5 3.399 Pot Cap-1 Maneuver 1547 - - - 731 979 Stage 1 - - - - 967 - Stage 2 - - - - 838 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1547 - - - 693 979 Mov Cap-2 Maneuver - - - - 693 - Stage 1 - - - - 917 - Stage 2 - - - - 838 - Approach EB WB SB HCM Control Delay, s 4.8 0 9.1 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1547 - - - 940 HCM Lane V/C Ratio 0.051 - - - 0.065 HCM Control Delay (s) 7.5 0 - - 9.1 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0.2 - - - 0.2 samschwartz.com Raw Traffic Data Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldamain Rd.@Galena Rd.Site Code:Start Date: 07/27/2021Page No: 1Turning Movement DataStart TimeEldamain Rd.Galena Rd.Eldamain Rd.Galena Rd.SouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total6:00 AM91300022071500222138100602342400601646:15 AM618100250141300271854300758311700561836:30 AM7191002741617003723634009015392500792336:45 AM102900039124180043194370069836270071222Hourly Total327920011356163001298119815002943314093002668027:00 AM91300022118800271450300675262700581747:15 AM810200203131700331850300715271700491737:30 AM1221300361152100372550300787323000692207:45 AM2019100403171300331265600831525180058214Hourly Total496360011886359001306921515002993211092002347818:00 AM1012100234131400311742300623262200511678:15 AM5240002921814003425504007911302000612038:30 AM6213003039700191344400613181700381488:45 AM91430026318110032123410047718150040145Hourly Total307170010812584600116671701200249249274001906639:00 AM0000000000000000000000000*** BREAK ***-------------------------Hourly Total00000000000000000000000003:00 PM303600066139200060233460063822800382273:15 PM1650100671332400582934100073923900412393:30 PM19661008613938007824421300799201000392823:45 PM3962000101744200071193990067727150049288Hourly Total10421420032010155102002679514938002823392420016710364:00 PM34744001121381200511328600477191500412514:15 PM33551008933717005716226004414271000512414:30 PM277140010233523006118265004911232100552674:45 PM4367300113537170059112650042636180060274Hourly Total137267120041612147690022858102220018238105640020710335:00 PM25686009924317016216247104810261500512605:15 PM3169600106141160058824700397172200462495:30 PM256240091337180058142260042819800352265:45 PM185130072236250063171940040820160044219Hourly Total9925019003688157760124155892410169338261001769546:00 PM0000000000000000000000000Grand Total45194448001443556414150111114259231261014751936214260012405269 Approach %31.365.43.30.0--5.057.737.40.0--28.862.68.50.1--15.650.134.40.0---Total %8.617.90.90.0-27.41.012.27.90.0-21.18.117.52.40.0-28.03.711.88.10.0-23.5-Lights446933480-1427536153020-9702989151211-13351786014230-12024934% Lights98.998.8100.0--98.996.495.972.8--87.370.199.196.0100.0-90.592.296.899.3--96.993.6Mediums31000-13220360-5854630-6331530-21155% Mediums0.71.10.0--0.93.63.18.7--5.212.70.72.40.0-4.31.62.40.7--1.72.9Articulated Trucks2100-306770-8373220-7712500-17180% ArticulatedTrucks0.40.10.0--0.20.00.918.6--7.517.20.21.60.0-5.26.20.80.0--1.43.4Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----------0.0--------------Pedestrians----0-----1-----0-----0--% Pedestrians----------100.0-------------- Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldamain Rd.@Galena Rd.Site Code:Start Date: 07/27/2021Page No: 307/27/2021 6:00 AMEnding At07/27/2021 6:15 PMLightsMediumsArticulated TrucksBicycles on CrosswalkPedestriansEldamain Rd. [N]OutInTotal13911427281811132423500000014041443284744693348003100002100000000000004519444800RTLUP1094 0 0 78 69 947 Out 1111 0 0 83 58 970 In 2205 0 0 161 127 1917 Total Galena Rd. [E] R 55 0 0 0 2 53 T 641 0 0 6 20 615 L 415 0 0 77 36 302 U 0 0 0 0 0 0 P 1 1 0 0 0 0 14141335274949631129077167000000155314753028OutInTotalEldamain Rd. [S]ULTRP11219152980036540022730000000000011269234250Galena Rd. [W]Total23844727002458In12022117001240Out11822610001218000000U4233000426L60115500621T17831200193R000000PTurning Movement Data Plot Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldamain Rd.@Galena Rd.Site Code:Start Date: 07/27/2021Page No: 4Turning Movement Peak Hour Data (6:15 AM)Start TimeEldamain Rd.Galena Rd.Eldamain Rd.Galena Rd.SouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total6:15 AM618100250141300271854300758311700561836:30 AM7191002741617003723634009015392500792336:45 AM1029000391241800431943700698362700712227:00 AM9130002211880027145030067526270058174Total32792001136725600134742101700301361329600264812Approach %28.369.91.80.0--4.553.741.80.0--24.669.85.60.0--13.650.036.40.0---Total %3.99.70.20.0-13.90.78.96.90.0-16.59.125.92.10.0-37.14.416.311.80.0-32.5-PHF0.8000.6810.5000.000-0.7240.3750.7500.7780.000-0.7790.8040.8330.6070.000-0.8360.6000.8460.8890.000-0.8350.871Lights327820-112666340-10651209160-27630126960-252746% Lights100.098.7100.0--99.1100.091.760.7--79.168.999.594.1--91.783.395.5100.0--95.591.9Mediums0000-00330-66000-61400-517% Mediums0.00.00.0--0.00.04.25.4--4.58.10.00.0--2.02.83.00.0--1.92.1Articulated Trucks0100-103190-2217110-195200-749% ArticulatedTrucks0.01.30.0--0.90.04.233.9--16.423.00.55.9--6.313.91.50.0--2.76.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk-------------------------Pedestrians----0-----0-----0-----0--% Pedestrians------------------------- Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldamain Rd.@Galena Rd.Site Code:Start Date: 07/27/2021Page No: 5Peak Hour Data07/27/2021 6:15 AMEnding At07/27/2021 7:15 AMLightsMediumsArticulated TrucksBicycles on CrosswalkPedestriansEldamain Rd. [N]OutInTotal3111124230001120000003121134253278200000000100000000000003279200RTLUP208 0 0 19 10 179 Out 134 0 0 22 6 106 In 342 0 0 41 16 285 Total Galena Rd. [E] R 6 0 0 0 0 6 T 72 0 0 3 3 66 L 56 0 0 19 3 34 U 0 0 0 0 0 0 P 0 0 0 0 0 0 1422764184610251944000000171301472OutInTotalEldamain Rd. [S]ULTRP016209510000600111700000000000017210740Galena Rd. [W]Total36681100385In2525700264Out1143400121000000U96000096L1264200132T30150036R000000PTurning Movement Peak Hour Data Plot (6:15 AM) Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldamain Rd.@Galena Rd.Site Code:Start Date: 07/27/2021Page No: 6Turning Movement Peak Hour Data (3:30 PM)Start TimeEldamain Rd.Galena Rd.Eldamain Rd.Galena Rd.SouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total3:30 PM19661008613938007824421300799201000392823:45 PM39620001017442000711939900677271500492884:00 PM34744001121381200511328600477191500412514:15 PM3355100893371700571622600441427100051241Total125257600388121588700257721313400237379350001801062Approach %32.266.21.50.0--4.761.533.90.0--30.455.314.30.0--20.651.727.80.0---Total %11.824.20.60.0-36.51.114.98.20.0-24.26.812.33.20.0-22.33.58.84.70.0-16.9-PHF0.8010.8680.3750.000-0.8660.4290.8980.5720.000-0.8240.7500.7800.6540.000-0.7500.6610.8610.8330.000-0.8820.922Lights12525460-38511155700-23657129330-2193492490-1751015% Lights100.098.8100.0--99.291.798.180.5--91.879.298.597.1--92.491.998.998.0--97.295.6Mediums0300-31260-910100-111110-326% Mediums0.01.20.0--0.88.31.36.9--3.513.90.80.0--4.62.71.12.0--1.72.4Articulated Trucks0000-001110-125110-72000-221% ArticulatedTrucks0.00.00.0--0.00.00.612.6--4.76.90.82.9--3.05.40.00.0--1.12.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk-------------------------Pedestrians----0-----0-----0-----0--% Pedestrians------------------------- Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldamain Rd.@Galena Rd.Site Code:Start Date: 07/27/2021Page No: 7Peak Hour Data07/27/2021 3:30 PMEnding At07/27/2021 4:30 PMLightsMediumsArticulated TrucksBicycles on CrosswalkPedestriansEldamain Rd. [N]OutInTotal18938557433610100000019338858112525460003000000000000000000125257600RTLUP171 0 0 5 11 155 Out 257 0 0 12 9 236 In 428 0 0 17 20 391 Total Galena Rd. [E] R 12 0 0 0 1 11 T 158 0 0 1 2 155 L 87 0 0 11 6 70 U 0 0 0 0 0 0 P 0 0 0 0 0 0 35821957710112113720000000381237618OutInTotalEldamain Rd. [S]ULTRP033129570001100011500000000000034131720Galena Rd. [W]Total4885400497In1753200180Out3132200317000000U49100050L92100093T34120037R000000PTurning Movement Peak Hour Data Plot (3:30 PM) Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldemain Rd.@Corneils Rd.Site Code:Start Date: 07/21/2021Page No: 1Turning Movement DataStart TimeEldemain Rd.Corneils Rd.Eldemain Rd.Private AccessSouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total3:00 PM07420076003003347000500000001293:15 PM010220010420100012671000770000001933:30 PM01031001041012001371000001070000002243:45 PM011720011930400735800061000000187Hourly Total039670040360290035192760002950000007334:00 PM08610087107008754000610000001564:15 PM08870095107008348000510000001544:30 PM0127600133405009340000430000001854:45 PM09820010000700714500046000000153Hourly Total0399160041560260032141870002010000006485:00 PM07540079204006146000470000001325:15 PM0112200114008008251000530000001755:30 PM08430087204006339000420000001355:45 PM0755008010600724600048000000135Hourly Total034614003605022002781820001900000005776:00 PM0000000000001000010000001*** BREAK ***-------------------------Hourly Total00000000000010000100000016:00 AM025100260000001163000740000001006:15 AM04410045203005666000720000001226:30 AM06100061202004582000870000001526:45 AM0532005520600867900085000000148Hourly Total018340018760110017282900003180000005227:00 AM01920021102003282000840000001087:15 AM03210033202024381000840000001217:30 AM04040044204006666000720000001227:45 AM0302003220300538000083000000120Hourly Total012190013070110218143090003230000004718:00 AM03500035301004459000630000001028:15 AM03600036103004656000620000001028:30 AM03610037105006354000570000001008:45 AM036000360040043510005400000094Hourly Total014310014450130018162200002360000003989:00 AM0000000000000000000000000Grand Total015885100163935011202147100146400015640000003350 Approach %0.096.93.10.0--23.80.076.20.0--6.493.60.00.0--0.00.00.00.0---Total %0.047.41.50.0-48.91.00.03.30.0-4.43.043.70.00.0-46.70.00.00.00.0-0.0-Lights01442500-14923401090-14397131900-14160000-03051% Lights-90.898.0--91.097.1-97.3--97.397.090.1---90.5------91.1Mediums06000-601030-435600-590000-0123% Mediums-3.80.0--3.72.9-2.7--2.73.03.8---3.8------3.7Articulated Trucks08610-870000-008900-890000-0176% ArticulatedTrucks-5.42.0--5.30.0-0.0--0.00.06.1---5.7------5.3Bicycles onCrosswalk----0-----2-----0-----0--% Bicycles onCrosswalk----------100.0--------------Pedestrians----0-----0-----0-----0--% Pedestrians----------0.0-------------- Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldemain Rd.@Corneils Rd.Site Code:Start Date: 07/21/2021Page No: 307/21/2021 3:00 PMEnding At07/22/2021 9:15 AMLightsMediumsArticulated TrucksBicycles on CrosswalkPedestriansEldemain Rd. [N]OutInTotal135314922845576011789871760000001499163931380144250000600000861000000000000015885100RTLUP151 0 0 1 3 147 Out 147 0 0 0 4 143 In 298 0 0 1 7 290 Total Corneils Rd. [E] R 35 0 0 0 1 34 T 0 0 0 0 0 0 L 112 0 0 0 3 109 U 0 0 0 0 0 0 P 2 0 2 0 0 0 15511416296763591228689175000000170015643264OutInTotalEldemain Rd. [S]ULTRP00131997000563000890000000000000014641000Private Access [W]Total000000In000000Out000000000000U000000L000000T000000R000000PTurning Movement Data Plot Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldemain Rd.@Corneils Rd.Site Code:Start Date: 07/21/2021Page No: 4Turning Movement Peak Hour Data (3:15 PM)Start TimeEldemain Rd.Corneils Rd.Eldemain Rd.Private AccessSouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total3:15 PM010220010420100012671000770000001933:30 PM01031001041012001371000001070000002243:45 PM0117200119304007358000610000001874:00 PM0861008710700875400061000000156Total04086004147033004023283000306000000760Approach %0.098.61.40.0--17.50.082.50.0--7.592.50.00.0--0.00.00.00.0---Total %0.053.70.80.0-54.50.90.04.30.0-5.33.037.20.00.0-40.30.00.00.00.0-0.0-PHF0.0000.8720.7500.000-0.8700.5830.0000.6880.000-0.7690.8210.7080.0000.000-0.7150.0000.0000.0000.000-0.0000.848Lights038650-39170330-402325400-2770000-0708% Lights-94.683.3--94.4100.0-100.0--100.0100.089.8---90.5------93.2Mediums01100-110000-001900-190000-030% Mediums-2.70.0--2.70.0-0.0--0.00.06.7---6.2------3.9Articulated Trucks01110-120000-001000-100000-022% ArticulatedTrucks-2.716.7--2.90.0-0.0--0.00.03.5---3.3------2.9Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk-------------------------Pedestrians----0-----0-----0-----0--% Pedestrians------------------------- Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldemain Rd.@Corneils Rd.Site Code:Start Date: 07/21/2021Page No: 5Peak Hour Data07/21/2021 3:15 PMEnding At07/21/2021 4:15 PMLightsMediumsArticulated TrucksBicycles on CrosswalkPedestriansEldemain Rd. [N]OutInTotal261391652191130101222000000290414704038650001100001110000000000000408600RTLUP29 0 0 1 0 28 Out 40 0 0 0 0 40 In 69 0 0 1 0 68 Total Corneils Rd. [E] R 7 0 0 0 0 7 T 0 0 0 0 0 0 L 33 0 0 0 0 33 U 0 0 0 0 0 0 P 0 0 0 0 0 0 419277696111930111021000000441306747OutInTotalEldemain Rd. [S]ULTRP00254230001900001000000000000000283230Private Access [W]Total000000In000000Out000000000000U000000L000000T000000R000000PTurning Movement Peak Hour Data Plot (3:15 PM) Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldemain Rd.@Corneils Rd.Site Code:Start Date: 07/21/2021Page No: 6Turning Movement Peak Hour Data (6:15 AM)Start TimeEldemain Rd.Corneils Rd.Eldemain Rd.Private AccessSouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total6:15 AM04410045203005666000720000001226:30 AM06100061202004582000870000001526:45 AM05320055206008679000850000001487:00 AM0192002110200328200084000000108Total01775001827013002019309000328000000530Approach %0.097.32.70.0--35.00.065.00.0--5.894.20.00.0--0.00.00.00.0---Total %0.033.40.90.0-34.31.30.02.50.0-3.83.658.30.00.0-61.90.00.00.00.0-0.0-PHF0.0000.7250.6250.000-0.7460.8750.0000.5420.000-0.6250.7920.9420.0000.000-0.9430.0000.0000.0000.000-0.0000.872Lights014850-15360130-191927600-2950000-0467% Lights-83.6100.0--84.185.7-100.0--95.0100.089.3---89.9------88.1Mediums0900-91000-10800-80000-018% Mediums-5.10.0--4.914.3-0.0--5.00.02.6---2.4------3.4Articulated Trucks02000-200000-002500-250000-045% ArticulatedTrucks-11.30.0--11.00.0-0.0--0.00.08.1---7.6------8.5Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk-------------------------Pedestrians----0-----0-----0-----0--% Pedestrians------------------------- Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldemain Rd.@Corneils Rd.Site Code:Start Date: 07/21/2021Page No: 7Peak Hour Data07/22/2021 6:15 AMEnding At07/22/2021 7:15 AMLightsMediumsArticulated TrucksBicycles on CrosswalkPedestriansEldemain Rd. [N]OutInTotal282153435991825204500000031618249801485000900002000000000000000177500RTLUP24 0 0 0 0 24 Out 20 0 0 0 1 19 In 44 0 0 0 1 43 Total Corneils Rd. [E] R 7 0 0 0 1 6 T 0 0 0 0 0 0 L 13 0 0 0 0 13 U 0 0 0 0 0 0 P 0 0 0 0 0 0 1612954569817202545000000190328518OutInTotalEldemain Rd. [S]ULTRP0027619000800002500000000000000309190Private Access [W]Total000000In000000Out000000000000U000000L000000T000000R000000PTurning Movement Peak Hour Data Plot (6:15 AM) File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 1 Groups Printed- CARS - SINGLE UNIT - ARTICULATED GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Factor 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 06:00 AM 1 0 0 0 1 0 0 0 0 0 1 74 0 0 75 0 22 1 0 23 99 06:15 AM 2 0 1 0 3 0 0 0 0 0 2 63 0 0 65 0 50 2 0 52 120 06:30 AM 4 0 1 0 5 0 0 0 0 0 2 79 0 0 81 0 53 4 0 57 143 06:45 AM 4 0 0 0 4 0 0 0 0 0 1 76 0 0 77 0 52 5 0 57 138 Total 11 0 2 0 13 0 0 0 0 0 6 292 0 0 298 0 177 12 0 189 500 07:00 AM 5 0 0 0 5 0 0 0 0 0 1 72 0 0 73 0 16 4 0 20 98 07:15 AM 3 0 1 0 4 0 0 0 2 2 3 74 0 0 77 0 33 3 0 36 119 07:30 AM 6 0 1 0 7 0 0 0 0 0 1 61 0 0 62 0 33 6 0 39 108 07:45 AM 4 0 2 0 6 0 0 0 0 0 2 77 0 0 79 0 30 3 0 33 118 Total 18 0 4 0 22 0 0 0 2 2 7 284 0 0 291 0 112 16 0 128 443 08:00 AM 3 0 1 0 4 0 0 0 0 0 2 61 0 0 63 0 32 4 0 36 103 08:15 AM 2 0 2 0 4 0 0 0 0 0 1 61 0 0 62 0 38 3 0 41 107 08:30 AM 3 0 3 0 6 0 0 0 0 0 2 52 0 0 54 0 34 4 0 38 98 08:45 AM 4 0 2 0 6 0 0 0 0 0 2 47 0 0 49 0 39 2 0 41 96 Total 12 0 8 0 20 0 0 0 0 0 7 221 0 0 228 0 143 13 0 156 404 Grand Total 41 0 14 0 55 0 0 0 2 2 20 797 0 0 817 0 432 41 0 473 1347 Apprch %74.5 0 25.5 0 0 0 0 100 2.4 97.6 0 0 0 91.3 8.7 0 Total %3 0 1 0 4.1 0 0 0 0.1 0.1 1.5 59.2 0 0 60.7 0 32.1 3 0 35.1 CARS 2 0 2 0 4 0 0 0 0 0 9 746 0 0 755 0 373 10 0 383 1142 % CARS 4.9 0 14.3 0 7.3 0 0 0 0 0 45 93.6 0 0 92.4 0 86.3 24.4 0 81 84.8 SINGLE UNIT % SINGLE UNIT 41.5 0 78.6 0 50.9 0 0 0 0 0 30 1.1 0 0 1.8 0 2.3 31.7 0 4.9 4.9 ARTICULATED % ARTICULATED 53.7 0 7.1 0 41.8 0 0 0 100 100 25 5.3 0 0 5.8 0 11.3 43.9 0 14.2 10.3 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 2 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 10 13 18 41 Thru 373 10 49 432 Left 0 0 0 0 Peds 0 0 0 0 InOut Total 748 383 1131 26 23 49 64 67 131 838 1311 473 Right0 0 0 0 Thru0 0 0 0 Left0 0 0 0 Peds0 0 2 2 OutTotalIn0 0 0 0 0 0 0 2 2 0 2 2 Left 9 6 5 20 Thru 746 9 42 797 Right 0 0 0 0 Peds 0 0 0 0 Out TotalIn 375 755 1130 21 15 36 50 47 97 446 1263 817 Left2 17 22 41 Thru0 0 0 0 Right2 11 1 14 Peds0 0 0 0 TotalOutIn19 4 23 19 28 47 23 23 46 61 116 55 7/22/2021 06:00 AM 7/22/2021 08:45 AM CARS SINGLE UNIT ARTICULATED North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 3 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 4 GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM 1 0 0 0 1 0 0 0 0 0 1 74 0 0 75 0 22 1 0 23 99 06:15 AM 2 0 1 0 3 0 0 0 0 0 2 63 0 0 65 0 50 2 0 52 120 06:30 AM 4 0 1 0 5 0 0 0 0 0 2 79 0 0 81 0 53 4 0 57 143 06:45 AM 4 0 0 0 4 0 0 0 0 0 1 76 0 0 77 0 52 5 0 57 138 Total Volume 11 0 2 0 13 0 0 0 0 0 6 292 0 0 298 0 177 12 0 189 500 % App. Total 84.6 0 15.4 0 0 0 0 0 2 98 0 0 0 93.7 6.3 0 PHF .688 .000 .500 .000 .650 .000 .000 .000 .000 .000 .750 .924 .000 .000 .920 .000 .835 .600 .000 .829 .874 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 12 Thru 177 Left 0 Peds 0 InOut Total 303 189 492 Right0 Thru0 Left0 Peds0 OutTotalIn0 0 0 Left 6 Thru 292 Right 0 Peds 0 Out TotalIn 179 298 477 Left11 Thru0 Right2 Peds0 TotalOutIn18 13 31 Peak Hour Begins at 06:00 AM CARS SINGLE UNIT ARTICULATED Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 5 Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 06:30 AM 06:30 AM 06:00 AM +0 mins.5 0 0 0 5 0 0 0 0 0 2 79 0 0 81 0 22 1 0 23 +15 mins.3 0 1 0 4 0 0 0 0 0 1 76 0 0 77 0 50 2 0 52 +30 mins.6 0 1 0 7 0 0 0 0 0 1 72 0 0 73 0 53 4 0 57 +45 mins.4 0 2 0 6 0 0 0 2 2 3 74 0 0 77 0 52 5 0 57 Total Volume 18 0 4 0 22 0 0 0 2 2 7 301 0 0 308 0 177 12 0 189 % App. Total 81.8 0 18.2 0 0 0 0 100 2.3 97.7 0 0 0 93.7 6.3 0 PHF .750 .000 .500 .000 .786 .000 .000 .000 .250 .250 .583 .953 .000 .000 .951 .000 .835 .600 .000 .829 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 6 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 12 Thru 177 Left 0 Peds 0 In - Peak Hour: 06:00 AM 189 Right0 Thru0 Left0 Peds2 In - Peak Hour: 06:30 AM2 Left 7 Thru 301 Right 0 Peds 0 In - Peak Hour: 06:30 AM 308 Left18 Thru0 Right4 Peds0 In - Peak Hour: 07:00 AM22 CARS SINGLE UNIT ARTICULATED Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 7 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 8 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 1 Groups Printed- CARS GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Factor 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 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 68 0 0 68 0 19 0 0 19 87 06:15 AM 0 0 0 0 0 0 0 0 0 0 2 56 0 0 58 0 45 0 0 45 103 06:30 AM 1 0 0 0 1 0 0 0 0 0 1 75 0 0 76 0 48 4 0 52 129 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 70 0 0 70 0 48 1 0 49 119 Total 1 0 0 0 1 0 0 0 0 0 3 269 0 0 272 0 160 5 0 165 438 07:00 AM 1 0 0 0 1 0 0 0 0 0 0 70 0 0 70 0 10 1 0 11 82 07:15 AM 0 0 0 0 0 0 0 0 0 0 2 71 0 0 73 0 27 0 0 27 100 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 56 0 0 56 0 26 1 0 27 83 07:45 AM 0 0 1 0 1 0 0 0 0 0 1 77 0 0 78 0 29 0 0 29 108 Total 1 0 1 0 2 0 0 0 0 0 3 274 0 0 277 0 92 2 0 94 373 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 58 0 0 58 0 25 1 0 26 84 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 56 0 0 56 0 33 1 0 34 90 08:30 AM 0 0 0 0 0 0 0 0 0 0 1 48 0 0 49 0 30 1 0 31 80 08:45 AM 0 0 1 0 1 0 0 0 0 0 2 41 0 0 43 0 33 0 0 33 77 Total 0 0 1 0 1 0 0 0 0 0 3 203 0 0 206 0 121 3 0 124 331 Grand Total 2 0 2 0 4 0 0 0 0 0 9 746 0 0 755 0 373 10 0 383 1142 Apprch %50 0 50 0 0 0 0 0 1.2 98.8 0 0 0 97.4 2.6 0 Total %0.2 0 0.2 0 0.4 0 0 0 0 0 0.8 65.3 0 0 66.1 0 32.7 0.9 0 33.5 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 10 Thru 373 Left 0 Peds 0 InOut Total 748 383 1131 Right0 Thru0 Left0 Peds0 OutTotalIn0 0 0 Left 9 Thru 746 Right 0 Peds 0 Out TotalIn 375 755 1130 Left2 Thru0 Right2 Peds0 TotalOutIn19 4 23 7/22/2021 06:00 AM 7/22/2021 08:45 AM CARS North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 2 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 3 GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 AM 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 68 0 0 68 0 19 0 0 19 87 06:15 AM 0 0 0 0 0 0 0 0 0 0 2 56 0 0 58 0 45 0 0 45 103 06:30 AM 1 0 0 0 1 0 0 0 0 0 1 75 0 0 76 0 48 4 0 52 129 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 70 0 0 70 0 48 1 0 49 119 Total Volume 1 0 0 0 1 0 0 0 0 0 3 269 0 0 272 0 160 5 0 165 438 % App. Total 100 0 0 0 0 0 0 0 1.1 98.9 0 0 0 97 3 0 PHF .250 .000 .000 .000 .250 .000 .000 .000 .000 .000 .375 .897 .000 .000 .895 .000 .833 .313 .000 .793 .849 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 5 Thru 160 Left 0 Peds 0 InOut Total 270 165 435 Right0 Thru0 Left0 Peds0 OutTotalIn0 0 0 Left 3 Thru 269 Right 0 Peds 0 Out TotalIn 160 272 432 Left1 Thru0 Right0 Peds0 TotalOutIn8 1 9 Peak Hour Begins at 06:00 AM CARS Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 4 Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:15 AM 06:00 AM 06:30 AM 06:00 AM +0 mins.0 0 0 0 0 0 0 0 0 0 1 75 0 0 76 0 19 0 0 19 +15 mins.1 0 0 0 1 0 0 0 0 0 0 70 0 0 70 0 45 0 0 45 +30 mins.0 0 0 0 0 0 0 0 0 0 0 70 0 0 70 0 48 4 0 52 +45 mins.1 0 0 0 1 0 0 0 0 0 2 71 0 0 73 0 48 1 0 49 Total Volume 2 0 0 0 2 0 0 0 0 0 3 286 0 0 289 0 160 5 0 165 % App. Total 100 0 0 0 0 0 0 0 1 99 0 0 0 97 3 0 PHF .500 .000 .000 .000 .500 .000 .000 .000 .000 .000 .375 .953 .000 .000 .951 .000 .833 .313 .000 .793 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 5 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 5 Thru 160 Left 0 Peds 0 In - Peak Hour: 06:00 AM 165 Right0 Thru0 Left0 Peds0 In - Peak Hour: 06:00 AM0 Left 3 Thru 286 Right 0 Peds 0 In - Peak Hour: 06:30 AM 289 Left2 Thru0 Right0 Peds0 In - Peak Hour: 06:15 AM2 CARS Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 6 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 7 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 1 Groups Printed- SINGLE UNIT GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Factor 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 06:00 AM 1 0 0 0 1 0 0 0 0 0 1 2 0 0 3 0 1 0 0 1 5 06:15 AM 1 0 1 0 2 0 0 0 0 0 0 1 0 0 1 0 2 2 0 4 7 06:30 AM 1 0 1 0 2 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 5 06:45 AM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 Total 4 0 2 0 6 0 0 0 0 0 1 4 0 0 5 0 5 3 0 8 19 07:00 AM 4 0 0 0 4 0 0 0 0 0 0 1 0 0 1 0 0 2 0 2 7 07:15 AM 0 0 1 0 1 0 0 0 0 0 1 0 0 0 1 0 2 0 0 2 4 07:30 AM 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 3 07:45 AM 2 0 1 0 3 0 0 0 0 0 1 0 0 0 1 0 0 2 0 2 6 Total 8 0 2 0 10 0 0 0 0 0 2 1 0 0 3 0 2 5 0 7 20 08:00 AM 1 0 1 0 2 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 3 08:15 AM 1 0 2 0 3 0 0 0 0 0 1 1 0 0 2 0 0 2 0 2 7 08:30 AM 1 0 3 0 4 0 0 0 0 0 1 0 0 0 1 0 1 2 0 3 8 08:45 AM 2 0 1 0 3 0 0 0 0 0 0 3 0 0 3 0 2 1 0 3 9 Total 5 0 7 0 12 0 0 0 0 0 3 4 0 0 7 0 3 5 0 8 27 Grand Total 17 0 11 0 28 0 0 0 0 0 6 9 0 0 15 0 10 13 0 23 66 Apprch %60.7 0 39.3 0 0 0 0 0 40 60 0 0 0 43.5 56.5 0 Total %25.8 0 16.7 0 42.4 0 0 0 0 0 9.1 13.6 0 0 22.7 0 15.2 19.7 0 34.8 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 13 Thru 10 Left 0 Peds 0 InOut Total 26 23 49 Right0 Thru0 Left0 Peds0 OutTotalIn0 0 0 Left 6 Thru 9 Right 0 Peds 0 Out TotalIn 21 15 36 Left17 Thru0 Right11 Peds0 TotalOutIn19 28 47 7/22/2021 06:00 AM 7/22/2021 08:45 AM SINGLE UNIT North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 2 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 3 GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 1 0 1 0 2 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 3 08:15 AM 1 0 2 0 3 0 0 0 0 0 1 1 0 0 2 0 0 2 0 2 7 08:30 AM 1 0 3 0 4 0 0 0 0 0 1 0 0 0 1 0 1 2 0 3 8 08:45 AM 2 0 1 0 3 0 0 0 0 0 0 3 0 0 3 0 2 1 0 3 9 Total Volume 5 0 7 0 12 0 0 0 0 0 3 4 0 0 7 0 3 5 0 8 27 % App. Total 41.7 0 58.3 0 0 0 0 0 42.9 57.1 0 0 0 37.5 62.5 0 PHF .625 .000 .583 .000 .750 .000 .000 .000 .000 .000 .750 .333 .000 .000 .583 .000 .375 .625 .000 .667 .750 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 5 Thru 3 Left 0 Peds 0 InOut Total 9 8 17 Right0 Thru0 Left0 Peds0 OutTotalIn0 0 0 Left 3 Thru 4 Right 0 Peds 0 Out TotalIn 10 7 17 Left5 Thru0 Right7 Peds0 TotalOutIn8 12 20 Peak Hour Begins at 08:00 AM SINGLE UNIT Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 4 Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 06:00 AM 08:00 AM 06:15 AM +0 mins.2 0 1 0 3 0 0 0 0 0 1 0 0 0 1 0 2 2 0 4 +15 mins.1 0 1 0 2 0 0 0 0 0 1 1 0 0 2 0 2 0 0 2 +30 mins.1 0 2 0 3 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 +45 mins.1 0 3 0 4 0 0 0 0 0 0 3 0 0 3 0 0 2 0 2 Total Volume 5 0 7 0 12 0 0 0 0 0 3 4 0 0 7 0 4 5 0 9 % App. Total 41.7 0 58.3 0 0 0 0 0 42.9 57.1 0 0 0 44.4 55.6 0 PHF .625 .000 .583 .000 .750 .000 .000 .000 .000 .000 .750 .333 .000 .000 .583 .000 .500 .625 .000 .563 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 5 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 5 Thru 4 Left 0 Peds 0 In - Peak Hour: 06:15 AM 9 Right0 Thru0 Left0 Peds0 In - Peak Hour: 06:00 AM0 Left 3 Thru 4 Right 0 Peds 0 In - Peak Hour: 08:00 AM 7 Left5 Thru0 Right7 Peds0 In - Peak Hour: 07:45 AM12 SINGLE UNIT Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 6 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 7 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 1 Groups Printed- ARTICULATED GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Factor 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 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 2 1 0 3 7 06:15 AM 1 0 0 0 1 0 0 0 0 0 0 6 0 0 6 0 3 0 0 3 10 06:30 AM 2 0 0 0 2 0 0 0 0 0 1 3 0 0 4 0 3 0 0 3 9 06:45 AM 3 0 0 0 3 0 0 0 0 0 1 6 0 0 7 0 4 3 0 7 17 Total 6 0 0 0 6 0 0 0 0 0 2 19 0 0 21 0 12 4 0 16 43 07:00 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 0 6 1 0 7 9 07:15 AM 3 0 0 0 3 0 0 0 2 2 0 3 0 0 3 0 4 3 0 7 15 07:30 AM 4 0 1 0 5 0 0 0 0 0 1 5 0 0 6 0 7 4 0 11 22 07:45 AM 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 4 Total 9 0 1 0 10 0 0 0 2 2 2 9 0 0 11 0 18 9 0 27 50 08:00 AM 2 0 0 0 2 0 0 0 0 0 1 3 0 0 4 0 7 3 0 10 16 08:15 AM 1 0 0 0 1 0 0 0 0 0 0 4 0 0 4 0 5 0 0 5 10 08:30 AM 2 0 0 0 2 0 0 0 0 0 0 4 0 0 4 0 3 1 0 4 10 08:45 AM 2 0 0 0 2 0 0 0 0 0 0 3 0 0 3 0 4 1 0 5 10 Total 7 0 0 0 7 0 0 0 0 0 1 14 0 0 15 0 19 5 0 24 46 Grand Total 22 0 1 0 23 0 0 0 2 2 5 42 0 0 47 0 49 18 0 67 139 Apprch %95.7 0 4.3 0 0 0 0 100 10.6 89.4 0 0 0 73.1 26.9 0 Total %15.8 0 0.7 0 16.5 0 0 0 1.4 1.4 3.6 30.2 0 0 33.8 0 35.3 12.9 0 48.2 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 18 Thru 49 Left 0 Peds 0 InOut Total 64 67 131 Right0 Thru0 Left0 Peds2 OutTotalIn0 2 2 Left 5 Thru 42 Right 0 Peds 0 Out TotalIn 50 47 97 Left22 Thru0 Right1 Peds0 TotalOutIn23 23 46 7/22/2021 06:00 AM 7/22/2021 08:45 AM ARTICULATED North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 2 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 3 GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:45 AM 06:45 AM 3 0 0 0 3 0 0 0 0 0 1 6 0 0 7 0 4 3 0 7 17 07:00 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 0 6 1 0 7 9 07:15 AM 3 0 0 0 3 0 0 0 2 2 0 3 0 0 3 0 4 3 0 7 15 07:30 AM 4 0 1 0 5 0 0 0 0 0 1 5 0 0 6 0 7 4 0 11 22 Total Volume 10 0 1 0 11 0 0 0 2 2 3 15 0 0 18 0 21 11 0 32 63 % App. Total 90.9 0 9.1 0 0 0 0 100 16.7 83.3 0 0 0 65.6 34.4 0 PHF .625 .000 .250 .000 .550 .000 .000 .000 .250 .250 .750 .625 .000 .000 .643 .000 .750 .688 .000 .727 .716 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 11 Thru 21 Left 0 Peds 0 InOut Total 25 32 57 Right0 Thru0 Left0 Peds2 OutTotalIn0 2 2 Left 3 Thru 15 Right 0 Peds 0 Out TotalIn 22 18 40 Left10 Thru0 Right1 Peds0 TotalOutIn14 11 25 Peak Hour Begins at 06:45 AM ARTICULATED Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 4 Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 06:30 AM 06:00 AM 06:45 AM +0 mins.3 0 0 0 3 0 0 0 0 0 0 4 0 0 4 0 4 3 0 7 +15 mins.4 0 1 0 5 0 0 0 0 0 0 6 0 0 6 0 6 1 0 7 +30 mins.2 0 0 0 2 0 0 0 0 0 1 3 0 0 4 0 4 3 0 7 +45 mins.2 0 0 0 2 0 0 0 2 2 1 6 0 0 7 0 7 4 0 11 Total Volume 11 0 1 0 12 0 0 0 2 2 2 19 0 0 21 0 21 11 0 32 % App. Total 91.7 0 8.3 0 0 0 0 100 9.5 90.5 0 0 0 65.6 34.4 0 PHF .688 .000 .250 .000 .600 .000 .000 .000 .250 .250 .500 .792 .000 .000 .750 .000 .750 .688 .000 .727 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 5 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 11 Thru 21 Left 0 Peds 0 In - Peak Hour: 06:45 AM 32 Right0 Thru0 Left0 Peds2 In - Peak Hour: 06:30 AM2 Left 2 Thru 19 Right 0 Peds 0 In - Peak Hour: 06:00 AM 21 Left11 Thru0 Right1 Peds0 In - Peak Hour: 07:15 AM12 ARTICULATED Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 6 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.AM Site Code : 00000000 Start Date : 7/22/2021 Page No : 7 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 1 Groups Printed- CARS - SINGLE UNIT - ARTICULATED GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Factor 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 03:00 PM 5 0 2 0 7 0 0 0 0 0 1 44 0 0 45 0 65 5 0 70 122 03:15 PM 5 0 3 0 8 0 0 0 0 0 2 73 0 0 75 0 111 2 0 113 196 03:30 PM 3 0 3 0 6 0 0 0 0 0 3 98 0 0 101 0 105 5 0 110 217 03:45 PM 5 0 4 0 9 0 0 0 0 0 1 50 0 0 51 0 114 4 0 118 178 Total 18 0 12 0 30 0 0 0 0 0 7 265 0 0 272 0 395 16 0 411 713 04:00 PM 4 0 2 0 6 0 0 0 0 0 0 58 0 0 58 0 97 0 0 97 161 04:15 PM 0 0 1 0 1 0 0 0 0 0 0 52 0 0 52 0 95 0 0 95 148 04:30 PM 1 0 0 0 1 0 0 0 0 0 0 40 0 0 40 0 120 1 0 121 162 04:45 PM 0 0 2 0 2 0 0 0 0 0 0 46 0 0 46 0 93 0 0 93 141 Total 5 0 5 0 10 0 0 0 0 0 0 196 0 0 196 0 405 1 0 406 612 05:00 PM 0 0 2 0 2 0 0 0 0 0 0 53 0 0 53 0 82 1 0 83 138 05:15 PM 1 0 0 0 1 0 0 0 0 0 0 45 0 0 45 0 114 3 0 117 163 05:30 PM 1 0 1 0 2 0 0 0 0 0 0 40 0 0 40 0 90 1 0 91 133 05:45 PM 3 0 0 0 3 0 0 0 0 0 0 44 0 0 44 0 77 1 0 78 125 Total 5 0 3 0 8 0 0 0 0 0 0 182 0 0 182 0 363 6 0 369 559 Grand Total 28 0 20 0 48 0 0 0 0 0 7 643 0 0 650 0 1163 23 0 1186 1884 Apprch %58.3 0 41.7 0 0 0 0 0 1.1 98.9 0 0 0 98.1 1.9 0 Total %1.5 0 1.1 0 2.5 0 0 0 0 0 0.4 34.1 0 0 34.5 0 61.7 1.2 0 63 CARS 6 0 6 0 12 0 0 0 0 0 1 607 0 0 608 0 1127 % CARS 21.4 0 30 0 25 0 0 0 0 0 14.3 94.4 0 0 93.5 0 96.9 4.3 0 95.1 92.8 SINGLE UNIT % SINGLE UNIT 75 0 50 0 64.6 0 0 0 0 0 85.7 1.7 0 0 2.6 0 1.1 78.3 0 2.6 4.2 ARTICULATED % ARTICULATED 3.6 0 20 0 10.4 0 0 0 0 0 0 3.9 0 0 3.8 0 2 17.4 0 2.3 3 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 2 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 1 18 4 23 Thru 1127 13 23 1163 Left 0 0 0 0 Peds 0 0 0 0 InOut Total 613 1128 1741 32 31 63 26 27 53 671 1857 1186 Right0 0 0 0 Thru0 0 0 0 Left0 0 0 0 Peds0 0 0 0 OutTotalIn0 0 0 0 0 0 0 0 0 0 0 0 Left 1 6 0 7 Thru 607 11 25 643 Right 0 0 0 0 Peds 0 0 0 0 Out TotalIn 1133 608 1741 23 17 40 27 25 52 1183 1833 650 Left6 21 1 28 Thru0 0 0 0 Right6 10 4 20 Peds0 0 0 0 TotalOutIn2 12 14 24 31 55 4 5 9 30 78 48 7/21/2021 03:00 PM 7/21/2021 05:45 PM CARS SINGLE UNIT ARTICULATED North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 3 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 4 GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:15 PM 03:15 PM 5 0 3 0 8 0 0 0 0 0 2 73 0 0 75 0 111 2 0 113 196 03:30 PM 3 0 3 0 6 0 0 0 0 0 3 98 0 0 101 0 105 5 0 110 217 03:45 PM 5 0 4 0 9 0 0 0 0 0 1 50 0 0 51 0 114 4 0 118 178 04:00 PM 4 0 2 0 6 0 0 0 0 0 0 58 0 0 58 0 97 0 0 97 161 Total Volume 17 0 12 0 29 0 0 0 0 0 6 279 0 0 285 0 427 11 0 438 752 % App. Total 58.6 0 41.4 0 0 0 0 0 2.1 97.9 0 0 0 97.5 2.5 0 PHF .850 .000 .750 .000 .806 .000 .000 .000 .000 .000 .500 .712 .000 .000 .705 .000 .936 .550 .000 .928 .866 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 11 Thru 427 Left 0 Peds 0 InOut Total 296 438 734 Right0 Thru0 Left0 Peds0 OutTotalIn0 0 0 Left 6 Thru 279 Right 0 Peds 0 Out TotalIn 439 285 724 Left17 Thru0 Right12 Peds0 TotalOutIn17 29 46 Peak Hour Begins at 03:15 PM CARS SINGLE UNIT ARTICULATED Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 5 Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 03:00 PM 03:00 PM 03:15 PM 03:15 PM +0 mins.5 0 2 0 7 0 0 0 0 0 2 73 0 0 75 0 111 2 0 113 +15 mins.5 0 3 0 8 0 0 0 0 0 3 98 0 0 101 0 105 5 0 110 +30 mins.3 0 3 0 6 0 0 0 0 0 1 50 0 0 51 0 114 4 0 118 +45 mins.5 0 4 0 9 0 0 0 0 0 0 58 0 0 58 0 97 0 0 97 Total Volume 18 0 12 0 30 0 0 0 0 0 6 279 0 0 285 0 427 11 0 438 % App. Total 60 0 40 0 0 0 0 0 2.1 97.9 0 0 0 97.5 2.5 0 PHF .900 .000 .750 .000 .833 .000 .000 .000 .000 .000 .500 .712 .000 .000 .705 .000 .936 .550 .000 .928 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 6 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 11 Thru 427 Left 0 Peds 0 In - Peak Hour: 03:15 PM 438 Right0 Thru0 Left0 Peds0 In - Peak Hour: 03:00 PM0 Left 6 Thru 279 Right 0 Peds 0 In - Peak Hour: 03:15 PM 285 Left18 Thru0 Right12 Peds0 In - Peak Hour: 03:00 PM30 CARS SINGLE UNIT ARTICULATED Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 7 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 8 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 1 Groups Printed- CARS GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Factor 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 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 42 0 0 42 0 61 0 0 61 103 03:15 PM 1 0 0 0 1 0 0 0 0 0 0 69 0 0 69 0 109 0 0 109 179 03:30 PM 0 0 0 0 0 0 0 0 0 0 1 93 0 0 94 0 103 1 0 104 198 03:45 PM 1 0 1 0 2 0 0 0 0 0 0 47 0 0 47 0 107 0 0 107 156 Total 2 0 1 0 3 0 0 0 0 0 1 251 0 0 252 0 380 1 0 381 636 04:00 PM 0 0 1 0 1 0 0 0 0 0 0 55 0 0 55 0 96 0 0 96 152 04:15 PM 0 0 1 0 1 0 0 0 0 0 0 49 0 0 49 0 95 0 0 95 145 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 37 0 0 37 0 118 0 0 118 155 04:45 PM 0 0 2 0 2 0 0 0 0 0 0 42 0 0 42 0 92 0 0 92 136 Total 0 0 4 0 4 0 0 0 0 0 0 183 0 0 183 0 401 0 0 401 588 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 49 0 0 49 0 76 0 0 76 125 05:15 PM 1 0 0 0 1 0 0 0 0 0 0 43 0 0 43 0 110 0 0 110 154 05:30 PM 1 0 1 0 2 0 0 0 0 0 0 39 0 0 39 0 85 0 0 85 126 05:45 PM 2 0 0 0 2 0 0 0 0 0 0 42 0 0 42 0 75 0 0 75 119 Total 4 0 1 0 5 0 0 0 0 0 0 173 0 0 173 0 346 0 0 346 524 Grand Total 6 0 6 0 12 0 0 0 0 0 1 607 0 0 608 0 1127 1 0 1128 1748 Apprch %50 0 50 0 0 0 0 0 0.2 99.8 0 0 0 99.9 0.1 0 Total %0.3 0 0.3 0 0.7 0 0 0 0 0 0.1 34.7 0 0 34.8 0 64.5 0.1 0 64.5 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 1 Thru 1127 Left 0 Peds 0 InOut Total 613 1128 1741 Right0 Thru0 Left0 Peds0 OutTotalIn0 0 0 Left 1 Thru 607 Right 0 Peds 0 Out TotalIn 1133 608 1741 Left6 Thru0 Right6 Peds0 TotalOutIn2 12 14 7/21/2021 03:00 PM 7/21/2021 05:45 PM CARS North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 2 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 3 GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:15 PM 03:15 PM 1 0 0 0 1 0 0 0 0 0 0 69 0 0 69 0 109 0 0 109 179 03:30 PM 0 0 0 0 0 0 0 0 0 0 1 93 0 0 94 0 103 1 0 104 198 03:45 PM 1 0 1 0 2 0 0 0 0 0 0 47 0 0 47 0 107 0 0 107 156 04:00 PM 0 0 1 0 1 0 0 0 0 0 0 55 0 0 55 0 96 0 0 96 152 Total Volume 2 0 2 0 4 0 0 0 0 0 1 264 0 0 265 0 415 1 0 416 685 % App. Total 50 0 50 0 0 0 0 0 0.4 99.6 0 0 0 99.8 0.2 0 PHF .500 .000 .500 .000 .500 .000 .000 .000 .000 .000 .250 .710 .000 .000 .705 .000 .952 .250 .000 .954 .865 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 1 Thru 415 Left 0 Peds 0 InOut Total 266 416 682 Right0 Thru0 Left0 Peds0 OutTotalIn0 0 0 Left 1 Thru 264 Right 0 Peds 0 Out TotalIn 417 265 682 Left2 Thru0 Right2 Peds0 TotalOutIn2 4 6 Peak Hour Begins at 03:15 PM CARS Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 4 Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 03:00 PM 03:15 PM 03:15 PM +0 mins.0 0 2 0 2 0 0 0 0 0 0 69 0 0 69 0 109 0 0 109 +15 mins.0 0 0 0 0 0 0 0 0 0 1 93 0 0 94 0 103 1 0 104 +30 mins.1 0 0 0 1 0 0 0 0 0 0 47 0 0 47 0 107 0 0 107 +45 mins.1 0 1 0 2 0 0 0 0 0 0 55 0 0 55 0 96 0 0 96 Total Volume 2 0 3 0 5 0 0 0 0 0 1 264 0 0 265 0 415 1 0 416 % App. Total 40 0 60 0 0 0 0 0 0.4 99.6 0 0 0 99.8 0.2 0 PHF .500 .000 .375 .000 .625 .000 .000 .000 .000 .000 .250 .710 .000 .000 .705 .000 .952 .250 .000 .954 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 5 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 1 Thru 415 Left 0 Peds 0 In - Peak Hour: 03:15 PM 416 Right0 Thru0 Left0 Peds0 In - Peak Hour: 03:00 PM0 Left 1 Thru 264 Right 0 Peds 0 In - Peak Hour: 03:15 PM 265 Left2 Thru0 Right3 Peds0 In - Peak Hour: 04:45 PM5 CARS Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 6 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 7 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 1 Groups Printed- SINGLE UNIT GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Factor 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 03:00 PM 5 0 1 0 6 0 0 0 0 0 1 0 0 0 1 0 2 5 0 7 14 03:15 PM 4 0 3 0 7 0 0 0 0 0 2 0 0 0 2 0 0 1 0 1 10 03:30 PM 3 0 2 0 5 0 0 0 0 0 2 2 0 0 4 0 0 3 0 3 12 03:45 PM 4 0 2 0 6 0 0 0 0 0 1 1 0 0 2 0 0 3 0 3 11 Total 16 0 8 0 24 0 0 0 0 0 6 3 0 0 9 0 2 12 0 14 47 04:00 PM 4 0 1 0 5 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 7 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 0 2 3 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 4 0 1 0 5 0 0 0 0 0 0 3 0 0 3 0 1 1 0 2 10 05:00 PM 0 0 1 0 1 0 0 0 0 0 0 3 0 0 3 0 2 0 0 2 6 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 3 3 0 6 7 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 0 4 4 05:45 PM 1 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 2 1 0 3 5 Total 1 0 1 0 2 0 0 0 0 0 0 5 0 0 5 0 10 5 0 15 22 Grand Total 21 0 10 0 31 0 0 0 0 0 6 11 0 0 17 0 13 18 0 31 79 Apprch %67.7 0 32.3 0 0 0 0 0 35.3 64.7 0 0 0 41.9 58.1 0 Total %26.6 0 12.7 0 39.2 0 0 0 0 0 7.6 13.9 0 0 21.5 0 16.5 22.8 0 39.2 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 18 Thru 13 Left 0 Peds 0 InOut Total 32 31 63 Right0 Thru0 Left0 Peds0 OutTotalIn0 0 0 Left 6 Thru 11 Right 0 Peds 0 Out TotalIn 23 17 40 Left21 Thru0 Right10 Peds0 TotalOutIn24 31 55 7/21/2021 03:00 PM 7/21/2021 05:45 PM SINGLE UNIT North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 2 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 3 GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 5 0 1 0 6 0 0 0 0 0 1 0 0 0 1 0 2 5 0 7 14 03:15 PM 4 0 3 0 7 0 0 0 0 0 2 0 0 0 2 0 0 1 0 1 10 03:30 PM 3 0 2 0 5 0 0 0 0 0 2 2 0 0 4 0 0 3 0 3 12 03:45 PM 4 0 2 0 6 0 0 0 0 0 1 1 0 0 2 0 0 3 0 3 11 Total Volume 16 0 8 0 24 0 0 0 0 0 6 3 0 0 9 0 2 12 0 14 47 % App. Total 66.7 0 33.3 0 0 0 0 0 66.7 33.3 0 0 0 14.3 85.7 0 PHF .800 .000 .667 .000 .857 .000 .000 .000 .000 .000 .750 .375 .000 .000 .563 .000 .250 .600 .000 .500 .839 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 12 Thru 2 Left 0 Peds 0 InOut Total 19 14 33 Right0 Thru0 Left0 Peds0 OutTotalIn0 0 0 Left 6 Thru 3 Right 0 Peds 0 Out TotalIn 10 9 19 Left16 Thru0 Right8 Peds0 TotalOutIn18 24 42 Peak Hour Begins at 03:00 PM SINGLE UNIT Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 4 Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 03:00 PM 03:00 PM 03:15 PM 05:00 PM +0 mins.5 0 1 0 6 0 0 0 0 0 2 0 0 0 2 0 2 0 0 2 +15 mins.4 0 3 0 7 0 0 0 0 0 2 2 0 0 4 0 3 3 0 6 +30 mins.3 0 2 0 5 0 0 0 0 0 1 1 0 0 2 0 3 1 0 4 +45 mins.4 0 2 0 6 0 0 0 0 0 0 2 0 0 2 0 2 1 0 3 Total Volume 16 0 8 0 24 0 0 0 0 0 5 5 0 0 10 0 10 5 0 15 % App. Total 66.7 0 33.3 0 0 0 0 0 50 50 0 0 0 66.7 33.3 0 PHF .800 .000 .667 .000 .857 .000 .000 .000 .000 .000 .625 .625 .000 .000 .625 .000 .833 .417 .000 .625 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 5 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 5 Thru 10 Left 0 Peds 0 In - Peak Hour: 05:00 PM 15 Right0 Thru0 Left0 Peds0 In - Peak Hour: 03:00 PM0 Left 5 Thru 5 Right 0 Peds 0 In - Peak Hour: 03:15 PM 10 Left16 Thru0 Right8 Peds0 In - Peak Hour: 03:00 PM24 SINGLE UNIT Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 6 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 7 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 1 Groups Printed- ARTICULATED GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Factor 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 03:00 PM 0 0 1 0 1 0 0 0 0 0 0 2 0 0 2 0 2 0 0 2 5 03:15 PM 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 2 1 0 3 7 03:30 PM 0 0 1 0 1 0 0 0 0 0 0 3 0 0 3 0 2 1 0 3 7 03:45 PM 0 0 1 0 1 0 0 0 0 0 0 2 0 0 2 0 7 1 0 8 11 Total 0 0 3 0 3 0 0 0 0 0 0 11 0 0 11 0 13 3 0 16 30 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 3 04:30 PM 1 0 0 0 1 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 4 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 1 0 0 1 5 Total 1 0 0 0 1 0 0 0 0 0 0 10 0 0 10 0 3 0 0 3 14 05:00 PM 0 0 1 0 1 0 0 0 0 0 0 1 0 0 1 0 4 1 0 5 7 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 3 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 Total 0 0 1 0 1 0 0 0 0 0 0 4 0 0 4 0 7 1 0 8 13 Grand Total 1 0 4 0 5 0 0 0 0 0 0 25 0 0 25 0 23 4 0 27 57 Apprch %20 0 80 0 0 0 0 0 0 100 0 0 0 85.2 14.8 0 Total %1.8 0 7 0 8.8 0 0 0 0 0 0 43.9 0 0 43.9 0 40.4 7 0 47.4 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 4 Thru 23 Left 0 Peds 0 InOut Total 26 27 53 Right0 Thru0 Left0 Peds0 OutTotalIn0 0 0 Left 0 Thru 25 Right 0 Peds 0 Out TotalIn 27 25 52 Left1 Thru0 Right4 Peds0 TotalOutIn4 5 9 7/21/2021 03:00 PM 7/21/2021 05:45 PM ARTICULATED North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 2 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 3 GRUNDY REDI MIX ACCESS From West GRUNDY REDI MIX ACCESS From East ELDAMAIN RD. From South ELDAMAIN RD. From North Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 0 0 1 0 1 0 0 0 0 0 0 2 0 0 2 0 2 0 0 2 5 03:15 PM 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 2 1 0 3 7 03:30 PM 0 0 1 0 1 0 0 0 0 0 0 3 0 0 3 0 2 1 0 3 7 03:45 PM 0 0 1 0 1 0 0 0 0 0 0 2 0 0 2 0 7 1 0 8 11 Total Volume 0 0 3 0 3 0 0 0 0 0 0 11 0 0 11 0 13 3 0 16 30 % App. Total 0 0 100 0 0 0 0 0 0 100 0 0 0 81.2 18.8 0 PHF .000 .000 .750 .000 .750 .000 .000 .000 .000 .000 .000 .688 .000 .000 .688 .000 .464 .750 .000 .500 .682 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 3 Thru 13 Left 0 Peds 0 InOut Total 11 16 27 Right0 Thru0 Left0 Peds0 OutTotalIn0 0 0 Left 0 Thru 11 Right 0 Peds 0 Out TotalIn 16 11 27 Left0 Thru0 Right3 Peds0 TotalOutIn3 3 6 Peak Hour Begins at 03:00 PM ARTICULATED Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 4 Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 03:00 PM 03:00 PM 03:00 PM 03:00 PM +0 mins.0 0 1 0 1 0 0 0 0 0 0 2 0 0 2 0 2 0 0 2 +15 mins.0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 2 1 0 3 +30 mins.0 0 1 0 1 0 0 0 0 0 0 3 0 0 3 0 2 1 0 3 +45 mins.0 0 1 0 1 0 0 0 0 0 0 2 0 0 2 0 7 1 0 8 Total Volume 0 0 3 0 3 0 0 0 0 0 0 11 0 0 11 0 13 3 0 16 % App. Total 0 0 100 0 0 0 0 0 0 100 0 0 0 81.2 18.8 0 PHF .000 .000 .750 .000 .750 .000 .000 .000 .000 .000 .000 .688 .000 .000 .688 .000 .464 .750 .000 .500 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 5 ELDAMAIN RD. GRUNDY REDI MIX ACCESS GRUNDY REDI MIX ACCESS ELDAMAIN RD. Right 3 Thru 13 Left 0 Peds 0 In - Peak Hour: 03:00 PM 16 Right0 Thru0 Left0 Peds0 In - Peak Hour: 03:00 PM0 Left 0 Thru 11 Right 0 Peds 0 In - Peak Hour: 03:00 PM 11 Left0 Thru0 Right3 Peds0 In - Peak Hour: 03:00 PM3 ARTICULATED Peak Hour Data North Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 6 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access File Name : ELDAMAIN@GRUNDY.PM Site Code : 00000000 Start Date : 7/21/2021 Page No : 7 Sam Schwartz Engineering, D.P.C. Eldamain Rd.@ Grundy Redi Mix Access Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldemain Rd.@US 34Site Code:Start Date: 07/21/2021Page No: 1Turning Movement DataStart TimeEldemain Rd.US 34Eldemain Rd.US 34SouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total3:00 PM42182300833514615001961581500382513017001724893:15 PM7128310013022134280018411121300361511447001765263:30 PM8035400015526141170018411112700491212049001815693:45 PM572628011112418422002302514200059191624200223623Hourly Total25010712201479107605820079462457500182715261550075222074:00 PM5827290011420162360021822121700511315032001955784:15 PM461827009128175280023110152000451415523001925594:30 PM5037380012533160130020615122501522212926011775604:45 PM492247011184016124002252014140048181232900170561Hourly Total203104141014481216581010088067537601196675571100173422585:00 PM352142009822173210021619151000441412333001705285:15 PM5531390012528203260025720191300521615425001956295:30 PM4326310210032171180022121111900511713221001705425:45 PM411825018428153190020012960027141251900158469Hourly Total17496137034071107008400894725448001746153498006932168*** BREAK ***-------------------------6:00 AM1410150139923100339154002896659091342346:15 AM8131800396334004312115002888058001462566:30 AM1737002719282004911143002878566001582626:45 AM141616004631344006992160036131035600172323Hourly Total5342560115165118110019441611800120373342390961010757:00 AM4416012413514006812115002899835001422627:15 AM18112202511346600651021300341010038001482987:30 AM1872300481980700106191440037812137001663577:45 AM24723025416595008016265004791344900192373Hourly Total6429840517761236220031957721700146364531590064812908:00 AM17111901472666500971216700351012129001603398:15 AM1983500622550130088161260034711734001583428:30 AM22113601692578600109102090039714029001763938:45 AM1761800412277900108121111003491314900189372Hourly Total75361080221998271330040250593300142335091410068314469:00 AM0000000000000000000000000Grand Total81941464801318815622588333003483349344267019603052913902010412010444Approach %43.522.034.40.0--16.174.39.60.0--36.435.827.80.0--7.470.721.90.0---Total %7.84.06.20.0-18.05.424.83.20.0-33.33.33.32.60.0-9.22.927.98.60.0-39.4- Lights7764075360-171945325163250-32943413422660-94929828448640-40069968% Lights94.798.382.7--91.480.697.297.6--94.697.799.499.6--98.997.797.695.8--97.295.4Mediums216150-42154450-646210-9737140-58173% Mediums2.61.42.3--2.22.71.71.5--1.81.70.60.4--0.92.31.31.6--1.41.7Articulated Trucks221970-120942830-1252000-2032240-56303% ArticulatedTrucks2.70.215.0--6.416.71.10.9--3.60.60.00.0--0.20.01.12.7--1.42.9Bicycles onCrosswalk----10-----0-----1-----1--% Bicycles onCrosswalk----76.9-----------100.0-----10.0--Pedestrians----3-----0-----0-----9--% Pedestrians----23.1-----------0.0-----90.0-- Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldemain Rd.@US 34Site Code:Start Date: 07/21/2021Page No: 307/21/2021 3:00 PMEnding At07/22/2021 9:15 AMLightsMediumsArticulated TrucksBicycles on CrosswalkPedestriansEldemain Rd. [N]OutInTotal165917193378314273118120238000000180818813689776407536002161500221970000001000003819414648013RTLUP3910 0 0 131 58 3721 Out 3483 0 0 125 64 3294 In 7393 0 0 256 122 7015 Total US 34 [E] R 562 0 0 94 15 453 T 2588 0 0 28 44 2516 L 333 0 0 3 5 325 U 0 0 0 0 0 0 P 0 0 0 0 0 0 103094919791892742600000010529602012OutInTotalEldemain Rd. [S]ULTRP026634234100126000020000010000002673443491US 34 [W]Total7564124106007794In40065856004120Out35586650003674000000U864142400902L28443732002913T2987000305R0001910PTurning Movement Data Plot Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldemain Rd.@US 34Site Code:Start Date: 07/21/2021Page No: 4Turning Movement Peak Hour Data (3:30 PM)Start TimeEldemain Rd.US 34Eldemain Rd.US 34SouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total3:30 PM8035400015526141170018411112700491212049001815693:45 PM5726280111124184220023025142000591916242002236234:00 PM5827290011420162360021822121700511315032001955784:15 PM46182700912817528002311015200045141552300192559Total2411061240147198662103008636852840020458587146007912329Approach %51.222.526.30.0--11.476.711.90.0--33.325.541.20.0--7.374.218.50.0---Total %10.34.65.30.0-20.24.228.44.40.0-37.12.92.23.60.0-8.82.525.26.30.0-34.0-PHF0.7530.7570.7750.000-0.7600.8750.8990.7150.000-0.9340.6800.8670.7780.000-0.8640.7630.9060.7450.000-0.8870.935Lights2301051080-443866551030-8446651840-201585711410-7702258% Lights95.499.187.1--94.187.898.9100.0--97.897.198.1100.0--98.5100.097.396.6--97.397.0Mediums7120-102300-51100-20710-825% Mediums2.90.91.6--2.12.00.50.0--0.61.51.90.0--1.00.01.20.7--1.01.1Articulated Trucks40140-1810400-141000-10940-1346% ArticulatedTrucks1.70.011.3--3.810.20.60.0--1.61.50.00.0--0.50.01.52.7--1.62.0Bicycles onCrosswalk----1-----0-----0-----0--% Bicycles onCrosswalk----100.0--------------------Pedestrians----0-----0-----0-----0--% Pedestrians----0.0-------------------- Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldemain Rd.@US 34Site Code:Start Date: 07/21/2021Page No: 5Peak Hour Data07/21/2021 3:30 PMEnding At07/21/2021 4:30 PMLightsMediumsArticulated TrucksBicycles on CrosswalkPedestriansEldemain Rd. [N]OutInTotal278443721410141418320000002964717672301051080071200401400000010000024110612401RTLUP779 0 0 24 10 745 Out 863 0 0 14 5 844 In 1642 0 0 38 15 1589 Total US 34 [E] R 98 0 0 10 2 86 T 662 0 0 4 3 655 L 103 0 0 0 0 103 U 0 0 0 0 0 0 P 0 0 0 0 0 0 266201467123011000000267204471OutInTotalEldemain Rd. [S]ULTRP084516600011000010000000000008452680US 34 [W]Total17391821001778In77081300791Out96910800987000000U1411400146L5717900587T58000058R000000PTurning Movement Peak Hour Data Plot (3:30 PM) Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldemain Rd.@US 34Site Code:Start Date: 07/21/2021Page No: 6Turning Movement Peak Hour Data (7:45 AM)Start TimeEldemain Rd.US 34Eldemain Rd.US 34SouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total7:45 AM247230254165950080162650047913449001923738:00 AM17111901472666500971216700351012129001603398:15 AM1983500622550130088161260034711734001583428:30 AM2211360169257860010910209003971402900176393Total8237113042329225329003745474270015533512141006861447Approach %35.315.948.70.0--24.667.67.80.0--34.847.717.40.0--4.874.620.60.0---Total %5.72.67.80.0-16.06.417.52.00.0-25.83.75.11.90.0-10.72.335.49.70.0-47.4-PHF0.8540.8410.7850.000-0.8410.8850.8110.5580.000-0.8580.8440.7120.7500.000-0.8240.8250.9140.7190.000-0.8930.920Lights7536830-19462235260-3235374260-153324961380-6661336% Lights91.597.373.5--83.667.492.989.7--86.498.1100.096.3--98.797.096.997.9--97.192.3Mediums3150-951320-201010-211010-1243% Mediums3.72.74.4--3.95.45.16.9--5.31.90.03.7--1.33.02.00.7--1.73.0Articulated Trucks40250-2925510-310000-00620-868% ArticulatedTrucks4.90.022.1--12.527.22.03.4--8.30.00.00.0--0.00.01.21.4--1.24.7Bicycles onCrosswalk----4-----0-----0-----0--% Bicycles onCrosswalk----100.0--------------------Pedestrians----0-----0-----0-----0--% Pedestrians----0.0-------------------- Sam Schwartz223 W. Jackson Suite 1101Chicago, Illinois, United States 60606773.305.0800 kmurphy@samschwartz.comCount Name: Eldemain Rd.@US 34Site Code:Start Date: 07/21/2021Page No: 7Peak Hour Data07/22/2021 7:45 AMEnding At07/22/2021 8:45 AMLightsMediumsArticulated TrucksBicycles on CrosswalkPedestriansEldemain Rd. [N]OutInTotal274194468691527295600000030723253975368300315004025000000400000823711304RTLUP679 0 0 31 16 632 Out 374 0 0 31 20 323 In 1053 0 0 62 36 955 Total US 34 [E] R 92 0 0 25 5 62 T 253 0 0 5 13 235 L 29 0 0 1 2 26 U 0 0 0 0 0 0 P 0 0 0 0 0 0 9415324742610100000099155254OutInTotalEldemain Rd. [S]ULTRP026745300101000000000000000002774540US 34 [W]Total10022917001048In66612800686Out33617900362000000U1381200141L49610600512T32100033R000000PTurning Movement Peak Hour Data Plot (7:45 AM) Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Mayor’s Report #2 Tracking Number CC 2022-15 Poppy Days Proclamation City Council – April 26, 2022 None Mayor John Purcell Name Department UNITED CITY OF YORKVILLE Proclamation Whereas, America is the land of freedom, preserved and protected willingly and freely by citizen soldiers; Whereas, millions who have answered the call to arms have died on the field of battle; Whereas, a nation of peace must be reminded of the price of war and the debt owed to those who have died in war; Whereas, the red poppy has been designated as a symbol of sacrifice of lives in all wars; Whereas, the America Legion Post 489 and America Legion Auxiliary Unit 489 have pledged to remind America annually of this debt through the distribution of the memorial flower, so that May 9 - 15, 2022 may serve as “Poppy Awareness Days”. Therefore, I, John Purcell, Mayor of the United City of Yorkville, do hereby proclaim “Poppy Awareness Days” in the United City of Yorkville, and request all citizens to observe these days by wearing a Poppy and making contributions for this worthy cause. Dated this 26th day of April, 2022, A.D. ____________________________ John Purcell, Mayor Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Mayor’s Report #3 Tracking Number CC 2022-16 Motorcycle Awareness Proclamation City Council – April 26, 2022 None Mayor John Purcell Name Department UNITED CITY OF YORKVILLE Motorcycle Awareness Month Proclamation WHEREAS, safety is the highest priority for the highways and streets of our City and State; and WHEREAS, the great State of Illinois is proud to be a national leader in motorcycle safety, education and awareness; and WHEREAS, motorcycles are a common and economical means of transportation that reduces fuel consumption and road wear, and contributes in a significant way to the relief of traffic and parking congestion; and WHEREAS, it is especially meaningful that the citizens of our City and State be aware of motorcycles on the roadways and recognize the importance of motorcycle safety; and WHEREAS, the members of A.B.A.T.E. of Illinois, Inc. (A Brotherhood Aimed Toward Education), continually promote motorcycle safety, education and awareness in high school drivers’ education programs and to the general public in our City and State, presenting motorcycle awareness programs to over 120,000 participants in Illinois over the past seven years; and WHEREAS, all motorcyclists should join A.B.A.T.E. of Illinois, Inc. in actively promoting the safe operation of motorcycles as well as promoting motorcycle safety, education, awareness and respect of the citizens of our City and State; and WHEREAS, the motorcyclists of Illinois have contributed extensive volunteerism and money to national and community charitable organizations; and WHEREAS, during the month of May, all roadway users should unite in the safe sharing of the roadways within the United City of Yorkville and throughout the State of Illinois. NOW, THEREFORE, I, John Purcell, Mayor of the United City of Yorkville, in the great state of Illinois, in recognition of 35 years of A.B.A.T.E. of Illinois, Inc., and over 352,318 registered motorcyclists statewide, and in recognition of the continued role Illinois serves as a leader in motorcycle safety, education and awareness, do hereby proclaim the Month of May 2022 as Motorcycle Awareness Month in the United City of Yorkville, and urge all motorists to join in an effort to improve safety and awareness on our roadways. Dated this 26th day of April, 2022, A.D. ______________________________ John Purcell, Mayor Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Mayor’s Report #4 Tracking Number CC 2022-17 Appointments to Boards and Commissions City Council – April 26, 2022 Majority Approval Mayor John Purcell Name Department 2022 Board and Commission Appointments BOARD/ COMMISSION NAME TERM Library Board Ryan Forristall 3 years May 2022 – May 2025 Library Board Jackie Milschewski 3 years May 2022 – May 2025 Library Board Keri Pesola 3 years May 2022 – May 2025 Planning & Zoning Commission Greg Millen 4 years May 2022 – May 2026 Planning & Zoning Commission Jeff Olson 4 years May 2022 – May 2026 Planning & Zoning Commission Richard Vinyard 4 years May 2022 – May 2026 Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/gov_officials.php Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: See attached memorandum. Reviewed By: Legal Finance Engineer City Administrator Purchasing Manager Community Development Police Public Works Parks and Recreation Agenda Item Number Economic Development Committee #1 Tracking Number PZC 2022-03 and EDC 2022-21 Windmill Farms – 2nd Amendment to Annexation Agreement City Council – April 26, 2022 EDC – 04/12/22 Public Hearing was held. PZC 2022-03 & EDC 2022-21 Majority Vote Proposed amendment to the Windmill Farms Annexation Agreement. Krysti J. Barksdale-Noble, AICP Community Development Name Department SUMMARY: The request is for an amendment to an existing annexation agreement for the Windmill Farms Planned Unit Development (PUD) approved in 2008. The PUD covered approximately 91-acres of land under contract by the former developer, Jake Land Group, for a proposed commercial and multi-family residential development (refer to concept PUD Plan below). Although the City annexed the parcels and rezoned the entire site under a “PUD” zoning, a final plat was never recorded to formalize the PUD and development never commenced. This left the properties in the Windmill Farms development saddled with entitlements that limited their ability to redevelop, expand or rezone without City Council action. Included within the original Windmill Farms development is a 1.17-acre parcel located at 8721 Route 126 and currently used as a residence. The property is owned by Big Sky Management, LLC and under contract to purchase by BW Properties Holding, LLC (dba Bricolage Wellness, PLLC). BW Properties Holdings, LLC (dba Bricolage Wellness, PLLC) intends to operate a professional office providing counselling and therapeutic services. Therefore, the amendment seeks to remove the Memorandum To: City Council From: Krysti J. Barksdale-Noble, Community Development Director CC: Bart Olson, City Administrator Kathleen Field-Orr, City Attorney Date: April 6, 2022 Subject: Windmill Farms – 2nd Amendment to Annexation Agreement PUBLIC HEARING Rezoning of Certain Property within Development subject property from the previously approved annexation agreement. Since the annexation agreement is not set to expire until 2028, each property owner must seek City Council approval to remove themselves from the agreement’s provisions by amendment. Once removed, the property will only retain its zoning, which is the PUD District zoning. Since the City no longer has a Planned Unit Development (PUD) zoning district, the property will be required to rezone. The proposed agreement amendment is being considered concurrently with a request for rezoning from PUD to B-3 General Business District by the Planning and Zoning Commission. DEVELOPMENT BACKGROUND: In 2008, Windmill Farms was annexed into Yorkville and zoned within the Planned Unit Development (PUD) District via ordinances 2008-40 and 2008-42. The developer at that time, Jake Land Group, LLC, annexed eight (8) parcels totaling roughly 78-acres and assembled those with five (5) already annexed parcels to create a thirteen (13) parcel, an approximately 91-acre site, with a mix of residential and commercial land uses. Some of the parcels were purchased by the developer, while others were under contract. As part of the annexation agreement, certain B-3 General Business District and R-4 General Multi- Family Residence District land uses were permitted, and development was subject to the approved Windmill Farms concept land plan. The annexation and zoning were the only approvals granted for the Windmill Farm development. Since that time, the Jake Land Group, LLC parcels were foreclosed upon and the contracts with the owners of the other parcels fell through. The property has remained vacant and undeveloped since the original approvals in 2008. Additionally, some parcels have been further subdivided. The current ownership of the parcels is depicted in the following map: ZONING ANALYSIS: The existing Windmill Farms Annexation and Planned Unit Development Agreement presents a unique land approval dilemma for successor property owners, specifically related to zoning of the parcels currently for sale and future land use development. The annexation agreement, which is nearing 15 years of its 20-year term, established a Planned Unit Development (PUD) zoning district for the development with portions of the property subject to certain B-3 business and R-4 multi-family residential land uses. In 2019, Hively Landscaping petitioned for annexation amendment through an identical entitlement process for three (3) parcels they purchased in the Windmill Farms development and successfully rezoned them from PUD to B-3 General Business District and A-1 Agriculture as depicted in the zoning map below: According to the 2006 annexation agreement for Windmill Farms, a preliminary process for the approval of a PUD as a special use was anticipated with the adoption of the concept plan. However, the concept plan was never formalized via an ordinance approving the special use for a Planned Unit Development (PUD) and final plat of subdivision. With the passage of time, the concept plan for the Windmill Farm development is no longer valid. Therefore, it is staff and the City Attorney’s recommendation to amend the only authorizing document for the Windmill Farms development, the annexation and PUD agreement, to remove the subject parcel and thereby allowing it to be rezoned. Further, the rezoning will have no effect on the validity of the annexation itself. PROPOSED AMENDMENT: As prepared by the City Attorney, the proposed amendment deletes Paragraph 1: Annexation and Zoning of the original annexation agreement and replaces it with the following: The City has adopted an ordinance annexing to the City the Subject Property and shall adopt an ordinance zoning the Subject Property into the B-3 General Business zoning district, which may be further changed without amendment of this Agreement pursuant to the procedures of the Zoning Code. Paragraph 2A of the annexation agreement is proposed to be deleted, as it relates solely to the concept plan that was never adopted into a final plat for a special use PUD. And finally, paragraphs B and D of Section 3 of the original annexation agreement regarding the requirement for connection to City water and annexing into the Yorkville Bristol Sanitary District is deleted in its entirety, too. STAFF COMMENTS: Staff is highly supportive of the proposed annexation agreement amendment based upon legal counsel recommendation and in consideration of the length of time the area has remained undeveloped under the current concept plan and zoning. Staff and the petitioner will be available at Tuesday night’s meeting to answer any questions. ATTACHMENTS: 1. Draft Ordinance Approving 2nd Amendment to the Annexation Agreement 2. Draft 2nd Amendment to the Annexation Agreement 3. Petitioner’s Application 4. Ord. 2008-40 5. Public Hearing Notice Ordinance No. 2022-___ Page 1 Ordinance No. 2022-_____ AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, APPROVING THE SECOND AMENDMENT TO THE ANNEXATION AND PLANNED UNIT DEVELOPMENT AGREEMENT FOR A PORTION OF THE WINDMILL FARMS DEVELOPMENT (BW Properties Holdings, LLC/Bricolage Wellness, PLLC) WHEREAS, the United City of Yorkville (the “City”) is a duly organized and validly existing non home-rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and, WHEREAS, Jake Land Group, LLC (the “Original Owner”) entered into an ANNEXATION AND PLANNED UNIT DEVELOPMENT AGREEMENT TO THE UNITED CITY OF YORKVILLE WINDMILL FARMS (the “Original Annexation Agreement”) dated May 27, 2008 that was approved by the Mayor and City Council (the “Corporate Authorities”) by Ordinance No. 2008-40 on May 27, 2008 and recorded with the Kendall County Recorder on July 17, 2008 as document 200800016874; and, WHEREAS, the Original Annexation Agreement provided for the annexation and zoning of approximately 62.82 acres of land to the City and the development of 15.32 acres already annexed to the City; and, WHEREAS, on April 9, 2019, by Ordinance No. 2019-22, the Original Agreement was amended as it related to 16.21 acres of the Windmill Farms to rezone three (3) parcels to the City’s A-1 Agricultural District and B-3 General Business District for the development of a landscape nursery business (the "First Amendment"); the First Amendment was recorded with the Kendall County Recorder' s Office on May 2, 2019 as document #201900005298; and, WHEREAS, BW Properties Holdings, LLC (“Developer”) is the contract purchaser of approximately 1.17 acres of the Windmill Farms property that is legally described on Exhibit A attached hereto and made a part hereof (the “Subject Property”) with PIN Number: 05-03-300-007; and, WHEREAS, Developer has petitioned the City to amend the Original Annexation Agreement to rezone the Subject Property pursuant to the current United City of Yorkville Zoning Ordinance (the “Zoning Code”) in order to permit the Developer to proceed with operation under the City’s B-3 General Business District for a professional services office use; and, WHEREAS, the Corporate Authorities conducted a public hearing on the amendment of the Original Annexation Agreement on April 12, 2022 and the statutory procedures provided in 65 ILCS 5/11-15.1-1, as amended, for the approval of this Second Amendment have been complied with. NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1: The above recitals are incorporated and made a part of this Ordinance. Section 2: That the SECOND AMENDMENT TO THE ANNEXATION AGREEMENT BETWEEN JAKE LAND GROUP LLC AND THE UNITED CITY OF YORKVILLE (Windmill Farms), attached hereto and made a part hereof by reference as Exhibit A be and is hereby approved and the Ordinance No. 2022-___ Page 2 Mayor and City Clerk are hereby authorized and directed to execute and deliver said Second Amendment. Section 3: This Ordinance shall be in full force and effect upon its passage, approval, and publication as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2022. ______________________________ CITY CLERK KEN KOCH _________ DAN TRANSIER _________ ARDEN JOE PLOCHER _________ CRAIG SOLING _________ CHRIS FUNKHOUSER _________ MATT MAREK _________ SEAVER TARULIS _________ JASON PETERSON _________ APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2022. ______________________________ MAYOR SECOND AMENDMENT TO THE ANNEXATION AGREEMENT BETWEEN JAKE LAND GROUP LLC AND THE UNITED CITY OF YORKVILLE (Windmill Farms) This Second Amendment (the “Amendment”) to the Annexation Agreement dated May 27, 2008, pertaining to the Windmill Farms properties, is entered into this __ day of April, 2022, by and between the United City of Yorkville, Illinois, a municipal corporation (the “City”) and BW Properties Holdings, LLC d/b/a Bricolage Wellness, PPLC, the contract purchaser of a portion of the Windmill Farms properties (the “DEVELOPER”); and, WHEREAS, Jake Land Group, LLC (the “Original Owner”) entered into an ANNEXATION AND PLANNED UNIT DEVELOPMENT AGREEMENT TO THE UNITED CITY OF YORKVILLE WINDMILL FARMS (the “Original Annexation Agreement”) dated May 27, 2008 that was approved by the Mayor and City Council (the “Corporate Authorities”) by Ordinance No. 2008-40 on May 27, 2008 and recorded with the Kendall County Recorder on July 17, 2008 as document 200800016874; and, WHEREAS, the Original Annexation Agreement provided for the annexation of approximately 62.82 acres of land to the City and the development of 15.32 acres already annexed to the City (the “Property”), when due to the changes in the economic conditions in the country and most particularly in the region, the Original Owner lost ownership of the Property; and, WHEREAS, on April 9, 2019, by Ordinance No. 2019-22, the Original Agreement was amended as it related to 16.21 acres of the Windmill Farms to rezone three (3) parcels to the City’s A-1 Agricultural District and B-3 General Business District for the development of a landscape nursery business (the "First Amendment"); the First Amendment was recorded with the Kendall County Recorder' s Office on May 2, 2019 as document #201900005298; and, WHEREAS, DEVELOPER is the contract purchaser of approximately 1.17 acres of the Windmill Farms property that is legally described on Exhibit A attached hereto and made a part hereof (the “Subject Property”) with PIN Number: 05-03-300-007; and, WHEREAS, DEVELOPER has petitioned the City to rezone the Subject Property pursuant to the current United City of Yorkville Zoning Ordinance (the “Zoning Code”) in order to permit DEVELOPER to proceed with operation under the City’s B-3 General Business District for a professional services office use; and, WHEREAS, the DEVELOPER is prepared to participate in all public hearings as required by law to accomplish this Amendment to the Original Annexation Agreement and as may be required to rezone the Property under the Zoning Code. NOW, THEREFORE, the parties hereto agree as follows: 1. The above recitals are incorporated herein and made a part of this Agreement. 2. That the fifth whereas clause be and is herby repealed. 3. That Paragraph 1 of the Original Annexation Agreement is hereby deleted and replaced with the following: ANNEXATION AND ZONING The City has adopted an ordinance annexing to the City the Subject Property and shall adopt an ordinance zoning the Subject Property into the B-3 General Business District for parcel 05-03-300-007, which may be further changed without amendment of this Agreement pursuant to the procedures of the Zoning Code. 4. That Paragraph 2A of the Original Annexation Agreement is hereby deleted in its entirety. 5. That Paragraph 9, Notice, of the Original Annexation Agreement is hereby amended by deleting the person named to receive notice for the Developer and insert the following: To Developer: Dawn Leprich-Graves BW Property Holdings, LLC/Bricolage Wellness, PPLC 477 E. Butterfield Road Suite 212 Lombard, IL 60148 With a copy to: Jeff M. Goldberg Hinshaw and Culbertson, LLP 151 N. Franklin St. Suite 2500 Chicago, IL 60606 6. That Paragraphs B and D of Section 3, of the Original Annexation Agreement regarding the requirement for connection to City water and annexing into the Yorkville Bristol Sanitary District is hereby deleted in its entirety. IN WITNESS WHEREOF, the parties hereto have caused this Second Amendment to the Original Annexation Agreement to be executed by their duly authorized officers on the above date at Yorkville, Illinois. United City of Yorkville, an Illinois municipal Corporation By: _______________________________________ Mayor Attest: _________________________________ City Clerk DEVELOPER By: _______________________________________ BW Property Holdings, LLC/Bricolage Wellness, PPLC Attest: __________________________________ Witness EXHIBIT A LEGAL DESCRIPTION THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER 1,995.6 FEET TO THE CENTERLINE OF ILLINOIS ROUTE 71; THENCE NORTHEASTERLY ALONG SAID CENTERLINE OF ILLINOIS ROUTE 71, 1,411.3 FEET TO THE CENTERLINE EXTENDED NORTHWESTERLY OF THE PUBLIC ROAD RUNNING SOUTHEASTERLY FROM SAID ILLINOIS ROUTE 71, COMMONLY KNOWN AS WING ROAD; THENCE SOUTHEASTERLY ALONG THE EXTENDED CENTERLINE AND THE CENTERLINE OF SAID PUBLIC ROAD, BEING ALONG A LINE THAT FORMS AN ANGLE OF 93 DEGREES 25 MINUTES TO THE RIGHT WITH THE PROLONGATION NORTHEASTERLY OF THE TANGENT TO THE CENTERLINE OF SAID ILLINOIS ROUTE 71 AT THE LAST DESCRIBED POINT, 761 FEET FROM THE POINT OF BEGINNING; THENCE SOUTHWESTERLY ALONG A LINE THAT FORMS AN ANGLE OF 79 DEGREES 47 MINUTES TO THE RIGHT WITH THE PROLONGATION OF THE LAST DESCRIBED LINE 265.6 FEET TO THE CENTERLINE OF ILLINOIS ROUTE 126; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE OF ILLINOIS ROUTE 126 TO THE CENTERLINE OF THE EASTERLY FORK OF THE PUBLIC ROAD AFORESAID WHICH RUNS SOUTHEASTERLY FROM SAID ILLINOIS ROUTE 71; THENCE NORTHWESTERLY ALONG THE CENTERLINE OF SAID PUBLIC ROAD TO THE POINT OF BEGINNING; IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. PIN# 05-03-300-007 200800 Filed for Record in KENDALL COUNTYP ILLINOIS STATE OF ILLINOIS RENNETTA S MICY,ELSON 07 -17 -2008 At 09:50 am. ss.ORDINANCE 102.00 COUNTY OF KENDALL RHSP Surcharge 10.00 Ordinance No. 2008 - 'kO AN ORDINANCE AUTHORIZING THE EXECUTION OF AN ANNEXATION AND PLANNED UNIT DEVELOPMENT AGREEMENT Windmill Farms) WHEREAS, it is prudent and in the best interest of the United City of Yorkville, Kendall County, Illinois, to enter into a certain Annexation and Planned Unit Development Agreement pertaining to the annexation of real estate described on Exhibit A attached thereto and made a part hereof; and, WHEREAS, said Annexation and Planned Unit Development Agreement has been reviewed, discussed and considered by the City Council; and, WHEREAS, the legal owners of record of the territory which is the subject of said Agreement are ready, willing and able to enter into said Agreement and to perform the obligations as required hereunder; and, WHEREAS, the statutory procedures as set forth in 65 ILCS 5111- 15.1 -1, pertaining to i i the approval and execution of annexation and planned unit development agreement have been fully satisfied; and, WHEREAS, the property is contiguous to the existing boundaries of the City. NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the I United City of Yorkville that the City Code of the City of Yorkville be amended as follows: Section 1. The Mayor and City Council hereby approve the Annexation and Planned Unit Development Agreement a copy of which is attached to this Ordinance (the "Annexation and Planned Unit Development Agreement"), pertaining to the real estate legally described on Exhibit ,4 also attached hereto. Section 2. The Mayor and City Clerk are herewith authorized and directed to execute, on behalf of the City, said Annexation and Planned Unit Development Agreement and the Clerk is further directed to file said Annexation and Planned Unit Development Agreement with the Kendall County Recorder's Office. Section 3. This Ordinance shall be in full force and effect immediately from and after its passage and approval according to law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois, this day of A.D. 2008. v City Clerk ROBYN SUTCLIFF JOSEPH BESCO ARDEN JOE PLOCHER WALLY WERDERICH GARY GOLINSKI MARTY MUNNS ROSE SPEARS 2 APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this A ?7 day of Ma t4 A.D. 2008. Mayor 3 EXHIBIT A LEGAL DESCRIPTION THAT PART OF THE WEST HALF OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SAID SECTION 3; THENCE SOUTH 00 L4'45" EAST, ALONG THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3, L284.36 FEET; THENCE SOUTH 89 0 50'00" WEST, 684.42 FEET THENCE NORTH 09 0 30'00" WEST, 592.27 FEET; THENCE SOUTH 57 °33'55" WEST, 327.57 FEET TO THE EASTERLY LINE OF WING ROAD; THENCE NORTH 21'52'29" WEST, ALONG SAID EASTERLY LINE, 705.85 FEET TO THE SOUTHERLY RIGHT -OF -WAY LINE OF ILLINOIS ROUTE 71 FOR THE POINT OF BEGINNING; THENCE SOUTH 21'52'29" EAST, ALONG SAID EASTERLY LINE, L19.0. FEET; THENCE NORTH 68 °07'31" EAST, PERPENDICULAR TO SAID EASTERLY LINE, 211.0 FEET; THENCE NORTH 21 52'29" WEST, P ARALLEL WITH SAID EASTERLY LINE, 131.87 FEET TO SAID SOUTHERLY RIGHT -OF -WAY LINE OF ILLINOIS ROUTE 71; THENCE SOUTHWESTERLY, ALONG SAID SOUTHERLY RIGHT -OF -WAY LINE, BEING A CURVE TO THE RIGHT WITH A RADIUS OF 11509.16 FEET, AN ARC DISTANCE OF 21139 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS AND CONTAINING 0.6060 ACRE. THAT PART OF THE WEST HALF OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SAID SECTION 3; THENCE SOUTH 00 °14'45" EAST, ALONG THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3,1284.36 FEET, THENCE SOUTH 89 °50'00" WEST, 684.42 FEET; THENCE NORTH 09 °30'00" WEST, 592.27 FEET FOR THE POINT OF BEGINNING; THENCE SOUTH 57 °33'55" WEST, 32757 FEET TO THE EASTERLY LINE OF WING ROAD; THENCE NORTH 21 °52'29" WEST, ALONG SAID EASTERLY LINE, 586.85 FEET TO A POINT ON SAID EASTERLY LINE WHICH IS 119.0 FEET (MEASURED ALONG SAID EASTERLY LINE) SOUTHEASTERLY OF THE SOUTHERLY RIGHT -OF -WAY LINE OF ILLINOIS ROUTE 71; THENCE NORTH 68 1 07'31" EAST, PERPENDICULAR TO SAID EASTERLY LINE, 211.0 FEET; THENCE NORTH 21 °52'29" WEST, P ARALLELLEL WITH SAID EASTERLY LINE, 131.87 FEET TO SAID SOUTHERLY RIGHT- OF-WAY LINE OF ILLINOIS ROUTE 71; THENCE NORTHEASTERLY, ALONG SAID SOUTHERLY RIGHT -OF- WAY LINE, BEING A CURVE TO THE LEFT WITH A RADIUS OF 11509.16 FEET, AN ARC DISTANCE OF 261.03 FEET TO A LINE DRAWN NORTH 09 °30'00° WEST FROM THE POINT OF BEGINNING; THENCE SOUTH 09 1 30'00" EAST, ALONG SAID LINE, 695.72 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS AND CONTAINING 5.6041 ACRES. THAT PART OF THE NORTH 1/2 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 3; THENCE SOUTH 0 DEGREES, 07 MINUTES, 44 SECONDS WEST ALONG THE EAST LINE OF SAID SOUTHWEST 1/4,1284.36 FEET; THENCE NORTH 89 DEGREES, 47 MINUTES, 31 SECONDS WEST, 684.42 FEET; THENCE NORTH 09 DEGREES, 32 MINUTES, 39 SECONDS WEST, 590.03 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSM BOYD BY A DEED DATED MATCH 25,1929 AND RECORDED DECEMBER 14,1938 IN DEED RECORD BOOK 88 ON PAGE 399; THENCE NORTH: 09 DEGREES, 05 MINUTES, 46 SECONDS WEST, 748.40 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE TIC. 71; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11,45920 FEET AND A RADIAL BEARING OF NORTH 26 DEGREES, 50 MINUTES, 30 SECONDS WEST AT THE LAST DESCRIBED POINT. 627.46; THENCE NORTH 60 DEGREES, 02 MINUTES, 30 SECONDS EAST ALONG SAID CENTER LINE, 332.0 FEET FOR A POINT OF BEGINNING; THENCE SOUTH 12 DEGREES, 27 MINUTES, 30 SECONDS EAST, 264.0 FEET: THENCE SOUTH 84 DEGREES, 27 MINUTES, 30 SECONDS EAST, 202.0 FEET: THENCE NORTH 0 DEGREES, 47MINUTES, 30 SECONDS WEST, 423.02 FEET TO SAID CENTER LINE: THENCE SOUTH 60 DEGREES, 02 MINUTES. 30 SECONDS WEST ALONG CENTER LINE, 291.76 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. THAT PART OF THE NORTHEAST, NORTHWEST AND SOUTHWEST QUARTERS OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER 1284.36 FEET; THENCE SOUTH 89 DEGREES 29 MINUTES 40 SECONDS WEST 680.30 FEET; THENCE NORTH 09 DEGREES 33 MINUTES 27 SECONDS WEST 10.0 FEET FOR A POINT OF BEGINNING; THENCE NORTH 09 DEGREES. 33 MINUTES 27 SECONDS WEST 579.63 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSIE BOYD BY A DEED DATED MARCH 25,1929 AND RECORDED DECEMBER 14,1938 IN DEED RECORD BOOK 88 ON PAGE 399; THENCE NORTH 09 DEGREES 05 MINUTES 24 SECONDS WEST ALONG THE EAST LINE OF SAID BOYD TRACT 748.57 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 71; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11, 45920 FEET AND A RADIAL BEARING OF NORTH 26 DEGREES 49 MINUTES 16 SECONDS WEST AT THE LAST DESCRIBED POINT 627.46 FEET, THENCE NORTH 60 DEGREES 02 MINUTES 30 SECONDS EAST ALONG SAIL) CENTER LINE 332.0 FEET; THENCE SOUTH 12 DEGREES 27 MINUTES 30 SECONDS EAST 264.0 FEET; THENCE SOUTH 84 DEGREES 27 MINUTES 30 SECONDS EAST 202.0 FEET; THENCE NORTH 00 DEGREES 42 N M TUTES 30 SECONDS WEST 423.02 FEET TO SAID CENTER LINE; THENCE NORTH 60 DEGREES 02 MINUTES 30 SECONDS EAST ALONG SAID CENTER LINE 412.69 FEET TO A LINE DRAWN NORTH 00 DEGREES 10 MINUTES 46 SECONDS EAST PARALLEL WITH TILE WEST LINE OF SAID NORTHEAST QUARTER, FROM A POINT ON THE SOUTH LINE OF SAID NORTHEAST QUARTER WHICH IS 598.62 FEET EASTERLY OF THESOUTHWESTCORNEROFSAIDNORTHEASTQUARTER: THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG SAID PARALLEL LINE 88056 FEEEr TO SAID SOUTH LINE; THENCE SOUTH 89 DEGREES 34 MINUTES 48 SECONDS WEST ALONG SAID SOUTH LINE 598.62 FEET TO SAID SOUTHWEST CORNER; THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG SAID EAST LINE 127536 FEET TO A LINE DRAWN SOUTH 89 DEGREES 40 MINUTES 33 SECONDS EAST FROM THE POINT OF BEGINNING; THENCE NORTH 89 DEGREES 40 MINUTES 33 SECONDS WEST 681.94 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS THAT PART OF THE SOUTHWEST 114 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: I ICI COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST 114; THENCE NORTH 0 DEGREES 08 MINUTES 09 SECONDS WEST ALONG THE WEST LINE OF SAID SOUTHWEST 1/4,798.60 FEET TO AN OLD CLAIM LINE; THENCE NORTH 57 DEGREES 59 MINUTES 05 SECONDS EAST ALONG SAID OLD CLAIM LINE 299.00 FEET FOR A POINT OF BEGINNING; THENCE SOUTH 1 DEGREE 51 MINUTES 32 SECONDS WEST, 402.10 FEET; THENCE SOUTH 59 DEGREES 55 MINUTES., 25 SECONDS EAST, 25651 FEET; THENCE NORTH 59 DEGREES 55 MINUTES 25 SECONDS EAST 355.65 FEET; THENCE NORTH 62 DEGREES 43 MINUTES 29 SECONDS EAST, 853.57 FEET; THENCE NORTH 33 DEGREES 24 MINUTES 40 SECONDS EAST,. 54227 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NUMBER 126; THENCE NORTHWESTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 2292.01 FEET AND A RADIAL BEARING OF SOUTH 29 DEGREES 23 MINUTES 51 SECONDS WEST AT THE LAST DESCRIBED POINT, 358.41 FEET TO A POINT WHICH IS 151.00 FEET, AS MEASURED ALONG SAID CENTER LINE, SOUTHEASTERLY OF THE INTERSECTION OF SAID CENTER LINE AND SAID OLD CLAIM LINE; THENCE SOUTH 45 DEGREES 05 MINUTES 49 SECONDS WEST, 265.70 FEET; THENCE SOUTH 73 DEGREES 54 MINUTES 28 SECONDS WEST, 102.86 FEET; THENCE SOUTH 84 DEGREES 11 MINUTES 54 SECONDS WEST, 280.96 FEET; THENCE NORTH 32 DEGREES 00 MINUTES 55 SECONDS WEST, 24.19 FEET TO SAID OLD CLAIM LIRE; THENCE SOUTH 87 DEGREES 59 MINUTES 05 SECONDS WEST ALONG SAID OLD CLAIM LINE 78992 FEET TO THE POINT OP BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. A PERPETUAL EASEMENT FOR THE OPERATION, MAINTENANCE AND USE OF A SEPTIC FIELD FOR THE BENEFIT OF PARCEL ONE HEREINABOVE DESCRIBED, UNDER AND UPON THE FOLLOWING DESCRIBED PARCEL OF REAL ESTATE CONTIGUOUS TO PARCEL ONE TO WIT: COMMENCING AT THE MOST NORTHERLY CORNER OF PARCEL ONE HEREINA13OVE DESCRIBED ON THE CENTER LINE OF ILLINOIS STATE ROUTE NUMBER 126; THENCE SOUTH 45 DEGREES 05 MINUTES 49 SECONDS WEST, 47.12 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF ILLINOIS STATE ROUTE NUMBER 126, FOR THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 45 DEGREES 05 MII IUTFS 49 SECONDS WEST, 105.0 FEET; THENCE NORTH 32 DEGREES 08 MINUTES 38 SECONDS WEST, 152.18 FEET; THENCE SOUTH 76 DEGREES 09 MINUTES 49 SECONDS EAST, 528 PEEP; THENCE SOUTH 70 DEGREES 39 MINUTES 49 SECONDS EAST, 158.65 FEET, TO THE POINT OP BEGINNING IN KENDALL TOWNSHIP, ALL IN KENDALL COUNTY ILLINOIS. THAT PART OF THE SOUTHWEST 114 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST 1/4; THENCE NORTHERLY ALONG THE WEST LINE OF SAID SOUTHWEST 1/4,798-60 FEET TO AN OLD CLAIM LINE; THENCE NORTHERLY ALONG SAD WEST LINE, 111827 FEET A POINT OF BEGINNING THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 28 DEGREES 33 MINUTES 54 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 22853 FEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 178 DEGREES 11 MINUTES 35 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 112.67 FEET TO A LINE DRAWN P ARALLEL WITH AND 160.0 FEET NORMALLY DISTANT, EASTERLY OF SAID WEST LINE; THENCE SOUTHERLY ALONG SAIL) P AT I EL LINE, 717.44 FEET TO SAID CLAIM LINE; THENCE NORTHEASTERLY ALONG SAD CLAIM LINE, 941.92 FEET TO A POINT ON A LINE DRAWN SOUTHWESTERLY, PERPENDICULAR TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 126 FROM A POINT ON SAID CENTER LINE WHICH IS 1049.70 FEET, AS MEASURED ALONG SAID CENTER LINE, SOUTHEASTERLY OF THE INTERSECTION OF SAD CENTER LINE WITH THE CENTER LINE OF ILLINOIS STATE ROUTE 71; THENCE NORTHEASTERLY TO SAID POINT ON SAID CENTER LINE OF ILLINOIS ROUTE 126 AFORESAID; THENCE NORTHWESTERLY ALONG SAID ROUTE 126 CENTER LINE AND TO SAID ROUTE 71 CENTER LINE; THENCE SOUTHWESTERLY ALONG SAID ROUTE 71 CENTER LINE, 3058 FEET TO SAID WEST LINE; THENCE SOUTHERLY ALONG SAID WEST LINE, 78.83 FEET, TO THE POINT OF BEGINNING (EXCEPTING THEREFROM THAT PART OF THE SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT HE SOUTHWEST CORN R OF SAID SECTION. 3; THENCE NORTH 00 DEGREES 00 MINUTES 38 SECONDS EAST, ON A BEARING REFEREN TO AN ASSUMED NORTH, 192521 FEET ON THE WEST LINE OF SAID SOUTHWEST 1/4; THENCE SOUTH 89 DEGREES 59 MINUTES 22 SECONDS EAST 58.55 FEET TO THE EXISTING SOUTHEASTERLY RIGHT OFF WAY LINE -OF A.FA.P. ROUTE 311 (IL ROUTE 71) AND THE POINT OF BEGINNING; THENCE NORTH 72 DEGREES 34 MINUTES 00 SECONDS EAST 3528 FEET ON SAID SOUTHEASTERLY RIGHT OF WAY LINE TO THE SOUTHERLY RIGHT OF WAY LINE OF S.B I. ROUTE 66 (IL ROUTE 126); THENCE SOUTH 70 DEGREES 08 MINUTES 35 SECONDS EAST 125.66 FEET ON SAID SOUTHERLY RIGHT OF WAY LINE; THENCE NORTH 81 DEGREES 09 MINUTES 04 SECONDS WEST 51.85 FEET; THENCE NORTH 76 DEGREES 30 MINUTES 40 SECONDS WEST 103.47 FEET TO THE POINT OF BEGINNING), IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. THAT PART OF THE SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWESTIA; THENCE NORTHERLY ALONG THE WEST LINE OF SAID SOUTHWEST 1/4,798.60 FEET TO AN OLD CLAIM LINE FOR A POINT OF BEGINNING; THENCE NORTHERLY ALONG SAID WEST LINE, 111827 FEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AND ANGI E OF 28 DEGREES 33 MINUTES 54 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURE) COUNTERCLOCKWISE THEREFROM, 22853 PEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 178 DEGREES 11 MINUTES 35 SECONDS WITH TILE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 112.67 FEET TO A LINE DRAWN P ARALLELEL WITH AN) 160.0 FEET NORMALLY DISTANT, EASTERLY OF SAID WEST LINE; THENCE SOUTHERLY ALONG SAID P ARALLEL LINE, 717.44 FEET TO SAID CLAIM LINE; THENCE SOUTHWESTERLY ALONG SAID CLAIM LINE, 188.42 FEET TO THE POINT OF BEGINNING, IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3. TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL. MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 71; THENCE NORTHEASTERLY ALONG THE SAID CENTER LINE OF ILLINOIS ROUTE 71, 1411.3 FEET TO THE CENTER LINE EXTENDED NORTHWESTERLY OF TIED PUBLIC ROAD RUNNING SOUTHEASTERLY FROM SAID ILLINOIS ROUTE 71, COMMONLY KNOWN AS WING ROAD; THENCE SOUTHEASTERLY ALONG TILE EXTENDED CENTER LINE AND THE CENTER LINE OF SAID PUBLIC ROAD, BEING ALONG A LINE THAT FORMS AN ANGLE OF 93 DEGREES 25' TO THE RIGHT WITH THE PROLONGATION NORTHEASTERLY OF THE TANGENT TO THE CENTER LINE OF SAID ILLINOIS ROUTE 71 AT THE LAST DESCRIBED POINT, 761 FEET FOR THE POINT OF BEGINNING; THENCE SOUTHWESTERLY ALONG A LINE THAT FORMS AN ANGLE OF 79 DEGREES 47' TO THE RIGHT WITH THE PROLONGATION OF THE LAST DESCRIBED LINE 265.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 126; THENCE SOUTHEASTERLY ALONG SAID CENTER LINT OF ILLINOIS ROUTE 126 TO THE CENTER LINE OF THE EASTERLY FORK OF THE PUBLIC ROAD AFORESAID WHICH RUNS SOUTHEASTERLY FROM SAID ILLINOIS ROUTE 71; THENCE NORTHWESTERLY ALONG THE CENTER LINE OF SAID PUBLIC ROAD TO THE POINT OF BEGINNING; TO THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. GRANTEE HEREBY ASSUMES AND AGREES TO PAY THE UNPAID BALANCE ON THE EXISTING MORTGAGE RECORDED IN BOOK PAGE, THE DEBT SECURED THEREBY AND ALSO HEREBY ASSUMES -THE OBLIGATIONS UNDER THE TERN OF THE INSTRUMENTS CREATING THE LOANS DOCUMENT NO. 79-1053. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE - NORTH 00 DEGREES 08 MINUTES 14 SECONDS WEST ALONG -THE WEST LINE OF SAID SOUTHWEST QUARTER, - 1,995.75 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 71; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID CENTER LINE 30A5 FEET TO THE POINT OF INTERSECTION OF SAID CENTER LINE WITH CENTER LINE OF ILLINOIS STATE ROUTE NO. 126 FOR THE POINT OF BEGINNING; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID ROUTE 71 CENTER LINE 230.67 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO -THE. LEFT HAVING A RADIUS OF 11,45920 FEET WHICH IS TANGENT TO THE LAST DESCRIBED COURSE AT THE LAST DESCRIBED POINT AT THE LAST DESCRIPTION POINT, 1,141.60 FEET TO THIN INTERSECTION WITH THE- CENTER LINE EXTENDED NORTHWESTERLY OF WING ROAD; THENCE SOUTH 21 DEGREES 30 MINUTES 13 SECONDS EAST ALONG SAID WING ROAD CENTER LINE 761.0 FEET: THENCE SOUTH 58 DEGREES 16 MINUTES 47 SECONDS WEST 26535 FEET TO SAID ROUTE 126 CENTER LINE; THENCE NORTHWESTERLY ALONG SAID ROUTE 126 CENTER LINE BEING ALONG A CURVE TO THIN LEFT AND HAVING A RADIUS OF 2,292.01 FEET WHICH IS TANGENT TO A LINE DRAWN NORTH 72 DEGREES 57 MINUTES 06 SECONDS WEST FROM THE LAST DESCRIBED POINT 147.93 FEET; THENCE NORTH 16 DEGREES 38 MINUTES 49 SECONDS WEST ALONG SAID ROUTE 126 CENTERLINE 850.98 FEET; THENCE NORTHWESTERLY ALONG SAID ROUTE 126 CENTERLINE BEING ALONG A CURVE TO THE RIGHT AND HAVING A RADIUS OF 2,148.79 FEET WHICH IS TANGENT TO THE LAST DESCRIBED COURSE AT THE LAST DESCRIBED POINT, 38353 FEET TO THIN POINT OF BEGINNING, EXCEPTING THEREFROM THAT PART DESCRIBED AS FOLLOWS: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36- NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE - SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 00 DEGREES 08 MINUTES 14 SECONDS WEST ALONG -THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.75 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE 71; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID ROUTE 71 CENTER LINE 261.12 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 15,45920 FEET WHICH IS TANGENT TO THE LAST- DESCRIBED COURSE 1141.60 FEET TO THE INTERSECTION- WITH THE CENTER LINE EXTENDED NORTHWESTERLY OF WING ROAD FOR THE POINT OF BEGINNING(THENCE SOUTH 21 DEGREES 30 MINUTES 13 SECONDS EAST ALONG SAID WING ROAD CENTER LINE 258.05 FEET; THENCE SOUTH 58 DEGREES 29 MINUTES 47 SECONDS WEST 200.0 FEET; THENCE NORTH 21 DEGREES 30 MINUTES 13 SECONDS WEST PARALLEL WITH SAID WING ROAD CENTER LINE 250.0 FEET TO SAID ROUTE 71 CENTER LINE; THENCE NORTHEASTERLY ALONG SAID ROUTE71 CENTER LINE 200.16 FEET TO THE POINT OF BEGINNING, IN THE UNITED CITY OF YO RKVIL F , KENDALL COUNTY, (ILLINOIS, AND ALSO EXCEPTING, THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3 IN TOWNSHIP 38 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, KENDALL COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS WITH BEARINGS REFERENCED TO THE ILLINOIS STATE PLANE COORDINATE SYSTEM EAST ZONE (NAD83): COMMENCING AT THIN SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 3; THENCE NORTH 01 DEGREE 35 MINUTES 30 SECONDS WEST, 1,995.04 FEET ALONG THIN WEST LINE OF SAID SOUTHWEST 1/4 TO THE CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED IL 71; THENCE NORTH 69 DEGREES 55 MINUTES 19 SECONDS EAST, 31.52 FEET ALONG SAID CENTERLINE TO THE POINT OF BEGINNING PROM THE POINT OF BEGINNING; THENCE NORTH 69 DEGREES 55 MINUTES 19 SECONDS EAST, 230.66 FEET ALONG SAID CENTERLINE; THENCE NORTHEASTERLY, 94056 FEET ALONG AN 11,479.02 FOOT RADIUS CURVE TO THE LEFT WAVING A CHORD BEARING NORTH 67 DEGREES 34 MINUTES 29 SECONDS EAST, 94031 FEET; THENCE SOUTH 22 DEGREES 56 MINUTES 31 SECONDS EAST, 60.03 FEET; THENCE SOUTHWESTERLY, 418.10 FEET ON AN 11,539.02 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING SOUTH 66 DEGREES 16 MINUTES 29 SECONDS WEST, 418,08 FEET; THENCE SOUTH 59 DEGREES 24 MINUTES 09 SECONDS WEST, 71.10 FEET; THENCE SOUTH 25 DEGREES 14 MINUTES 24 SECONDS WEST, 6052 FEINT; THENCE SOUTHEASTERLY, 570.87. FEET ON AN 675.00 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING SOUTH 55 DEGREES 22 MINUTES 46 SECONDS EAST, 560.80 FEET; THENCE SOUTH 74 DEGREES 04 MINUTES 13 SECONDS EAST. 274.41 FEINT; THENCE SOUTH 64 DEGREES 05 MINUTES 29 SECONDS EAST, 35.85 FEET; THENCE SOUTH 55 DEGREES 49 MINUTES 00- SECONDS WEST, 64.56 FEINT TO THE CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED EL 126; THENCE NORTHWESTERLY, 162.08 FEET ON SAID CENTERLINE BEING A 2,29L.64 FOOT RADIUS CURVE TO TILE LEFT HAVING A CHORD BEARING NORTH 76 DEGREES 16 MINUTES 12 SECONDS WEST, 162.05 FEET; THENCE NORTH 78 DEGREES 17 MINUTES 46 SECONDS WEST, 35737 FEET ON SAID CENTERLINE; THENCE NORTH 53 DEGREES 52 MINUTES 46 SECONDS WEST, 96.76 FEET TO THE EXISTING NORTHERLY RIGHT OF WAY LIME OF IL 126; THENCE NORTHWESTERLY, 297.03 FEET ON A 990.00 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING NORTH 45 DEGREES 17 MINUTES 03 SECONDS WEST, 295.92 FEET; THENCE NORTH 36 DEGREES 39 MINUTES 21 SECONDS WEST, 23.77 FEET; THENCE NORTH 77 DEGREES 19 MINUTES 36 SECONDS WEST, 64.74 FEET; THENCE SOUTH 69 DEGREES 03 I MINUTES 36 SECONDS WEST, 100,61 FEET; THENCE SOUTH 69 DEGREES 55 MINUTES 52 SECONDS WEST, 149.98 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF SAID IL 71; THENCE SOUTH 65 DEGREES 32 MINUTES 40 SECONDS WEST, 113.94 FEET TO THE CENTERLINE OF SAID IL 126; THENCE NORTHWESTERLY, 119.55 FEET ON SAID CENTERLINE BEING A 2,17059 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING NORTH 69 DEGREES 20 MINUTES 17 SECONDS WEST, 119.54 FEET TO THE POINT OF BEGINNING. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 07'44 "EAST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER 1236.84 FEET TO A POINT ON SAID EAST LINE WHICH IS 1284.36 FEET SOUTH OF THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 89 °47'31" WEST, 684.42 FEET; THENCE NORTH 09 °32'39" WEST, 590.03 FEETTOTHESOUTHEASTCORNEROFATRACTOFLANDCONVEYEDTOELSIEBOYDBYDEEDDATEDMARCH 25, 1929 AND RECORDED DECEMBER 14, 1938 IN DEED RECORD 88 ON PAGE 399, FOR THE POINT OF BEGINNING; THENCE SOUTH 57 °58'56" WEST ALONG THE SOUTHERLY LINE OF SAID BOYD TRACT AND SAID SOUTHERLY LINE EXTENDED 352.89 FEET TO THE CENTER LINE OF WING ROAD; THENCE SOUTH 21 EAST ALONG SAID CENTERLINE 131.00 FEET; THENCE NORTH 57 °58'56" EAST PARALLEL WITH SAID SOUTHERLY LINE 32358 FEET TO A POINT WHICH IS SOUTH 09 °32'39" EAST, 139.37 FEET FROM THE POINT OF BEGINNING; THENCE NORTH 09 92'39" WEST, 139.37 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 7L; THENCE EASTERLY ALONG SAID CENTER LINE 322 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 126; THENCE SOUTHEASTERLY ALONG SAID CENTER LINE OF ILLINOIS ROUTE 126,1049.7 FEET FOR THE POINT, OF BEGINNING; THENCE SOUTHWESTERLY AT RIGHT ANGLES TO SAID CENTER LINE, 339.9 FEET TO AN OLD CLAIM LINE; THENCE NORTHEASTERLY ALONG SAID OLD CLAIM LINE WHICH MAIDS AN ANGLE OF 44'21' (MEASURED CLOCKWISE FROM THE LAST DESCRIBED COURSE) 468.6 FEET TO THE CENTER LINE OF SAID ILLINOIS ROUTE 126; THENCE NORTHWESTERLY ALONG SAID CENTER LINE 328.1 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS.EXCEPT THEREFROM THE BELOW DESCRIBED PARCEL: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, KENDALL COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS WITH BEARINGS REFERENCED TO THE ILLINOIS STATE PLANE COORDINATE SYSTEM EAST ZONE (NAD83): COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 3; THENCE NORTH 01 DEGREE 35 MINUTES 30 SECONDS WEST, 1,995.04 FEET ALONG THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3 TO THE 'CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED IL 71; THENCE NORTH 69 DEGREES 55 MINUTES 19 SECONDS EAST, 31.52 FEET ALONG SAID CENTERLINE TO THE CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED IL 126; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE, 399.15 FEET ALONG A 2,17059 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING OF SOUTH 73 DEGREES 01 MINUTE 41 SECONDS EAST, 39858 FEET THENCE SOUTH 78 DEGREES 17 MINUTES 46 SECONDS EAST, 64936 FEET ALONG SAID CENTERLINE TO THE POINT OF BEGINNING. FROM THE POINT OF BEGINNING, THENCE SOUTH 78' DEGREES 17 MINUTES 46 SECONDS EAST, 172.16 FEET ALONG SAID CENTERLINE; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE, 162.08 FEET ALONG A 2,291,64 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING OF SOUTH 76 DEGREES 16 MINUTES 12 SECONDS EAST, 162.05 FEET; THENCE SOUTH 56 DEGREES 32 MINUTES 11 SECONDS WEST, 65.63 FEET; THENCE NORTH 74 DEGREES 04 MINUTES 13 SECONDS WEST, 5.13 FEET; THENCE NORTH 65 DEGREES 29 MINUTES 14 SECONDS WEST, 5057 FEET, TO THE SOUTHERLY RIGHT OF WAY LINE OF IL 126; THENCE NORTHWESTERLY, 61.11 FEET ON SAID RIGHT OF WAY LINE BEING ON A 2,251.64 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING OF NORTH 77 DEGREES 31 MINUTES 09 SECONDS WEST, 61.11 FEET; THENCE NORTH 78 DEGREES 17 MINUTES 46 SECONDS WEST, 17227 FEET ALONG SAID SOUTH RIGHT OF WAY LINE; THENCE NORTH 11 DEGREES 52 MINUTES 19 SECONDS EAST, 40.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.297 ACRE MORE OR LESS, OF WHICH 0.290 ACRE, MORE OR LESS, IS LYING WITHIN PUBLIC ROAD RIGHT OF WAY, SITUATED IN THE COUNTY OF KENDALL AND STATE OF ILLINOIS, HEREBY RELEASING AND WAVING ALL RIGHTS UNDER AND BY VIRTUE OF THE HOMESTEAD EXEMPTION LAWS OF THE STATE. March 14, 2008 Revised April 24, 2008 Revised April 28, 2008 Revised May 21, 2008 STATE OF ILLINOIS ss. COUNTY OF KENDALL ANNEXATION AND PLANNED UNIT DEVELOPMENT AGREEMENT TO THE UNITED CITY OF YORKVILLE WINDMILL FARMS Southwest and Southeast corner of the intersection of Illinois State Routes 126 and 71) JAKE LAND GROUP) THIS AGREEMENT is made and entered into this u?7 *h day of JJ ay 2008 by and between THE UNITED CITY OF YORKVILLE, Yorkville, Illinois, a municipal corporation, located in Kendall County, Illinois (hereinafter referred to as "CITY "), and the JAKE LAND GROUP, LLC, of the County of Kendall, State of Illinois (hereinafter referred to as "OWNER/DEVELOPER "), which is the OWNER/DEVELOPER of the real property hereinafter referred to as the "PROPERTY ": WITNESSETH WHEREAS, OWNER/DEVELOPER is the owner of real property which is the subject matter of this Agreement comprising approximately 91.36 acres, more or less, and is more particularly described in the attached Exhibit "A ", which is incorporated herein by reference; and WHEREAS, a portion of the PROPERTY consisting of 78.145 acres and described by Exhibit "A -1" is located contiguous to the corporate boundaries of the CITY and is not located within the corporate boundaries of any other municipality; and WHEREAS, a portion of the PROPERTY consisting of 15.323 acres and described by Exhibit "A -2" has previously been annexed to the CITY and zoned B -3 Service Business District; and 1 I WHEREAS, OWNER/DEVELOPER desires to annex into the CITY the PROPERTY described in the attached Exhibit "A -1" and depicted in the Annexation Plat which is attached hereto and incorporated herein as Exhibit `B" The CITY Plan Commission has considered the Petition to Annex and Zone and positively recommended the same and the City Council has heretofore both requested and approved the proposed land use and the zoning of the same at the request of OWNER/DEVELOPER; and WHEREAS, with certain limitations, the CITY agrees to allow the real property described in the attached Exhibit "A" to be zoned for Planned Unit Development (PUD) allowing uses permitted within the B -3 Service Business District on a maximum of thirty-five 35) acres located on the East Parcel as depicted on the Concept PUD Plan prepared by Schoppe Design Associates, Inc. and dated revision 17, May 8, 2008; and, the CITY agrees to allow uses permitted within the B -3 Service Business District for the real property described in Exhibit "C" on a maximum of twenty -one (2 1) acres located on the West Parcel; and the CITY agrees to allow uses permitted within the R -4 General Residence District for the real property described in the attached Exhibit "D" on a maximum of two (2) acres of the real property allowing an age - restricted age fifty -five and over single story townhomes; and the area located south of the B -3 and immediately east of the aforementioned age restricted area allowing a multi -story assisted living facility consisting of approximately three and one -half (3 ' /2) acres with a minim of ninety-nine (99) assisted living units allowed on the West Parcel as depicted on the Schoppe Design Associates, Inc. Concept PUD Plan (Exhibit "E "), and WHEREAS, the City's Comprehensive Plan, Design Guidelines identifies Illinois State Route 71 and Illinois State Route 126 as `Gateway Corridors'; and WHEREAS, all parties to this Agreement desire to set forth certain terms and conditions upon which the land heretofore described will be annexed to the CITY in an orderly manner; and WHEREAS, OWNER/DEVELOPER and its representatives have discussed the proposed annexation and have held a Public Hearing with the Plan Commission, and The City Council, prior to the execution hereof, duly published and held a public hearing was held to consider this Agreement in front of the City Council, as required by the statutes of the State of Illinois in such case made; and WHEREAS, in accordance with the powers granted to the CITY by the provisions of 65 ILCS 5/11- 15.1 -1 through 5/11- 15.1 -5 (2006), inclusive, relating to Annexation Agreements, the parties hereto wish to enter into a binding agreement with respect to the annexation and zoning of the subject Property and to provide for various other matters related directly or indirectly to the annexation of the Property in the future, as authorized by, the provisions of said statutes; and WHEREAS, pursuant to due notice and publication in the manner provided by law, the appropriate zoning authorities of the CITY have taken all further action required by the provisions of 65 ILCS 5/11- 15.1.3 (2006) and the ordinances of the CITY relating to the 2 procedure for the authorization, approval and execution of this Annexation/Planned Unit Development Agreement by the CITY. NOW THEREFORE, for and in consideration of the mutual promises and covenants herein contained, the parties agree, under the terms and authority provided in 65 ILCS 5/11- 15.1-1 through 65 ILCS 5/11- 15.1 -5 (2006), as follows: 1.ANNEXATION AND ZONING. A. The CITY shall adopt an ordinance annexing to the City all of the real property described herein in the attached Exhibit "A -1' ; furthermore, the City shall adopt an ordinance zoning the real property designated in the attached Exhibit "A" to PUD subject to all of the terms of this Agreement and as follows: i.The real property described in Exhibit "C" is allowed uses permitted within the B -3 Service Business Zoning District subject to the alterations described by Exhibit "C -1 ". Said alterations include the removal of several uses as well as the allowance for one (1) bank, one (1) daycare and one (1) gasoline filling station/gas station as depicted on the Concept PUD Plan (Exhibit "E "). ii.The real property described in Exhibit "D" is allowed uses permitted within the R -4 General Residence Zoning District. 2.SITE DEVELOPMENT A. OWNER/DEVELOPER shall develop the subject property including the preservation of open space, protection of the existing evergreen tree line on the west boundary of the West Parcel, and installation of a trail system, stormwater management facilities and roadway access points in general conformity with the Planned Unit Development Concept Plan dated May 8, 2008, prepared by Schoppe Design Associates, Inc. and which is attached hereto and incorporated by reference as Exhibit "E ". B. OWNER/DEVELOPER shall be responsible for providing landscaping, in conformance with CITY standards along all perimeter boundaries of the subject property. C. OWNER/DEVELOPER shall establish the landscape buffer along Illinois State Route 71 and Illinois State Route 126 outside of the proposed Right -of -Way expansion line of the Illinois Department of Transportation. Said buffer shall be a minimum of 25 feet in width. D. OWNER/DEVELOPER shall incorporate and apply all `Site Planning Principles' as defined by the CITY's "Comprehensive Land Use Plan Update Southern Study Area" Design Guidelines a copy of which sections are attached in Exhibit "F" hereto and made 3— i a part hereof E. OWNER/DEVELOPER shall relocate the existing overhead utility lines along the Illinois State Route 71 and Illinois State Route 126 frontage of the Subject Real Property prior to issuance of any building permit for the property. Said relocation shall include obtaining any and all necessary permits and approvals for the utility relocation and OWNER/DEVELOPER shall be responsible for all costs associated with said relocation. F. OWNER/DEVELOPER agrees to provide a cross - access easement allowing all adjacent properties to access to and across the commercial portions of subject PROPERTY as described by Exhibit "C" at the time of Final Plat of Subdivision. G. OWNER/DEVELOPER agrees to construct and fund the trail depicted on the Concept PUD Plan (Exhibit "E") at time of Final Plat of Subdivision. H. OWNEWDEVELOPER agrees that in all respects, the subject PROPERTY shall be developed in conformance with the terms and conditions of the Yorkville Zoning Ordinance, Subdivision Control Ordinance, Stormwater, and all other applicable Ordinances. I. OWNER/DEVELOPER, and successors, heirs, and assigns hereby agree that prior to development taking place on the PROPERTY, a site development plan shall be submitted along with approval of Preliminary Plat of Subdivision and Preliminary Engineering as well as Final Plats of Subdivision and Final Engineering prior to OWNER/DEVELOPER commencing construction on said PROPERTY. i J. The OWNER shall construct off -site right -of -way improvements within the Raintree Village subdivision to provide connection to infrastructure on Hampton Lane. The location of the said infrastructure shall be consistent with the location and typical pavement section depicted on Exhibit "G" of this Agreement. K. OWNER agrees within 45 days of a written request from the CITY, which includes legal descriptions and exhibits as necessary, the OWNER/DEVELOPER shall grant permanent and temporary construction easements as necessary for the construction of extension of City utilities and appurtenances and/or other utilities to serve the subject property and other properties within the City of Yorkville. L. Owner agrees within 45 days of a written request from the United City of Yorkville, which includes legal descriptions and exhibits as necessary, the OWNER/ DEVELOPER shall convey by Warranty Deed, fee simple title of future highway or road right of way to the State of Illinois, Kendall County or the United City of Yorkville as necessary, regardless of whether or not these right of way needs have been previously identified in this agreement. Such request for conveyance of right of way shall have no impact on any previously entitled land development density. 4— 3.CITY'S AGREEMENTS. A. i) The CITY agrees that as to any of the non - residential use and zoning classification parcels, OWNER/DEVELOPER has no obligation to pay School Transition Fees or School -Park Land -Cash Fees. ii) The OWNER/DEVELOPER shall pay Land -Cash Fees for schools and parks at the time of Building Permit Application. For each dwelling unit all fees listed on attached Exhibit "H" shall be charged and paid likewise at the time of application for each respective building permit. The amounts listed in Exhibit "H" will remain for a period of 5 years commencing on the date of this Agreement. Following said five (5) year period, the OWNER/DEVELOPER shall be responsible to pay said fees at a rate currently required by the CITY. B.OWNER/DEVELOPER shall be required by THE UNITED CITY OF YORKVILLE to hook -on to the City Water at the time of improving the subject property, and shall be responsible for the cost of main extensions to the PROPERTY if said mains do not touch the PROPERTY. C. Upon annexation to the CITY, the OWNER/DEVELOPER will receive police protection, 911 service, , and all services as provided by CITY to its property owners and residents. D. The CITY will require the OWNER/DEVELOPER to annex to Yorkville Bristol Sanitary District prior to the time of applying for a building permit seeking to hook up to the Sanitary District and the CITY Sanitary Sewer System. The OWNER/DEVELOPER shall be responsible for the cost of utility extensions to the PROPERTY if said utilities do not touch the PROPERTY. E. CITY will use its best efforts to support issuance of a highway access permit by IDOT to the CITY and OWNER/DEVELOPER permitting access cuts onto Illinois State Routes 126 and 71 at the approximate locations shown on the Preliminary PUD Conceptual Plan as prepared by Shoppe Design Associates, Inc. and dated January 30, 2008. 4.RIGHTS AND OBLIGATIONS OF SUCCESSORS AND ASSIGNS. It is specifically understood and agreed that OWNER/DEVELOPER and its successors and assigns shall have the right to sell transfer, mortgage and assign all or any part of the 5— subject property and the improvements thereon to other persons, trusts, partnerships, firms, or corporations, for investment, building, financing, developing and all such purposes, and that said persons, trusts, partnerships, firms, or corporations shall be entitled to the same rights and privileges and shall have the same obligations as OWNER/DEVELOPER under this Agreement and upon such transfer, the obligations pertaining to the property transferred or sold shall be the sole obligations of the transferee, except for any performance bonds or guaranties posted by OWNER/DEVELOPER on any subdivided or unimproved property for which an acceptable substitute performance bond or letter of credit has not been submitted to the CITY. 5. DORMANT SPECIAL SERVICE AREA and PROPERTY OWNER ASSOCIATION Owner/Developer agrees to incorporate covenants into the final subdivision plat that provide for the formulation of a Property Owners Association to be responsible to maintain all common facilities, including, but not limited to, private common areas, detention ponds, perimeter landscaping features and entrance signage within the Subject Realty. Owner/Developer agrees to the City enacting at the time of final plat approval, or anytime thereafter, a Dormant Special Service Area (DSSA) to act as a back up in the event that the Property Owners' Association fails to maintain the Common Facilities, including, but not limited to, private common areas, detention ponds, perimeter landscaping features and entrance signage within the Subject Realty. Owner /Developer agrees to execute any and all documentation necessary or proper to create the Dormant Special Service Area and pay any and all fees, including legal expenses, for the preparation and approval of said documentation. 6.TIME OF THE ESSENCE. It is understood and agreed by the parties hereto that time is of the essence of this Agreement and that all of the parties will make every reasonable effort, to expedite the subject matter hereof. It is further understood and agreed by the parties that the successful consummation of this Agreement requires their continued cooperation. 7.COVENANTS AND AGREEMENTS. The covenants and agreements contained in this Agreement shall be deemed to be covenants running with the land during the term of this Agreement shall inure to the benefit of and be binding upon the heirs, successors and assigns of the parties hereto, including the CITY, its corporate authorities and their successors in office, and is enforceable by order of the court pursuant to its provisions and the applicable statutes of the State of Illinois. 6— 8.BINDING EFFECT AND TERM. This Annexation Agreement shall be binding upon and inure to the benefit of the parties hereto, and their successors and owners of record of land which is the subject of this Agreement, assignee, lessees, and upon any successor municipal authorities of said city, so long as development is commenced within a period of twenty years from the date of execution of this Agreement by the CITY. 9.NOTICE. Any notices required hereunder shall be in writing and shall be served upon any other parry in writing and shall be delivered personally or sent by registered or certified mail, return receipt requested, postage prepaid, addressed as follows: If to the CITY:City Clerk 800 Game Farm Road Yorkville, IL 60560 With a copy to:Kathleen Field Orr 800 Game Farm Road Yorkville, IL 60560 To OWNER/DEVELOPER: Jake Land Group, LLC c/o 25615 Plantation Road Plainfield, IL 60544 With a copy to:Tony Perino 608 Lookery Ln. Joliet, IL 60431 And with a copy to:Law Offices of Daniel J. Kramer 1107A S. Bridge St. Yorkville, IL 60560 or to such other addresses as any party way from time to time designate in a written notice to the other parties. 10. ENFORCEABILITY. This Agreement shall be enforceable in any court of competent jurisdiction by any of the parties hereto by an appropriate action of law or in equity to secure the performance of the covenants herein contained. 7— In the event any portion of said agreement becomes unenforceable due to any change in Illinois Compiled Statutes or court decisions, said unenforceable portion of this Agreement shall be excised here from and the remaining portions thereof shall remain in full force and effect. 11. ENACTMENT OF ORDINANCES. The CITY agrees to adopt any ordinances which are required to give legal effect to the matters contained in this Agreement or to correct any technical defects which may arise after the execution of this Agreement. IN WITNESS WHEREOF, the undersigned have hereunto set their hands and seals this 1 ! 7 of Ql/ 2008.I UNITE C TY OF YOR By: Valerie Burd, Mayor Attest: 1 City erk 8— O JAKE LAND GROUP, LLC By:1SbtA@,tZ Attest: Wbn I Prepared by and Return to: Law Offices of Daniel J. Kramer 1107A S. Bridge Street Yorkville, Illinois 60560 630.553.9500 9- EXHIBIT LIST Exhibit "A"Legal Description— Subject Property Exhibit "A -1"Unincorporated Portion of Subject Property — Legal Description Exhibit "A -2"City of Yorkville Portion of Subject Property — Legal Description Exhibit "B"Annexation Plat Exhibit "C"B -3 Service Business District — Legal Description Exhibit "C -1"B -3 Service Business District Allowable Uses Exhibit "D"R -4 General Residence District — Legal Description Exhibit "E"Concept PUD Plan - Schoppe Design Associates Plan dated May 8, 2008 Exhibit "F"Design Guidelines of the Comprehensive Land Use Plan Update Southern Study Area Exhibit "G"Offsite Infrastructure Improvements — Raintree Village /Hampton Lane Connection Exhibit "H"Fee Schedule 10— i EXHIBIT A LEGAL DESCRIPTION THAT PART OF THE WEST HALF OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SAID SECTION 3; THENCE SOUTH 00 L4'45" EAST, ALONG THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3, L284.36 FEET; THENCE SOUTH 89 °50'00" WEST, 684.42 FEET THENCE NORTH 09 °30'00" WEST, 592.27 FEET; THENCE SOUTH 57 °33'55" WEST, 327.57 FEET TO THE EASTERLY LINE OF WING ROAD; THENCE NORTH 21 °52'29" WEST, ALONG SAID EASTERLY LINE, 705.85 FEET TO THE SOUTHERLY RIGHT -OF -WAY LINE OF ILLINOIS ROUTE 71 FOR THE POINT OF BEGINNING; THENCE SOUTH 21 °52'29" EAST, ALONG SAID EASTERLY LINE, L 19.0. FEET; THENCE NORTH 68 °07'31" EAST, PERPENDICULAR TO SAID EASTERLY LINE, 211.0 FEET; THENCE NORTH 21 52'29" WEST, PARALLEL WITH SAID EASTERLY LINE, 131.87 FEET TO SAID SOUTHERLY RIGHT -OF -WAY LINE OF ILLINOIS ROUTE 71; THENCE SOUTHWESTERLY, ALONG SAID SOUTHERLY RIGHT -OF -WAY LINE, BEING A CURVE TO THE RIGHT WITH A RADIUS OF 11509.16 FEET, AN ARC DISTANCE OF 211.39 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS AND CONTAINING 0.6060 ACRE. THAT PART OF THE WEST HALF OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SAID SECTION 3; THENCE SOUTH 00 °14'45" EAST, ALONG THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3, 1284.36 FEET, THENCE SOUTH 89 °50'00" WEST, 684.42 FEET; THENCE NORTH 09 °30'00" WEST, 592.27 FEET FOR THE POINT OF BEGINNING; THENCE SOUTH 57 °3355" WEST, 327.57 FEET TO THE EASTERLY LINE OF WING ROAD; THENCE NORTH 21 °52'29" WEST, ALONG SAID EASTERLY LINE, 586.85 FEET TO A POINT ON SAID EASTERLY LINE WHICH IS 119.0 FEET (MEASURED ALONG SAID EASTERLY LINE) SOUTHEASTERLY OF THE SOUTHERLY RIGHT -OF -WAY LINE OF ILLINOIS ROUTE 71; THENCE NORTH 68 °07'31" EAST, PERPENDICULAR TO SAID EASTERLY LINE, 211.0 FEET; THENCE NORTH 21 °52'29" WEST, PARALLEL WITH SAID EASTERLY LINE, 131.87 FEET TO SAID SOUTHERLY RIGHT -OF -WAY LINE OF ILLINOIS ROUTE 71; THENCE NORTHEASTERLY, ALONG SAID SOUTHERLY RIGHT -OF- WAY LINE, BEING A CURVE TO THE LEFT WITH A RADIUS OF 11509.16 FEET, AN ARC DISTANCE OF 261.03 FEET TO A LINE DRAWN NORTH 09 °30'00" WEST FROM THE POINT OF BEGINNING; THENCE SOUTH 09 °30'00" EAST, ALONG SAID LINE, 695.72 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS AND CONTAINING 5.6041 ACRES. THAT PART OF THE NORTH 1/2 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 3; THENCE SOUTH 0 DEGREES, 07 MINUTES, 44 SECONDS WEST ALONG THE EAST LINE OF SAID SOUTHWEST 1/4,1284.36 FEET; THENCE NORTH 89 DEGREES, 47 MINUTES, 31 SECONDS WEST, 684.42 FEET; THENCE NORTH 09 DEGREES, 32 MINUTES, 39 SECONDS WEST, 590.03 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSIE BOYD BY A DEED DATED MATCH 25, 1929 AND RECORDED DECEMBER 14, 1938 IN DEED RECORD BOOK 88 ON PAGE 399; THENCE NORTH 09 DEGREES, 05 MINUTES, 46 SECONDS WEST, 748.40 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE TIC. 71; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11,459.20 FEET AND A RADIAL BEARING OF NORTH 26 DEGREES, 50 MINUTES, 30 SECONDS WEST AT THE LAST DESCRIBED POINT. 627.46; THENCE NORTH 60 DEGREES, 02 MINUTES, 30 SECONDS EAST ALONG SAID CENTER LINE, 332.0 FEET FOR A POINT OF BEGINNING; THENCE SOUTH 12 DEGREES, 27 MINUTES, 30 SECONDS EAST, 264.0 FEET: THENCE SOUTH 84 DEGREES, 27 MINUTES, 30 SECONDS EAST, 202.0 FEET: THENCE NORTH 0 DEGREES, 47MINUTES, 30 SECONDS WEST, 423.02 FEET TO SAID CENTER LINE: THENCE SOUTH 60 DEGREES, 02 MINUTES, 30 SECONDS WEST ALONG CENTER LINE, 291.76 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. THAT PART OF THE NORTHEAST, NORTHWEST AND SOUTHWEST QUARTERS OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS:COMMENCING AT THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER 1284.36 FEET; THENCE SOUTH 89 DEGREES 29 MINUTES 40 SECONDS WEST 680.30 FEET; THENCE NORTH 09 DEGREES 33 MINUTES 27 SECONDS WEST 10.0 FEET FOR A POINT OF BEGINNING; THENCE NORTH 09 DEGREES. 33 MINUTES 27 SECONDS WEST 579.63 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSIE BOYD BY A DEED DATED MARCH 25, 1929 AND RECORDED DECEMBER 14, 1938 IN DEED RECORD BOOK 88 ON PAGE 399; THENCE NORTH 09 DEGREES 05 MINUTES 24 SECONDS WEST ALONG THE EAST LINE OF SAID BOYD TRACT 748.57 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 71; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11, 459.20 FEET AND A RADIAL BEARING OF NORTH 26 DEGREES 49 MINUTES 16 SECONDS WEST AT THE LAST DESCRIBED POINT 627.46 FEET; THENCE NORTH 60 DEGREES 02 MINUTES 30 SECONDS EAST ALONG SAIL) CENTER LINE 332.0 FEET; THENCE SOUTH 12 DEGREES 27 MINUTES 30 SECONDS EAST 264.0 FEET; THENCE SOUTH 84 DEGREES 27 MINUTES 30 SECONDS EAST 202.0 FEET; THENCE NORTH 00 DEGREES 42 MINUTES 30 SECONDS WEST 423.02 FEET TO SAID CENTER LINE; THENCE NORTH 60 DEGREES 02 MINUTES 30 SECONDS EAST ALONG SAID CENTER LINE 412.69 FEET TO A LINE DRAWN NORTH 00 DEGREES 10 MINUTES 46 SECONDS EAST PARALLEL WITH TILE WEST LINE OF SAID NORTHEAST QUARTER, FROM A POINT ON THE SOUTH LINE OF SAID NORTHEAST QUARTER WHICH IS 598.62 FEET EASTERLY OF THE SOUTHWEST CORNER OF SAID NORTHEAST QUARTER: THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG SAID PARALLEL LINE 880.56 FEET TO SAID SOUTH LINE; THENCE SOUTH 89 DEGREES 34 MINUTES 48 SECONDS WEST ALONG SAID SOUTH LINE 598.62 FEET TO SAID SOUTHWEST CORNER; THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG SAID EAST LINE 1275.36 FEET TO A LINE DRAWN SOUTH 89 DEGREES 40 MINUTES 33 SECONDS EAST FROM THE POINT OF BEGINNING; THENCE NORTH 89 DEGREES 40 MINUTES 33 SECONDS WEST 681.94 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS THAT PART OF THE SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST 1/4; THENCE NORTH 0 DEGREES 08 MINUTES 09 SECONDS WEST ALONG THE WEST LINE OF SAID SOUTHWEST 1/4,798.60 FEET TO AN OLD CLAIM LINE; THENCE NORTH 57 DEGREES 59 MINUTES 05 SECONDS EAST ALONG SAID OLD CLAIM LINE 299.00 FEET FOR A POINT OF BEGINNING; THENCE SOUTH 1 DEGREE 51 MINUTES 32 SECONDS WEST, 402.10 FEET; THENCE SOUTH 59 DEGREES 55 MINUTES., 25 SECONDS EAST, 256.51 FEET; THENCE NORTH 59 DEGREES 55 MINUTES 25 SECONDS EAST 355.65 FEET; THENCE NORTH 62 DEGREES 43 MINUTES 29 SECONDS EAST, 853.57 FEET; THENCE NORTH 33 DEGREES 24 MINUTES 40 SECONDS EAST,. 542.27 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NUMBER 126; THENCE NORTHWESTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 2292.01 FEET AND A RADIAL BEARING OF SOUTH 29 DEGREES 23 MINUTES 51 SECONDS WEST AT THE LAST DESCRIBED POINT, 358.41 FEET TO A POINT WHICH IS 151.00 FEET, AS MEASURED ALONG SAID CENTER LINE, SOUTHEASTERLY OF THE INTERSECTION OF SAID CENTER LINE AND SAID OLD CLAIM LINE; THENCE SOUTH 45 DEGREES 05 MINUTES 49 SECONDS WEST, 265.70 FEET; THENCE SOUTH 73 DEGREES 54 MINUTES 28 SECONDS WEST, 102.86 FEET; THENCE SOUTH 84 DEGREES 11 MINUTES 54 SECONDS WEST, 280.96 FEET; THENCE NORTH 32 DEGREES 00 MINUTES 55 SECONDS WEST, 24.19 FEET TO SAID OLD CLAIM LIRE; THENCE SOUTH 87 DEGREES 59 MINUTES 05 SECONDS WEST ALONG SAID OLD CLAIM LINE 789.92 FEET TO THE POINT OP BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. A PERPETUAL EASEMENT FOR THE OPERATION, MAINTENANCE AND USE OF A SEPTIC FIELD FOR THE BENEFIT OF PARCEL ONE HEREINABOVE DESCRIBED, UNDER AND UPON THE FOLLOWING DESCRIBED PARCEL OF REAL ESTATE CONTIGUOUS TO PARCEL ONE TO WIT: COMMENCING AT THE MOST NORTHERLY CORNER OF PARCEL ONE HEREINABOVE DESCRIBED ON THE CENTER LINE OF ILLINOIS STATE ROUTE NUMBER 126; THENCE SOUTH 45 DEGREES 05 MINUTES 49 SECONDS WEST, 47.12 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF ILLINOIS STATE ROUTE NUMBER 126, FOR THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 45 DEGREES 05 MINUTES 49 SECONDS WEST, 105.0 FEET; THENCE NORTH 32 DEGREES 08 MINUTES 38 SECONDS WEST, 152.18 FEET; THENCE SOUTH 76 DEGREES 09 MINUTES 49 SECONDS EAST, 5.28 PEEP; THENCE SOUTH 70 DEGREES 39 MINUTES 49 SECONDS EAST, 158.65 FEET, TO THE POINT OP BEGINNING IN KENDALL TOWNSHIP, ALL IN KENDALL COUNTY ILLINOIS. THAT PART OF THE SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST 1/4; THENCE NORTHERLY ALONG THE WEST LINE OF SAID SOUTHWEST 1/4,798.60 FEET TO AN OLD CLAIM LINE; THENCE NORTHERLY ALONG SAD WEST LINE, 1118.27 FEET A POINT OF BEGINNING THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 28 DEGREES 33 MINUTES 54 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 228.53 FEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 178 DEGREES 11 MINUTES 35 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 112.67 FEET TO A LINE DRAWN PARALLEL WITH AND 160.0 FEET NORMALLY DISTANT, EASTERLY OF SAID WEST LINE; THENCE SOUTHERLY ALONG SAIL) PARALLEL LINE, 717.44 FEET TO SAID CLAIM LINE; THENCE NORTHEASTERLY ALONG SAD CLAIM LINE, 941.92 FEET TO A POINT ON A LINE DRAWN SOUTHWESTERLY, PERPENDICULAR TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 126 FROM A POINT ON SAID CENTER LINE WHICH IS 1049.70 FEET, AS MEASURED ALONG SAID CENTER LINE, SOUTHEASTERLY OF THE INTERSECTION OF SAD CENTER LINE WITH THE CENTER LINE OF ILLINOIS STATE ROUTE 71; THENCE NORTHEASTERLY TO SAID POINT ON SAID CENTER LINE OF ILLINOIS ROUTE 126 AFORESAID; THENCE NORTHWESTERLY ALONG SAID ROUTE 126 CENTER LINE AND TO SAID ROUTE 71 CENTER LINE; THENCE SOUTHWESTERLY ALONG SAID ROUTE 71 CENTER LINE, 30.58 FEET TO SAID WEST LINE; THENCE SOUTHERLY ALONG SAID WEST LINE, 78.83 FEET, TO THE POINT OF BEGINNING (EXCEPTING THEREFROM THAT PART OF THE SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT HE SOUTHWEST CORN R OF SAID SECTION. 3; THENCE NORTH 00 DEGREES 00 MINUTES 38 SECONDS EAST, ON A BEARING REFERENCED TO AN ASSUMED NORTH, 1925.21 FEET ON THE WEST LINE OF SAID SOUTHWEST 1/4; THENCE SOUTH 89 DEGREES 59 MINUTES 22 SECONDS EAST 58.55 FEET TO THE EXISTING SOUTHEASTERLY RIGHT OF WAY LINE -OF A.F.A.P. ROUTE 311 (IL ROUTE 71) AND THE POINT OF BEGINNING; THENCE NORTH 72 DEGREES 34 MINUTES 00 SECONDS EAST 35.28 FEET ON SAID SOUTHEASTERLY RIGHT OF WAY LINE TO THE SOUTHERLY RIGHT OF WAY LINE OF S.B.I. ROUTE 66 (IL ROUTE 126); THENCE SOUTH 70 DEGREES 08 MINUTES 35 SECONDS EAST 125.66 FEET ON SAID SOUTHERLY RIGHT OF WAY LINE; THENCE NORTH 81 DEGREES 09 MINUTES 04 SECONDS WEST 51.85 FEET; THENCE NORTH 76 DEGREES 30 MINUTES 40 SECONDS WEST 103.47 FEET TO THE POINT OF BEGINNING), IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. THAT PART OF THE SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST) /4; THENCE NORTHERLY ALONG THE WEST LINE OF SAID SOUTHWEST 1/4,798.60 FEET TO AN OLD CLAIM LINE FOR A POINT OF BEGINNING; THENCE NORTHERLY ALONG SAID WEST LINE, 1118.27 FEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AND ANGLE OF 28 DEGREES 33 MINUTES 54 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURE) COUNTERCLOCKWISE THEREFROM, 228.53 FEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 178 DEGREES 11 MINUTES 35 SECONDS WITH TILE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 112.67 FEET TO A LINE DRAWN PARALLEL WITH AN) 160.0 FEET NORMALLY DISTANT, EASTERLY OF SAID WEST LINE; THENCE SOUTHERLY ALONG SAID PARALLEL LINE, 717.44 FEET TO SAID CLAIM LINE; THENCE SOUTHWESTERLY ALONG SAID CLAIM LINE, 188.42 FEET TO THE POINT OF BEGINNING, IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL. MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 71; THENCE NORTHEASTERLY ALONG THE SAID CENTER LINE OF ILLINOIS ROUTE 71, 1411.3 FEET TO THE CENTER LINE EXTENDED NORTHWESTERLY OF THE PUBLIC ROAD RUNNING SOUTHEASTERLY FROM SAID ILLINOIS ROUTE 71, COMMONLY KNOWN AS WING ROAD; THENCE SOUTHEASTERLY ALONG TILE EXTENDED CENTER LINE AND THE CENTER LINE OF SAID PUBLIC ROAD, BEING ALONG A LINE THAT FORMS AN ANGLE OF 93 DEGREES 25' TO THE RIGHT WITH THE PROLONGATION NORTHEASTERLY OF THE TANGENT TO THE CENTER LINE OF SAID ILLINOIS ROUTE 71 AT THE LAST DESCRIBED POINT, 761 FEET FOR THE POINT OF BEGINNING; THENCE SOUTHWESTERLY ALONG A LINE THAT FORMS AN ANGLE OF 79 DEGREES 47' TO THE RIGHT WITH THE PROLONGATION OF THE LAST DESCRIBED LINE 265.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 126; THENCE SOUTHEASTERLY ALONG SAID CENTER LINT OF ILLINOIS ROUTE 126 TO THE CENTER LINE OF THE EASTERLY FORK OF THE PUBLIC ROAD AFORESAID WHICH RUNS SOUTHEASTERLY FROM SAID ILLINOIS ROUTE 71; THENCE NORTHWESTERLY ALONG THE CENTER LINE OF SAID PUBLIC ROAD TO THE POINT OF BEGINNING; TO THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. GRANTEE HEREBY ASSUMES AND AGREES TO PAY THE UNPAID BALANCE ON THE EXISTING MORTGAGE RECORDED IN BOOK PAGE, THE DEBT SECURED THEREBY AND ALSO HEREBY ASSUMES -THE OBLIGATIONS UNDER THE TERN OF THE INSTRUMENTS CREATING THE LOANS DOCUMENT NO. 79 -1053. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE - NORTH 00 DEGREES 08 MINUTES 14 SECONDS WEST ALONG -THE WEST LINE OF SAID SOUTHWEST QUARTER, - 1,995.75 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 71; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID CENTER LINE 30.45 FEET TO THE POINT OF INTERSECTION OF SAID CENTER LINE WITH CENTER LINE OF ILLINOIS STATE ROUTE NO. 126 FOR THE POINT OF BEGINNING; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID ROUTE 71 CENTER LINE 230.67 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO -THE. LEFT HAVING A RADIUS OF 11,459.20 FEET WHICH IS TANGENT TO THE LAST DESCRIBED COURSE AT THE LAST DESCRIBED POINT AT THE LAST DESCRIPTION POINT, 1,141.60 FEET TO THE INTERSECTION WITH THE- CENTER LINE EXTENDED NORTHWESTERLY OF WING ROAD; THENCE SOUTH 21 DEGREES 30 MINUTES 13 SECONDS EAST ALONG SAID WING ROAD CENTER LINE 761.0 FEET: THENCE SOUTH 58 DEGREES 16 MINUTES 47 SECONDS WEST 265.35 FEET TO SAID ROUTE 126 CENTER LINE; THENCE NORTHWESTERLY ALONG SAID ROUTE 126 CENTER LINE BEING ALONG A CURVE TO THE LEFT AND HAVING A RADIUS OF 2,292.01 FEET WHICH IS TANGENT TO A LINE DRAWN NORTH 72 DEGREES 57 MINUTES 06 SECONDS WEST FROM THE LAST DESCRIBED POINT 147.93 FEET; THENCE NORTH 16 DEGREES 38 MINUTES 49 SECONDS WEST ALONG SAID ROUTE 126 CENTERLINE 850.98 FEET; THENCE NORTHWESTERLY ALONG SAID ROUTE 126 CENTERLINE BEING ALONG A CURVE TO THE RIGHT AND HAVING A RADIUS OF 2,148.79 FEET WHICH IS TANGENT TO THE LAST DESCRIBED COURSE AT THE LAST DESCRIBED POINT, 383.53 FEET TO THE POINT OF BEGINNING, EXCEPTING THEREFROM THAT PART DESCRIBED AS FOLLOWS: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36- NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE - SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 00 DEGREES 08 MINUTES 14 SECONDS WEST ALONG -THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.75 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE 71; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID ROUTE 71 CENTER LINE 261.12 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 15,459.20 FEET WHICH IS TANGENT TO THE LAST - DESCRIBED COURSE 1141.60 FEET TO THE INTERSECTION -WITH THE CENTER LINE EXTENDED NORTHWESTERLY OF WING ROAD FOR THE POINT OF BEGINNING(THENCE SOUTH 21 DEGREES 30 MINUTES 13 SECONDS EAST ALONG SAID WING ROAD CENTER LINE 258.05 FEET; THENCE SOUTH 58 DEGREES 29 MINUTES 47 SECONDS WEST 200.0 FEET; THENCE NORTH 21 DEGREES 30 MINUTES 13 SECONDS WEST PARALLEL WITH SAID WING ROAD CENTER LINE 250.0 FEET TO SAID ROUTE 71 CENTER LINE; THENCE NORTHEASTERLY ALONG SAID ROUTE71 CENTER LINE 200.16 FEET TO THE POINT OF BEGINNING, IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, (ILLINOIS, AND ALSO EXCEPTING, THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3 IN TOWNSHIP 38 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, KENDALL COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS WITH BEARINGS REFERENCED TO THE ILLINOIS STATE PLANE COORDINATE SYSTEM EAST ZONE (NAD83): COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 3; THENCE NORTH 01 DEGREE 35 MINUTES 30 SECONDS WEST, 1,995.04 FEET ALONG THE WEST LINE OF SAID SOUTHWEST 1/4 TO THE CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED IL 71; THENCE NORTH 69 DEGREES 55 MINUTES 19 SECONDS EAST, 31.52 FEET ALONG SAID CENTERLINE TO THE POINT OF BEGINNINGYROM THE POINT OF BEGINNING; THENCE NORTH 69 DEGREES 55 MINUTES 19 SECONDS EAST, 230.66 FEET ALONG SAID CENTERLINE; THENCE NORTHEASTERLY, 940.56 FEET ALONG AN 11,479.02 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING NORTH 67 DEGREES 34 MINUTES 29 SECONDS EAST, 940.31 FEET; THENCE SOUTH 22 DEGREES 56 MINUTES 31 SECONDS EAST, 60.03 FEET; THENCE SOUTHWESTERLY, 418.10 FEET ON AN 11,539.02 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING SOUTH 66 DEGREES 16 MINUTES 29 SECONDS WEST, 418,08 FEET; THENCE SOUTH 59 DEGREES 24 MINUTES 09 SECONDS WEST, 7 1. 10 FEET; THENCE SOUTH 25 DEGREES 14 MINUTES 24 SECONDS WEST, 60.52 FEET; THENCE SOUTHEASTERLY, 570.87. FEET ON AN 675.00 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING SOUTH 55 DEGREES 22 MINUTES 46 SECONDS EAST, 560.80 FEET; THENCE SOUTH 74 DEGREES 04 MINUTES 13 SECONDS EAST. 274.41 FEET; THENCE SOUTH 64 DEGREES 05 MINUTES 29 SECONDS EAST, 35.85 FEET; THENCE SOUTH 55 DEGREES 49 MINUTES 00- SECONDS WEST, 64.56 FEET TO THE CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED IL 126; THENCE NORTHWESTERLY, 162.08 FEET ON SAID CENTERLINE BEING A 2,29L.64 FOOT RADIUS CURVE TO TILE LEFT HAVING A CHORD BEARING NORTH 76 DEGREES 16 MINUTES 12 SECONDS WEST, 162.05 FEET; THENCE NORTH 78 DEGREES 17 MINUTES 46 SECONDS WEST, 357.37 FEET ON SAID CENTERLINE; THENCE NORTH 53 DEGREES 52 MINUTES 46 SECONDS WEST, 96.76 FEET TO THE EXISTING NORTHERLY RIGHT OF WAY LINE OF IL 126; THENCE NORTHWESTERLY, 297.03 FEET ON A 990.00 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING NORTH 45 DEGREES 17 MINUTES 03 SECONDS WEST, 295.92 FEET; THENCE NORTH 36 DEGREES 39 MINUTES 21 SECONDS WEST, 23.77 FEET; THENCE NORTH 77 DEGREES 19 MINUTES 36 SECONDS WEST, 64.74 FEET; THENCE SOUTH 69 DEGREES 03 i MINUTES 36 SECONDS WEST, 100,61 FEET; THENCE SOUTH 69 DEGREES 55 MINUTES 52 SECONDS WEST, 149.98 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF SAID IL 71; THENCE SOUTH 65 DEGREES 32 MINUTES 40 SECONDS WEST, 113.94 FEET TO THE CENTERLINE OF SAID IL 126; THENCE NORTHWESTERLY, 119.55 FEET ON SAID CENTERLINE BEING A 2,170.59 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING NORTH 69 DEGREES 20 MINUTES 17 SECONDS WEST, 119.54 FEET TO THE POINT OF BEGINNING. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 07'44 "EAST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER 1236.84 FEET TO A POINT ON SAID EAST LINE WHICH IS 1284.36 FEET SOUTH OF THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 89 °47'31" WEST, 684.42 FEET; THENCE NORTH 09 °32'39" WEST, 590.03 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSIE BOYD BY DEED DATED MARCH 25, 1929 AND RECORDED DECEMBER 14, 1938 IN DEED RECORD 88 ON PAGE 399, FOR THE POINT OF BEGINNING; THENCE SOUTH 57 °58'56" WEST ALONG THE SOUTHERLY LINE OF SAID BOYD TRACTAND SAID SOUTHERLY LINE EXTENDED 352.89 FEET TO THE CENTER LINE OF WING ROAD; THENCE SOUTH 21 °28'35" EAST ALONG SAID CENTERLINE 131.00 FEET; THENCE NORTH 57 °5856" EAST PARALLEL WITH SAID SOUTHERLY LINE 323.58 FEET TO A POINT WHICH IS SOUTH 09 °32'39" EAST, 139.37 FEET FROM THE POINT OF BEGINNING; THENCE NORTH 09 °32'39" WEST, 139.37 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 71,; T14ENCE EASTERLY ALONG SAID CENTER LINE 32.2 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 126; THENCE SOUTHEASTERLY ALONG SAID CENTER LINE OF ILLINOIS ROUTE 126, 1049.7 FEET FOR THE POINT, OF BEGINNING; THENCE SOUTHWESTERLY AT RIGHT ANGLES TO SAID CENTER LINE, 339.9 FEET TO AN OLD CLAIM LINE; THENCE NORTHEASTERLY ALONG SAID OLD CLAIM LINE WHICH MAKES AN ANGLE OF 44'21' (MEASURED CLOCKWISE FROM THE LAST DESCRIBED COURSE) 468.6 FEET TO THE CENTER LINE OF SAID ILLINOIS ROUTE 126; THENCE NORTHWESTERLY ALONG SAID CENTER LINE 328.1 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. EXCEPT THEREFROM THE BELOW DESCRIBED PARCEL: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, KENDALL COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS WITH BEARINGS REFERENCED TO THE ILLINOIS STATE PLANE COORDINATE SYSTEM EAST ZONE (NAD83): COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 3; THENCE NORTH O1 DEGREE 35 MINUTES 30 SECONDS WEST, 1,995.04 FEET ALONG THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3 TO THE `CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED IL 71; THENCE NORTH 69 DEGREES 55 MINUTES 19 SECONDS EAST, 31.52 FEET ALONG SAID CENTERLINE TO THE CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED IL 126; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE, 399.15 FEET ALONG A 2,170.59 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING OF SOUTH 73 DEGREES O1 MINUTE 41 SECONDS EAST, 398.58 FEET THENCE SOUTH 78 DEGREES 17 MINUTES 46 SECONDS EAST, 649.36 FEET ALONG SAID CENTERLINE TO THE POINT OF BEGINNING. FROM THE POINT OF BEGINNING, THENCE SOUTH 78' DEGREES 17 MINUTES 46 SECONDS EAST, 172.16 FEET ALONG SAID CENTERLINE; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE, 162.08 FEET ALONG A 2,291,64 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING OF SOUTH 76 DEGREES 16 MINUTES 12 SECONDS EAST, 162.05 FEET; THENCE SOUTH 56 DEGREES 32 MINUTES 11 SECONDS WEST, 65.63 FEET; THENCE NORTH 74 DEGREES 04 MINUTES 13 SECONDS WEST, 5.13 FEET; THENCE NORTH 65 DEGREES 29 MINUTES 14 SECONDS WEST, 50.57 FEET, TO THE SOUTHERLY RIGHT OF WAY LINE OF IL 126; THENCE NORTHWESTERLY, 61.11 FEET ON SAID RIGHT OF WAY LINE BEING ON A 2,251.64 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING OF NORTH 77 DEGREES 31 MINUTES 09 SECONDS WEST, 61.11 FEET; THENCE NORTH 78 DEGREES 17 MINUTES 46 SECONDS WEST, 172.27 FEET ALONG SAID SOUTH RIGHT OF WAY LINE; THENCE NORTH 1 I DEGREES 52 MINUTES 19 SECONDS EAST, 40.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.297 ACRE MORE OR LESS, OF WHICH 0.290 ACRE, MORE OR LESS, IS LYING WITHIN PUBLIC ROAD RIGHT OF WAY, SITUATED IN THE COUNTY OF KENDALL AND STATE OF ILLINOIS, HEREBY RELEASING AND WAVING ALL RIGHTS UNDER AND BY VIRTUE OF THE HOMESTEAD EXEMPTION LAWS OF THE STATE. i EXHIBIT A -1 PARCEL "B" DESCRIPTION THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 0 DEGREES 7 MINUTES 44 SECONDS EAST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER 1,236.84 FEET TO A POINT ON SAID EAST LINE WHICH IS 1284.36 FEET SOUTH OF THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 89 DEGREES 47 MINUTES 31 SECONDS WEST, 684.42 FEET; THENCE NORTH 09 DEGREES 32 MINUTES 39 SECONDS WEST, 590.03 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSIE BOYD BY DEED DATED MARCH 25, 1929 AND RECORDED DECEMBER 14, 1938 IN DEED RECORD 88 ON PAGE 399 FOR THE POINT OF BEGINNING; THENCE SOUTH 57 DEGREES 58 MINUTES 56 SECONDS WEST ALONG THE SOUTHERLY LINE OF SAID BOYD TRACT AND SAID SOUTHERLY LINE EXTENDED 352.89 FEET TO THE CENTER LINE OF WING ROAD; THENCE SOUTH 21 DEGREES 28 MINUTES 35 SECONDS EAST ALONG SAID CENTER LINE 131.0 FEET; THENCE NORTH 57 DEGREES 58 MINUTES 56 SECONDS EAST PARALLEL WITH SAID SOUTHERLY LINE 323.58 FEET TO A POINT WHICH IS SOUTH 09 DEGREES 32 MINUTES 39 SECONDS EAST, 139.37 FEET FROM THE POINT OF BEGINNING; THENCE NORTH 09 DEGREES 32 MINUTES 39 SECONDS WEST, 139.37 FEET TO THE POINT OF BEGINNING; IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. PARCEL "D" DESCRIPTION THAT PART OF THE NORTHEAST, NORTHWEST AND SOUTHWEST QUARTERS OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER, 1,284.36 FEET; THENCE SOUTH 89 DEGREES 29 MINUTES 40 SECONDS WEST, 680.30 FEET; THENCE NORTH 09 DEGREES 33 MINUTES 27 SECONDS WEST, 10.0 FEET FOR A POINT OF BEGINNING; THENCE NORTH 09 DEGREES 33 MINUTES 27 SECONDS WEST, 579.53 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSIE BOYD BY A DEED DATED MARCH 25, 1929 AND RECORDED DECEMBER 14, 1938 IN DEED RECORD BOOK 88 ON PAGE 399; THENCE NORTH 09 DEGREES 05 MINUTES 24 SECONDS WEST ALONG THE EAST LINE OF SAID BOYD TRACT, 748.57 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 71; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11,459.20 FEET AND A RADIAL BEARING OF NORTH 26 DEGREES 49 MINUTES 16 SECONDS WEST AT THE LAST DESCRIBED POINT, 627.46 FEET; THENCE NORTH 60 DEGREES 02 MINUTES 30 SECONDS EAST ALONG SAID CENTER LINE, 332.0 FEET; THENCE SOUTH 12 DEGREES 27 MINUTES 30 SECONDS EAST, 264.0 FEET; THENCE SOUTH 84 DEGREES 27 MINUTES 30 SECONDS EAST, 202.0 FEET; THENCE NORTH 00 DEGREES 42 MINUTES 30 SECONDS WEST, 423.02 1 I EXHIBIT A -1 FEET TO SAID CENTER LINE; THENCE NORTH 60 DEGREES 02 MINUTES 30 SECONDS EAST ALONG SAID CENTER LINE, 472.59 FEET TO A LINE DRAWN NORTH 00 DEGREES 10 MINUTES 48 SECONDS EAST PARALLEL WITH THE WEST LINE OF SAID NORTHEAST QUARTER, FROM A POINT ON THE SOUTH LINE OF SAID NORTHEAST QUARTER WHICH IS 598.62 FEET EASTERLY OF THE SOUTHWEST CORNER OF SAID NORTHEAST QUARTER; THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG SAID PARALLEL LINE, 880.56 FEET TO SAID SOUTH LINE; THENCE SOUTH 89 DEGREES 34 MINUTES 48 SECONDS WEST ALONG SAID SOUTH LINE, 598.62 FEET TO SAID SOUTHWEST CORNER; THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG SAID EAST LINE, 1275.36 FEET TO A LINE DRAWN SOUTH 89 DEGREES 40 MINUTES 33 SECONDS EAST FROM THE POINT OF BEGINNING; THENCE NORTH 89 DEGREES 40 MINUTES 33 SECONDS WEST, 681.94 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. I PARCEL " E " DESCRIPTION THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 0 DEGREES 08 MINUTES 09 SECONDS WEST ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER, 798.60 FEET TO AN OLD CLAIM LINE; THENCE NORTH 57 DEGREES 59 MINUTES 05 SECONDS EAST ALONG SAID OLD CLAIM LINE, 299.00 FEET FOR A POINT OF BEGINNING; THENCE SOUTH 1 DEGREE 51 MINUTES 32 SECONDS WEST, 402.10 FEET; THENCE SOUTH 59 DEGREES 25 MINUTES 54 SECONDS EAST, 256.51 FEET; THENCE NORTH 59 DEGREES 55 MINUTES 25 SECONDS EAST, 355.65 FEET; THENCE NORTH 62 DEGREES 43 MINUTES 29 SECONDS EAST, 853.57 FEET; THENCE NORTH 33 DEGREES 24 MINUTES 40 SECONDS EAST, 542.27 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NUMBER 126; THENCE NORTHWESTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A j RADIUS OF 2,292.01 FEET AND A RADIAL BEARING OF SOUTH 29 DEGREES 23 MINUTES 51 SECONDS WEST AT THE LAST DESCRIBED POINT, 358.41 FEET TO A POINT WHICH IS 151.00 FEET, AS MEASURED ALONG SAID CENTER LINE, SOUTHEASTERLY OF THE INTERSECTION OF SAID CENTER LINE AND SAID OLD CLAIM LINE; THENCE SOUTH 45 DEGREES 05 MINUTE 49 SECONDS WEST, 265.70 FEET; THENCE SOUTH 73 DEGREES 54 MINUTES 28 SECONDS WEST, 102.86 FEET; THENCE SOUTH 84 DEGREES 11 MINUTES 54 SECONDS WEST, 280.96 FEET; THENCE NORTH 32 DEGREES 00 MINUTES 55 SECONDS WEST, 24.19 FEET TO SAID OLD CLAIM LINE; THENCE SOUTH 87 DEGREES 59 MINUTES 05 SECONDS WEST ALONG SAID OLD CLAIM LINE, 789.92 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. 2 EXHIBIT A -1 PARCEL "F" DESCRIPTION THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER;j THENCE NORTHERLY ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER, 798.60 FEET TO AN OLD CLAIM LINE; THENCE NORTHERLY ALONG SAID WEST LINE, 1118.27 FEET FOR A POINT OF BEGINNING; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 28 DEGREES 33 MINUTES 54 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 228.53 FEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 178 DEGREES 11 MINUTES 35 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 112.67 FEET TO A LINE DRAWN PARALLEL WITH AND 160.0 FEET NORMALLY DISTANT, EASTERLY OF SAID WEST LINE; THENCE SOUTHERLY ALONG SAID PARALLEL LINE, 717.44 FEET TO SAID CLAIM LINE; THENCE NORTHEASTERLY ALONG SAID CLAIM LINE, 941.92 FEET TO A POINT ON A LINE DRAWN SOUTHWESTERLY, PERPENDICULAR TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 126 FROM A POINT ON SAID CENTER LINE WHICH IS 1,049.70 FEET, AS MEASURED ALONG SAID CENTER LINE, SOUTHEASTERLY OF THE INTERSECTION OF SAID CENTER LINE WITH THE CENTER LINE OF ILLINOIS STATE ROUTE 71, THENCE NORTHEASTERLY TO SAID POINT ON SAID CENTER LINE OF ILLINOIS ROUTE 126 AFORESAID; THENCE NORTHWESTERLY ALONG SAID ROUTE 126 CENTER LINE AND TO SAID ROUTE 71 CENTER LINE; THENCE SOUTHWESTERLY ALONG SAID ROUTE 71 CENTER LINE, 30.58 FEET TO SAID WEST LINE; THENCE SOUTHERLY ALONG SAID WEST LINE, 78.83 FEET, TO THE POINT OF BEGINNING (EXCEPTING THEREFROM THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 3; THENCE NORTH 00 DEGREES 00 MINUTES 38 SECONDS EAST, ON A BEARING REFERENCED TO AN ASSUMED NORTH, 1,925.21 FEET ON THE WEST LINE OF SAID SOUTHWEST QUARTER; THENCE SOUTH 89 DEGREES 59 MINUTES 22 SECONDS EAST, 58.55 FEET TO THE EXISTING SOUTHEASTERLY RIGHT OF WAY LINE OF A F.A.P. ROUTE 311 (IL ROUTE 71) AND THE POINT OF BEGINNING; THENCE NORTH 72 DEGREES 34 MINUTES 00 SECONDS EAST, 35.28 FEET ON SAID SOUTHEASTERLY RIGHT OF WAY LINE TO THE SOUTHERLY RIGHT OF WAY LINE OF S.B.I. ROUTE 66 IL ROUTE 126); THENCE SOUTH 70 DEGREES 08 MINUTES 35 SECONDS EAST, 125.66 FEET ON SAID SOUTHERLY RIGHT OF WAY LINE; THENCE NORTH 81 DEGREES 09 MINUTES 04 SECONDS WEST, 51.85 FEET; THENCE NORTH 76 DEGREES 30 MINUTES 40 SECONDS WEST, 103.47 FEET TO THE POINT OF BEGINNING, IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. PARCEL "G" DESCRIPTION THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: 3 EXHIBIT A -1 COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTHERLY ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER, 798.60 FEET TO AN OLD CLAIM LINE FOR A POINT OF BEGINNING; THENCE NORTHERLY ALONG SAID WEST LINE, 1,118.27 FEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 28 DEGREES 33 MINUTES 54 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 228.53 FEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 178 DEGREES 11 MINUTES 35 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 112.67 FEET TO A LINE DRAWN PARALLEL WITH AND 160.0 FEET NORMALLY DISTANT, EASTERLY OF SAID WEST LINE; THENCE SOUTHERLY ALONG SAID PARALLEL LINE, 717.44 FEET TO SAID CLAIM LINE; THENCE SOUTHWESTERLY ALONG SAID CLAIM LINE, 188.42 FEET TO THE POINT OF BEGINNING, IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. PARCEL "J" DESCRIPTION THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 71; THENCE NORTHEASTERLY ALONG THE SAID CENTER LINE OF ILLINOIS ROUTE 71, A DISTANCE OF 1411.3 FEET TO THE CENTER LINE EXTENDED NORTHWESTERLY OF THE PUBLIC ROAD RUNNING SOUTHEASTERLY FROM SAID ILLINOIS ROUTE 71, COMMONLY KNOWN AS WING ROAD; THENCE SOUTHEASTERLY ALONG THE EXTENDED CENTER LINE AND THE CENTER LINE OF SAID PUBLIC ROAD, BEING ALONG A LINE THAT FORMS AN ANGLE OF 93 DEGREES 25 MINUTES TO THE RIGHT WITH THE PROLONGATION NORTHEASTERLY OF THE TANGENT TO THE CENTER LINE OF SAID ILLINOIS ROUTE 71 AT THE LAST DESCRIBED POINT, 761 FEET FOR THE POINT OF BEGINNING; THENCE SOUTHWESTERLY ALONG A LINE THAT FORMS AN ANGLE OF 79 DEGREES 47 MINUTES TO THE RIGHT WITH THE PROLONGATION OF THE LAST DESCRIBED LINE, 265.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 126; THENCE SOUTHEASTERLY ALONG SAID CENTER LINE OF ILLINOIS ROUTE 126 TO THE CENTER LINE OF THE EASTERLY FORK OF THE PUBLIC ROAD AFORESAID WHICH RUNS SOUTHEASTERLY FROM SAID ILLINOIS ROUTE 71; THENCE NORTHWESTERLY ALONG THE CENTER LINE OF SAID PUBLIC ROAD TO THE POINT OF BEGINNING; IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. PARCEL "K" DESCRIPTION THAT PART OF THE NORTH HALF OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: 4 EXHIBIT A -1 COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 3; THENCE SOUTH 0 DEGREES 07 MINUTES 44 SECONDS WEST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER, 1284.36 FEET; THENCE NORTH 89 DEGREES 47 MINUTES 31 SECONDS WEST, 684.42 FEET; THENCE NORTH 09 DEGREES 32 MINUTES 39 SECONDS WEST, 590.03 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSIE BOYD BY A DEED DATED MARCH 25, 1929 AND RECORDED DECEMBER 14, 1938 IN DEED RECORD BOOK 88 ON PAGE 399; THENCE NORTH 09 DEGREES 05 MINUTES 46 SECONDS WEST, 748.40 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 71; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11,459.20 FEET AND A RADIAL BEARING OF NORTH 26 DEGREES 50 MINUTES 30 SECONDS WEST AT THE LAST DESCRIBED POINT, 627.46 FEET; THENCE NORTH 60 DEGREES 02 MINUTES 30 SECONDS EAST ALONG SAID CENTER LINE, 332.0 FEET FOR A POINT OF BEGINNING; THENCE SOUTH 12 DEGREES 27 MINUTES 30 SECONDS EAST, 264.0 FEET; THENCE SOUTH 84 DEGREES 27 MINUTES 30 SECONDS EAST, 202.0 FEET; THENCE NORTH 0 DEGREES 42 MINUTES 30 SECONDS WEST, 432.02 FEET TO SAID CENTER LINE; THENCE SOUTH 60 DEGREES 02 MINUTES 30 SECONDS WEST, ALONG CENTER LINE, 291.76 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. PARCEL "L" DESCRIPTION THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 71; THENCE EASTERLY ALONG SAID CENTER LINE 32.2 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 126; THENCE SOUTHEASTERLY ALONG SAID CENTER LINE OF ILLINOIS ROUTE 126, 1049.7 FEET FOR THE POINT OF BEGINNING; THENCE SOUTHWESTERLY AT RIGHT ANGLES TO SAID CENTER LINE, 339.9 FEET TO AN OLD CLAIM LINE; THENCE NORTHEASTERLY ALONG SAID OLD CLAIM LINE WHICH MAKES AN ANGLE OF 44 DEGREES 21 MINUTES MEASURED CLOCKWISE FROM THE LAST DESCRIBED COURSE) 468.6 FEET TO THE CENTER LINE OF SAID ILLINOIS ROUTE 126; THENCE NORTHWESTERLY ALONG SAID CENTER LINE 328.1 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS, EXCEPT THAT PREVIOUSLY ANNEXED. PARCELS CONTAIN 78.145 ACRES MORE OR LESS.) 5 EXHIBIT A -2 PARCEL "A" DESCRIPTION THAT PART OF THE WEST HALF OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SAID SECTION 3; THENCE SOUTH 00 DEGREES 14 MINUTES 45 SECONDS EAST ALONG THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3, 1,284.36 FEET; THENCE SOUTH 89 DEGREES 50 MINUTES 00 SECONDS WEST, 684.42 FEET; THENCE NORTH 09 DEGREES 30 MINUTES 00 SECONDS WEST, 592.27 FEET FOR THE POINT j OF BEGINNING; THENCE SOUTH 57 DEGREES 33 MINUTES 55 SECONDS WEST, 327.57 FEET TO THE EASTERLY LINE OF WING ROAD; THENCE NORTH 21 DEGREES 52 MINUTES 29 SECONDS WEST ALONG SAID EASTERLY LINE 705.85 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF ILLINOIS ROUTE 71; THENCE NORTHEASTERLY ALONG SAID SOUTHERLY LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11,509.16 FEET; A DISTANCE OF 472.39 FEET TO A LINE DRAWN NORTH 09 DEGREES 30 MINUTES 00 SECONDS WEST FROM THE POINT OF BEGINNING; THENCE SOUTH 09 DEGREES 30 MINUTES 00 SECONDS EAST ALONG SAID LINE, 695.72 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. PARCEL "H" DESCRIPTION THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 00 DEGREES 08 MINUTES 14 SECONDS WEST ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER, 1,995.75 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 71; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID CENTER LINE, 30.45 FEET TO THE POINT OF INTERSECTION OF SAID CENTER LINE WITH CENTER LINE OF ILLINOIS STATE ROUTE NO. 126 FOR THE POINT OF BEGINNING; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID ROUTE 71 CENTER LINE, 230.67 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11,459.20 FEET WHICH IS TANGENT TO THE LAST DESCRIBED COURSE AT THE LAST DESCRIBED POINT AT THE LAST DESCRIPTION POINT, 1,141.60 FEET TO THE INTERSECTION WITH THE CENTER LINE EXTENDED NORTHWESTERLY OF WING ROAD; THENCE SOUTH 21 DEGREES 30 MINUTES 13 SECONDS EAST ALONG SAID WING ROAD CENTER LINE, 761.0 FEET; THENCE SOUTH 58 DEGREES 16 MINUTES 47 SECONDS WEST, 265.38 FEET TO SAID ROUTE 126 CENTER LINE; THENCE NORTHWESTERLY ALONG SAID ROUTE 126 CENTER LINE, BEING ALONG A CURVE TO THE LEFT AND HAVING A RADIUS OF 2,292.01 FEET WHICH IS TANGENT TO A LINE DRAWN NORTH 72 DEGREE 1 I EXHIBIT A -2 57 MINUTES 06 SECONDS WEST FROM THE LAST DESCRIBED POINT, 147.83 FEET; THENCE NORTH 76 DEGREES 38 MINUTES 49 SECONDS WEST ALONG SAID ROUTE 126 CENTER LINE, 850.98 FEET; THENCE NORTHWESTERLY ALONG SAID ROUTE 126 CENTER LINE, BEING ALONG A CURVE TO THE RIGHT AND HAVING A RADIUS OF 2,148.79 FEET WHICH IS TANGENT TO THE LAST DESCRIBED COURSE AT THE LAST DESCRIBED POINT, 383.53 FEET TO THE POINT OF BEGINNING, EXCEPTING THEREFROM THAT PART DESCRIBED AS FOLLOWS: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 00 DEGREES 08 MINUTES 14 SECONDS WEST ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER, 1,995.75 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE 71; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID ROUTE 71 CENTER LINE, 261.12 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11,459.20 FEET WHICH IS TANGENT TO THE LAST DESCRIBED COURSE, 1,141.60 FEET TO THE INTERSECTION WITH THE CENTER LINE EXTENDED NORTHWESTERLY OF WING ROAD FOR THE POINT OF BEGINNING; THENCE SOUTH 21 DEGREES 30 MINUTES 13 SECONDS EAST ALONG SAID WING ROAD CENTER LINE, 258.05 FEET; THENCE SOUTH 68 DEGREES 29 MINUTES 47 SECONDS WEST, 200.0 FEET; THENCE NORTH 21 DEGREES 30 MINUTES 13 SECONDS WEST, PARALLEL WITH SAID WING ROAD CENTER LINE, 250.0 FEET TO SAID ROUTE 71 CENTER LINE; THENCE NORTHEASTERLY ALONG SAID ROUTE 71 CENTER LINE, 200.16 FEET TO THE POINT OF BEGINNING, IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, AND ALSO EXCEPTING, THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3 IN TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, KENDALL COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS WITH BEARINGS REFERENCED TO THE ILLINOIS STATE PLANE COORDINATE SYSTEM EAST ZONE NAD83). COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 3; THENCE NORTH O1 DEGREE 35 MINUTES 30 SECONDS WEST, 1,995.04 FEET ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER TO THE CENTER LINE OF A PUBLIC HIGHWAY DESIGNATED IL 71; THENCE NORTH 69 DEGREES 55 MINUTES 19 SECONDS EAST, 31.52 FEET ALONG SAID CENTER LINE TO THE POINT OF BEGINNING; THENCE NORTH 69 DEGREES 55 MINUTES 19 SECONDS EAST, 230.66 FEET ALONG SAID CENTER LINE; THENCE NORTHEASTERLY, 940.58 FEET ALONG AN 11,479.02 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING NORTH 67 DEGREES 34 MINUTES 29 SECONDS EAST, 940.31 FEET; THENCE SOUTH 22 DEGREES 56 MINUTES 31 SECONDS EAST, 60.03 FEET; THENCE SOUTHWESTERLY, 418.10 FEET ON AN 11,539.02 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING SOUTH 66 DEGREES 16 MINUTES 29 SECONDS WEST, 418.08 FEET; THENCE SOUTH I 2 EXHIBIT A -2 59 DEGREES 24 MINUTES 09 SECONDS WEST, 71.10 FEET; THENCE SOUTH 25 DEGREES 14 MINUTES 24 SECONDS WEST, 60.52 FEET; THENCE SOUTHEASTERLY, 570.87 FEET ON AN 875.00 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING SOUTH 55 DEGREES 22 MINUTES 46 SECONDS EAST, 560.80 FEET; THENCE SOUTH 74 DEGREES 04 MINUTES 13 SECONDS EAST, 274.41 FEET; THENCE SOUTH 64 DEGREES 05 MINUTES 29 SECONDS EAST, 35.85 FEET; THENCE SOUTH 56 DEGREES 49 MINUTES 00 SECONDS WEST, 64.56 FEET TO THE CENTER LINE OF A PUBLIC HIGHWAY DESIGNATED IL 126; THENCE NORTHWESTERLY, 162.08 FEET ON SAID CENTER LINE BEING A 2,291.64 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING NORTH 76 DEGREES 16 MINUTES 12 SECONDS WEST, 162.05 FEET; THENCE NORTH 78 DEGREES 17 MINUTES 46 SECONDS WEST, 357.37 FEET ON SAID CENTER LINE; THENCE NORTH 53 DEGREES 52 MINUTES 46 SECONDS WEST, 96.76 FEET TO THE EXISTING NORTHERLY RIGHT OF WAY LINE OF IL 126; THENCE NORTHWESTERLY, 297.03 FEET ON A 990.00 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING NORTH 45 DEGREES 17 MINUTES 03 SECONDS WEST, 295.92 FEET;j THENCE NORTH 36 DEGREES 39 MINUTES 21 SECONDS WEST, 23.77 FEET; THENCE NORTH 77 DEGREES 19 MINUTES 38 SECONDS WEST, 84.74 FEET; THENCE SOUTH 69 DEGREES 03 MINUTES 36 SECONDS WEST, 100.61 FEET; THENCE SOUTH 69 DEGREES 55 MINUTES 52 SECONDS WEST, 149.98 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF SAID IL 71; THENCE SOUTH 65 DEGREES 32 MINUTES 40 SECONDS WEST, 113.94 FEET TO THE CENTER LINE OF SAID IL 126; THENCE NORTHWESTERLY, 119.55 FEET ON SAID CENTER LINE BEING A 2,170.59 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING NORTH 69 DEGREES 20 MINUTES 17 SECONDS WEST, 119.54 FEET TO THE POINT OF BEGINNING. 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LYJ07 aweoaanLa¢ xw Nu" xnelNexx° at3. m17711171( 1a10J (THJ L11 n la..xulml na NOIldIa0S30 " .9. 130aVd uxt »awwotullar. .. x. ru .Iw 5NoILdI8OS39NOI . LV72JFl6 JH, vs A10UMINAW, 10 1" d i i EXHIBIT "C" B -3 SERVICE BUSINESS DISTRICT THAT PART OF THE WEST HALF OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPALMERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SAID SECTION 3; THENCE SOUTH 00 L4'45" EAST, ALONG THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3, L284,36 FEET; THENCE SOUTH 89 °50'00" WEST, 684.42 FEET THENCE NORTH 09°30'00" WEST, 592.27 FEET; THENCE SOUTH 57 °33'55" WEST, 327,57 FEET TO THE EASTERLY LINE OF WING ROAD; THENCE NORTH 21 WEST, ALONG SAID EASTERLY LINE, 705.85 FEET TO THE SOUTHERLY RIGHT -OF -WAY LINE OF ILLINOIS ROUTE 71 FOR THE POINT OF BEGINNING; THENCE SOUTH 21 052129" EAST, ALONG SAID EASTERLY LINE,L19.0. FEET; THENCE NORTH 68 °07'31" EAST, PERPENDICULAR TO SAID EASTERLY LINE, 211 .0 FEET; THENCE NORTH 21 52'29" WEST, PARALLEL WITH SAID EASTERLY LINE, 131,87 FEET TO SAID SOUTHERLY RIGHT -OF -WAY LINE OF ILLINOIS ROUTE 71; THENCE SOUTHWESTERLY, ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, BEING A CURVE TO THE RIGHT WITH A RADIUS OF 11509.16 FEET, AN ARC DISTANCE OF 211.39 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS AND CONTAINING 0.6060 ACRE. THAT PART OF THE WEST HALF OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SAID SECTION 3; THENCE SOUTH 00 °14'45 "BAST, ALONG THE BAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3,1284.36 FEET, THENCE SOUTH 89-50 00" WEST, 684.42 FEET; THENCE NORTH 09 °30 WEST, 592.27 FEET FOR THE POINT OF BEGINNING; THENCE SOUTH S7 °33 SS" WEST, 32757 FEETTOTHEEASTERLYLINEOFWINGROAD; THENCE NORTH 21 °5229" WEST, ALONG SAID EASTERLY LINE, 586.85 FEET TO A POINTON SAID EASTERLY LINE WHICH IS 119.0 FEET (MEASURED ALONG SAID EASTERLY LINE) SOUTHBASTERLY OF THESOUTHERLYRIGHT -OF -WAY LINE OF ILLINOIS ROUTE 71; THENCE NORTH 68 °07 EAST, PERPENDICULAR TO SAID EASTERLY LINE, 211.0 FEET; THENCE NORTH 21 °52'29" WEST, PARALLEL WITH SAID EASTERLY LINE, 131.87 FEET TO SAID SOUTHERLY RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 71; THENCE NORTHEASTERLY, ALONG SAID SOUTHERLY RIGHT -OF- WAY LINE, BEING A CURVE TO THE LEFT WITH A RADIUS OF 11509.16 FEET, AN ARC DISTANCE OF 261,03 FEET TO A LINE DRAWN NORTH 09 °30'00" WEST FROM THE POINT OF BEGINNING; THENCE SOUTH 09 °30'00" EAST, ALONG SAID LINE, 695.72FEETTOTHEPOINTOFBEGINNINGINKENDALLTOWNSHIP, KENDALL COUNTY, ILLINOIS AND CONTAINING 5.6041 ACRES. THAT PART OF THE NORTH 1/2 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 3; THENCE SOUTH 0 DEGREES, 07 MINUTES, 44 SECONDS WEST ALONG THE EAST LINE OF SAID SOUTHWEST 1/4,1284.36 FEET;THENCE NORTH 89 DEGREES, 47 MINUTES, 31 SECONDS WEST, 684.42 FEET; THENCE NORTH 09 DEGREES, 32 MINUTES, 39SECONDSWEST, 590.03 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSIE BOYD BY A DEED DATED MATCH 25,1929 AND RECORDED DECEMBER 14,1938 IN DEED RECORD BOOK 88 ON PAGE 399; THENCE NORTH 09 DEGREES, 05 MINUTES, 46 SECONDS WEST, 748.40 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE TIC. 71; THENCE NORTHEASTERLY-ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11,459.20 FEET AND A RADIAL BEARING OF NORTH 26 DEGREES, 50 MINUTES, 30 SECONDS WEST AT THE LAST DESCRIBED POINT. 627.46;THENCE NORTH 60 DEGREES, 02 MINUTES, 30 SECONDS EAST ALONG SAID CENTER LINE, 332.0 FEET FOR A POINT OF iBEGINNING; THENCE SOUTH 12 DEGREES, 27'MINUTES, 30 SECONDS EAST, 264.0 FEET: THENCE SOUTH 84 DEGREES, 27 MINUTES, 30 SECONDS EAST, 202.0 FEET: THENCE NORTH 0 DEGREES, 47MINUTBS, 30 SECONDS WEST, 423.02 FEET TO SAID CENTERLINE: THENCE SOUTH 60 DEGREES, 02 MINUTES, 30 SECONDS WESTALONG CENTER LINE, 291.76 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. THAT PART OF THENORTHEAST, NORTHWEST AND SOUTHWEST QUARTERS OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7EASTOFTHETHIRDPRINCIPALMERIDIANDESCRIBEDASFOLLOWS: • COMMENCING AT THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER 1284.36 FEET; THENCE SOUTH 89 DEGREES 29 MINUTES 40 SECONDS WEST 680.30 FEET;THENCE NORTH 09 DEGREES 33 MINUTES 27 SECONDS WEST 10.0 FEET FOR A POINT OF BEGINNING; THENCENORTH 09 DEGREES. 33 MINUTES 27 SECONDS WEST 579.63 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSIE BOYD BY A DEED DATED MARCH 25,1929 AND RECORDED DECEMBER 14,1938 IN DEED RECORD BOOK 88 ON PAGE 399; THENCE NORTH 09 DEGREES 05 MINUTES 24 SECONDS WESTALONG THE EAST LINE OF SAID BOYD TRACT 748.57 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 71; THENCE NORTHEASTERLYALONGSAIDCENTERLINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11, 459.20 FEET AND A RADIAL 13BARING OF NORTH 26 DEGREES 49 MINUTES 16 SECONDS WEST AT THE LAST DESCRIBED POINT 627.46 FEET; THENCE NORTH 60 DEGREES 02 MINUTES 30 SECONDS EAST ALONG SAIL) CENTER LINE332.0 FEET, THENCE SOUTH 12 DEGREES 27 MINUTES 30 SECONDS EAST 264.0 FEET; THENCE SOUTH 84 DEGR13ES 27 MINUTES 30 SECONDS BAST 202.0 FEET; THENCE NORTH 00 DEGREES 42 MINUTES 30 SECONDS WEST 423.02 FEET TO SAID CENTER LINE; THENCE NORTH 60 DEGREES 02 MINUTES 30 SECONDS BAST ALONG SAID CENTER LINE 412.69 FEET TO A LINE DRAWN NORTH 00 DEGREES 10 MINUTES 46 SECONDS EAST PARALLEL WITH TILE WEST LINE OF SAID NORTHEAST QUARTER, FROM A POINT ON THE SOUTH LINB OF SAID NORTHEAST QUARTER WHICH IS 598.62 FEET EASTERLY OF THE SOUTHWEST CORNER OF SAID NORTHEAST QUARTER: THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG SAID PARALLEL LINE 880.56 FEET TO SAID SOUTH LINE; THENCE SOUTH 89 DEGREES 34 MINUTES 48 SECONDS WEST ALONG SAID SOUTH LINE 598.62 FEET TO SAID SOUTHWEST CORNER; THENCE SOUTH 00 DEGREES 10 MINUTES 48SECONDSWESTALONGSAIDBASTLINE1275.36 FEET TO A LINE DRAWN SOUTH 89 DEGREES 40 MINUTES 33 SECONDS EAST FROM THE POINT OF BEGINNING; THENCE NORTH 89 DEGREES 40 MINUTES 33 SECONDS WEST 681.94 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS A PERPETUAL EASEMENT FOR THE OPERATION, MAINTENANCE AND USE OF A SEPTIC FIELD FOR THE BENEFIT OF PARCEL ONE HERF,INABOVE DESCRIBED, UNDER AND UPON THE FOLLOWING DESCRIBED PARCEL OF REAL ESTATE CONTIGTJOUS TO PARCEL ONE TO WIT: COMMENCING AT THE MOST NORTHERLY CORNER OF PARCEL ONE HEREINABOVE DESCRIBED ON THE CENTER LINE OF ILLINOIS STATEROUTE NUMBER 126; THENCE SOUTH 45 DEGREES 05 MINUTES 49 SECONDS WEST, 47.12 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF ILLINOIS STATE ROUTE NUMBER 126, FOR THE POINT OF BEGINNING; THENCECONTINUINGSOUTH45DEGREES05MINUTES49SECONDSWEST, 105.0 FEET; THENCE NORTH 32 DEGREES 08 MINUTES 38 SECONDS WEST, 152.18 FEET; THENCE SOUTH 76 DEGREES 09 MINUTES 49 SECONDS EAST, 5.28 PEEP; THENCE SOUTH 70 DEGREES 39 MINUTES 49 SECONDS EAST, 158,6S FEET, TO THE POINT OP BEGINNING IN KENDALL TOWNSHIP, ALL INKENDALLCOUNTYILLINOIS. THAT PART OF THE SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPALMERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST 1/4; THENCENORTHERLYALONGTHEWESTLINEOFSAIDSOUTHWEST1/4,798.60 FEET TO AN OLD CLAIM LINE; THENCE NORTHERLY ALONG SAD WEST LINE, 1118.27 FEET A POINT OF BEGINNING THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS ANANGLEOF28DEGREES33MINUTES54SECONDSWITHTHELASTDESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 228.53 PEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 178 DEGREES 11 MINUTES 35 SECONDS WITH THE LASTDESCRIBED COURSE, MEASUREDCOUNTERCLOCKWISETHEREFROM, 112.67 FEET TO A LIME DRAWN PARALLEL WITH AND 160.0 FEET NORMALLY DISTANT,EASTERLY OF SAID WEST LINE, THENCE SOUTHERLY ALONG SAIL) PARALLEL LINE, 717.44 FEET TO SAID CLAIM LINE; THENCE NORTHEASTERLY ALONG SAD CLAIM LINE, 941.92 FEET TO A POINT ON A LINE DRAWN SOUTHWESTERLY,PERPENDICULAR TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 126 PROM A POINT ON SAID CENTER LINE WHICH IS 1049.70 FEET, AS MEASURED ALONG SAID CENTER LINE, SOUTHEASTERLY OF THE INTERSECTION OF SAD CENTER LINE WITH THE CENTER LINE OF ILLINOIS STATE ROUTE 71; THENCE NORTHEASTERLY TO SAID POINT ON SAID CENTER LINE OF ILLINOIS ROUTE 126 AFORESAID; THENCE NORTHWESTERLY ALONG SAID ROUTE 126 CENTER LINB AND TO SAIDROUTE71CENTERLINE; THENCE SOUTHWESTERLY ALONG SAID ROUTE 71 CENTER LINE, 30.58 FEET TO SAID WEST LINE;THENCE SOUTHERLY ALONG SAID WEST LINE, 78.83 FEET, TO THE POINT OF BEGINNING (EXCEPTING THEREFROM THAT PART OF THE SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS: COMMENCING AT HE SOUTHWEST CORN R OF SAID SECTION, 3; THENCE NORTH 00 DEGREES 00 MINUTES 38 SECONDS EAST, ON A BEARING REFERENCED TO AN ASSUMED NORTH, 1925.21 FEET ON THE WEST LINE OF SAID SOUTHWEST 1/4; THENCE SOUTH 89 DEGREES 59 MINUTES 22 SECONDS BAST 58.5S FEET TO THE EXISTING SOUTHEASTERLY RIGHT OF.WAY LINE-OF A.F.A.P. ROUTE 311(ILROUTE 71) AND THE POINT OF BEGINNING; THENCE NORTH 72 DEGREES 34 MINUTES 00 SECONDS EAST 35.28 FEET ON SAID SOUTHEASTERLY RIGHT OF WAY LINE TO THE SOUTHERLY RIGHT OF WAY LINE OF S.B.I. ROUTE 66 (1L ROUTE 126); THENCE SOUTH 70 DEGREES 08 MINUTES 35 SECONDS BAST 125.66FEET ON SAID SOUTHERLY RIGHT OF WAY LINE; THENCE NORTH 81 DEGREES 09 MINUTES 04 SECONDS WEST 51.85 FEET; THENCE NORTH 76 DEGREES 30 MINUTES 40 SECONDS WEST 103.47 FEET TO THE POINT OF BEGINNING), INKENDALLTOWNSHIP, KENDALL COUNTY, ILLINOIS. THAT PART OF THE SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWESTI /4; THENCENORTHERLYALONGTHEWESTLINEOFSAIDSOUTHWEST1/4,798.60 FEET TO AN OLD CLAIM LINE FORA POINT OF BEGINNING; THENCE NORTHERLY ALONG SAID WEST LINE, 1118.27 FEET; THENCE SOUTHBASTERLY ALONG A LINE WHICH FORMS AND ANGLE OF 28 DEGREES 33 MINUTES 54 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURE) COUNTERCLOCKWISE THEREFROM, 228.53 FEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 178 DEGREES 11 MINUTES 35 SECONDS WITH TILE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 112.67 FEET TO A LINE DRAWN PARALLEL WITH AN) 160.0 FEETNORMALLYDISTANT, EASTERLY OF SAID WEST LINE, THENCE SOUTHERLY ALONG SAID PARALLEL LINE, 717.44 FEET TO SAID CLAIM LINE, THENCE SOUTHWESTERLY ALONG SAID CLAIM LINE, 188.42 FEET TO THE POINT OF BEGINNING, INKENDALLTOWNSHIP, KENDALL COUNTY, ILLINOIS. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL. MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER;THENCE NORTH ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.6 FEET TO THE CENTER LINE OF ILLINOISROUTE71; THENCE NORTHEASTERLY ALONG THE SAID CENTER LINE OF ILLINOIS ROUTE 71,1411.3 FEET TO THE CENTER LINE EXTENDED NORTHWESTERLY OF THE PUBLIC ROAD RUNNING SOUTHEASTERLY FROM SAID ILLINOIS ROUTE 71,COMMONLY KNOWN AS WING ROAD; THENCE SOUTHEASTERLY ALONG TILE EXTENDED CENTER LINE AND THE CENTER LINE OF SAID PUBLIC ROAD, BEING ALONG A LINE THAT FORMS AN ANGLE OF 93 DEGREES 25' TO THE RIGHT WITH THE PROLONGATION NORTHEASTERLY OF THE TANGENT TO THE CENTER LINE OF SAID ILLINOIS ROUTE 71 AT THE LAST DESCRIBED POINT, 761 FEET FOR THE POINT OF BEGINNING; THENCE SOUTHWESTERLY ALONG A LINE THAT FORMS AN ANGLE OF 79 DEGREES 47 TO THE RIGHT WITH THE PROLONGATION OF THE LAST DESCRIBED LINE 265.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 126; THENCE SOUTHEASTERLY ALONG SAID CENTER LINT OF ILLINOIS ROUTE 126 TO THE CENTER LINE OF THE EASTERLY FORK OF THE PUBLIC ROAD AFORESAID WHICH RUNS SOUTHEASTERLY FROM SAID ILLINOIS ROUTE 71; THENCE NORTHWESTERLY ALONG THE CENTER LINE OF SAID PUBLIC ROAD TO THE POINT OF BEGINNING; TO THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. GRANTEE HEREBY ASSUMES AND AGREES TO PAY THE UNPAID BALANCE ON THE EXISTING MORTGAGE RECORDED IN BOOK PAGE , THE DEBT SECURED THEREBY AND ALSO HEREBY ASSUMES -THE OBLIGATIONS UNDER THE TERN OF THE INSTRUMENTS CREATING THE LOANS DOCUMENT NO.79- -1053. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AI' THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE - NORTH 00 DEGREES 08 MINUTES 14 SECONDS WEST ALONG -THE WEST LINE OF SAID SOUTHWEST QUARTER, -1,995.75 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 71; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID CENTER LINE 30.45 FEET TO THE POINT OF INTERSECTION OF SAID CENTER LINE WITH CENTER LINE OF ILLINOIS STATE ROUTE NO. 126 FOR THE POINT OF BEGINNING; THENCE NORTH 71 DEGREES 23 MINUTES59SECONDSEASTALONGSAIDROUTE71CENTERLINE230.67 FEET TO A POINT OF CURVATURE; THENCENORTHEASTERLYALONGACURVETO -THE. LEFT HAVING A RADIUS OF 11,459.20 FEET WHICH IS TANGENT TO THE LASTDESCRIBEDCOURSEATTHELASTDESCRIBEDPOINTATTHELASTDESCRIPTIONPOINT, 1,141.60 FEET TO THEINTERSECTIONWITHTHE- CENTER LINE EXTENDED NORTHWESTERLY OF WING ROAD; THENCE SOUTH 21 DEGREES 30MINUTES13SECONDSEASTALONGSAIDWINGROADCENTERLINE761.0 FEET: THENCE SOUTH 58 DEGREES 16 MINUTES47SECONDSWEST265.35 FEET TO SAID ROUTE 126 CENTER LINE; THENCE NORTHWEST13RLYALONG SAID ROUTE 126 CENTER LINE BEING ALONG A CURVE TO THE LEFT AND HAVING A RADIUS OF 2,292.01 FEET WHICH IS TANGENT TO ALINEDRAWNNORTH72DEGREES57MINUTES06SECONDSWESTFROMTHELASTDESCRIBEDPOINT147.93 FEET; THENCENORTH16DEGREES38MINUTES49SECONDSWESTALONGSAIDROUTE126CENTERLINE850.98 FEET; THENCE NORTIPMTBRLY ALONG SAID ROUTB 126 CBNTERLINE BEING ALONG A CURVE TO THE RIGHT AND HAVING A RADIUS OF 2,148.79 FEET WHICH IS TANGENT TO THE LAST DESCRIBED COURSE AT THE LAST DESCRIBED POINT, 383.53 FEET TOTHEPOINTOFBEGINNING, EXCEPTING THEREFROM THAT PART DESCRIBED AS FOLLOWS: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36- NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THUSOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH00DEGREES0$ MINUTES 14 SECONDS WEST ALONG -THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.75 FEET TO THECENTERLINEOFILLINOISSTATEROUTE71; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAIDROUTE71CENTERLINE261.12 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 15,459.20 FEET WHICH IS TANGENT TO THE LAST- DESCRIBED COURSE 1141.60 FEET TO THEINTERSECTION -WITH THE CENTERLINE EXTENDED NORTHWESTERLY OF WING ROAD FOR THE POINT OF 13EGINNINGMMNCE SOUTH 21 DEGREES 30 MINUTES 13 SECONDS EAST ALONG SAID WING ROAD CENTER LINE 258.05 FEET; THENCE SOUTH 58 DEGREES 29 MINUTES 47 SECONDS WEST 200.0 FEET; THENCE NORTH 21 DEGREES 30 MINUTES 13SECONDSWESTPARALLELWITHSAIDWINGROADCENTERLINE250.0 FEET TO SAID ROUTE 71 CENTER LINE; THENCENORTHEASTERLYALONGSAIDROUTE71CENTERLINE200.16 FEET TO THE POINT OF BEGINNING, IN THE UNITED CITY OFYORKVILLE, KENDALL COUNTY, (ILLINOIS, AND ALSO EXCEPTING, THAT PART OF THE AS SOUTH WEST QUARTER OFSECTION3INTOWNSHIP38NORTH, RANGE 7 ET OF THE THIRD PRINCIPAL MERIDIAN, UTHWE COUNTY, ILLINOIS,DESCRIBED AS FOLLOWS WITH BEARINGS REFERENCED TO THE ILLINOIS STATE PLANE COORDINATE SYSTEM EASTZONE (NAD83): COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHWEST 114 OF SAID SECTION 3; THENCE NORTH 01 DEGREE 35MINUTES30SECONDSWEST, 1,995.04 FEET ALONG THE WEST LINE OF SAID SOUTHWEST 1/4 TO THE CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED IL 71; THENCE NORTH 69 DEGREES 55 MINUTES 19 SECONDS EAST, 31.52 FEET ALONG SAIDCENTERLINETOTHEPOINTOFBEGINNING-FROM THE POINT OF BEGINNING; THENCE NORTH 69 DEGREES 55 MINUTES 19SECONDSEAST, 230.66 FEETALONG SAID CENTERLINE; THENCE NORTHEASTERLY, 940.56 FEETALONG AN 11,479.02FOOTRADIUSCURVETOTHELEFTHAVINGACHORDBEARINGNORTH67DEGREES34MINUTES29SECONDSEAST, 940.31FEET; THENCE SOUTH 22 DEGREES 56 MINUTES 31 SECONDS EAST, 60.03 FEET; THENCE SOUTHWESTERLY, 418.10 FEET ONAN11,539.02 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING SOUTH 66 DEGREES 16 MINUTES 29 SECONDSWEST, 418,08 FEET; THENCE SOUTH 59. DEGREES 24 MINUTES 09 SECONDS WEST, 7 1. 10 FEET; THENCE SOUTH 25 DEGREES 14 MINUTES 24 SECONDS WEST, 60.52 FEET; THENCE SOUTHEASTERLY, 570.87. FEET ON AN 675.00 FOOT RADIUS CURVE TO THE LEFT HAVING A.CHORD BEARING SOUTH 55 DEGREES 22 MINUTES 46 SECONDS EAST, 560.90 FEET; THENCE SOUTH 74DEGREES04MINUTES13SECONDSEAST. 274.41 FEET; THENCE SOUTH 64 DEGREES 05 MINUTES 29 SECONDS EAST, 35.85FEET; THENCE SOUTH 55 DEGREES 49 MINUTES 00- SECONDS WEST, 64.56 FEET TO THE CENTERLINE OF &PUBLICHIGHWAYDESIGNATEDIL126; THENCE NORTHWESTERLY, 162.08 FEET ONSAID CENTERLINE BEING 2,29L.64 FOOT RADIUS CURVE TO TILE LEFT HAVING A CHORD BEARING NORTH 76 DEGREES 16 MINUTES 12 SECONDS WEST, 162.05 FEET,THENCE NORTH 78 DEGREES 17 MINUTES 46 SECONDS WEST, 357.37 FEET ON SAID CENTERLINE; THENCE NORTH 53DEGREES52MINUTES46SECONDSWEST, 96.76 FEET TO THE EXISTING NORTHERLY RIGHT OF WAY LINE OF IL 126;THENCE NORTHWESTERLY, 297.03 FEET ON A 990.00 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING NORTH45 DEGREES 17 MINUTES 03 SECONDS WEST, 295.92 FEET; THENCE NORTH 36 DEGREES 39 MINUTES 21 SECONDS WEST, 23.77 FEET; THENCENORTH77 DEGREES 19 MINUTES 36 SECONDS WEST, 64.74 FEET; THENCE SOUTH 69 DEGREES 03MINUTES36SECONDSWEST, 100,61 FEET; THENCE SOUTH 69 DEGREES 55 MINUTES 52 SECONDS WEST, 149.98 FEET TO THESOUTHERLYRIGHTOFWAYLINEOFSAIDIL71; THENCE SOUTH 65 DEGREES 32 MINUTES 40 SECONDS WEST, 113.94 FEETTOTHECENTERLINEOFSAIDIL126; THENCE NORTHWESTERLY, 119.55 FEET ON SAID CENTERLINE BBINGA 2,170.59 FOOT RADIUS CURVE TO THE RIGHT HAVING ACHORDBEARINGNORTH69DEGREES20MINUTES17SECONDSWEST, 119.54 FEET TO THE POINT OF BEGINNING. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SOUTHWESTQUARTER; THENCE NORTH 07'44 "BAST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER 1236.84 FEET TO APOINTONSAIDEASTLINEWHICHIS1284.36 FEET SOUTH OF TIM NORTHEAST CORNER OF SAID SOUTHWEST QUARTER, THENCE NORTH 89 °47'31" WEST, 684.42 FEET; THENCE NORTH 09 032'39" WEST, 590.03 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSIE BOYD BY DEED DATED MARCH 25, 1929ANDRECORDEDDECEMBER14, 1938 IN DEED RECORD 88 ON PAGE 399, FOR THE POINT OF BEGINNING;THENCE SOUTH 57 °58 56" WEST ALONG THE SOUTHERLY LINE OF SAID BOYD TRACT AND SAID SOUTHERLY LINE EXTENDED 352.89 FEET TO THE CENTER LINE OF WING ROAD; THENCE SOUTH 21 °28'35" EAST ALONG SAID CENTERLINE 1 31.00 FEET; THENCE NORTH 57 °5856" EAST PARALLEI. WITH SAID SOUTHERLY LINE 323.58 FEET A POINT WHICH IS SOUTH 09 °32'39" EAST, 139.37 FEET FROM THE POINT OF BEGINNING; THENCE NORTH09 °32'39" WEST, 139.37 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER;THENCE NORTH ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 7L; THENCE EASTERLY ALONG SAID CENTER LINE 32.2 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 126; THENCE SOUTHEASTERLY ALONG SAID CENTER LINE OF ILLINOIS ROUTE 126,1049.7 FEET FOR THE POINT, OF BEGINNING; THENCE SOUTHWESTERLY AT RIGHT ANGLES TO SAID CENTER LINE, 339.9 FEET TO AN OLD CLAIM LINE; THENCE NORTHEASTERLY ALONG SAID OLD CLAIM LINE WHICH MAKES AN ANGLE OF 44'21' (MEASURED CLOCKWISE FROM THELASTDESCRIBEDCOURSE) 468.6 FEET TO THE CENTER LINE OF SAID ILLINOIS ROUTE 126; THENCE NORTHWESTERLY ALONG SAID CENTER LINE 328.1 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. EXCEPT THEREFROM THE BELOW DESCRIBED PARCEL: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPALMERIDIAN, KENDALL COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS WITH BEARINGS REFERENCED TO THE ILLINOIS STATE PLANE COORDINATE SYSTEM EAST ZONE (NAD83): COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 3; THENCE NORTH 01 DEGREE 35 MINUTES 30 SECONDS WEST, 1,995.04 FEET ALONG THE WEST LINE OF THE SOUTHWEST QUARTEROF SAID SECTION 3 TO THE `CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED IL 71; THENCE NORTH 69 DEGREES 55 MINUTES 19 SECONDS EAST, 31.52 FBETALONG SAID CENTERLINE TO THE CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED IL 126; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE, 399.15 FEET ALONG A 2,170.59 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING OF SOUTH 73 DEGREES 01 MINUTE 41 SECONDS EAST, 398.58 FEET THENCB SOUTH 78 DEGREES 17 MINUTES 46 SECONDS EAST, 649.36 FEET ALONG SAID CENTERLINE TO THE POINT OF BEGINNING, FROM THE POINT OF BEGINNING, THENCE SOUTH 78' DEGREES 17 MINUTES 46 SECONDS EAST, 172.16 FEET ALONG SAID CENTERLINE; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE, 162.08 FEET ALONG A 2,291,64 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING OF SOUTH 76 DEGREES 16 MINUTES 12 SECONDS EAST, 162.05 FEET; THENCE SOUTH 56 DEGREES 32 MINUTES 11 SECONDS WEST 65.63 FEET; THENCE NORTH 74 DEGREES 04 MINUTES 13 SECONDS WEST, 5.13 FEET; THENCE NORTH 65 DEGREES 29 MINUTES 14 SECONDS WEST, $0.57 FBET TO THE SOUTHERLY RIGHT OF WAY LINE OF IL 126; THENCE NORTHWESTERLY, 61.11 FEET ON SAID RIGHT OF WAY LINE BEING ON A 2,251.64 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING OF NORTH 77 DEGREES 31 MINUTES 09 SECONDS WEST, 61.11 FEET; THENCE NORTH 78 DEGREES 17 MINUTES 46 SECONDS WEST, 172.27 FEET ALONG SAID SOUTH RIGHT OF WAY LINE; THENCE NORTH 11 DEGREES 52 MINUTES 19 SECONDS BAST, 40.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.297 ACRE MORE OR LESS, OF WHICH 0.290 ACRE, MORE OR LESS, IS LYING WITHIN PUBLIC ROAD RIGHT OF WAY, SITUATED IN THE COUNTY OF KENDALL AND STATE OF ILLINOIS, HEREBY RELEASING AND WAVING ALL RIGHTS UNDERAND BY VIRTUE OF THE HOMESTEAD EXEMPTION LAWS OF THE STATE. I EXHIBIT "C -1" Windmill Farms - B -3 Service Business Permitted Uses This exhibit lists all permitted uses within the B -3 Service Business District as they exist in the current Zoning Ordinance. Uses excluded and not permitted by this Agreement are crossed out as follows: (no permitted °° ) OFFICE DISTRICT (0) Advertising agency. Bank (allowable by provisions of Windmill Agreement) Barber shop. Beauty shop. Bookkeeping service. Oral; priv e . Coffee shop. College, university or junior college. Commercial school, trade school - offering training in classroom study. Detective agency. Employment office. Engineering office. Government office. Income tax service. Insurance office. Library. Manufacturing agent's office. Medical clinic. Park. Professional offices. Public accountant. Real estate office. Stenographic service. Stock broker. Telegraph office. Ti „ff e Title company. Travel agency. Utility office. (Ord. 1973 -56A, 3- 28 -74) Special Uses R- 401 igposa? _.W (Ord. 1973 56A, , 3 28 1974; „„„f Or 1995 20, 8 10 499-5) LIMITED BUSINESS DISTRICT (B -1) All uses permitted in the O district. Antique sales. A partments, gle family l to in Nusin building Bakery - retail. it Barbershop. Beauty shop. Bookstore. Cafeteria (diner). Camera shop. Church or other place of worship. Cigar-, eigarette and tabaeee store. Clothes - pressing and repair. Coal; private C--!ub pri mte -user. Community center. Dressmaker - seamstress. Drugstore. Florist sales. Fruit and vegetable market - retail. Gift shop. Grocery store - supermarket. Gymnasium. Health food store. Hobby shop. Hospital (general). Hospital or treatment center. Household furnishing shop. Ice cream shop. Jewelry - retail. Laundry, cleaning and dyeing - retail. Library. Magazine and newsstand-. Meat market. Medical clinic. Mortuary - funeral home. Park. Photography studio. Playground. Post office. Professional building. Recreation center. Restaurant. Shoe and hat repair. Su bstation. Swimming pool - indoor. Tennis club - private or daily fee. glen (Ord. 973 36r, 3 28 1974; . , md. 1994 Code;- Ord. 1 -O99 24 1991; Ord 2043 41 7 77 2003) GENERAL BUSINESS DISTRICT (B -2) All uses permitted in the O and B -I Districts. Appliances - sales. Army/Navy surplus sales. Art gallery - art studio sales. Art supply store. Auditor-itim. Automatic food service. Automobile accessory store. Automobile rental. Bicycle shop. Billiard parlor. Blueprint and photostat shop. Bowling .,lla.. Carry -out food service.ICatalogsalesoffice. Clothing store - all types. Danee hall. Department store. Discount store. Drygoods store - retail. Floor covering sales. Furniture sales - new /used. Hardware store. Health club or gymnasium. Hotel. Interior decorating studio. Junior department store. Leather goods. Locksmith. Motel. Music, instrument and record store. Newspaper publishing. Office equipment and supply sales. Paint/wallpaper store. Pawnshop. Personal loan agency. Pet store.j Picture frame store. Radio and television studios. R edueing long masseur and steam bath. Sporting goods. Stationery. Taxidermist. Theater. Toy store. Typewriter - sales and repair.I i Variety store. Watch and clock sales and repair. Weaving and mending - custom. (Ord. 1973 -56A, 3 -28 -1974; amd. 1994 Code) SERVICE BUSINESS DISTRICT (B -31 All uses permitted in the B -2 district. Agricultural implement sales and service. Appliance - service only. Automotive sales and service. Beat sales. Building material sales. Business machine repair. Car wash without mechanical repair on the premises. Catering service. Daycare (allowable by provisions of Windmill Agreement) Drive -in restaurant. Electrical equipment sales. Feed and grain sales. Frozen food locker.j Furniture repair and refinishing. Gasoline Filling Station (allowable by provisions of Windmill Agreement) Golf driving range. Greenhouse. tel: Miniature golf. Motorcycle sales and service. Nursery. Orchard. Park - commercial recreation. Plumbing supplies and fixture sales. Pump sales. Recreational vehicle sales and service. clerk, Sports T. ab g I Tennis court - indoor. Traile r-e T « ,, zraekr ucr. T-r-tiek sales and sevvire. Upholstery shop. Veterinary clinic. (Ord. 1973 -56A, 3 -28 -1974; amd. Ord. 1986 -1, 1 -9 -1986; Ord. 1988 -7, 4 -14 -1988; Ord. 1995 -19, 8 -10 -1995; Ord. 1998 -21, 6 -25 -1998; Ord. 2005 -58, 7 -12- 2005) EXHIBIT "D" R -4 GENERAL RESIDENCE DISTRICT THAT PART OF THE SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST 1/4; THENCE NORTH 0 DEGREES 08 MINUTES 09 SECONDS WEST ALONG THE WEST LINE OF SAID SOUTHWEST 1/4,798.60 FEET TO AN OLD CLAIM LINE, THENCE NORTH 57 DEGREES 59 MINUTES 05 SECONDS EAST ALONG SAID OLD CLAIM LINE 299.00 FEET FOR A POINT OF BEGINNING; THENCE SOUTH 1 DEGREE 51 MINUTES 32 SECONDS WEST, 402.10 FEET; THENCE SOUTH 59 DEGREES 55 MINUTES., 25 SECONDS EAST, 256.51 FEET; THENCE NORTH 59 DEGREES 55 MINUTES 25 SECONDS EAST 355.65 FEET; THENCE NORTH 62 DEGREES MINUTES 29 SECONDS EAST, 853.57 FEET; THENCE NORTH 33 DEGREES 24 MINUTES 40 SECONDS EAST,. 542.27 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NUMBER 126; THENCE NORTHWESTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 2292.01 FEET AND A RADIAL BEARING OF SOUTH 29 DEGREES 23 MINUTES 51 SECONDS WEST AT THE LAST DESCRIBED POINT, 358.41 FEET TO A POINT WHICH IS 151.00 FEET, AS MEASURED ALONG SAID CENTER LINE, SOUTHEASTERLY OF THE INTERSECTION OF SAID CENTER LINE AND SAID OLD CLAIM LINE; THENCE SOUTH 45 DEGREES 05 MINUTES 49 SECONDS WEST, 265.70 FEET; THENCE SOUTH 73 DEGREES 54 MINUTES 28 SECONDS WEST, 102.86 FEET; THENCE SOUTH 84 DEGREES 11 MINUTES 54 SECONDS WEST, 280.96 FEET; THENCE NORTH 32 DEGREES 00 MINUTES 55 SECONDS WEST, 24.19 FEET TO SAID OLD CLAIM LIRE; THENCE SOUTH 87 DEGREES 59 MINUTES 05 SECONDS WEST ALONG SAID OLD CLAIM LINE 78992 FEET TO THE POINT OP BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. i i I i W L6CATWNNAP EXHIBIT rPD T Yorkville, Illinois 4 SP. LOTS 405 Ac: 13, 050S.P. 19R STh1L5 Px6VI[ LEtT 1`.. ''t hI -l. S7A.0.LOT- 83 STALLS PROVIOR) ER, 50aS.F LOTS 1. 4281 69 srnLLS exowoED UOO S- F. 74 STALLS PROViDFDLOT MC KENNA 66A<i A -i rwose 665srACISPCmvmEn 1J7 A0 LOT 78STALLSPROVU) 0D tI L &DBOK' MAN 1 - ,sp9sS. 148i, TRUST Ac: 61 STALLS PROVIDEDA -i LOTS v 35A.SITEDATA LOT' 9 94 STALLS PROVU) mPENNMANLID lisu! s.f. d`$eem3oPreresea .neuse. ea,P< EDWARD 40 t.46 Ac uw arm, lsroae.,s, wac ,1111on9c HEALTHCAR> SsxALLSPnovmRD P LOTIOEASTPARCEL i'`+'f' zt, oc0se,satAstSs f'f. 64TldPm152850. 0 }%PUD iAi A5ALESPROVIDED 1. 7t AC 1%'Real3<•, AFemnRC,t. tSA. t20b AT MUMLOT13 k' LOT i6 ab, d048F l f ff x- Q' f v.`,`- 6' 0MiscoaeASpewoltA:. a24x R. 69Ar 40S. F. 1a. z, A. SJ SIA4LS PROYLDEU y'R' N l. f - j' - Y 3ssT. v. E. SFxovmED I OT A7 G l j ^ 1 4 X AWESTPARCEL TadArea38. 11A. 4119% I II AA. [Tt3TAL7 l µ 4GEORGE E. 4ossrAl:iszorAL BLOCKA - 1 cm mmns. R , aazs%A9ftecRa1 h t.ISAai ozA new Imdtmg1411- 3. M 2 SA It STAi I, p PA49Y:F4D 1 .' ` 1•flGl4 ec nemw i.rets turns FUTlIMATi1R I OtN NOTN0 .PerAc.2 ^ 33,Mpc X41 I# Jf1AA1.DWYER : NrExtecriaN PROPERTY 3 C1 y Iii I I I' '0001 01 4316462 STALLS a6T LOT 17 523009.P.r t r ,j "— LOT 12 Iw u..P.o. 11 971 A9, ( TOTAL)402 TD)AL) t r 395AC . l2, SO0 S. F. ne. wr E I LOT 17 g sosTnLLSrnovmED Ls3At.51 STALLS PROVIDE?a r 571 Ac.lxOL'AL)LOT25 a...r.. e.. n. w 49'.. 6TALtti (9OT F, 6 p7 4 ..' 3 „680 SF.a m "" mmw•w•b OT 24 9.15 Ac I J ti511Ae. 42STAI.CSPR( VRIRD o-ramaw.. r. 11, 95 45 STALLS I.M AO. r f of m+28 STALLS pwV1i3LAS" C ON C E PTU AL FlT NeVCa1c• t "c t8200Y LO1'23 IION EPTU1 SL COUNTRY j 1 I 2,opos,P. 5../HILLS LOT28 1.a ACPUDfl f 1E' FfJi - + L ' G ;11 R "2 097m e, f x LOT2£ 333T• 1LLSPROVIWff)L YJ'N STALLS PROV nED 49 UNITS RAINTREE 1L' 3.40 Ac.LOT 2I j,. Ir 126 STALLS PROVIDED SUBDiVI.SIQNPREPARED eY Iu,0903.F,R -R -Z PUD 1.88 As.AGERESTRICTED 1 ENOLNEERM: DEVELOPER,3b STALLS PROVIDES S TOWN AOAIFS SAKELAND GRtJE. JP26MYn 5U, et 3.75 A. UO—,., A. 0541 b7USTMOTRhE, 9 as A6.CEMCON, Ltd.p: 610 S 23118 san 6G—SchappeDuLgLlAssaeiates, Irtc1: 6) 0 551•) 639 i PAaintie[d, 665k4uc :xc < ouA. c P:cxnettuseahnppMeaynn EXHIBIT F I)e-Sign CAWClelineS Si+e- planning wineiples Site Planninq Principles The Site Planning Principles address issues that affect the way that individual sites should be j developed in order to blend in with the existing character of the City. PRINCIPLE 4: Incorporate existing site conditions into development plans PRINCIPLE 5: Provide a sense of architectural interest and unique identity throughout the City PRINCIPLE 5: Enhance pedestrian experience and establish sense of place through careful design and location of open spaces PRINCIPLE 7: Thoughtful consideration of vehicular and pedestrian circulation within individual developments PRINCIPLE 8: Appropriate design of parking lots, utilities, service areas and detention areas to reduce the negative impact of typically unattractive site components Desirable Elements: The following elements shall be incorporated into development within the City: Richness of building surface and texture i Articulated mass and bulk Clear visibility of entrances Well organized commercial signage Landscaped and screened parking f Special paving identifying intersections and crosswalks IN Pedestrian friendly streetscapes and open spaces" Thoughtful consideration of circulation Screening of mechanical equipment, service areas, parking Richness of building materials creates visual interest lots and any undesirable elements Step -down of building scale along pedestrian; routes and building entrances Recognition of building hierarchy Formal entry plazas and courtyards Detention used as an amenity Existing trees incorporated into development Multi'- p8aned, pitched roofs Roof overhangs and arcades Provide defined entrance roads into devetopments and provide adequate vehicle storage gays at egress drives Landscaping softens the view of parking Uvtifed Gift' of Yc ekvi f le ov, pv4e[ ensir e Lcxncl Mse. ?tan Upd fe.9 EXHIBIT F Design Guidelines Site Planning Principles I a Undesirable Elements: The following elements are discouraged in developments r within the City. Concrete detention basins Large, blank, unarticulated wall surfaces Visible outdoor storage, loading, equipment and mechanical areas Avoid large expanses d parking lots Disjointed parking areas and confusing circulation patterns Large expanses of parking /asphalt a Service areas near major entries and /or that are easily visible from roadway Poorly defined site access points t Large "boxlike" Structures Avoid large blank wall surfaces PRINCIPLE 4: Incoraorate existina site conditions into development plans New development shall protect the existing environmental features throughout the City and minimize the impact of the development on the site and the surrounding land. Drainage Patterns` Proposed site plans shall incorporate existing drainage patterns on site in an effort to avoid significantly altering the manner in which drainage flows offsite. At the time of site plan submittal to the City, a drainage and detention plan must be submitted. The location and type of drainage facilities must be shown.Drainage swale utilizes natural drainage patterns Topography and Soils Minimize cut and fill on site to reduce effects upon the natural drainage pattern and natural character of the site. Minimize disturbance in areas of significant existing vegetation. f necessary for site development, consider using tree wells and retaining walls to preserve existing trees where: possible, Work with existing topography to avoid large cut and fill Chn i-ed Crify of ot-6 01 Cc mpp-eke— kisiva Lctncl Use Pfcm LApcletfe.lc EXHIBIT F De-sign 041tide-hhes SH - e- vicinning Pi-ivlciples Development on unsuitable soils is prohibited. Incorporate unsuitable soils into an open space component of the site plan. Stockpile top soil for later use in landscape areas. Vegetation Preserve existing trees Every effort should be made in the planning process to incorporate quality, existing trees into the site plan design. Any quality, existing tree that occurs within the specific buffer yard as required per PRINCIPLE 9 shall remain undisturbed and be protected as part of the landscape buffer.Preservation of existing vegetation as buffer PRINCIPLE S.- Provide a sense of architectural interest and unique identity throughout the Citv The Architectural standards are provided to preserve and guide the character of architecture throughout the City while allowing for individual architectural interpretation. All architectural proposals must be compatible with the vernacular of the northern Illinois region. In order to ensure compliance with the following architectural guidelines, the City requires that building elevations, plans, materials samples, color samples and illustrations be submitted for review and approval prior to the commencement of building construction. Buildings Building orientation creates central open Orientation space on axis with the main entry drive Building orientation should take advantage of the building to site relationship. The orientation and location of buildings defines open spaces and circulation corridors. Align focal architectural elements along major view or circulation axis,,W. Define pedestrian spaces and streetscapes with building orientation. Orient primary buildings on axis and use as focal points Uplife-d Ofy Of Yot-lkvilte- Land Use ?I'cin Updctfe- EXHMT F Design Gtuidelines Si+e 1[anving Ps<inciples Create view corridors between buildings, plazas, EONS OER OPPOR XJtt FOR VIEWS OFF SIfE courtyards and adjacent buildings.nn. 1. It FORPA6PORNNIiY Create pedestrian spaces I I LOCATE BI/II.dNG TD I ?+ttd PRESERVE VEGECgT10N and plazas by varying y building facades. PORCH ENCOURAGES Cluster buildings whenever i PRONfYPA °"`" "n possible,creating 1 opportunities for plazas and Residential building orientation creates pedestrian malls. Prevent private, intimate backyard space long, linear facades from dominating the view. Buildings adjacent to Routes 47, 71 and 126 must face the primary t roadway. No service access storage etc is iL ErC allowed to face Routes 47, 71 and 126. cs FLNN4BA Develop sites in a MZONnoraup comprehensive and t ', coordinated manner to provide order and compatibility (especially in the case of large sites Building orientation can deline main activity areas which will be developed. in phases). The exterior character and orientation of all buildings and the spaces they define should encourage and enhance pedestrian activity. T Attention should be given to the duality and usability of the outdoor spaces formed by the exterior of a dwelling, and adjacent dwellings,. Avoid locating the private area of one dwelling adjacent to the public area of an adjacent dwelling..Rear and side facades should incorporate architectural design elements PVtlJr~evkeCh yi cc Land LA5e. Vfcai 4Apd o&e 12 EXHIBIT F Desi citAidedirte-S Site ?tinnin In multi-family residential developments, buildings should be oriented to create functional outdoor spaces. In residential neighborhoods, consideration should also be given to the views from adjacent dwellings and public spaces. Facades Building facades should achieve a high level of visual interest when viewed from automobile and pedestrian vantage points. In residential developments, front yards and porches should be used to create a sense of place and community. Natural stone and masonry materials are to be used on the lower portions of buildings to create a visual anchor to the ground and provide interest at the pedestrian level. Vary the planes of exterior walls in depth and/or direction.Awnings along facade Wall planes shall not run in a continuous direction more than 65 feet without an offset of at least 3 feet. Wall planes of more than 20 feet high are rF prohibited without Incorporating meaningful techniques, such as awnings or a change in building material, to break up the perceived building mass. Awnings are encouraged along facades to provide color, shade and architectural interest. Where awnings are used along a row of contiguous buildings, a consistent form, material, color, location and mounting arrangement must be used. Awnings should be located to provide a consistent minimum 8 feet vertical clearance, with a maximum generally not to exceed 12 i feet. Colors of awnings must complement the Awn' ngs provide pedestuan scale element buildings. LA-mife-cf Gift' of Yo;-6dle_ LcwiA L4 Plavi Updafe 13 EXHIBIT F Design Gkidelines Side "O'nnine PAnciples Incorporate the awnings along with any signage to provide a uniformly designed building facade. Signs on awnings are permitted. Internally illuminated awnings are prohibited. Garage doors oriented to side Awnings and canopies may be made of sheet metal or canvas membrane. Plastic or vinyl awnings are not permitted. In new residential neighborhoods, houses shall not repeat the same elevations without two lots of separation. Houses across the street from each other and back -to -back corner lots shall not be of the same elevation, In residential areas, garages should not dominate the street view. Rather, provide parking and garages to the side or rear of lots or set the garage face back from the primary facade of the house. Avoid allowing the garage to become the primary architectural feature. Roof Treatment Rooftops should be considered important design elements as viewed from a variety of vantage points such as at ground level, from other buildings and from adjacent perimeter,roadways.A welt- composed roofscape achieves an interesting y skytine without becoming overly busy or contrived. Roof forms should serve as natural transitions from the ground level to intermediate masses to the e. tallest masses and back to the Variation in root" treatments creates an interesting 'roofscape` ground. Form should also be interesting when seen; from above in adjacent buildings. Materials & Colors visual continuity in major building materials and colors is desired throughout the City. Specific criteria include the following: Material samples of all proposed buildings must be provided for review and be approved by the City. Materials should be consistent waft the Community Character principles outlined in these guidelines.. tArxi+e-d C—i cy f ol , 6 11& Comp- eke-vsive- .Lcwxd Use— Plan UpcicL e 14 U IJae|S^C*idLah"an VVa| materials that are muted, earth tone in color and have texture are tobeused. Reserve the use of strongly contrasting materials and colors for accents, such aabuilding entreno*a, railinga and trim. Avoid an excessive variety of fagode r8U materials.ww Avoid using highly reflective materials and surfaces, such as polished metal, that generate glare, particularly at the pedestrian level. Materials which may be incorporated include: native stone, brick, stucco and textured concrete. Alternative materials that achieve similar looks and are of high quality and low maintenance may baconsidered. Common materials shall be located on all sides of the building with the exception of service areas not visible from a public street,Vagingmofflne breaks up mvQ expanse of building facade Coordinating materials within a development can Um together buildings of different sizes, uses and forms. In new residential neighborhoods at the time of initial building per/nit, houses shall not be the same color unless there are at least two lots of separation. Houses across the street from each other are not permitted 0zbe the same color. Use contrasting but compatible building materials and textures to unify exterior building elements and to create depth, proportion and scale. In residential developments, buildings should complement each other by using materials and colors within the aame"fannih". Building colons should be derived from, and related to the finishes of primary building materials. Height The overall appearance of development shall be low and hohzonta|, with building, heights throughout the community generally low to medium eom|e. Building heights are expected (and desired) 10 vary to ensure visual interest. Consider the use of taller buildings and/or elements to highlight significant intersections and pedestriammodea. Building heights shall be determined in ammenner which enhances an overall residential qua6ity'Taller bu help of EXHMT F Design Guidelines Site IPIcxnr%iviO Principles Maintain compatible relationships with adjacent dwellings and street frontages. Building heights shall be responsive to heights of homes located on slopes above and below the dwelling. Sight lines to greenbelts, open areas,q Pe M water features and scenic horizon views are to be optimized and maintained to the r fullest extent possible by minimizing the building height and obstruction.Front porch provides one -story element Scenic view compatibility shall be considered in determining building height. Within a neighborhood, a combination of one, one and a half and two story dwellings is encouraged to add diversity to the streetscape. Entire neighborhoods 17 or blocks of continuous two story dwellings are discouraged.. For multilevel dwellings on corner lots, locate a one - story element of the dwelling Front porch roof provides uman scale element at the street corner to help reduce the feeling of enclosure in the neighborhood. A two -story dwelling can best relate to a neighboring one story if it contains a one -story element. Scale Buildings should appear to be of a pedestrian" or "human" scale. When components in the built environment are designed in such a way that people feel comfortable, then human scale has been achieved. In general, this means that the size, patterns, textures, forms, and overall three - dimensional composition can be appreciated at the pedestrian level. Mary the height of buildings,. and /or Varied building scale provides distinction between masses building elements where feasible,, so they appear to be divided into distinct elements or masses. LAKi+ed C-i of oAtwitle Conn ve tev sove Lc rd [Ase Pf cn pc:6f-e 16 i EXHIBIT F Design Guidelines Site lcznning vinciples Avoid large -scale buildings that are y box -like"and typically dominate a site.i Use building mass j appropriate to the site. Place buildings with larger footprints, height and massing in core Imo; activity areas or in the heart of the f development near 1l similar densities. By doing so, the impact On adjacent land Pedestrian scale elements located along building facade uses will be reduced. In residential areas, the relationship between the lot size, street width and building scale are important to creating a human scale. Elements such as trees, pedestrian path lighting and porches can aid in achieving human scale.,, Hierarchy It is important to recognize that future projects will be developed using a variety of buildings with various uses. Vehicular and pedestrian traffic should be able to avoid box like'building scale recognize the hierarchy of buildings and be able to decipher primary buildings from secondary buildings. Primary Buildings' Primary buildings - , such as major anchors, public buildings or major attractions, shall be located at prominent locations, anchoring a major view axis and serving as focal points in the community. Gateway Buildings Buildings at major entrances, comers, intersections or along significant roads should use special, architectural elements to help identify that location as a "gateway'. These elements also begin to define the sense of place for the community.Primary buildings located on axis and create focal paint E.._.05•YY{pi e1'!F,evisive: Lct.41d Se: Ptctn LApGl'c,+e.1 EXHIBIT F Desicen GNicdelines Site planning peinciplas Special architectural features may include corner towers, cupolas, clock towers, balconies, colonnades or spires. The use of vertical elements helps to frame the entrance and guide people into and through the development. iOINERS HELP IDDIIrY CORNER Or BUILDING PS A D O NAY DEVELOPMENT THE ENTDE4L'PAIE!`I7 J q,iilg 7 I If BALCONIES HELP BREAK BREAKUP HEIGHT tar TOWER Gateway buildings Entrances Primary entrances should be easily identifiable and relate to both human scale as well as the scale of the building(s) they serve. Wherever possible, entrances should be inviting without becoming dark.w .. Main building entrances should be designed to be clearly i identifiable from primary driveways and drop -offs. Additionally, they should be visible from parking areas. Retaining walls"° =- a All retaining: walls must be faced (veneered) with masonry Main entrytostore stone, brick, stucco or approved equal).clearly identiflabte Retaining galls adjacent to or visible from any street shalt not exceed 4 feet in height. Grade changes that require retaining walls exceeding 4 feet must be terraced with a minimum of 4 feet clear separation between each wall. Exceptions may be reviewed and approved by the City in order to preserve existing tree stands. nife_,A C —i+y of o .v yC-. ampY`e.F'ti "s €ate. Lan,4 Use Plavx Up'cfate_Fly i EXHIBIT F Ve -sign E.tnidel Si+e Plcanning Pwinciples Walls should be designed as an integral part of the dwelling design. Stone sizes should be consistent and laid in a horizontal course. Masonry materials shalt match or complement the facade of surrounding buildings. Walls at intersections must not interfere with safe sight distances. PRINCIPLE 6. Enhance Pedestrian experience and establish sense of place through careful, design and location of open spaces The creation of open space throughout the City is an essential technique used to break up building facades. The use of such pockets of interest creates views into the various developments. A wide range of open spaces such as public gathering plazas, open "greens ", common play areas, neighborhood parks and natural preserves can be incorporated into development plans. View Corridors Open space is considered a valuable amenity, therefore A •'., careful consideration of vistas into open spaces from residential lots, streets and drives is required.. Maintain view corridors to provide vistas of amenities, natural features, open spaces and other significant elements. Create focal points at main entries, on axis with major circulation route and pedestrian corridors to establish a community Park strong identity and structure for the project. i aa s sasciai Frrrs 1 11.-I f AT TERMINGS OF DIVES r VEGETATION FRAMES VtON AND CREKIES CORRIDOR Vier ofarrerrity feature is framed by use of vegetation and road alignment, creating a signature element tAtt'E +e-cl C-ify of Yc pkiewille- Co pr t r si e Lctrvcl We Ptc to Upc6fe 19 EXHIBIT F Dusiqn0A«ideJ\vxem sife- ParksondTrails In residential ereaa, parka should be located within o 5 minute walk (approximately 1.00Ofeet) from each home. Tnd| linkages should bu provided from proposed neighborhoods to the City's comprehensive trail system, forest preserve trails and adjacent developments. m Courtyards and Plazas m ommm Courbarde, plazas and terraces should be designed at a human scale and incorporated as public amenities around non-residential buildings. Interrupting building facades to create outdoor rooms" as well as varying the width of walkways will help onya1e pedestrian spaces. These pedestrian spaces will create opportunities for comfortable outdoor experiences and are critical in defining plazas and courtyards. Orient p|ezua and courtyards to vie me of site amenities such aa open space, water features, ecu|ptony| elements or landscaped areas. Consider opportunities to orient plazas and courtyards toward views of significant buildings or down long corridors. Wherever possible, create a sense of enclosure for outdoor seating an*mm. Such areas should be light and airy wh providing a sense of safety from Landscaping and special paving give the the elements.s a a se =e Add elements such as trees, water features, a variety of seating areas and landscape color to give the public spaces an inviting appearance and visual interest. Incorporate pedestrian scaled fighting for safety and to promote use in the evening. Incorporate pavers and paving patterns to add interest and enhance the aes quality of the spaces. Allow for outdoor tables and seating to promote use of the space. By doing so, an energy [a created along the structure. A^^AW^ OF SEAMG. MARS, TO ENCOUMSE UM Pfazas and courtyards offer spaces for outdoor cafes LA |fe Cify .I~^~ iDe i EXHIBIT F Design Guidelines Si+e ?tanning Pwinciples PRINCIPLE 7. Thouqhtful consideration of vehicular and pedestrian circulation within individual developments The purpose of the circulation standards is to minimize hazards and conflicts and establish logical circulation patterns. The appropriate integration of vehicular and pedestrian circulation is intended to provide safe and convenient access to all sites while being attractive, efficient and functional. Vehicular Circulation Primary Site Entrances Each entrance to a parcel, individual building site or residential neighborhood from a primary roadway should be designed as a gateway" to the area it serves. Design elements should be visually interesting and consistent with other streetscape materials used throughout the City. Primary residential entrance highlighted with signage, When designing entries into landscaping and water elements residential and non - residential tracts, developers shall: Coordinate with adjacent properties to consolidate entries and minimize access points along major roadways Minimize pedestrian and vehicle conflicts by reducing the quantity of crosswalks. Clearly identify site entries and provide a clear entry /arrival sequence. H Provide "secondary" entries to parking lots and smaller residential neighborhoods from adjacent perpendicular minor roadways to major roadways. Paving material, plants, signs and lighting should match primary entrance treatments, although landscaping intensity and signage may be reduced in scale, Provide at least one "primary' entry to parking lots or residential communities. The use of medians and /or special paving or landscaping to identify primary entries is required. DEMGN PAR%M WMA EOGt W, M UZING MRSECUM AKtCOFfr '@.a2CtS CROSSWAIWOEMFIED ffHPA'APMS h 0, RKW4AYENW10 du PAWJNG LOT VENORM I C I i_BY[ANDSCARWAM MFl M SECCH7ARCENI MCCNSSIEM WRH!RRIr,WtHM C43ENAY I Single primary entrance reduces access points along Corridor Compt-e-6-nsive .LHtn€l lase- Pfctn rUpc6fe:21 EXHIBIT F DesgmC Sife-Piu"niw8;+Acip1ea Internal Drives All internal driven should visually lead drivers to building entries, site amenities or focal elements. Design drives and parking areas to fit the natural contours of the site in order to minimize out and hU and maintain natural drainage.N^ Align streets and drives to views ofn nxanamh/oe offer views k» significant architectural features and site amenities and to direct drivers. Internal streets shall be separated from parking iodn by landscape islands and walkways. Dmp'OffAreas Drop-off areas for vehicle passengers shall be incorporated into development plans and should provide safe' convenient eooeoa to building Landscaped island separatesentries, pedestrian plazas and public open pa ytkom^~drive spaces. Drop-off areas must conform tos&k/\DA regulations and standards. Emphasize drop-off areas with special paving material. Design drop-off lanes so they do not obstruct traff c flow when vehicles are stopped. Install bollards at drop-offs to provide protection for buildings and pedestrian walkways. uu L---7DSTOCREArESPACAD nROmCT PEnmnmw mRIMvmUP-o*ARaMMu WL PAVM AREAm wO'mSTRUz M4 Drop-off area doesn't conflict with regular traft and is identifled with paving and bollards Coxn iva LoLviJ [AeeMcwx LApc1c&s 2 _P EXHIBIT F Des8^C^ide]|yie-s Site- MowM|n0'R-;V%cPle-5 Service Areas Service vehicle circulation throughout the City shall be designed to provide safe and efficient delivery routes for all anticipated service and delivery vehicles. The design of individual pamo|e to accommodate truck access shall meet all regulatory requirements for turning movements without sacrificing other important design objectives. Locate service areas away from major streets and building entrances. A noise barrier is required in situations where e area screened with landscaping service en*ao are adjacent toaresidential land use. Minimize pedestrian and service vehicle conflicts. Hide/screen views into service areas. Screening can be prov with landscaping or screen walls. Screen walls shall repeat materials and elements oy the primary building. Adjoining uses should share service drives where possible. Design o*nvioa drives to accommodate the traffic intended to use them including all entrance roads and access aisles that will beused to access the service areas. m Pedestrian Circulation i The purpose of pedestrian circulation standards is to establish guidelines for creating a pedestrian circulation system that iosafe and efficient. Good walking environments include: continuous routes between aites, clearly defined a000se from parking areas, a variety of connected destinations and a feeling of safety and security. In essence, omaadmg a sense of comfort. Sidewalks Sidewalks must be constructed to provide pedestrian ecoeae to adjacent MW development and connections to the r~~ pedestrian trails throughout the City. Within specific developments, sidewalks oheJ| provide access to and from parking lots, ne[ghborhoods, schools, parks and open spaces. Create distinct pedes corridors, which funnel pedestrians to logical Qodewxmya, plazas or other dest Path provides access 0 park and adjacen neig UnJfad of ^- onm Land We- P[col 2S EXHIBIT F Design 64dde-lines Sire Plcknning PNinciple's Place special emphasis on pedestrian connections that link schools, recreation areas and other major activity kl areas. Neighborhoods should have access to open space and pocket parks by way of sidewalks and trails.T In residential areas, sidewalks should be located on both sides of the street. Pavers or other changes in material should be used for walks adjacent to buildings and at street intersections to Pavers next to building Identify and enhance pedestrian routes.enhance appearance Crosswalks Crosswalks are required at all intersections and key pedestrian crossings. Crosswalks must be identified by a change in color, height, width, texture, or materials. Refer to ADA regulations and standards for any specific criteria regarding crosswalks and K ,i 4Y. ramps.Enhanced paving delineates crosswalk Pedestrian Circulation in Parking Lots Walkways that lead pedestrians from parking areas to buildings or plazas should be designed to facilitate easy movement and minimize crossing conflicts with vehicles. Pedestrians should feel comfortable about their walkways to buildings and pedestrian corridors should be clearly identified. Pedestrians should not be required to cross service drives to reach major entrances from primary parking lots. Where major pedestrian routes within parking lots cross Landscaped median with sidewalk roadways and drives., use textured or colored paving materials to distinguish the route. W,MM. ff Medians with sidewalks allow for sae MAycirculationandreducecirculationconflicts. Wherever feasible orient parking aisles perpendicular to building entrances. l tmla sacnswcextx PPfYPoNSi 1. DIgfCE PHk9FYW 1fiR i CE t CSC a1 i 4`. ",.1l.. LO l PdOYtCE5fi1flY.P[H3i G1EiX4i(4iCIFi #lw£1R&x Median with sidewalk allows sate access to building entry Crosswalk delineated with paving and bollards Comp - e- kensive l c md, @.else Plan (: pdcx"fe-24 EXHIBIT F Design Guidelines Site Manning , pl- inciples Accessibility Owners and developers are expected to meet or exceed all requirements of the Americans with Disabilities Act (ADA), 1992, and all amendments thereto in the design and development of individual parcels, sites, buildings, and facilities. To the greatest extent possible, provide equal access in a manner that integrates ADA accessibility with ordinary accessibility, rather than separately. s PRINCIPLE 8. Appropriate design of parking lots, utilities, service areas and detention areas to reduce the negative impact of tvpicaliv unattractive site components This section provides standards for the siting and layout of parking lots, service and loading areas, utilities, trash, storage and detention facilities. Specific landscaping criteria for these areas are included in the Landscape Principles section. Site plans specifying parking and circulation designs, utility and detention requirements shall be submitted to the City for review. Parking Parking ratios and quantity of spaces shall comply with the criteria set forth in the United City of Yorkville Zoning Ordinance. Parking areas should be designed and located soars they provide safe and efficient vehicular and r pedestrian circulation within a site. Minimize negative visual impacts from adjacent roadways. Break large expanses of pavement with landscape Minimize negative visual impacts of medians and islands.parking from roadways Divide parking areas which accommodate a large number of vehicles into a series of smaller, connected lots. Avoid situations where parking spaces directly abut structures. Separate parking aisles from interior collectors and entry drives whenever possible. GPUStar 6witd "tngis tco eeewa open spaces tecourtyards Walkways to to vildings or E plazas should be designed to facilitate easy movement and m inimi'e oross mg ca[C llic:le rm¢CAS,J Mth vehicles Arrange parking atslets perpena[!ecc tar to huffd9 ng Pr—Ede pede.t'ian entrances access to adjacecat deve lap -e.t. Land se "an LApda+e-J XrMiOff F De-signGuideline-s Si+e. PlanninO Principle-s Shared Parking Where opportunities exist for shared parking between uses with staggered peak parking demands, consider reducing the total number of parking spaces within each site or parcel. Parking should be shared between complementary uses such churches and office buildings. Store Front & Street Parking Requirements All store front parking areas shall use angled parking or parallel parking. Areas shall be provided for sidewalks and landscaping between the store front and the edge of parking stall. Bicycle To encourage and accommodate alternative transportation modes, provide bicycle parking within each building site. Locate bicycle parking areas so they are visible from building entrances and convenient for riders. Parking areas shall be landscaped in a manner consistent with pedestrian plazas. Also, bike racks should be of a style consistent with other site elements. Substations/Water/Wastewater Stations Proposed electric substations, water pump stations and wastewater lift stations shall be screened from public views by a means of a 6 foot masonry wall on all sides with the exception of the area for gate access to the facility combined with landscaping. Service access shall be considered and incorporated into the screening program. Detention Drainage facilities should be used as an amenity to a development. If the existing topography allows, the location can be incorporated into an entry feature or can be the foundation for a park with trails and open space. Natural and /or vegetated drainage swales provide open space connections, filter runoff and improve t . 4tq the aesthetic appearance of development.fake serves as main entry feature Detention facilities should not be designed as to require chain link fencing or concrete walls. It such designs are required due to engineering requirements, consider using decorative modular: stone to give the appearance of a retaining wall. Detention ponds located in the front yard building setback shall be designed as a curvilinear,Naturalistic drainage channel provides contoured shape.opportunities for trail connection Unife- Cify of IncxLF cst wi ll r yxvtGmpr- e riese- iv cmcl We— [ cxigr pcictfe-26 EXrMi MT F Dasion Ctuide -line-s Si+e PlornninO principles Location of Utilities Visual and sound impacts of utilities, mechanical equipment, data transmission dishes, towers and other equipment should be minimized in all development plans. Design and install all permanent utility service lines underground. During construction and maintenance, minimize disruptions to other sites and businesses within the City. Temporary overhead distribution power and telephone lines are permitted during construction but shall be removed immediately upon completion of site and building construction. Wherever possible, mount data transmission and receiving telecommunication devices at ground level to the rear of structures and screen views from adjacent roadways, pedestrian paths and building sites. Screen all electrical transformers, gas meters and other utility cabinets from view. Structures are prohibited from being located in utility easements. Avoid locating signs, special landscape features, etc. in utility easements. Air conditioning units, vent systems and other mechanical systems that must be located on building roofs shall be screened from sight at the ground plane, In residential communities: Items requiring screening should be located on the rear or side yards when possible and should be integrated into the unit design. Air conditioning units must be located behind a screen wall or planting hedge. Utility meters must be located on side or rear elevations of the dwelling. Location of Service /Delivery/Trash /Storage Areas The visual impacts of service, delivery, trash and outdoor equipment or storage areas should be minimized, particularly relative to views from public roadways and pedestrian corridors. Thoughtful placement and integration into the architecture and site design is a priority for all sites. Orient service entrances, loading docks, waste disposal areas and other similar uses toward service roads and away from major streets and primary building entrances. Locate loading, service, trash and delivery areas so they do not encroach on any setbacks. feen dumpsters wdPh waffs and materials that match architecture of primary buffidk7g LAIl ife.d Gift'' of o;-k aw p extensive Land LAse ?tcvvN Update 27 EXHIBIT F Design C-A"i e'llnes Sire Plcxnninc Pt- inciples Avoid locating service areas where they are visible from adjacent buildings or where they may impact view corridors._ - Such facilities are more appropriate at the rear of buildings or sites. Trash enclosures must be located away from residential property lines: t , Wherever possible, coordinate the locations of service areas between adjacent users or developments, so that Screen dumpsters with walls and materials that service drives can be shared.match architecture of primary building Locate parking areas for outdoor equipment, trucks, trailers, service vehicles, etc. away from public parking lots and major pedestrian circulation routes. Unless totally out of view, screen these areas architecturally and with landscaping. All proposed durnpsters, trash receptacles, refuse storage containers, outdoor storage, and ground mounted equipment should be located within an enclosure providing screening along with landscaping along the perimeter. Such enclosures shall repeat materials and elements on the primary building. Lk Avxi+e - Gift' of Yavkvi e- Compv-e6Ksive- I ctnd We Plcxn Vpcic fe-28 The Data is provided without warranty or any representation of accuracy, timeliness, or completeness. his the responsibility of the Requester' to determine accuracy, timeliness, completeness, and appropriateness of its use. The United City of Yorkville makes no warranties, expressed or implied, to the use of the Data. Parcel Data provided by Kendall County GIS 4 c" Generrai Location of Mite Improvements,,-:' i f . + 0 25 50 100 150 200 NWindmiffFarmsI - iiiiiW!!T!!!!!!1 h 3 w Exhibit l I hch equals 100 feet s Exhibit "G" Page 2 of 2 66' ROW CL 33'33' 18.0'15.6'15.0'18.0' i 12'12' 5' ti TC — s CL 0.15 FIL CL -0.35 CL-0 2% idiN 2% EP —CL -0.27 2.0% FAIN. STRUCT 1. 5 4.40 0.60 G 5 .33 =I 2 x0 0,83 1 104.10 = 1.00 2.A3 J J TYPICAL PAVEMENT SECTION 66' R.C.W. I I N.TS. 1.5" BITUMINOUS CONCRETE SURFACE COURSE, CL 1, TY. 2, MIX. D @} 2.5" 64TUMINOUS CONCRETE BENDER COURSE, CL I, TY. 2 C 4.5" BITUMINOUS CONCRETE HINDER COURSE, CL I. TY. 2 (2 LIFTS) Q) 10" CRUSHED AGGREGATE SUB —BASE, TY. B. E) 12" CRUSHED AGGREGATE SUB —BASE, TY. B. E) COMPACTED SUBGRADE WITH GEC}— TEXTILE FABRIC, AMOCO 4551 OR APPROVED EQUAL 5" PCC SIDEWALK WITH W /4" CRUSHED AGG. SUB —BASE B) COMB. CONC. CURB AND GUTTER, TYPE 9-6.12 I 6" TOP SOIL AND SEEDING Joint filling with hot-poured rubberized asphalt cement EXHIBIT H - WINDMILL FARMS ANNEXATION - RESIDENTIAL FEE SCHEDULE Name of Fee Amount Time of Pavment 1 School District Transition Fee 3,000 per unit Paid to School District Office prior to issuance for building permit At time of building permit, paid at City Hall with separate check made out to 2 Yorkville Bristol Sanitary District Connection Fee $1,400 per unit YBSD 1 3 Yorkville Bristol Sanitary District Annexation Fee 3806 per acre Paid for entire development, at time of annexation to sanitary district I Yorkville Bristol Sanitary District Infrastructure 4 Fee 3806 per acre Paid for entire development, at time of annexation to sanitary district 650 + $.0.20 per 1 5 Residential Building Permit Fee square foot Building Permit I 6 Residential Water Connection Fee 3,700 per unit Building Permit 7 Water Meter Cost (not applicable to fee lock) 390 per unit for SF Building Permit 8 Residential City Sewer Connection Fee 2,000 per unit Building Permit 9 Water and Sewer Inspection Fee 25 per unit Building Permit 10 Public Walks and Driveway Inspection Fee 35 per unit Building Permit 11a Public Works (Development Impact Fee)700 per unit Building Permit 11b Police (Development Impact Fee)300 per unit Building Permit Municipal Building Impact Fee is set up as $5,509 per unit if paid at time of permit, or $3,288 per unit if paid at time of final plat for all units in the 11 c Municipal Building (Development Impact Fee) see "time of payment" entirety of the annexed development. 11d Library (Development Impact Fee)500 per unit Building Permit 11 a Parks and Rec (Development Impact Fee)50 per unit Building Permit 11f Engineering (Development Impact Fee)100 per unit Building Permit Bristol Kendall Fire District (Development Impact 11g Fee)1,000 per unit Building Permit Calculated by ordinance, $101,000 Building Permit or Final Plat, depending on annexation /development 12 Parks Land Cash Fee per acre agreement and land /cash donations negotiated Calculated by ordinance, $101,000 Building Permit or Final Plat, depending on annexation /development 13 School Land Cash Fee per acre agreement and land /cash donations negotiated l 14 Road Contribution Fund 2,000 per unit Building Permit 1,707 per unit, escalating each calendar year at a rate Building Permit determined by 15 County Road Fee ordinance 16 Weather Warning Siren 75 per acre Final Plat 1.75% of Approved Engineer's Estimate of Cost of Land 17 Administration Review Fee Improvements Final Plat 1.25% of Approved Engineer's Estimate of Cost of Land 18 Engineering Review Fee Improvements Final Plat 0.35% of Approved Engineer's Estimate of Cost of Land 19 Engineering Coordination Fee Improvements Final Plat I i EXHIBIT H - COMMERCIAL PERMIT FEES A 0 CIr o United City of Yorkville O f c County Seat of Kendall County 800 Game Farm Road EST. , 1838 Yorkville, Illinois, 605`60 Telephone: 630- 553 -4350 G]Fax: 630 - 553 -7575 Website: www.yorkville.il.us CE 1V COMMERCIAL PERMIT FEES Permit/Plan Review Building Permit 750.00 plus $0,20 per square foot Plan Review Based on building size (See Attached) Contributions Development Fee 3000.00* - See Attached Ordinance 2004 -55 Increase in Bristol Kendall Fire Protection District Fee) Water /Sewer Sewer Tap See Attached Ordinance #96 -11 Water Tap Water Meter Size Water Connection Fee 1"3,700 1 1/2"4,000 2"5,000 3"8,000 4 15,000 6" and larger TBD Water Meter Water Meter Size Water Meter Price 1 485.00 1 ' /z"790.00 2"2800.00 3"3550.00 4"5420.00 6 8875.00 Engineering Inspections 60.00 River Crossing Fee 25.00 per drain unit. See attached Ordinance 97 -11 Engineering and Landscaping review fees will be billed separately. Please call the Yorkville Bristol Sanitary District for sanitary permit fees (630) 553 -7657 EXHIBIT H - MULTI - FAMILY PERMIT FEES A, New Construction Per Unit 5350.00 plus $0.15 per s,f. B. Remodeling Per Unit 175.00 plus $0.10 per 51 C. Detached Garage Per Unit without Electrical 50.00 D. Detached Garage Per Unit with Electrical 100.00 E. Temporary to Start Construction 25% of Rill permit fee, not to be applied to the full permit fee F. Temporary Certificate of Occupancy when Requested by 50 per unit (non - refundable) Lhe Builder when Circumstances Do Not Warrant ALL OTHER USE GROUPS A. New Construction 750.00 plus $0.20 per square foot B. Additions 500.00 plus $0.20 per square.foot C. Remodeling 350.00 plus $0.10 per square foot D. Temporary to Start Construction 25% of full permit fee, not to be applied to the full permit fee E. Temporary Certificate of Occupancy when Requested by 200.00 (non - refundable) the Builder when Circumstances Do Not Warrant NOTE: Building permit fee does not include the plan review fee for the "multiple- family residential use group" and "other use group" categories. The plan review fee will be based on the schedule following the permit fees, Plan review fees to the inspection firm will be paid at the same time as the building permit fee. EXHIBIT H PLANREJ17EW FEES (Mav vary due to outside consuliant'sfee schedules.) BUILDING CODE Building Size Fee 1 to 60,000 cubic feet 355.00 60,001 to 80,000 cubic feet 400.00 80,001 to 100,000 cubic feet 475.00 100,001 to 150,000 cubic feet 550.00 150,001 to 200,000 cubic feet 650.00 over 200,000 cubic feet 650.00 + $ 6.50 per 10,000 cubic feet over 200,000 REMODELmTG PLAN REVIFW 1/2 of Plan Review Fee Listed Above ELECTRICAL, MECHANICAL, OR PLUMBING PLAN REVIEW ONLY 1/4 of Plan Review Fee Listed Above FIRE DE'T'ECTION /ALARM SYSTEMS 115.00 per.10,000 square feet of floor area FIRE SPRINKLER SYSTEMS Number of Sprinklers Pipe Schedule Hydraulic Calculated Up to 200 250.00 500.00 201 -300 300.00 575.00 301 -500 400.00 775.00 Over 500 450.00 850.00 PLUS, for each Sprinkler over 500:0.60 /each 0.95 /each ALTERNATE FIRE SUPPRESSION SYSTEMS Standpipe 175.00 per Standpipe Riser No charge with Sprinkler Review) Specialized Extinguisher Agent (Dry or Other Chemical Agent) 125,00 per 50 pounds Hood & Duct Cooking Extinguisher Agent 150.00 flat rate per system. NOTE: if any plan has to be sent to an outside consultant other than the inspection firm, the outside consultant's fee(s) will be charged and that fee paid directly to the outside consultant. I Product(s):SubTrib_Aurora Beacon News, Publicnotices.com AdSize(s):1 Column Run Date(s):Friday, March 18, 2022 Zone:Full Run Color Spec.B/W Preview Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/gov_officials.php Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: See attached memorandum. Reviewed By: Legal Finance Engineer City Administrator Purchasing Manager Community Development Police Public Works Parks and Recreation Agenda Item Number Planning and Zoning Commission #1 Tracking Number PZC 2022-02 and EDC 2022-20 Bricolage Wellness – Windmill Farms PUD (Rezoning) City Council – April 26, 2022 PZC – 04/13/22 Moved forward to City Council agenda. PZC 2022-02 & EDC 2022-20 Majority Vote Proposed professional services office on a parcel within the former Windmill Farms Development. Krysti J. Barksdale-Noble, AICP Community Development Name Department REQUEST SUMMARY: The petitioner, Dawn Leprich-Graves, on behalf of BW Properties Holdings, LLC (dba Bricolage Wellness, PLLC), is the contract purchaser of an approximately 1.17-acre parcel located at 8721 Route 126 seeking rezoning approval. The property was included in the previously approved Windmill Farms Annexation and Planned Unit Development Agreement, which permitted certain land uses consistent with those found in the R-4 General Multi-Family Residence District and B-3 General Business zoning districts. The petitioner seeks to utilize the existing one-and-a-half story residential structure on the parcel as a professional office providing counselling and therapeutic services. The requested new zoning of B-3 General Business District would be consistent with the recently rezoned 7.5-acre parcel immediately to the west and remove the remnant Planned Unit Development zoning established as part of the Windmill Farms agreement. Below is a map of the subject property and the overall boundary of the Windmill Farms PUD. PLANNING & ZONING COMMISSION ACTION: The Planning and Zoning Commission reviewed the Petitioner’s requests at a public hearing held on April 13, 2022 and made the following action on the motions below: In consideration of testimony presented during a Public Hearing on April 13, 2022 and approval of the findings of fact, the Planning and Zoning Commission recommends approval to the City Council of a request for a map amendment to rezone the property located at 8721 Route 126 from Planned Unit Development (PUD) to B-3 General Business District. Action Item: Olson– aye; Millen – aye; Williams – aye; Horaz – aye; Hyett – aye 5 ayes; 0 nay ATTACHMENTS: 1.Draft Ordinance 2.Memorandum to Planning and Zoning Commission dated April 6, 2022 3.Petitioner Rezoning Application 4.Ordinance 2008-40 - Windmill Farms Annexation and PUD Agreement 5.Ordinance 2008-42 – Windmill Farms Rezoning Ordinance 6.Public Hearing Notice Memorandum To: City Council From: Krysti J. Barksdale-Noble, Community Development Director CC: Bart Olson, City Administrator Jason Engberg, Senior Planner Date: April 12, 2022 Subject: PZC 2022-02 Bricolage Wellness – 8721 Route 126 (Rezoning) Proposed Professional Services Office Use Ordinance No. 2022-____ Page 1 STATE OF ILLINOIS ) ) ss. COUNTY OF KENDALL ) Ordinance No. 2022-_____ AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, APPROVING THE REZONING TO THE B-3 GENERAL BUSINESS ZONING DISTRICT OF THE PROPERTY LOCATED AT 8721 ROUTE 126 AND REPEAL OF ORDINANCE 2008-42 AS IT APPLIES TO THE PROPERTY (BW Properties Holdings, LLC/Bricolage Wellness, PLLC) WHEREAS, the United City of Yorkville (the “City”) is a duly organized and validly existing non home-rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and, WHEREAS, BW Property Holdings, LLC/Bricolage Wellness, PLLC (the “Applicant”) is the contract purchaser of an approximately 1.17 acre parcel located at 8721 Route 126 ( the “Subject Property”) within the corporate limits of the City legally described in Section 2 and as shown on Exhibit A attached hereto and made a part hereof, and is seeking rezoning of the Subject Property into the B-3 General Business District; and, WHEREAS, the Subject Property was annexed to the City and zoned pursuant to Ordinance No. 2008-42, AN ORDINANCE REZONING CERTAIN PROPERTY IN FURTHERANCE OF AN ANNEXATION AGREEMENT (Windmill Farms) recorded with the Kendall County Recorder’s Office on July 12, 2008 as document 200800016876 into the Planned Unit Development Zoning District; and, WHEREAS, the City in the adoption of its revised Zoning Ordinance and Zoning Map by Ordinance 2014-73, entitled AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, AUTHORIZING THE ADOPTION OF A NEW AMENDED Ordinance No. 2022-____ Page 2 YORKVILLE ZONING ORDINANCE, adopted November 25, 2014, repealed the Planned Unit Development Zoning District; and, WHEREAS, with the deletion of the Planned Unit Development Zoning District, the Zoning Ordinance adopted as Ordinance No. 2008-42 is no longer valid and can be repealed to clarify the zoning of the Subject Property; and, WHEREAS, the Applicant desires to rezone the Subject Property into the B-3 General Business District; and, WHEREAS, the Planning and Zoning Commission convened and held a public hearing on April 13, 2022, to consider the rezoning after publication of notice and notice to property owners within five hundred (500) feet of the Subject Property; and, WHEREAS, the Planning and Zoning Commission reviewed the standards set forth in Section 10-4-10B.4 and made findings of fact and recommendation to the Mayor and City Council (the “Corporate Authorities”) for approval of the rezoning; and, WHEREAS, the Corporate Authorities have received and considered the recommendation of the Planning and Zoning Commission. NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1: The above recitals are incorporated herein and made a part of this Ordinance. Section 2: That the Corporate Authorities hereby approve the rezoning of the Subject Property, legally described as: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER 1,995.6 FEET TO THE CENTERLINE OF ILLINOIS ROUTE 71; THENCE NORTHEASTERLY ALONG SAID CENTERLINE OF ILLINOIS ROUTE 71, 1,411.3 FEET TO THE Ordinance No. 2022-____ Page 3 CENTERLINE EXTENDED NORTHWESTERLY OF THE PUBLIC ROAD RUNNING SOUTHEASTERLY FROM SAID ILLINOIS ROUTE 71, COMMONLY KNOWN AS WING ROAD; THENCE SOUTHEASTERLY ALONG THE EXTENDED CENTERLINE AND THE CENTERLINE OF SAID PUBLIC ROAD, BEING ALONG A LINE THAT FORMS AN ANGLE OF 93 DEGREES 25 MINUTES TO THE RIGHT WITH THE PROLONGATION NORTHEASTERLY OF THE TANGENT TO THE CENTERLINE OF SAID ILLINOIS ROUTE 71 AT THE LAST DESCRIBED POINT, 761 FEET FROM THE POINT OF BEGINNING; THENCE SOUTHWESTERLY ALONG A LINE THAT FORMS AN ANGLE OF 79 DEGREES 47 MINUTES TO THE RIGHT WITH THE PROLONGATION OF THE LAST DESCRIBED LINE 265.6 FEET TO THE CENTERLINE OF ILLINOIS ROUTE 126; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE OF ILLINOIS ROUTE 126 TO THE CENTERLINE OF THE EASTERLY FORK OF THE PUBLIC ROAD AFORESAID WHICH RUNS SOUTHEASTERLY FROM SAID ILLINOIS ROUTE 71; THENCE NORTHWESTERLY ALONG THE CENTERLINE OF SAID PUBLIC ROAD TO THE POINT OF BEGINNING; IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. with Property Index Number 05-03-300-007 into the B-3 General Business District. Section 3: That pursuant to the recitals stated above, Ordinance No. 2008-42, AN ORDINANCE REZONING CERTAIN PROPERTY IN FURTHERANCE OF AN ANNEXATION AGREEMENT (Windmill Farms) be and is hereby repealed as it applies to the Subject Property and this Ordinance is recorded only for the purpose of repeal of that ordinance. The zoning approved by this Ordinance does not require the recording of this Ordinance and the Zoning Map of the City shall be changed to show the zoning changes as adopted herein that may be amended in the future pursuant to the United City of Yorkville Zoning Ordinance without repeal of this Ordinance. Section 5: This Ordinance shall be in full force and effect upon its passage, approval, and publication as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2022. ______________________________ CITY CLERK Ordinance No. 2022-____ Page 4 KEN KOCH _________ DAN TRANSIER _________ ARDEN JOE PLOCHER _________ CRAIG SOLING _________ CHRIS FUNKHOUSER _________ MATT MAREK _________ SEAVER TARULIS _________ JASON PETERSON _________ APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2022. ______________________________ MAYOR Ordinance No. 2022-____ Page 5 EXHIBIT A SUMMARY: The petitioner, Dawn Leprich-Graves, on behalf of BW Properties Holdings, LLC (dba Bricolage Wellness, PLLC), is the contract purchaser of an approximately 1.17-acre parcel located at 8721 Route 126 seeking rezoning approval. The property was included in the previously approved Windmill Farms Annexation and Planned Unit Development Agreement, which permitted certain land uses consistent with those found in the R-4 General Multi-Family Residence District and B-3 General Business zoning districts. The petitioner seeks to utilize the existing one-and-a-half story residential structure on the parcel as a professional office providing counselling and therapeutic services. The requested new zoning of B-3 General Business District would be consistent with the recently rezoned 7.5-acre parcel immediately to the west and remove the remnant Planned Unit Development zoning established as part of the Windmill Farms agreement. Below is a map of the subject property and the overall boundary of the Windmill Farms PUD. Memorandum To: Planning and Zoning Commission From: Krysti J. Barksdale-Noble, Community Development Director CC: Bart Olson, City Administrator Jason Engberg, Senior Planner Date: April 6, 2022 Subject: PZC 2022-02 Bricolage Wellness – 8721 Route 126 (Rezoning) PUBLIC HEARING: Proposed Professional Services Office Use PROPERTY BACKGROUND: As stated, the subject property was zoned within the Planned Unit Development (PUD) District with B-3 General Business District and R-4 General Multi-Family Residence District land uses, as part of the Windmill Farms’ annexation approved in 2008 per Ordinance 2008-40. Per Exhibit “E” of Ord. 2008- 40, the approximately 91-acre site, of which the subject parcel is included, was to be developed with a mix of residential and commercial land uses. The annexation and concept site plan were the only approvals granted for the Windmill Farms development. Although zoned with underlining commercial and multi- family land uses since 2008, the subject property continued to be utilized as a residential dwelling originally constructed in 1948 until being placed on the market for sale this year. Per the City Attorney, since the Windmill Farms Planned Unit Development was never formalized by final plat of subdivision, and with the passage of time, the approved concept plan for the development is no longer valid. Therefore, concurrent with this rezoning request, a separate Annexation and PUD agreement amendment has been requested that will invalidate the former PUD zoning classification and removes the provisions of the concept plan from the subject property. This process is identical to the 2019 rezoning approval for two (2) parcels totaling 16.21-acres, also part of the Windmill Farms PUD, purchased by Hively Landscaping. SITE ANALYSIS: The following table and map illustrate the current zoning and land uses of the entire 91-acre Windmill Farms PUD, including the subject property: Zoning Land Use North B-3 General Business District Vacant Farm Land South R-4 General Multi-Family Residence District Vacant Farm Land East B-3 General Business District Vacant Farm Land/Religious Institution West B-3 Business Vacant Farm Land Zoning The proposed professional services office is outright permitted within the requested B-3 General Business District zoning. The B-3 zoning is also consistent with the underling zoning of the subject property established by the PUD, as the current residential land use is considered legally non-conforming. Further, the requested zoning is in keeping with the trend of development within the area immediately surrounding the subject property since seventy-five percent (75%) of the properties are zoned B-3. The most recent occurred in 2019 when Hively Landscaping petitioned to have the parcel directly north of the subject property rezoned form PUD to the B-3 General Business District for a commercial landscaping and greenhouse business. Comprehensive Plan (Future Land Use) The subject property’s future land use is classified as “Estate/Conservation Residential (ERC)” which is intended to provide flexibility for residential design in areas that can accommodate low-density detached single-family housing but also include sensitive environmental and scenic features that should be retained and enhanced. This land use category was implemented as a “holding” classification for those areas, particularly on the outskirts or along the perimeter of the City’s corporate boundaries, that had an entitlement plan approved but lacked the public infrastructure to support the development of the land within the 10-year timeline of the 2016 Comprehensive Plan Update. As conditions change, reevaluation of this guiding document is necessary and anticipated. Therefore, if the rezoning request is approved, an amendment to the Comprehensive Plan Future Land Use map will be required. This will provide a documentation of the change in the City’s approval of the development conditions related to this property and align the proposed B-3 zoned parcel with a future land use designation suitable for the professional services office land use, such as “Destination Commercial (DC)”. The “Destination Commercial” future land use, as defined in the 2016 Comprehensive Plan Update, is intended for a variety of low-scaled auto oriented commercial uses, including offices. Proposed Professional Services Office Use Bricolage is a professional therapeutic wellness center providing office-based and telehealth care for their patients. As the contract purchaser, Bricolage proposes to repurpose the existing one-and-a-half story residential structure as their third location for counselling and therapeutic professional services. Their other locations are in Lombard and the Chicago Lakeview/Lincoln Park area. Currently, the petitioner is not seeking to substantially redevelop the property but may seek to construct an addition and expand/restripe the existing asphalt parking area. The existing residential structure is newly remodeled and has three-bedrooms, one bath, a dormer- style upper level and full unfinished basement consisting of 900 square feet. Per Section 10-16-3: Off Street Parking in the Zoning Ordinance, the minimum required parking spaces for office uses in the B-3 zoning district is 2 per 1,000 square feet, requiring 2 parking spaces for the property. The existing asphalt parking pad can easily accommodate the required off street parking stalls. The following chart illustrates the minimum required yard setbacks for buildings/structures within the B-3 General Business District: Minimum Requirement Existing Setback Front (IL Rte. 126) 50 feet +/- 26’ (approx. 50’ to roadway) Rear (Wing Road) 20 feet +/- 26’ Corner Side (Wing Road/IL Rte. 126) 30 feet +/- 150’ Interior Side 30 feet +/- 68’ Additionally, parking lots within the B-3 zoning district must maintain a minimum of 20 feet setback from the property line when located adjacent to a major arterial roadway. While the existing parking pad (exclusive from the driveway) overhangs a portion of the property line, the paved area is approximately 25 feet from the asphalt edge of IL Route 126 (Schoolhouse Road). Wing Road is not considered a major arterial roadway. Utilities There are no nearby public utilities (water, sewer) in this area. The petitioner will utilize an existing well and septic field for the on-site needs of the property. Per City Code, however, once utilities are available within 250’ of the subject property, they are required to connect to city water and sewer. Access/Transportation The subject property has convenient right-in and right-out access off of IL Route 126 (School House Road) and full access off of Wing Road. Each access point leading to the newly widened and reconstructed IL Route 71. FINDINGS OF FACT FOR REZONING: Section 10-4-10-B of the City’s Zoning Ordinance establishes criteria for findings of fact related to rezoning (map amendment) requests. When the purpose and affect 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 existing uses and zoning of nearby property. 2. The extent to which the property values are diminished by the particular zoning restrictions. 3. The extent to which the destruction of the property values of plaintiff promotes the health, safety, morals or general welfare of the public. 4. The relative gain to the public as compared to the hardship imposed upon the individual property owner. 5. The suitability of the subject property for the zoned purpose. 6. The length of time the property has been vacant as zoned considered in the context of land development in the area in the vicinity of the subject property. 7. The community need for the proposed use. 8. The care to which the community has undertaken to plan its land use development. The petitioner has provided written responses to these findings as part of their application (see attached) and requests inclusion of those responses into the public record at the April 13, 2022 Planning and Zoning Commission meeting. STAFF COMMENTS: Staff is supportive of the proposed rezoning; even though, if approved, would require an amendment to the Comprehensive Plan Update. Our recommendation is in consideration of the length of time the area has remained undeveloped under the current concept plan and zoning. This is in addition to the existing annexation agreement not correctly approving a special use authorizing a PUD for the Windmill Farm development and the recent rezoning of the adjacent parcel for the same requested B-3 zoning. PROPOSED MOTION: In consideration of testimony presented during a Public Hearing on April 13, 2022 and approval of the findings of fact, the Planning and Zoning Commission recommends approval to the City Council of a request for a map amendment to rezone the property located at 8721 Route 126 from Planned Unit Development (PUD) to B-3 General Business District and further subject to {insert any additional conditions of the Planning and Zoning Commission}… ATTACHMENTS: 1. Petitioner Rezoning Application 2. Ordinance 2008-40 - Windmill Farms Annexation and PUD Agreement 3. Ordinance 2008-42 – Windmill Farms Rezoning Ordinance 4. Public Hearing Notice 200800 Filed for Record in KENDALL COUNTYP ILLINOIS STATE OF ILLINOIS RENNETTA S MICY,ELSON 07 -17 -2008 At 09:50 am. ss.ORDINANCE 102.00 COUNTY OF KENDALL RHSP Surcharge 10.00 Ordinance No. 2008 - 'kO AN ORDINANCE AUTHORIZING THE EXECUTION OF AN ANNEXATION AND PLANNED UNIT DEVELOPMENT AGREEMENT Windmill Farms) WHEREAS, it is prudent and in the best interest of the United City of Yorkville, Kendall County, Illinois, to enter into a certain Annexation and Planned Unit Development Agreement pertaining to the annexation of real estate described on Exhibit A attached thereto and made a part hereof; and, WHEREAS, said Annexation and Planned Unit Development Agreement has been reviewed, discussed and considered by the City Council; and, WHEREAS, the legal owners of record of the territory which is the subject of said Agreement are ready, willing and able to enter into said Agreement and to perform the obligations as required hereunder; and, WHEREAS, the statutory procedures as set forth in 65 ILCS 5111- 15.1 -1, pertaining to i i the approval and execution of annexation and planned unit development agreement have been fully satisfied; and, WHEREAS, the property is contiguous to the existing boundaries of the City. NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the I United City of Yorkville that the City Code of the City of Yorkville be amended as follows: Section 1. The Mayor and City Council hereby approve the Annexation and Planned Unit Development Agreement a copy of which is attached to this Ordinance (the "Annexation and Planned Unit Development Agreement"), pertaining to the real estate legally described on Exhibit ,4 also attached hereto. Section 2. The Mayor and City Clerk are herewith authorized and directed to execute, on behalf of the City, said Annexation and Planned Unit Development Agreement and the Clerk is further directed to file said Annexation and Planned Unit Development Agreement with the Kendall County Recorder's Office. Section 3. This Ordinance shall be in full force and effect immediately from and after its passage and approval according to law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois, this day of A.D. 2008. v City Clerk ROBYN SUTCLIFF JOSEPH BESCO ARDEN JOE PLOCHER WALLY WERDERICH GARY GOLINSKI MARTY MUNNS ROSE SPEARS 2 APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this A ?7 day of Ma t4 A.D. 2008. Mayor 3 EXHIBIT A LEGAL DESCRIPTION THAT PART OF THE WEST HALF OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SAID SECTION 3; THENCE SOUTH 00 L4'45" EAST, ALONG THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3, L284.36 FEET; THENCE SOUTH 89 0 50'00" WEST, 684.42 FEET THENCE NORTH 09 0 30'00" WEST, 592.27 FEET; THENCE SOUTH 57 °33'55" WEST, 327.57 FEET TO THE EASTERLY LINE OF WING ROAD; THENCE NORTH 21'52'29" WEST, ALONG SAID EASTERLY LINE, 705.85 FEET TO THE SOUTHERLY RIGHT -OF -WAY LINE OF ILLINOIS ROUTE 71 FOR THE POINT OF BEGINNING; THENCE SOUTH 21'52'29" EAST, ALONG SAID EASTERLY LINE, L19.0. FEET; THENCE NORTH 68 °07'31" EAST, PERPENDICULAR TO SAID EASTERLY LINE, 211.0 FEET; THENCE NORTH 21 52'29" WEST, P ARALLEL WITH SAID EASTERLY LINE, 131.87 FEET TO SAID SOUTHERLY RIGHT -OF -WAY LINE OF ILLINOIS ROUTE 71; THENCE SOUTHWESTERLY, ALONG SAID SOUTHERLY RIGHT -OF -WAY LINE, BEING A CURVE TO THE RIGHT WITH A RADIUS OF 11509.16 FEET, AN ARC DISTANCE OF 21139 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS AND CONTAINING 0.6060 ACRE. THAT PART OF THE WEST HALF OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SAID SECTION 3; THENCE SOUTH 00 °14'45" EAST, ALONG THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3,1284.36 FEET, THENCE SOUTH 89 °50'00" WEST, 684.42 FEET; THENCE NORTH 09 °30'00" WEST, 592.27 FEET FOR THE POINT OF BEGINNING; THENCE SOUTH 57 °33'55" WEST, 32757 FEET TO THE EASTERLY LINE OF WING ROAD; THENCE NORTH 21 °52'29" WEST, ALONG SAID EASTERLY LINE, 586.85 FEET TO A POINT ON SAID EASTERLY LINE WHICH IS 119.0 FEET (MEASURED ALONG SAID EASTERLY LINE) SOUTHEASTERLY OF THE SOUTHERLY RIGHT -OF -WAY LINE OF ILLINOIS ROUTE 71; THENCE NORTH 68 1 07'31" EAST, PERPENDICULAR TO SAID EASTERLY LINE, 211.0 FEET; THENCE NORTH 21 °52'29" WEST, P ARALLELLEL WITH SAID EASTERLY LINE, 131.87 FEET TO SAID SOUTHERLY RIGHT- OF-WAY LINE OF ILLINOIS ROUTE 71; THENCE NORTHEASTERLY, ALONG SAID SOUTHERLY RIGHT -OF- WAY LINE, BEING A CURVE TO THE LEFT WITH A RADIUS OF 11509.16 FEET, AN ARC DISTANCE OF 261.03 FEET TO A LINE DRAWN NORTH 09 °30'00° WEST FROM THE POINT OF BEGINNING; THENCE SOUTH 09 1 30'00" EAST, ALONG SAID LINE, 695.72 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS AND CONTAINING 5.6041 ACRES. THAT PART OF THE NORTH 1/2 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 3; THENCE SOUTH 0 DEGREES, 07 MINUTES, 44 SECONDS WEST ALONG THE EAST LINE OF SAID SOUTHWEST 1/4,1284.36 FEET; THENCE NORTH 89 DEGREES, 47 MINUTES, 31 SECONDS WEST, 684.42 FEET; THENCE NORTH 09 DEGREES, 32 MINUTES, 39 SECONDS WEST, 590.03 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSM BOYD BY A DEED DATED MATCH 25,1929 AND RECORDED DECEMBER 14,1938 IN DEED RECORD BOOK 88 ON PAGE 399; THENCE NORTH: 09 DEGREES, 05 MINUTES, 46 SECONDS WEST, 748.40 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE TIC. 71; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11,45920 FEET AND A RADIAL BEARING OF NORTH 26 DEGREES, 50 MINUTES, 30 SECONDS WEST AT THE LAST DESCRIBED POINT. 627.46; THENCE NORTH 60 DEGREES, 02 MINUTES, 30 SECONDS EAST ALONG SAID CENTER LINE, 332.0 FEET FOR A POINT OF BEGINNING; THENCE SOUTH 12 DEGREES, 27 MINUTES, 30 SECONDS EAST, 264.0 FEET: THENCE SOUTH 84 DEGREES, 27 MINUTES, 30 SECONDS EAST, 202.0 FEET: THENCE NORTH 0 DEGREES, 47MINUTES, 30 SECONDS WEST, 423.02 FEET TO SAID CENTER LINE: THENCE SOUTH 60 DEGREES, 02 MINUTES. 30 SECONDS WEST ALONG CENTER LINE, 291.76 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. THAT PART OF THE NORTHEAST, NORTHWEST AND SOUTHWEST QUARTERS OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER 1284.36 FEET; THENCE SOUTH 89 DEGREES 29 MINUTES 40 SECONDS WEST 680.30 FEET; THENCE NORTH 09 DEGREES 33 MINUTES 27 SECONDS WEST 10.0 FEET FOR A POINT OF BEGINNING; THENCE NORTH 09 DEGREES. 33 MINUTES 27 SECONDS WEST 579.63 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSIE BOYD BY A DEED DATED MARCH 25,1929 AND RECORDED DECEMBER 14,1938 IN DEED RECORD BOOK 88 ON PAGE 399; THENCE NORTH 09 DEGREES 05 MINUTES 24 SECONDS WEST ALONG THE EAST LINE OF SAID BOYD TRACT 748.57 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 71; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11, 45920 FEET AND A RADIAL BEARING OF NORTH 26 DEGREES 49 MINUTES 16 SECONDS WEST AT THE LAST DESCRIBED POINT 627.46 FEET, THENCE NORTH 60 DEGREES 02 MINUTES 30 SECONDS EAST ALONG SAIL) CENTER LINE 332.0 FEET; THENCE SOUTH 12 DEGREES 27 MINUTES 30 SECONDS EAST 264.0 FEET; THENCE SOUTH 84 DEGREES 27 MINUTES 30 SECONDS EAST 202.0 FEET; THENCE NORTH 00 DEGREES 42 N M TUTES 30 SECONDS WEST 423.02 FEET TO SAID CENTER LINE; THENCE NORTH 60 DEGREES 02 MINUTES 30 SECONDS EAST ALONG SAID CENTER LINE 412.69 FEET TO A LINE DRAWN NORTH 00 DEGREES 10 MINUTES 46 SECONDS EAST PARALLEL WITH TILE WEST LINE OF SAID NORTHEAST QUARTER, FROM A POINT ON THE SOUTH LINE OF SAID NORTHEAST QUARTER WHICH IS 598.62 FEET EASTERLY OF THESOUTHWESTCORNEROFSAIDNORTHEASTQUARTER: THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG SAID PARALLEL LINE 88056 FEEEr TO SAID SOUTH LINE; THENCE SOUTH 89 DEGREES 34 MINUTES 48 SECONDS WEST ALONG SAID SOUTH LINE 598.62 FEET TO SAID SOUTHWEST CORNER; THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG SAID EAST LINE 127536 FEET TO A LINE DRAWN SOUTH 89 DEGREES 40 MINUTES 33 SECONDS EAST FROM THE POINT OF BEGINNING; THENCE NORTH 89 DEGREES 40 MINUTES 33 SECONDS WEST 681.94 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS THAT PART OF THE SOUTHWEST 114 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: I ICI COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST 114; THENCE NORTH 0 DEGREES 08 MINUTES 09 SECONDS WEST ALONG THE WEST LINE OF SAID SOUTHWEST 1/4,798.60 FEET TO AN OLD CLAIM LINE; THENCE NORTH 57 DEGREES 59 MINUTES 05 SECONDS EAST ALONG SAID OLD CLAIM LINE 299.00 FEET FOR A POINT OF BEGINNING; THENCE SOUTH 1 DEGREE 51 MINUTES 32 SECONDS WEST, 402.10 FEET; THENCE SOUTH 59 DEGREES 55 MINUTES., 25 SECONDS EAST, 25651 FEET; THENCE NORTH 59 DEGREES 55 MINUTES 25 SECONDS EAST 355.65 FEET; THENCE NORTH 62 DEGREES 43 MINUTES 29 SECONDS EAST, 853.57 FEET; THENCE NORTH 33 DEGREES 24 MINUTES 40 SECONDS EAST,. 54227 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NUMBER 126; THENCE NORTHWESTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 2292.01 FEET AND A RADIAL BEARING OF SOUTH 29 DEGREES 23 MINUTES 51 SECONDS WEST AT THE LAST DESCRIBED POINT, 358.41 FEET TO A POINT WHICH IS 151.00 FEET, AS MEASURED ALONG SAID CENTER LINE, SOUTHEASTERLY OF THE INTERSECTION OF SAID CENTER LINE AND SAID OLD CLAIM LINE; THENCE SOUTH 45 DEGREES 05 MINUTES 49 SECONDS WEST, 265.70 FEET; THENCE SOUTH 73 DEGREES 54 MINUTES 28 SECONDS WEST, 102.86 FEET; THENCE SOUTH 84 DEGREES 11 MINUTES 54 SECONDS WEST, 280.96 FEET; THENCE NORTH 32 DEGREES 00 MINUTES 55 SECONDS WEST, 24.19 FEET TO SAID OLD CLAIM LIRE; THENCE SOUTH 87 DEGREES 59 MINUTES 05 SECONDS WEST ALONG SAID OLD CLAIM LINE 78992 FEET TO THE POINT OP BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. A PERPETUAL EASEMENT FOR THE OPERATION, MAINTENANCE AND USE OF A SEPTIC FIELD FOR THE BENEFIT OF PARCEL ONE HEREINABOVE DESCRIBED, UNDER AND UPON THE FOLLOWING DESCRIBED PARCEL OF REAL ESTATE CONTIGUOUS TO PARCEL ONE TO WIT: COMMENCING AT THE MOST NORTHERLY CORNER OF PARCEL ONE HEREINA13OVE DESCRIBED ON THE CENTER LINE OF ILLINOIS STATE ROUTE NUMBER 126; THENCE SOUTH 45 DEGREES 05 MINUTES 49 SECONDS WEST, 47.12 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF ILLINOIS STATE ROUTE NUMBER 126, FOR THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 45 DEGREES 05 MII IUTFS 49 SECONDS WEST, 105.0 FEET; THENCE NORTH 32 DEGREES 08 MINUTES 38 SECONDS WEST, 152.18 FEET; THENCE SOUTH 76 DEGREES 09 MINUTES 49 SECONDS EAST, 528 PEEP; THENCE SOUTH 70 DEGREES 39 MINUTES 49 SECONDS EAST, 158.65 FEET, TO THE POINT OP BEGINNING IN KENDALL TOWNSHIP, ALL IN KENDALL COUNTY ILLINOIS. THAT PART OF THE SOUTHWEST 114 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST 1/4; THENCE NORTHERLY ALONG THE WEST LINE OF SAID SOUTHWEST 1/4,798-60 FEET TO AN OLD CLAIM LINE; THENCE NORTHERLY ALONG SAD WEST LINE, 111827 FEET A POINT OF BEGINNING THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 28 DEGREES 33 MINUTES 54 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 22853 FEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 178 DEGREES 11 MINUTES 35 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 112.67 FEET TO A LINE DRAWN P ARALLEL WITH AND 160.0 FEET NORMALLY DISTANT, EASTERLY OF SAID WEST LINE; THENCE SOUTHERLY ALONG SAIL) P AT I EL LINE, 717.44 FEET TO SAID CLAIM LINE; THENCE NORTHEASTERLY ALONG SAD CLAIM LINE, 941.92 FEET TO A POINT ON A LINE DRAWN SOUTHWESTERLY, PERPENDICULAR TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 126 FROM A POINT ON SAID CENTER LINE WHICH IS 1049.70 FEET, AS MEASURED ALONG SAID CENTER LINE, SOUTHEASTERLY OF THE INTERSECTION OF SAD CENTER LINE WITH THE CENTER LINE OF ILLINOIS STATE ROUTE 71; THENCE NORTHEASTERLY TO SAID POINT ON SAID CENTER LINE OF ILLINOIS ROUTE 126 AFORESAID; THENCE NORTHWESTERLY ALONG SAID ROUTE 126 CENTER LINE AND TO SAID ROUTE 71 CENTER LINE; THENCE SOUTHWESTERLY ALONG SAID ROUTE 71 CENTER LINE, 3058 FEET TO SAID WEST LINE; THENCE SOUTHERLY ALONG SAID WEST LINE, 78.83 FEET, TO THE POINT OF BEGINNING (EXCEPTING THEREFROM THAT PART OF THE SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT HE SOUTHWEST CORN R OF SAID SECTION. 3; THENCE NORTH 00 DEGREES 00 MINUTES 38 SECONDS EAST, ON A BEARING REFEREN TO AN ASSUMED NORTH, 192521 FEET ON THE WEST LINE OF SAID SOUTHWEST 1/4; THENCE SOUTH 89 DEGREES 59 MINUTES 22 SECONDS EAST 58.55 FEET TO THE EXISTING SOUTHEASTERLY RIGHT OFF WAY LINE -OF A.FA.P. ROUTE 311 (IL ROUTE 71) AND THE POINT OF BEGINNING; THENCE NORTH 72 DEGREES 34 MINUTES 00 SECONDS EAST 3528 FEET ON SAID SOUTHEASTERLY RIGHT OF WAY LINE TO THE SOUTHERLY RIGHT OF WAY LINE OF S.B I. ROUTE 66 (IL ROUTE 126); THENCE SOUTH 70 DEGREES 08 MINUTES 35 SECONDS EAST 125.66 FEET ON SAID SOUTHERLY RIGHT OF WAY LINE; THENCE NORTH 81 DEGREES 09 MINUTES 04 SECONDS WEST 51.85 FEET; THENCE NORTH 76 DEGREES 30 MINUTES 40 SECONDS WEST 103.47 FEET TO THE POINT OF BEGINNING), IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. THAT PART OF THE SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWESTIA; THENCE NORTHERLY ALONG THE WEST LINE OF SAID SOUTHWEST 1/4,798.60 FEET TO AN OLD CLAIM LINE FOR A POINT OF BEGINNING; THENCE NORTHERLY ALONG SAID WEST LINE, 111827 FEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AND ANGI E OF 28 DEGREES 33 MINUTES 54 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURE) COUNTERCLOCKWISE THEREFROM, 22853 PEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 178 DEGREES 11 MINUTES 35 SECONDS WITH TILE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 112.67 FEET TO A LINE DRAWN P ARALLELEL WITH AN) 160.0 FEET NORMALLY DISTANT, EASTERLY OF SAID WEST LINE; THENCE SOUTHERLY ALONG SAID P ARALLEL LINE, 717.44 FEET TO SAID CLAIM LINE; THENCE SOUTHWESTERLY ALONG SAID CLAIM LINE, 188.42 FEET TO THE POINT OF BEGINNING, IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3. TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL. MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 71; THENCE NORTHEASTERLY ALONG THE SAID CENTER LINE OF ILLINOIS ROUTE 71, 1411.3 FEET TO THE CENTER LINE EXTENDED NORTHWESTERLY OF TIED PUBLIC ROAD RUNNING SOUTHEASTERLY FROM SAID ILLINOIS ROUTE 71, COMMONLY KNOWN AS WING ROAD; THENCE SOUTHEASTERLY ALONG TILE EXTENDED CENTER LINE AND THE CENTER LINE OF SAID PUBLIC ROAD, BEING ALONG A LINE THAT FORMS AN ANGLE OF 93 DEGREES 25' TO THE RIGHT WITH THE PROLONGATION NORTHEASTERLY OF THE TANGENT TO THE CENTER LINE OF SAID ILLINOIS ROUTE 71 AT THE LAST DESCRIBED POINT, 761 FEET FOR THE POINT OF BEGINNING; THENCE SOUTHWESTERLY ALONG A LINE THAT FORMS AN ANGLE OF 79 DEGREES 47' TO THE RIGHT WITH THE PROLONGATION OF THE LAST DESCRIBED LINE 265.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 126; THENCE SOUTHEASTERLY ALONG SAID CENTER LINT OF ILLINOIS ROUTE 126 TO THE CENTER LINE OF THE EASTERLY FORK OF THE PUBLIC ROAD AFORESAID WHICH RUNS SOUTHEASTERLY FROM SAID ILLINOIS ROUTE 71; THENCE NORTHWESTERLY ALONG THE CENTER LINE OF SAID PUBLIC ROAD TO THE POINT OF BEGINNING; TO THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. GRANTEE HEREBY ASSUMES AND AGREES TO PAY THE UNPAID BALANCE ON THE EXISTING MORTGAGE RECORDED IN BOOK PAGE, THE DEBT SECURED THEREBY AND ALSO HEREBY ASSUMES -THE OBLIGATIONS UNDER THE TERN OF THE INSTRUMENTS CREATING THE LOANS DOCUMENT NO. 79-1053. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE - NORTH 00 DEGREES 08 MINUTES 14 SECONDS WEST ALONG -THE WEST LINE OF SAID SOUTHWEST QUARTER, - 1,995.75 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 71; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID CENTER LINE 30A5 FEET TO THE POINT OF INTERSECTION OF SAID CENTER LINE WITH CENTER LINE OF ILLINOIS STATE ROUTE NO. 126 FOR THE POINT OF BEGINNING; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID ROUTE 71 CENTER LINE 230.67 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO -THE. LEFT HAVING A RADIUS OF 11,45920 FEET WHICH IS TANGENT TO THE LAST DESCRIBED COURSE AT THE LAST DESCRIBED POINT AT THE LAST DESCRIPTION POINT, 1,141.60 FEET TO THIN INTERSECTION WITH THE- CENTER LINE EXTENDED NORTHWESTERLY OF WING ROAD; THENCE SOUTH 21 DEGREES 30 MINUTES 13 SECONDS EAST ALONG SAID WING ROAD CENTER LINE 761.0 FEET: THENCE SOUTH 58 DEGREES 16 MINUTES 47 SECONDS WEST 26535 FEET TO SAID ROUTE 126 CENTER LINE; THENCE NORTHWESTERLY ALONG SAID ROUTE 126 CENTER LINE BEING ALONG A CURVE TO THIN LEFT AND HAVING A RADIUS OF 2,292.01 FEET WHICH IS TANGENT TO A LINE DRAWN NORTH 72 DEGREES 57 MINUTES 06 SECONDS WEST FROM THE LAST DESCRIBED POINT 147.93 FEET; THENCE NORTH 16 DEGREES 38 MINUTES 49 SECONDS WEST ALONG SAID ROUTE 126 CENTERLINE 850.98 FEET; THENCE NORTHWESTERLY ALONG SAID ROUTE 126 CENTERLINE BEING ALONG A CURVE TO THE RIGHT AND HAVING A RADIUS OF 2,148.79 FEET WHICH IS TANGENT TO THE LAST DESCRIBED COURSE AT THE LAST DESCRIBED POINT, 38353 FEET TO THIN POINT OF BEGINNING, EXCEPTING THEREFROM THAT PART DESCRIBED AS FOLLOWS: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36- NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE - SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 00 DEGREES 08 MINUTES 14 SECONDS WEST ALONG -THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.75 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE 71; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID ROUTE 71 CENTER LINE 261.12 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 15,45920 FEET WHICH IS TANGENT TO THE LAST- DESCRIBED COURSE 1141.60 FEET TO THE INTERSECTION- WITH THE CENTER LINE EXTENDED NORTHWESTERLY OF WING ROAD FOR THE POINT OF BEGINNING(THENCE SOUTH 21 DEGREES 30 MINUTES 13 SECONDS EAST ALONG SAID WING ROAD CENTER LINE 258.05 FEET; THENCE SOUTH 58 DEGREES 29 MINUTES 47 SECONDS WEST 200.0 FEET; THENCE NORTH 21 DEGREES 30 MINUTES 13 SECONDS WEST PARALLEL WITH SAID WING ROAD CENTER LINE 250.0 FEET TO SAID ROUTE 71 CENTER LINE; THENCE NORTHEASTERLY ALONG SAID ROUTE71 CENTER LINE 200.16 FEET TO THE POINT OF BEGINNING, IN THE UNITED CITY OF YO RKVIL F , KENDALL COUNTY, (ILLINOIS, AND ALSO EXCEPTING, THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3 IN TOWNSHIP 38 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, KENDALL COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS WITH BEARINGS REFERENCED TO THE ILLINOIS STATE PLANE COORDINATE SYSTEM EAST ZONE (NAD83): COMMENCING AT THIN SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 3; THENCE NORTH 01 DEGREE 35 MINUTES 30 SECONDS WEST, 1,995.04 FEET ALONG THIN WEST LINE OF SAID SOUTHWEST 1/4 TO THE CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED IL 71; THENCE NORTH 69 DEGREES 55 MINUTES 19 SECONDS EAST, 31.52 FEET ALONG SAID CENTERLINE TO THE POINT OF BEGINNING PROM THE POINT OF BEGINNING; THENCE NORTH 69 DEGREES 55 MINUTES 19 SECONDS EAST, 230.66 FEET ALONG SAID CENTERLINE; THENCE NORTHEASTERLY, 94056 FEET ALONG AN 11,479.02 FOOT RADIUS CURVE TO THE LEFT WAVING A CHORD BEARING NORTH 67 DEGREES 34 MINUTES 29 SECONDS EAST, 94031 FEET; THENCE SOUTH 22 DEGREES 56 MINUTES 31 SECONDS EAST, 60.03 FEET; THENCE SOUTHWESTERLY, 418.10 FEET ON AN 11,539.02 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING SOUTH 66 DEGREES 16 MINUTES 29 SECONDS WEST, 418,08 FEET; THENCE SOUTH 59 DEGREES 24 MINUTES 09 SECONDS WEST, 71.10 FEET; THENCE SOUTH 25 DEGREES 14 MINUTES 24 SECONDS WEST, 6052 FEINT; THENCE SOUTHEASTERLY, 570.87. FEET ON AN 675.00 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING SOUTH 55 DEGREES 22 MINUTES 46 SECONDS EAST, 560.80 FEET; THENCE SOUTH 74 DEGREES 04 MINUTES 13 SECONDS EAST. 274.41 FEINT; THENCE SOUTH 64 DEGREES 05 MINUTES 29 SECONDS EAST, 35.85 FEET; THENCE SOUTH 55 DEGREES 49 MINUTES 00- SECONDS WEST, 64.56 FEINT TO THE CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED EL 126; THENCE NORTHWESTERLY, 162.08 FEET ON SAID CENTERLINE BEING A 2,29L.64 FOOT RADIUS CURVE TO TILE LEFT HAVING A CHORD BEARING NORTH 76 DEGREES 16 MINUTES 12 SECONDS WEST, 162.05 FEET; THENCE NORTH 78 DEGREES 17 MINUTES 46 SECONDS WEST, 35737 FEET ON SAID CENTERLINE; THENCE NORTH 53 DEGREES 52 MINUTES 46 SECONDS WEST, 96.76 FEET TO THE EXISTING NORTHERLY RIGHT OF WAY LIME OF IL 126; THENCE NORTHWESTERLY, 297.03 FEET ON A 990.00 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING NORTH 45 DEGREES 17 MINUTES 03 SECONDS WEST, 295.92 FEET; THENCE NORTH 36 DEGREES 39 MINUTES 21 SECONDS WEST, 23.77 FEET; THENCE NORTH 77 DEGREES 19 MINUTES 36 SECONDS WEST, 64.74 FEET; THENCE SOUTH 69 DEGREES 03 I MINUTES 36 SECONDS WEST, 100,61 FEET; THENCE SOUTH 69 DEGREES 55 MINUTES 52 SECONDS WEST, 149.98 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF SAID IL 71; THENCE SOUTH 65 DEGREES 32 MINUTES 40 SECONDS WEST, 113.94 FEET TO THE CENTERLINE OF SAID IL 126; THENCE NORTHWESTERLY, 119.55 FEET ON SAID CENTERLINE BEING A 2,17059 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING NORTH 69 DEGREES 20 MINUTES 17 SECONDS WEST, 119.54 FEET TO THE POINT OF BEGINNING. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 07'44 "EAST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER 1236.84 FEET TO A POINT ON SAID EAST LINE WHICH IS 1284.36 FEET SOUTH OF THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 89 °47'31" WEST, 684.42 FEET; THENCE NORTH 09 °32'39" WEST, 590.03 FEETTOTHESOUTHEASTCORNEROFATRACTOFLANDCONVEYEDTOELSIEBOYDBYDEEDDATEDMARCH 25, 1929 AND RECORDED DECEMBER 14, 1938 IN DEED RECORD 88 ON PAGE 399, FOR THE POINT OF BEGINNING; THENCE SOUTH 57 °58'56" WEST ALONG THE SOUTHERLY LINE OF SAID BOYD TRACT AND SAID SOUTHERLY LINE EXTENDED 352.89 FEET TO THE CENTER LINE OF WING ROAD; THENCE SOUTH 21 EAST ALONG SAID CENTERLINE 131.00 FEET; THENCE NORTH 57 °58'56" EAST PARALLEL WITH SAID SOUTHERLY LINE 32358 FEET TO A POINT WHICH IS SOUTH 09 °32'39" EAST, 139.37 FEET FROM THE POINT OF BEGINNING; THENCE NORTH 09 92'39" WEST, 139.37 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 7L; THENCE EASTERLY ALONG SAID CENTER LINE 322 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 126; THENCE SOUTHEASTERLY ALONG SAID CENTER LINE OF ILLINOIS ROUTE 126,1049.7 FEET FOR THE POINT, OF BEGINNING; THENCE SOUTHWESTERLY AT RIGHT ANGLES TO SAID CENTER LINE, 339.9 FEET TO AN OLD CLAIM LINE; THENCE NORTHEASTERLY ALONG SAID OLD CLAIM LINE WHICH MAIDS AN ANGLE OF 44'21' (MEASURED CLOCKWISE FROM THE LAST DESCRIBED COURSE) 468.6 FEET TO THE CENTER LINE OF SAID ILLINOIS ROUTE 126; THENCE NORTHWESTERLY ALONG SAID CENTER LINE 328.1 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS.EXCEPT THEREFROM THE BELOW DESCRIBED PARCEL: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, KENDALL COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS WITH BEARINGS REFERENCED TO THE ILLINOIS STATE PLANE COORDINATE SYSTEM EAST ZONE (NAD83): COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 3; THENCE NORTH 01 DEGREE 35 MINUTES 30 SECONDS WEST, 1,995.04 FEET ALONG THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3 TO THE 'CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED IL 71; THENCE NORTH 69 DEGREES 55 MINUTES 19 SECONDS EAST, 31.52 FEET ALONG SAID CENTERLINE TO THE CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED IL 126; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE, 399.15 FEET ALONG A 2,17059 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING OF SOUTH 73 DEGREES 01 MINUTE 41 SECONDS EAST, 39858 FEET THENCE SOUTH 78 DEGREES 17 MINUTES 46 SECONDS EAST, 64936 FEET ALONG SAID CENTERLINE TO THE POINT OF BEGINNING. FROM THE POINT OF BEGINNING, THENCE SOUTH 78' DEGREES 17 MINUTES 46 SECONDS EAST, 172.16 FEET ALONG SAID CENTERLINE; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE, 162.08 FEET ALONG A 2,291,64 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING OF SOUTH 76 DEGREES 16 MINUTES 12 SECONDS EAST, 162.05 FEET; THENCE SOUTH 56 DEGREES 32 MINUTES 11 SECONDS WEST, 65.63 FEET; THENCE NORTH 74 DEGREES 04 MINUTES 13 SECONDS WEST, 5.13 FEET; THENCE NORTH 65 DEGREES 29 MINUTES 14 SECONDS WEST, 5057 FEET, TO THE SOUTHERLY RIGHT OF WAY LINE OF IL 126; THENCE NORTHWESTERLY, 61.11 FEET ON SAID RIGHT OF WAY LINE BEING ON A 2,251.64 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING OF NORTH 77 DEGREES 31 MINUTES 09 SECONDS WEST, 61.11 FEET; THENCE NORTH 78 DEGREES 17 MINUTES 46 SECONDS WEST, 17227 FEET ALONG SAID SOUTH RIGHT OF WAY LINE; THENCE NORTH 11 DEGREES 52 MINUTES 19 SECONDS EAST, 40.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.297 ACRE MORE OR LESS, OF WHICH 0.290 ACRE, MORE OR LESS, IS LYING WITHIN PUBLIC ROAD RIGHT OF WAY, SITUATED IN THE COUNTY OF KENDALL AND STATE OF ILLINOIS, HEREBY RELEASING AND WAVING ALL RIGHTS UNDER AND BY VIRTUE OF THE HOMESTEAD EXEMPTION LAWS OF THE STATE. March 14, 2008 Revised April 24, 2008 Revised April 28, 2008 Revised May 21, 2008 STATE OF ILLINOIS ss. COUNTY OF KENDALL ANNEXATION AND PLANNED UNIT DEVELOPMENT AGREEMENT TO THE UNITED CITY OF YORKVILLE WINDMILL FARMS Southwest and Southeast corner of the intersection of Illinois State Routes 126 and 71) JAKE LAND GROUP) THIS AGREEMENT is made and entered into this u?7 *h day of JJ ay 2008 by and between THE UNITED CITY OF YORKVILLE, Yorkville, Illinois, a municipal corporation, located in Kendall County, Illinois (hereinafter referred to as "CITY "), and the JAKE LAND GROUP, LLC, of the County of Kendall, State of Illinois (hereinafter referred to as "OWNER/DEVELOPER "), which is the OWNER/DEVELOPER of the real property hereinafter referred to as the "PROPERTY ": WITNESSETH WHEREAS, OWNER/DEVELOPER is the owner of real property which is the subject matter of this Agreement comprising approximately 91.36 acres, more or less, and is more particularly described in the attached Exhibit "A ", which is incorporated herein by reference; and WHEREAS, a portion of the PROPERTY consisting of 78.145 acres and described by Exhibit "A -1" is located contiguous to the corporate boundaries of the CITY and is not located within the corporate boundaries of any other municipality; and WHEREAS, a portion of the PROPERTY consisting of 15.323 acres and described by Exhibit "A -2" has previously been annexed to the CITY and zoned B -3 Service Business District; and 1 I WHEREAS, OWNER/DEVELOPER desires to annex into the CITY the PROPERTY described in the attached Exhibit "A -1" and depicted in the Annexation Plat which is attached hereto and incorporated herein as Exhibit `B" The CITY Plan Commission has considered the Petition to Annex and Zone and positively recommended the same and the City Council has heretofore both requested and approved the proposed land use and the zoning of the same at the request of OWNER/DEVELOPER; and WHEREAS, with certain limitations, the CITY agrees to allow the real property described in the attached Exhibit "A" to be zoned for Planned Unit Development (PUD) allowing uses permitted within the B -3 Service Business District on a maximum of thirty-five 35) acres located on the East Parcel as depicted on the Concept PUD Plan prepared by Schoppe Design Associates, Inc. and dated revision 17, May 8, 2008; and, the CITY agrees to allow uses permitted within the B -3 Service Business District for the real property described in Exhibit "C" on a maximum of twenty -one (2 1) acres located on the West Parcel; and the CITY agrees to allow uses permitted within the R -4 General Residence District for the real property described in the attached Exhibit "D" on a maximum of two (2) acres of the real property allowing an age - restricted age fifty -five and over single story townhomes; and the area located south of the B -3 and immediately east of the aforementioned age restricted area allowing a multi -story assisted living facility consisting of approximately three and one -half (3 ' /2) acres with a minim of ninety-nine (99) assisted living units allowed on the West Parcel as depicted on the Schoppe Design Associates, Inc. Concept PUD Plan (Exhibit "E "), and WHEREAS, the City's Comprehensive Plan, Design Guidelines identifies Illinois State Route 71 and Illinois State Route 126 as `Gateway Corridors'; and WHEREAS, all parties to this Agreement desire to set forth certain terms and conditions upon which the land heretofore described will be annexed to the CITY in an orderly manner; and WHEREAS, OWNER/DEVELOPER and its representatives have discussed the proposed annexation and have held a Public Hearing with the Plan Commission, and The City Council, prior to the execution hereof, duly published and held a public hearing was held to consider this Agreement in front of the City Council, as required by the statutes of the State of Illinois in such case made; and WHEREAS, in accordance with the powers granted to the CITY by the provisions of 65 ILCS 5/11- 15.1 -1 through 5/11- 15.1 -5 (2006), inclusive, relating to Annexation Agreements, the parties hereto wish to enter into a binding agreement with respect to the annexation and zoning of the subject Property and to provide for various other matters related directly or indirectly to the annexation of the Property in the future, as authorized by, the provisions of said statutes; and WHEREAS, pursuant to due notice and publication in the manner provided by law, the appropriate zoning authorities of the CITY have taken all further action required by the provisions of 65 ILCS 5/11- 15.1.3 (2006) and the ordinances of the CITY relating to the 2 procedure for the authorization, approval and execution of this Annexation/Planned Unit Development Agreement by the CITY. NOW THEREFORE, for and in consideration of the mutual promises and covenants herein contained, the parties agree, under the terms and authority provided in 65 ILCS 5/11- 15.1-1 through 65 ILCS 5/11- 15.1 -5 (2006), as follows: 1.ANNEXATION AND ZONING. A. The CITY shall adopt an ordinance annexing to the City all of the real property described herein in the attached Exhibit "A -1' ; furthermore, the City shall adopt an ordinance zoning the real property designated in the attached Exhibit "A" to PUD subject to all of the terms of this Agreement and as follows: i.The real property described in Exhibit "C" is allowed uses permitted within the B -3 Service Business Zoning District subject to the alterations described by Exhibit "C -1 ". Said alterations include the removal of several uses as well as the allowance for one (1) bank, one (1) daycare and one (1) gasoline filling station/gas station as depicted on the Concept PUD Plan (Exhibit "E "). ii.The real property described in Exhibit "D" is allowed uses permitted within the R -4 General Residence Zoning District. 2.SITE DEVELOPMENT A. OWNER/DEVELOPER shall develop the subject property including the preservation of open space, protection of the existing evergreen tree line on the west boundary of the West Parcel, and installation of a trail system, stormwater management facilities and roadway access points in general conformity with the Planned Unit Development Concept Plan dated May 8, 2008, prepared by Schoppe Design Associates, Inc. and which is attached hereto and incorporated by reference as Exhibit "E ". B. OWNER/DEVELOPER shall be responsible for providing landscaping, in conformance with CITY standards along all perimeter boundaries of the subject property. C. OWNER/DEVELOPER shall establish the landscape buffer along Illinois State Route 71 and Illinois State Route 126 outside of the proposed Right -of -Way expansion line of the Illinois Department of Transportation. Said buffer shall be a minimum of 25 feet in width. D. OWNER/DEVELOPER shall incorporate and apply all `Site Planning Principles' as defined by the CITY's "Comprehensive Land Use Plan Update Southern Study Area" Design Guidelines a copy of which sections are attached in Exhibit "F" hereto and made 3— i a part hereof E. OWNER/DEVELOPER shall relocate the existing overhead utility lines along the Illinois State Route 71 and Illinois State Route 126 frontage of the Subject Real Property prior to issuance of any building permit for the property. Said relocation shall include obtaining any and all necessary permits and approvals for the utility relocation and OWNER/DEVELOPER shall be responsible for all costs associated with said relocation. F. OWNER/DEVELOPER agrees to provide a cross - access easement allowing all adjacent properties to access to and across the commercial portions of subject PROPERTY as described by Exhibit "C" at the time of Final Plat of Subdivision. G. OWNER/DEVELOPER agrees to construct and fund the trail depicted on the Concept PUD Plan (Exhibit "E") at time of Final Plat of Subdivision. H. OWNEWDEVELOPER agrees that in all respects, the subject PROPERTY shall be developed in conformance with the terms and conditions of the Yorkville Zoning Ordinance, Subdivision Control Ordinance, Stormwater, and all other applicable Ordinances. I. OWNER/DEVELOPER, and successors, heirs, and assigns hereby agree that prior to development taking place on the PROPERTY, a site development plan shall be submitted along with approval of Preliminary Plat of Subdivision and Preliminary Engineering as well as Final Plats of Subdivision and Final Engineering prior to OWNER/DEVELOPER commencing construction on said PROPERTY. i J. The OWNER shall construct off -site right -of -way improvements within the Raintree Village subdivision to provide connection to infrastructure on Hampton Lane. The location of the said infrastructure shall be consistent with the location and typical pavement section depicted on Exhibit "G" of this Agreement. K. OWNER agrees within 45 days of a written request from the CITY, which includes legal descriptions and exhibits as necessary, the OWNER/DEVELOPER shall grant permanent and temporary construction easements as necessary for the construction of extension of City utilities and appurtenances and/or other utilities to serve the subject property and other properties within the City of Yorkville. L. Owner agrees within 45 days of a written request from the United City of Yorkville, which includes legal descriptions and exhibits as necessary, the OWNER/ DEVELOPER shall convey by Warranty Deed, fee simple title of future highway or road right of way to the State of Illinois, Kendall County or the United City of Yorkville as necessary, regardless of whether or not these right of way needs have been previously identified in this agreement. Such request for conveyance of right of way shall have no impact on any previously entitled land development density. 4— 3.CITY'S AGREEMENTS. A. i) The CITY agrees that as to any of the non - residential use and zoning classification parcels, OWNER/DEVELOPER has no obligation to pay School Transition Fees or School -Park Land -Cash Fees. ii) The OWNER/DEVELOPER shall pay Land -Cash Fees for schools and parks at the time of Building Permit Application. For each dwelling unit all fees listed on attached Exhibit "H" shall be charged and paid likewise at the time of application for each respective building permit. The amounts listed in Exhibit "H" will remain for a period of 5 years commencing on the date of this Agreement. Following said five (5) year period, the OWNER/DEVELOPER shall be responsible to pay said fees at a rate currently required by the CITY. B.OWNER/DEVELOPER shall be required by THE UNITED CITY OF YORKVILLE to hook -on to the City Water at the time of improving the subject property, and shall be responsible for the cost of main extensions to the PROPERTY if said mains do not touch the PROPERTY. C. Upon annexation to the CITY, the OWNER/DEVELOPER will receive police protection, 911 service, , and all services as provided by CITY to its property owners and residents. D. The CITY will require the OWNER/DEVELOPER to annex to Yorkville Bristol Sanitary District prior to the time of applying for a building permit seeking to hook up to the Sanitary District and the CITY Sanitary Sewer System. The OWNER/DEVELOPER shall be responsible for the cost of utility extensions to the PROPERTY if said utilities do not touch the PROPERTY. E. CITY will use its best efforts to support issuance of a highway access permit by IDOT to the CITY and OWNER/DEVELOPER permitting access cuts onto Illinois State Routes 126 and 71 at the approximate locations shown on the Preliminary PUD Conceptual Plan as prepared by Shoppe Design Associates, Inc. and dated January 30, 2008. 4.RIGHTS AND OBLIGATIONS OF SUCCESSORS AND ASSIGNS. It is specifically understood and agreed that OWNER/DEVELOPER and its successors and assigns shall have the right to sell transfer, mortgage and assign all or any part of the 5— subject property and the improvements thereon to other persons, trusts, partnerships, firms, or corporations, for investment, building, financing, developing and all such purposes, and that said persons, trusts, partnerships, firms, or corporations shall be entitled to the same rights and privileges and shall have the same obligations as OWNER/DEVELOPER under this Agreement and upon such transfer, the obligations pertaining to the property transferred or sold shall be the sole obligations of the transferee, except for any performance bonds or guaranties posted by OWNER/DEVELOPER on any subdivided or unimproved property for which an acceptable substitute performance bond or letter of credit has not been submitted to the CITY. 5. DORMANT SPECIAL SERVICE AREA and PROPERTY OWNER ASSOCIATION Owner/Developer agrees to incorporate covenants into the final subdivision plat that provide for the formulation of a Property Owners Association to be responsible to maintain all common facilities, including, but not limited to, private common areas, detention ponds, perimeter landscaping features and entrance signage within the Subject Realty. Owner/Developer agrees to the City enacting at the time of final plat approval, or anytime thereafter, a Dormant Special Service Area (DSSA) to act as a back up in the event that the Property Owners' Association fails to maintain the Common Facilities, including, but not limited to, private common areas, detention ponds, perimeter landscaping features and entrance signage within the Subject Realty. Owner /Developer agrees to execute any and all documentation necessary or proper to create the Dormant Special Service Area and pay any and all fees, including legal expenses, for the preparation and approval of said documentation. 6.TIME OF THE ESSENCE. It is understood and agreed by the parties hereto that time is of the essence of this Agreement and that all of the parties will make every reasonable effort, to expedite the subject matter hereof. It is further understood and agreed by the parties that the successful consummation of this Agreement requires their continued cooperation. 7.COVENANTS AND AGREEMENTS. The covenants and agreements contained in this Agreement shall be deemed to be covenants running with the land during the term of this Agreement shall inure to the benefit of and be binding upon the heirs, successors and assigns of the parties hereto, including the CITY, its corporate authorities and their successors in office, and is enforceable by order of the court pursuant to its provisions and the applicable statutes of the State of Illinois. 6— 8.BINDING EFFECT AND TERM. This Annexation Agreement shall be binding upon and inure to the benefit of the parties hereto, and their successors and owners of record of land which is the subject of this Agreement, assignee, lessees, and upon any successor municipal authorities of said city, so long as development is commenced within a period of twenty years from the date of execution of this Agreement by the CITY. 9.NOTICE. Any notices required hereunder shall be in writing and shall be served upon any other parry in writing and shall be delivered personally or sent by registered or certified mail, return receipt requested, postage prepaid, addressed as follows: If to the CITY:City Clerk 800 Game Farm Road Yorkville, IL 60560 With a copy to:Kathleen Field Orr 800 Game Farm Road Yorkville, IL 60560 To OWNER/DEVELOPER: Jake Land Group, LLC c/o 25615 Plantation Road Plainfield, IL 60544 With a copy to:Tony Perino 608 Lookery Ln. Joliet, IL 60431 And with a copy to:Law Offices of Daniel J. Kramer 1107A S. Bridge St. Yorkville, IL 60560 or to such other addresses as any party way from time to time designate in a written notice to the other parties. 10. ENFORCEABILITY. This Agreement shall be enforceable in any court of competent jurisdiction by any of the parties hereto by an appropriate action of law or in equity to secure the performance of the covenants herein contained. 7— In the event any portion of said agreement becomes unenforceable due to any change in Illinois Compiled Statutes or court decisions, said unenforceable portion of this Agreement shall be excised here from and the remaining portions thereof shall remain in full force and effect. 11. ENACTMENT OF ORDINANCES. The CITY agrees to adopt any ordinances which are required to give legal effect to the matters contained in this Agreement or to correct any technical defects which may arise after the execution of this Agreement. IN WITNESS WHEREOF, the undersigned have hereunto set their hands and seals this 1 ! 7 of Ql/ 2008.I UNITE C TY OF YOR By: Valerie Burd, Mayor Attest: 1 City erk 8— O JAKE LAND GROUP, LLC By:1SbtA@,tZ Attest: Wbn I Prepared by and Return to: Law Offices of Daniel J. Kramer 1107A S. Bridge Street Yorkville, Illinois 60560 630.553.9500 9- EXHIBIT LIST Exhibit "A"Legal Description— Subject Property Exhibit "A -1"Unincorporated Portion of Subject Property — Legal Description Exhibit "A -2"City of Yorkville Portion of Subject Property — Legal Description Exhibit "B"Annexation Plat Exhibit "C"B -3 Service Business District — Legal Description Exhibit "C -1"B -3 Service Business District Allowable Uses Exhibit "D"R -4 General Residence District — Legal Description Exhibit "E"Concept PUD Plan - Schoppe Design Associates Plan dated May 8, 2008 Exhibit "F"Design Guidelines of the Comprehensive Land Use Plan Update Southern Study Area Exhibit "G"Offsite Infrastructure Improvements — Raintree Village /Hampton Lane Connection Exhibit "H"Fee Schedule 10— i EXHIBIT A LEGAL DESCRIPTION THAT PART OF THE WEST HALF OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SAID SECTION 3; THENCE SOUTH 00 L4'45" EAST, ALONG THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3, L284.36 FEET; THENCE SOUTH 89 °50'00" WEST, 684.42 FEET THENCE NORTH 09 °30'00" WEST, 592.27 FEET; THENCE SOUTH 57 °33'55" WEST, 327.57 FEET TO THE EASTERLY LINE OF WING ROAD; THENCE NORTH 21 °52'29" WEST, ALONG SAID EASTERLY LINE, 705.85 FEET TO THE SOUTHERLY RIGHT -OF -WAY LINE OF ILLINOIS ROUTE 71 FOR THE POINT OF BEGINNING; THENCE SOUTH 21 °52'29" EAST, ALONG SAID EASTERLY LINE, L 19.0. FEET; THENCE NORTH 68 °07'31" EAST, PERPENDICULAR TO SAID EASTERLY LINE, 211.0 FEET; THENCE NORTH 21 52'29" WEST, PARALLEL WITH SAID EASTERLY LINE, 131.87 FEET TO SAID SOUTHERLY RIGHT -OF -WAY LINE OF ILLINOIS ROUTE 71; THENCE SOUTHWESTERLY, ALONG SAID SOUTHERLY RIGHT -OF -WAY LINE, BEING A CURVE TO THE RIGHT WITH A RADIUS OF 11509.16 FEET, AN ARC DISTANCE OF 211.39 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS AND CONTAINING 0.6060 ACRE. THAT PART OF THE WEST HALF OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SAID SECTION 3; THENCE SOUTH 00 °14'45" EAST, ALONG THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3, 1284.36 FEET, THENCE SOUTH 89 °50'00" WEST, 684.42 FEET; THENCE NORTH 09 °30'00" WEST, 592.27 FEET FOR THE POINT OF BEGINNING; THENCE SOUTH 57 °3355" WEST, 327.57 FEET TO THE EASTERLY LINE OF WING ROAD; THENCE NORTH 21 °52'29" WEST, ALONG SAID EASTERLY LINE, 586.85 FEET TO A POINT ON SAID EASTERLY LINE WHICH IS 119.0 FEET (MEASURED ALONG SAID EASTERLY LINE) SOUTHEASTERLY OF THE SOUTHERLY RIGHT -OF -WAY LINE OF ILLINOIS ROUTE 71; THENCE NORTH 68 °07'31" EAST, PERPENDICULAR TO SAID EASTERLY LINE, 211.0 FEET; THENCE NORTH 21 °52'29" WEST, PARALLEL WITH SAID EASTERLY LINE, 131.87 FEET TO SAID SOUTHERLY RIGHT -OF -WAY LINE OF ILLINOIS ROUTE 71; THENCE NORTHEASTERLY, ALONG SAID SOUTHERLY RIGHT -OF- WAY LINE, BEING A CURVE TO THE LEFT WITH A RADIUS OF 11509.16 FEET, AN ARC DISTANCE OF 261.03 FEET TO A LINE DRAWN NORTH 09 °30'00" WEST FROM THE POINT OF BEGINNING; THENCE SOUTH 09 °30'00" EAST, ALONG SAID LINE, 695.72 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS AND CONTAINING 5.6041 ACRES. THAT PART OF THE NORTH 1/2 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 3; THENCE SOUTH 0 DEGREES, 07 MINUTES, 44 SECONDS WEST ALONG THE EAST LINE OF SAID SOUTHWEST 1/4,1284.36 FEET; THENCE NORTH 89 DEGREES, 47 MINUTES, 31 SECONDS WEST, 684.42 FEET; THENCE NORTH 09 DEGREES, 32 MINUTES, 39 SECONDS WEST, 590.03 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSIE BOYD BY A DEED DATED MATCH 25, 1929 AND RECORDED DECEMBER 14, 1938 IN DEED RECORD BOOK 88 ON PAGE 399; THENCE NORTH 09 DEGREES, 05 MINUTES, 46 SECONDS WEST, 748.40 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE TIC. 71; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11,459.20 FEET AND A RADIAL BEARING OF NORTH 26 DEGREES, 50 MINUTES, 30 SECONDS WEST AT THE LAST DESCRIBED POINT. 627.46; THENCE NORTH 60 DEGREES, 02 MINUTES, 30 SECONDS EAST ALONG SAID CENTER LINE, 332.0 FEET FOR A POINT OF BEGINNING; THENCE SOUTH 12 DEGREES, 27 MINUTES, 30 SECONDS EAST, 264.0 FEET: THENCE SOUTH 84 DEGREES, 27 MINUTES, 30 SECONDS EAST, 202.0 FEET: THENCE NORTH 0 DEGREES, 47MINUTES, 30 SECONDS WEST, 423.02 FEET TO SAID CENTER LINE: THENCE SOUTH 60 DEGREES, 02 MINUTES, 30 SECONDS WEST ALONG CENTER LINE, 291.76 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. THAT PART OF THE NORTHEAST, NORTHWEST AND SOUTHWEST QUARTERS OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS:COMMENCING AT THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER 1284.36 FEET; THENCE SOUTH 89 DEGREES 29 MINUTES 40 SECONDS WEST 680.30 FEET; THENCE NORTH 09 DEGREES 33 MINUTES 27 SECONDS WEST 10.0 FEET FOR A POINT OF BEGINNING; THENCE NORTH 09 DEGREES. 33 MINUTES 27 SECONDS WEST 579.63 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSIE BOYD BY A DEED DATED MARCH 25, 1929 AND RECORDED DECEMBER 14, 1938 IN DEED RECORD BOOK 88 ON PAGE 399; THENCE NORTH 09 DEGREES 05 MINUTES 24 SECONDS WEST ALONG THE EAST LINE OF SAID BOYD TRACT 748.57 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 71; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11, 459.20 FEET AND A RADIAL BEARING OF NORTH 26 DEGREES 49 MINUTES 16 SECONDS WEST AT THE LAST DESCRIBED POINT 627.46 FEET; THENCE NORTH 60 DEGREES 02 MINUTES 30 SECONDS EAST ALONG SAIL) CENTER LINE 332.0 FEET; THENCE SOUTH 12 DEGREES 27 MINUTES 30 SECONDS EAST 264.0 FEET; THENCE SOUTH 84 DEGREES 27 MINUTES 30 SECONDS EAST 202.0 FEET; THENCE NORTH 00 DEGREES 42 MINUTES 30 SECONDS WEST 423.02 FEET TO SAID CENTER LINE; THENCE NORTH 60 DEGREES 02 MINUTES 30 SECONDS EAST ALONG SAID CENTER LINE 412.69 FEET TO A LINE DRAWN NORTH 00 DEGREES 10 MINUTES 46 SECONDS EAST PARALLEL WITH TILE WEST LINE OF SAID NORTHEAST QUARTER, FROM A POINT ON THE SOUTH LINE OF SAID NORTHEAST QUARTER WHICH IS 598.62 FEET EASTERLY OF THE SOUTHWEST CORNER OF SAID NORTHEAST QUARTER: THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG SAID PARALLEL LINE 880.56 FEET TO SAID SOUTH LINE; THENCE SOUTH 89 DEGREES 34 MINUTES 48 SECONDS WEST ALONG SAID SOUTH LINE 598.62 FEET TO SAID SOUTHWEST CORNER; THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG SAID EAST LINE 1275.36 FEET TO A LINE DRAWN SOUTH 89 DEGREES 40 MINUTES 33 SECONDS EAST FROM THE POINT OF BEGINNING; THENCE NORTH 89 DEGREES 40 MINUTES 33 SECONDS WEST 681.94 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS THAT PART OF THE SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST 1/4; THENCE NORTH 0 DEGREES 08 MINUTES 09 SECONDS WEST ALONG THE WEST LINE OF SAID SOUTHWEST 1/4,798.60 FEET TO AN OLD CLAIM LINE; THENCE NORTH 57 DEGREES 59 MINUTES 05 SECONDS EAST ALONG SAID OLD CLAIM LINE 299.00 FEET FOR A POINT OF BEGINNING; THENCE SOUTH 1 DEGREE 51 MINUTES 32 SECONDS WEST, 402.10 FEET; THENCE SOUTH 59 DEGREES 55 MINUTES., 25 SECONDS EAST, 256.51 FEET; THENCE NORTH 59 DEGREES 55 MINUTES 25 SECONDS EAST 355.65 FEET; THENCE NORTH 62 DEGREES 43 MINUTES 29 SECONDS EAST, 853.57 FEET; THENCE NORTH 33 DEGREES 24 MINUTES 40 SECONDS EAST,. 542.27 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NUMBER 126; THENCE NORTHWESTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 2292.01 FEET AND A RADIAL BEARING OF SOUTH 29 DEGREES 23 MINUTES 51 SECONDS WEST AT THE LAST DESCRIBED POINT, 358.41 FEET TO A POINT WHICH IS 151.00 FEET, AS MEASURED ALONG SAID CENTER LINE, SOUTHEASTERLY OF THE INTERSECTION OF SAID CENTER LINE AND SAID OLD CLAIM LINE; THENCE SOUTH 45 DEGREES 05 MINUTES 49 SECONDS WEST, 265.70 FEET; THENCE SOUTH 73 DEGREES 54 MINUTES 28 SECONDS WEST, 102.86 FEET; THENCE SOUTH 84 DEGREES 11 MINUTES 54 SECONDS WEST, 280.96 FEET; THENCE NORTH 32 DEGREES 00 MINUTES 55 SECONDS WEST, 24.19 FEET TO SAID OLD CLAIM LIRE; THENCE SOUTH 87 DEGREES 59 MINUTES 05 SECONDS WEST ALONG SAID OLD CLAIM LINE 789.92 FEET TO THE POINT OP BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. A PERPETUAL EASEMENT FOR THE OPERATION, MAINTENANCE AND USE OF A SEPTIC FIELD FOR THE BENEFIT OF PARCEL ONE HEREINABOVE DESCRIBED, UNDER AND UPON THE FOLLOWING DESCRIBED PARCEL OF REAL ESTATE CONTIGUOUS TO PARCEL ONE TO WIT: COMMENCING AT THE MOST NORTHERLY CORNER OF PARCEL ONE HEREINABOVE DESCRIBED ON THE CENTER LINE OF ILLINOIS STATE ROUTE NUMBER 126; THENCE SOUTH 45 DEGREES 05 MINUTES 49 SECONDS WEST, 47.12 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF ILLINOIS STATE ROUTE NUMBER 126, FOR THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 45 DEGREES 05 MINUTES 49 SECONDS WEST, 105.0 FEET; THENCE NORTH 32 DEGREES 08 MINUTES 38 SECONDS WEST, 152.18 FEET; THENCE SOUTH 76 DEGREES 09 MINUTES 49 SECONDS EAST, 5.28 PEEP; THENCE SOUTH 70 DEGREES 39 MINUTES 49 SECONDS EAST, 158.65 FEET, TO THE POINT OP BEGINNING IN KENDALL TOWNSHIP, ALL IN KENDALL COUNTY ILLINOIS. THAT PART OF THE SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST 1/4; THENCE NORTHERLY ALONG THE WEST LINE OF SAID SOUTHWEST 1/4,798.60 FEET TO AN OLD CLAIM LINE; THENCE NORTHERLY ALONG SAD WEST LINE, 1118.27 FEET A POINT OF BEGINNING THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 28 DEGREES 33 MINUTES 54 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 228.53 FEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 178 DEGREES 11 MINUTES 35 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 112.67 FEET TO A LINE DRAWN PARALLEL WITH AND 160.0 FEET NORMALLY DISTANT, EASTERLY OF SAID WEST LINE; THENCE SOUTHERLY ALONG SAIL) PARALLEL LINE, 717.44 FEET TO SAID CLAIM LINE; THENCE NORTHEASTERLY ALONG SAD CLAIM LINE, 941.92 FEET TO A POINT ON A LINE DRAWN SOUTHWESTERLY, PERPENDICULAR TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 126 FROM A POINT ON SAID CENTER LINE WHICH IS 1049.70 FEET, AS MEASURED ALONG SAID CENTER LINE, SOUTHEASTERLY OF THE INTERSECTION OF SAD CENTER LINE WITH THE CENTER LINE OF ILLINOIS STATE ROUTE 71; THENCE NORTHEASTERLY TO SAID POINT ON SAID CENTER LINE OF ILLINOIS ROUTE 126 AFORESAID; THENCE NORTHWESTERLY ALONG SAID ROUTE 126 CENTER LINE AND TO SAID ROUTE 71 CENTER LINE; THENCE SOUTHWESTERLY ALONG SAID ROUTE 71 CENTER LINE, 30.58 FEET TO SAID WEST LINE; THENCE SOUTHERLY ALONG SAID WEST LINE, 78.83 FEET, TO THE POINT OF BEGINNING (EXCEPTING THEREFROM THAT PART OF THE SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT HE SOUTHWEST CORN R OF SAID SECTION. 3; THENCE NORTH 00 DEGREES 00 MINUTES 38 SECONDS EAST, ON A BEARING REFERENCED TO AN ASSUMED NORTH, 1925.21 FEET ON THE WEST LINE OF SAID SOUTHWEST 1/4; THENCE SOUTH 89 DEGREES 59 MINUTES 22 SECONDS EAST 58.55 FEET TO THE EXISTING SOUTHEASTERLY RIGHT OF WAY LINE -OF A.F.A.P. ROUTE 311 (IL ROUTE 71) AND THE POINT OF BEGINNING; THENCE NORTH 72 DEGREES 34 MINUTES 00 SECONDS EAST 35.28 FEET ON SAID SOUTHEASTERLY RIGHT OF WAY LINE TO THE SOUTHERLY RIGHT OF WAY LINE OF S.B.I. ROUTE 66 (IL ROUTE 126); THENCE SOUTH 70 DEGREES 08 MINUTES 35 SECONDS EAST 125.66 FEET ON SAID SOUTHERLY RIGHT OF WAY LINE; THENCE NORTH 81 DEGREES 09 MINUTES 04 SECONDS WEST 51.85 FEET; THENCE NORTH 76 DEGREES 30 MINUTES 40 SECONDS WEST 103.47 FEET TO THE POINT OF BEGINNING), IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. THAT PART OF THE SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST) /4; THENCE NORTHERLY ALONG THE WEST LINE OF SAID SOUTHWEST 1/4,798.60 FEET TO AN OLD CLAIM LINE FOR A POINT OF BEGINNING; THENCE NORTHERLY ALONG SAID WEST LINE, 1118.27 FEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AND ANGLE OF 28 DEGREES 33 MINUTES 54 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURE) COUNTERCLOCKWISE THEREFROM, 228.53 FEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 178 DEGREES 11 MINUTES 35 SECONDS WITH TILE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 112.67 FEET TO A LINE DRAWN PARALLEL WITH AN) 160.0 FEET NORMALLY DISTANT, EASTERLY OF SAID WEST LINE; THENCE SOUTHERLY ALONG SAID PARALLEL LINE, 717.44 FEET TO SAID CLAIM LINE; THENCE SOUTHWESTERLY ALONG SAID CLAIM LINE, 188.42 FEET TO THE POINT OF BEGINNING, IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL. MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 71; THENCE NORTHEASTERLY ALONG THE SAID CENTER LINE OF ILLINOIS ROUTE 71, 1411.3 FEET TO THE CENTER LINE EXTENDED NORTHWESTERLY OF THE PUBLIC ROAD RUNNING SOUTHEASTERLY FROM SAID ILLINOIS ROUTE 71, COMMONLY KNOWN AS WING ROAD; THENCE SOUTHEASTERLY ALONG TILE EXTENDED CENTER LINE AND THE CENTER LINE OF SAID PUBLIC ROAD, BEING ALONG A LINE THAT FORMS AN ANGLE OF 93 DEGREES 25' TO THE RIGHT WITH THE PROLONGATION NORTHEASTERLY OF THE TANGENT TO THE CENTER LINE OF SAID ILLINOIS ROUTE 71 AT THE LAST DESCRIBED POINT, 761 FEET FOR THE POINT OF BEGINNING; THENCE SOUTHWESTERLY ALONG A LINE THAT FORMS AN ANGLE OF 79 DEGREES 47' TO THE RIGHT WITH THE PROLONGATION OF THE LAST DESCRIBED LINE 265.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 126; THENCE SOUTHEASTERLY ALONG SAID CENTER LINT OF ILLINOIS ROUTE 126 TO THE CENTER LINE OF THE EASTERLY FORK OF THE PUBLIC ROAD AFORESAID WHICH RUNS SOUTHEASTERLY FROM SAID ILLINOIS ROUTE 71; THENCE NORTHWESTERLY ALONG THE CENTER LINE OF SAID PUBLIC ROAD TO THE POINT OF BEGINNING; TO THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. GRANTEE HEREBY ASSUMES AND AGREES TO PAY THE UNPAID BALANCE ON THE EXISTING MORTGAGE RECORDED IN BOOK PAGE, THE DEBT SECURED THEREBY AND ALSO HEREBY ASSUMES -THE OBLIGATIONS UNDER THE TERN OF THE INSTRUMENTS CREATING THE LOANS DOCUMENT NO. 79 -1053. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE - NORTH 00 DEGREES 08 MINUTES 14 SECONDS WEST ALONG -THE WEST LINE OF SAID SOUTHWEST QUARTER, - 1,995.75 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 71; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID CENTER LINE 30.45 FEET TO THE POINT OF INTERSECTION OF SAID CENTER LINE WITH CENTER LINE OF ILLINOIS STATE ROUTE NO. 126 FOR THE POINT OF BEGINNING; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID ROUTE 71 CENTER LINE 230.67 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO -THE. LEFT HAVING A RADIUS OF 11,459.20 FEET WHICH IS TANGENT TO THE LAST DESCRIBED COURSE AT THE LAST DESCRIBED POINT AT THE LAST DESCRIPTION POINT, 1,141.60 FEET TO THE INTERSECTION WITH THE- CENTER LINE EXTENDED NORTHWESTERLY OF WING ROAD; THENCE SOUTH 21 DEGREES 30 MINUTES 13 SECONDS EAST ALONG SAID WING ROAD CENTER LINE 761.0 FEET: THENCE SOUTH 58 DEGREES 16 MINUTES 47 SECONDS WEST 265.35 FEET TO SAID ROUTE 126 CENTER LINE; THENCE NORTHWESTERLY ALONG SAID ROUTE 126 CENTER LINE BEING ALONG A CURVE TO THE LEFT AND HAVING A RADIUS OF 2,292.01 FEET WHICH IS TANGENT TO A LINE DRAWN NORTH 72 DEGREES 57 MINUTES 06 SECONDS WEST FROM THE LAST DESCRIBED POINT 147.93 FEET; THENCE NORTH 16 DEGREES 38 MINUTES 49 SECONDS WEST ALONG SAID ROUTE 126 CENTERLINE 850.98 FEET; THENCE NORTHWESTERLY ALONG SAID ROUTE 126 CENTERLINE BEING ALONG A CURVE TO THE RIGHT AND HAVING A RADIUS OF 2,148.79 FEET WHICH IS TANGENT TO THE LAST DESCRIBED COURSE AT THE LAST DESCRIBED POINT, 383.53 FEET TO THE POINT OF BEGINNING, EXCEPTING THEREFROM THAT PART DESCRIBED AS FOLLOWS: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36- NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE - SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 00 DEGREES 08 MINUTES 14 SECONDS WEST ALONG -THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.75 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE 71; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID ROUTE 71 CENTER LINE 261.12 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 15,459.20 FEET WHICH IS TANGENT TO THE LAST - DESCRIBED COURSE 1141.60 FEET TO THE INTERSECTION -WITH THE CENTER LINE EXTENDED NORTHWESTERLY OF WING ROAD FOR THE POINT OF BEGINNING(THENCE SOUTH 21 DEGREES 30 MINUTES 13 SECONDS EAST ALONG SAID WING ROAD CENTER LINE 258.05 FEET; THENCE SOUTH 58 DEGREES 29 MINUTES 47 SECONDS WEST 200.0 FEET; THENCE NORTH 21 DEGREES 30 MINUTES 13 SECONDS WEST PARALLEL WITH SAID WING ROAD CENTER LINE 250.0 FEET TO SAID ROUTE 71 CENTER LINE; THENCE NORTHEASTERLY ALONG SAID ROUTE71 CENTER LINE 200.16 FEET TO THE POINT OF BEGINNING, IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, (ILLINOIS, AND ALSO EXCEPTING, THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3 IN TOWNSHIP 38 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, KENDALL COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS WITH BEARINGS REFERENCED TO THE ILLINOIS STATE PLANE COORDINATE SYSTEM EAST ZONE (NAD83): COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 3; THENCE NORTH 01 DEGREE 35 MINUTES 30 SECONDS WEST, 1,995.04 FEET ALONG THE WEST LINE OF SAID SOUTHWEST 1/4 TO THE CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED IL 71; THENCE NORTH 69 DEGREES 55 MINUTES 19 SECONDS EAST, 31.52 FEET ALONG SAID CENTERLINE TO THE POINT OF BEGINNINGYROM THE POINT OF BEGINNING; THENCE NORTH 69 DEGREES 55 MINUTES 19 SECONDS EAST, 230.66 FEET ALONG SAID CENTERLINE; THENCE NORTHEASTERLY, 940.56 FEET ALONG AN 11,479.02 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING NORTH 67 DEGREES 34 MINUTES 29 SECONDS EAST, 940.31 FEET; THENCE SOUTH 22 DEGREES 56 MINUTES 31 SECONDS EAST, 60.03 FEET; THENCE SOUTHWESTERLY, 418.10 FEET ON AN 11,539.02 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING SOUTH 66 DEGREES 16 MINUTES 29 SECONDS WEST, 418,08 FEET; THENCE SOUTH 59 DEGREES 24 MINUTES 09 SECONDS WEST, 7 1. 10 FEET; THENCE SOUTH 25 DEGREES 14 MINUTES 24 SECONDS WEST, 60.52 FEET; THENCE SOUTHEASTERLY, 570.87. FEET ON AN 675.00 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING SOUTH 55 DEGREES 22 MINUTES 46 SECONDS EAST, 560.80 FEET; THENCE SOUTH 74 DEGREES 04 MINUTES 13 SECONDS EAST. 274.41 FEET; THENCE SOUTH 64 DEGREES 05 MINUTES 29 SECONDS EAST, 35.85 FEET; THENCE SOUTH 55 DEGREES 49 MINUTES 00- SECONDS WEST, 64.56 FEET TO THE CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED IL 126; THENCE NORTHWESTERLY, 162.08 FEET ON SAID CENTERLINE BEING A 2,29L.64 FOOT RADIUS CURVE TO TILE LEFT HAVING A CHORD BEARING NORTH 76 DEGREES 16 MINUTES 12 SECONDS WEST, 162.05 FEET; THENCE NORTH 78 DEGREES 17 MINUTES 46 SECONDS WEST, 357.37 FEET ON SAID CENTERLINE; THENCE NORTH 53 DEGREES 52 MINUTES 46 SECONDS WEST, 96.76 FEET TO THE EXISTING NORTHERLY RIGHT OF WAY LINE OF IL 126; THENCE NORTHWESTERLY, 297.03 FEET ON A 990.00 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING NORTH 45 DEGREES 17 MINUTES 03 SECONDS WEST, 295.92 FEET; THENCE NORTH 36 DEGREES 39 MINUTES 21 SECONDS WEST, 23.77 FEET; THENCE NORTH 77 DEGREES 19 MINUTES 36 SECONDS WEST, 64.74 FEET; THENCE SOUTH 69 DEGREES 03 i MINUTES 36 SECONDS WEST, 100,61 FEET; THENCE SOUTH 69 DEGREES 55 MINUTES 52 SECONDS WEST, 149.98 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF SAID IL 71; THENCE SOUTH 65 DEGREES 32 MINUTES 40 SECONDS WEST, 113.94 FEET TO THE CENTERLINE OF SAID IL 126; THENCE NORTHWESTERLY, 119.55 FEET ON SAID CENTERLINE BEING A 2,170.59 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING NORTH 69 DEGREES 20 MINUTES 17 SECONDS WEST, 119.54 FEET TO THE POINT OF BEGINNING. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 07'44 "EAST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER 1236.84 FEET TO A POINT ON SAID EAST LINE WHICH IS 1284.36 FEET SOUTH OF THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 89 °47'31" WEST, 684.42 FEET; THENCE NORTH 09 °32'39" WEST, 590.03 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSIE BOYD BY DEED DATED MARCH 25, 1929 AND RECORDED DECEMBER 14, 1938 IN DEED RECORD 88 ON PAGE 399, FOR THE POINT OF BEGINNING; THENCE SOUTH 57 °58'56" WEST ALONG THE SOUTHERLY LINE OF SAID BOYD TRACTAND SAID SOUTHERLY LINE EXTENDED 352.89 FEET TO THE CENTER LINE OF WING ROAD; THENCE SOUTH 21 °28'35" EAST ALONG SAID CENTERLINE 131.00 FEET; THENCE NORTH 57 °5856" EAST PARALLEL WITH SAID SOUTHERLY LINE 323.58 FEET TO A POINT WHICH IS SOUTH 09 °32'39" EAST, 139.37 FEET FROM THE POINT OF BEGINNING; THENCE NORTH 09 °32'39" WEST, 139.37 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 71,; T14ENCE EASTERLY ALONG SAID CENTER LINE 32.2 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 126; THENCE SOUTHEASTERLY ALONG SAID CENTER LINE OF ILLINOIS ROUTE 126, 1049.7 FEET FOR THE POINT, OF BEGINNING; THENCE SOUTHWESTERLY AT RIGHT ANGLES TO SAID CENTER LINE, 339.9 FEET TO AN OLD CLAIM LINE; THENCE NORTHEASTERLY ALONG SAID OLD CLAIM LINE WHICH MAKES AN ANGLE OF 44'21' (MEASURED CLOCKWISE FROM THE LAST DESCRIBED COURSE) 468.6 FEET TO THE CENTER LINE OF SAID ILLINOIS ROUTE 126; THENCE NORTHWESTERLY ALONG SAID CENTER LINE 328.1 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. EXCEPT THEREFROM THE BELOW DESCRIBED PARCEL: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, KENDALL COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS WITH BEARINGS REFERENCED TO THE ILLINOIS STATE PLANE COORDINATE SYSTEM EAST ZONE (NAD83): COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 3; THENCE NORTH O1 DEGREE 35 MINUTES 30 SECONDS WEST, 1,995.04 FEET ALONG THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3 TO THE `CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED IL 71; THENCE NORTH 69 DEGREES 55 MINUTES 19 SECONDS EAST, 31.52 FEET ALONG SAID CENTERLINE TO THE CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED IL 126; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE, 399.15 FEET ALONG A 2,170.59 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING OF SOUTH 73 DEGREES O1 MINUTE 41 SECONDS EAST, 398.58 FEET THENCE SOUTH 78 DEGREES 17 MINUTES 46 SECONDS EAST, 649.36 FEET ALONG SAID CENTERLINE TO THE POINT OF BEGINNING. FROM THE POINT OF BEGINNING, THENCE SOUTH 78' DEGREES 17 MINUTES 46 SECONDS EAST, 172.16 FEET ALONG SAID CENTERLINE; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE, 162.08 FEET ALONG A 2,291,64 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING OF SOUTH 76 DEGREES 16 MINUTES 12 SECONDS EAST, 162.05 FEET; THENCE SOUTH 56 DEGREES 32 MINUTES 11 SECONDS WEST, 65.63 FEET; THENCE NORTH 74 DEGREES 04 MINUTES 13 SECONDS WEST, 5.13 FEET; THENCE NORTH 65 DEGREES 29 MINUTES 14 SECONDS WEST, 50.57 FEET, TO THE SOUTHERLY RIGHT OF WAY LINE OF IL 126; THENCE NORTHWESTERLY, 61.11 FEET ON SAID RIGHT OF WAY LINE BEING ON A 2,251.64 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING OF NORTH 77 DEGREES 31 MINUTES 09 SECONDS WEST, 61.11 FEET; THENCE NORTH 78 DEGREES 17 MINUTES 46 SECONDS WEST, 172.27 FEET ALONG SAID SOUTH RIGHT OF WAY LINE; THENCE NORTH 1 I DEGREES 52 MINUTES 19 SECONDS EAST, 40.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.297 ACRE MORE OR LESS, OF WHICH 0.290 ACRE, MORE OR LESS, IS LYING WITHIN PUBLIC ROAD RIGHT OF WAY, SITUATED IN THE COUNTY OF KENDALL AND STATE OF ILLINOIS, HEREBY RELEASING AND WAVING ALL RIGHTS UNDER AND BY VIRTUE OF THE HOMESTEAD EXEMPTION LAWS OF THE STATE. i EXHIBIT A -1 PARCEL "B" DESCRIPTION THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 0 DEGREES 7 MINUTES 44 SECONDS EAST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER 1,236.84 FEET TO A POINT ON SAID EAST LINE WHICH IS 1284.36 FEET SOUTH OF THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 89 DEGREES 47 MINUTES 31 SECONDS WEST, 684.42 FEET; THENCE NORTH 09 DEGREES 32 MINUTES 39 SECONDS WEST, 590.03 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSIE BOYD BY DEED DATED MARCH 25, 1929 AND RECORDED DECEMBER 14, 1938 IN DEED RECORD 88 ON PAGE 399 FOR THE POINT OF BEGINNING; THENCE SOUTH 57 DEGREES 58 MINUTES 56 SECONDS WEST ALONG THE SOUTHERLY LINE OF SAID BOYD TRACT AND SAID SOUTHERLY LINE EXTENDED 352.89 FEET TO THE CENTER LINE OF WING ROAD; THENCE SOUTH 21 DEGREES 28 MINUTES 35 SECONDS EAST ALONG SAID CENTER LINE 131.0 FEET; THENCE NORTH 57 DEGREES 58 MINUTES 56 SECONDS EAST PARALLEL WITH SAID SOUTHERLY LINE 323.58 FEET TO A POINT WHICH IS SOUTH 09 DEGREES 32 MINUTES 39 SECONDS EAST, 139.37 FEET FROM THE POINT OF BEGINNING; THENCE NORTH 09 DEGREES 32 MINUTES 39 SECONDS WEST, 139.37 FEET TO THE POINT OF BEGINNING; IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. PARCEL "D" DESCRIPTION THAT PART OF THE NORTHEAST, NORTHWEST AND SOUTHWEST QUARTERS OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER, 1,284.36 FEET; THENCE SOUTH 89 DEGREES 29 MINUTES 40 SECONDS WEST, 680.30 FEET; THENCE NORTH 09 DEGREES 33 MINUTES 27 SECONDS WEST, 10.0 FEET FOR A POINT OF BEGINNING; THENCE NORTH 09 DEGREES 33 MINUTES 27 SECONDS WEST, 579.53 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSIE BOYD BY A DEED DATED MARCH 25, 1929 AND RECORDED DECEMBER 14, 1938 IN DEED RECORD BOOK 88 ON PAGE 399; THENCE NORTH 09 DEGREES 05 MINUTES 24 SECONDS WEST ALONG THE EAST LINE OF SAID BOYD TRACT, 748.57 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 71; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11,459.20 FEET AND A RADIAL BEARING OF NORTH 26 DEGREES 49 MINUTES 16 SECONDS WEST AT THE LAST DESCRIBED POINT, 627.46 FEET; THENCE NORTH 60 DEGREES 02 MINUTES 30 SECONDS EAST ALONG SAID CENTER LINE, 332.0 FEET; THENCE SOUTH 12 DEGREES 27 MINUTES 30 SECONDS EAST, 264.0 FEET; THENCE SOUTH 84 DEGREES 27 MINUTES 30 SECONDS EAST, 202.0 FEET; THENCE NORTH 00 DEGREES 42 MINUTES 30 SECONDS WEST, 423.02 1 I EXHIBIT A -1 FEET TO SAID CENTER LINE; THENCE NORTH 60 DEGREES 02 MINUTES 30 SECONDS EAST ALONG SAID CENTER LINE, 472.59 FEET TO A LINE DRAWN NORTH 00 DEGREES 10 MINUTES 48 SECONDS EAST PARALLEL WITH THE WEST LINE OF SAID NORTHEAST QUARTER, FROM A POINT ON THE SOUTH LINE OF SAID NORTHEAST QUARTER WHICH IS 598.62 FEET EASTERLY OF THE SOUTHWEST CORNER OF SAID NORTHEAST QUARTER; THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG SAID PARALLEL LINE, 880.56 FEET TO SAID SOUTH LINE; THENCE SOUTH 89 DEGREES 34 MINUTES 48 SECONDS WEST ALONG SAID SOUTH LINE, 598.62 FEET TO SAID SOUTHWEST CORNER; THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG SAID EAST LINE, 1275.36 FEET TO A LINE DRAWN SOUTH 89 DEGREES 40 MINUTES 33 SECONDS EAST FROM THE POINT OF BEGINNING; THENCE NORTH 89 DEGREES 40 MINUTES 33 SECONDS WEST, 681.94 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. I PARCEL " E " DESCRIPTION THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 0 DEGREES 08 MINUTES 09 SECONDS WEST ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER, 798.60 FEET TO AN OLD CLAIM LINE; THENCE NORTH 57 DEGREES 59 MINUTES 05 SECONDS EAST ALONG SAID OLD CLAIM LINE, 299.00 FEET FOR A POINT OF BEGINNING; THENCE SOUTH 1 DEGREE 51 MINUTES 32 SECONDS WEST, 402.10 FEET; THENCE SOUTH 59 DEGREES 25 MINUTES 54 SECONDS EAST, 256.51 FEET; THENCE NORTH 59 DEGREES 55 MINUTES 25 SECONDS EAST, 355.65 FEET; THENCE NORTH 62 DEGREES 43 MINUTES 29 SECONDS EAST, 853.57 FEET; THENCE NORTH 33 DEGREES 24 MINUTES 40 SECONDS EAST, 542.27 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NUMBER 126; THENCE NORTHWESTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A j RADIUS OF 2,292.01 FEET AND A RADIAL BEARING OF SOUTH 29 DEGREES 23 MINUTES 51 SECONDS WEST AT THE LAST DESCRIBED POINT, 358.41 FEET TO A POINT WHICH IS 151.00 FEET, AS MEASURED ALONG SAID CENTER LINE, SOUTHEASTERLY OF THE INTERSECTION OF SAID CENTER LINE AND SAID OLD CLAIM LINE; THENCE SOUTH 45 DEGREES 05 MINUTE 49 SECONDS WEST, 265.70 FEET; THENCE SOUTH 73 DEGREES 54 MINUTES 28 SECONDS WEST, 102.86 FEET; THENCE SOUTH 84 DEGREES 11 MINUTES 54 SECONDS WEST, 280.96 FEET; THENCE NORTH 32 DEGREES 00 MINUTES 55 SECONDS WEST, 24.19 FEET TO SAID OLD CLAIM LINE; THENCE SOUTH 87 DEGREES 59 MINUTES 05 SECONDS WEST ALONG SAID OLD CLAIM LINE, 789.92 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. 2 EXHIBIT A -1 PARCEL "F" DESCRIPTION THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER;j THENCE NORTHERLY ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER, 798.60 FEET TO AN OLD CLAIM LINE; THENCE NORTHERLY ALONG SAID WEST LINE, 1118.27 FEET FOR A POINT OF BEGINNING; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 28 DEGREES 33 MINUTES 54 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 228.53 FEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 178 DEGREES 11 MINUTES 35 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 112.67 FEET TO A LINE DRAWN PARALLEL WITH AND 160.0 FEET NORMALLY DISTANT, EASTERLY OF SAID WEST LINE; THENCE SOUTHERLY ALONG SAID PARALLEL LINE, 717.44 FEET TO SAID CLAIM LINE; THENCE NORTHEASTERLY ALONG SAID CLAIM LINE, 941.92 FEET TO A POINT ON A LINE DRAWN SOUTHWESTERLY, PERPENDICULAR TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 126 FROM A POINT ON SAID CENTER LINE WHICH IS 1,049.70 FEET, AS MEASURED ALONG SAID CENTER LINE, SOUTHEASTERLY OF THE INTERSECTION OF SAID CENTER LINE WITH THE CENTER LINE OF ILLINOIS STATE ROUTE 71, THENCE NORTHEASTERLY TO SAID POINT ON SAID CENTER LINE OF ILLINOIS ROUTE 126 AFORESAID; THENCE NORTHWESTERLY ALONG SAID ROUTE 126 CENTER LINE AND TO SAID ROUTE 71 CENTER LINE; THENCE SOUTHWESTERLY ALONG SAID ROUTE 71 CENTER LINE, 30.58 FEET TO SAID WEST LINE; THENCE SOUTHERLY ALONG SAID WEST LINE, 78.83 FEET, TO THE POINT OF BEGINNING (EXCEPTING THEREFROM THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 3; THENCE NORTH 00 DEGREES 00 MINUTES 38 SECONDS EAST, ON A BEARING REFERENCED TO AN ASSUMED NORTH, 1,925.21 FEET ON THE WEST LINE OF SAID SOUTHWEST QUARTER; THENCE SOUTH 89 DEGREES 59 MINUTES 22 SECONDS EAST, 58.55 FEET TO THE EXISTING SOUTHEASTERLY RIGHT OF WAY LINE OF A F.A.P. ROUTE 311 (IL ROUTE 71) AND THE POINT OF BEGINNING; THENCE NORTH 72 DEGREES 34 MINUTES 00 SECONDS EAST, 35.28 FEET ON SAID SOUTHEASTERLY RIGHT OF WAY LINE TO THE SOUTHERLY RIGHT OF WAY LINE OF S.B.I. ROUTE 66 IL ROUTE 126); THENCE SOUTH 70 DEGREES 08 MINUTES 35 SECONDS EAST, 125.66 FEET ON SAID SOUTHERLY RIGHT OF WAY LINE; THENCE NORTH 81 DEGREES 09 MINUTES 04 SECONDS WEST, 51.85 FEET; THENCE NORTH 76 DEGREES 30 MINUTES 40 SECONDS WEST, 103.47 FEET TO THE POINT OF BEGINNING, IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. PARCEL "G" DESCRIPTION THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: 3 EXHIBIT A -1 COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTHERLY ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER, 798.60 FEET TO AN OLD CLAIM LINE FOR A POINT OF BEGINNING; THENCE NORTHERLY ALONG SAID WEST LINE, 1,118.27 FEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 28 DEGREES 33 MINUTES 54 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 228.53 FEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 178 DEGREES 11 MINUTES 35 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 112.67 FEET TO A LINE DRAWN PARALLEL WITH AND 160.0 FEET NORMALLY DISTANT, EASTERLY OF SAID WEST LINE; THENCE SOUTHERLY ALONG SAID PARALLEL LINE, 717.44 FEET TO SAID CLAIM LINE; THENCE SOUTHWESTERLY ALONG SAID CLAIM LINE, 188.42 FEET TO THE POINT OF BEGINNING, IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. PARCEL "J" DESCRIPTION THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 71; THENCE NORTHEASTERLY ALONG THE SAID CENTER LINE OF ILLINOIS ROUTE 71, A DISTANCE OF 1411.3 FEET TO THE CENTER LINE EXTENDED NORTHWESTERLY OF THE PUBLIC ROAD RUNNING SOUTHEASTERLY FROM SAID ILLINOIS ROUTE 71, COMMONLY KNOWN AS WING ROAD; THENCE SOUTHEASTERLY ALONG THE EXTENDED CENTER LINE AND THE CENTER LINE OF SAID PUBLIC ROAD, BEING ALONG A LINE THAT FORMS AN ANGLE OF 93 DEGREES 25 MINUTES TO THE RIGHT WITH THE PROLONGATION NORTHEASTERLY OF THE TANGENT TO THE CENTER LINE OF SAID ILLINOIS ROUTE 71 AT THE LAST DESCRIBED POINT, 761 FEET FOR THE POINT OF BEGINNING; THENCE SOUTHWESTERLY ALONG A LINE THAT FORMS AN ANGLE OF 79 DEGREES 47 MINUTES TO THE RIGHT WITH THE PROLONGATION OF THE LAST DESCRIBED LINE, 265.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 126; THENCE SOUTHEASTERLY ALONG SAID CENTER LINE OF ILLINOIS ROUTE 126 TO THE CENTER LINE OF THE EASTERLY FORK OF THE PUBLIC ROAD AFORESAID WHICH RUNS SOUTHEASTERLY FROM SAID ILLINOIS ROUTE 71; THENCE NORTHWESTERLY ALONG THE CENTER LINE OF SAID PUBLIC ROAD TO THE POINT OF BEGINNING; IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. PARCEL "K" DESCRIPTION THAT PART OF THE NORTH HALF OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: 4 EXHIBIT A -1 COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 3; THENCE SOUTH 0 DEGREES 07 MINUTES 44 SECONDS WEST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER, 1284.36 FEET; THENCE NORTH 89 DEGREES 47 MINUTES 31 SECONDS WEST, 684.42 FEET; THENCE NORTH 09 DEGREES 32 MINUTES 39 SECONDS WEST, 590.03 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSIE BOYD BY A DEED DATED MARCH 25, 1929 AND RECORDED DECEMBER 14, 1938 IN DEED RECORD BOOK 88 ON PAGE 399; THENCE NORTH 09 DEGREES 05 MINUTES 46 SECONDS WEST, 748.40 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 71; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11,459.20 FEET AND A RADIAL BEARING OF NORTH 26 DEGREES 50 MINUTES 30 SECONDS WEST AT THE LAST DESCRIBED POINT, 627.46 FEET; THENCE NORTH 60 DEGREES 02 MINUTES 30 SECONDS EAST ALONG SAID CENTER LINE, 332.0 FEET FOR A POINT OF BEGINNING; THENCE SOUTH 12 DEGREES 27 MINUTES 30 SECONDS EAST, 264.0 FEET; THENCE SOUTH 84 DEGREES 27 MINUTES 30 SECONDS EAST, 202.0 FEET; THENCE NORTH 0 DEGREES 42 MINUTES 30 SECONDS WEST, 432.02 FEET TO SAID CENTER LINE; THENCE SOUTH 60 DEGREES 02 MINUTES 30 SECONDS WEST, ALONG CENTER LINE, 291.76 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. PARCEL "L" DESCRIPTION THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 71; THENCE EASTERLY ALONG SAID CENTER LINE 32.2 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 126; THENCE SOUTHEASTERLY ALONG SAID CENTER LINE OF ILLINOIS ROUTE 126, 1049.7 FEET FOR THE POINT OF BEGINNING; THENCE SOUTHWESTERLY AT RIGHT ANGLES TO SAID CENTER LINE, 339.9 FEET TO AN OLD CLAIM LINE; THENCE NORTHEASTERLY ALONG SAID OLD CLAIM LINE WHICH MAKES AN ANGLE OF 44 DEGREES 21 MINUTES MEASURED CLOCKWISE FROM THE LAST DESCRIBED COURSE) 468.6 FEET TO THE CENTER LINE OF SAID ILLINOIS ROUTE 126; THENCE NORTHWESTERLY ALONG SAID CENTER LINE 328.1 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS, EXCEPT THAT PREVIOUSLY ANNEXED. PARCELS CONTAIN 78.145 ACRES MORE OR LESS.) 5 EXHIBIT A -2 PARCEL "A" DESCRIPTION THAT PART OF THE WEST HALF OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SAID SECTION 3; THENCE SOUTH 00 DEGREES 14 MINUTES 45 SECONDS EAST ALONG THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3, 1,284.36 FEET; THENCE SOUTH 89 DEGREES 50 MINUTES 00 SECONDS WEST, 684.42 FEET; THENCE NORTH 09 DEGREES 30 MINUTES 00 SECONDS WEST, 592.27 FEET FOR THE POINT j OF BEGINNING; THENCE SOUTH 57 DEGREES 33 MINUTES 55 SECONDS WEST, 327.57 FEET TO THE EASTERLY LINE OF WING ROAD; THENCE NORTH 21 DEGREES 52 MINUTES 29 SECONDS WEST ALONG SAID EASTERLY LINE 705.85 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF ILLINOIS ROUTE 71; THENCE NORTHEASTERLY ALONG SAID SOUTHERLY LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11,509.16 FEET; A DISTANCE OF 472.39 FEET TO A LINE DRAWN NORTH 09 DEGREES 30 MINUTES 00 SECONDS WEST FROM THE POINT OF BEGINNING; THENCE SOUTH 09 DEGREES 30 MINUTES 00 SECONDS EAST ALONG SAID LINE, 695.72 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. PARCEL "H" DESCRIPTION THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 00 DEGREES 08 MINUTES 14 SECONDS WEST ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER, 1,995.75 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 71; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID CENTER LINE, 30.45 FEET TO THE POINT OF INTERSECTION OF SAID CENTER LINE WITH CENTER LINE OF ILLINOIS STATE ROUTE NO. 126 FOR THE POINT OF BEGINNING; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID ROUTE 71 CENTER LINE, 230.67 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11,459.20 FEET WHICH IS TANGENT TO THE LAST DESCRIBED COURSE AT THE LAST DESCRIBED POINT AT THE LAST DESCRIPTION POINT, 1,141.60 FEET TO THE INTERSECTION WITH THE CENTER LINE EXTENDED NORTHWESTERLY OF WING ROAD; THENCE SOUTH 21 DEGREES 30 MINUTES 13 SECONDS EAST ALONG SAID WING ROAD CENTER LINE, 761.0 FEET; THENCE SOUTH 58 DEGREES 16 MINUTES 47 SECONDS WEST, 265.38 FEET TO SAID ROUTE 126 CENTER LINE; THENCE NORTHWESTERLY ALONG SAID ROUTE 126 CENTER LINE, BEING ALONG A CURVE TO THE LEFT AND HAVING A RADIUS OF 2,292.01 FEET WHICH IS TANGENT TO A LINE DRAWN NORTH 72 DEGREE 1 I EXHIBIT A -2 57 MINUTES 06 SECONDS WEST FROM THE LAST DESCRIBED POINT, 147.83 FEET; THENCE NORTH 76 DEGREES 38 MINUTES 49 SECONDS WEST ALONG SAID ROUTE 126 CENTER LINE, 850.98 FEET; THENCE NORTHWESTERLY ALONG SAID ROUTE 126 CENTER LINE, BEING ALONG A CURVE TO THE RIGHT AND HAVING A RADIUS OF 2,148.79 FEET WHICH IS TANGENT TO THE LAST DESCRIBED COURSE AT THE LAST DESCRIBED POINT, 383.53 FEET TO THE POINT OF BEGINNING, EXCEPTING THEREFROM THAT PART DESCRIBED AS FOLLOWS: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 00 DEGREES 08 MINUTES 14 SECONDS WEST ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER, 1,995.75 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE 71; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID ROUTE 71 CENTER LINE, 261.12 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11,459.20 FEET WHICH IS TANGENT TO THE LAST DESCRIBED COURSE, 1,141.60 FEET TO THE INTERSECTION WITH THE CENTER LINE EXTENDED NORTHWESTERLY OF WING ROAD FOR THE POINT OF BEGINNING; THENCE SOUTH 21 DEGREES 30 MINUTES 13 SECONDS EAST ALONG SAID WING ROAD CENTER LINE, 258.05 FEET; THENCE SOUTH 68 DEGREES 29 MINUTES 47 SECONDS WEST, 200.0 FEET; THENCE NORTH 21 DEGREES 30 MINUTES 13 SECONDS WEST, PARALLEL WITH SAID WING ROAD CENTER LINE, 250.0 FEET TO SAID ROUTE 71 CENTER LINE; THENCE NORTHEASTERLY ALONG SAID ROUTE 71 CENTER LINE, 200.16 FEET TO THE POINT OF BEGINNING, IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, AND ALSO EXCEPTING, THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3 IN TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, KENDALL COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS WITH BEARINGS REFERENCED TO THE ILLINOIS STATE PLANE COORDINATE SYSTEM EAST ZONE NAD83). COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 3; THENCE NORTH O1 DEGREE 35 MINUTES 30 SECONDS WEST, 1,995.04 FEET ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER TO THE CENTER LINE OF A PUBLIC HIGHWAY DESIGNATED IL 71; THENCE NORTH 69 DEGREES 55 MINUTES 19 SECONDS EAST, 31.52 FEET ALONG SAID CENTER LINE TO THE POINT OF BEGINNING; THENCE NORTH 69 DEGREES 55 MINUTES 19 SECONDS EAST, 230.66 FEET ALONG SAID CENTER LINE; THENCE NORTHEASTERLY, 940.58 FEET ALONG AN 11,479.02 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING NORTH 67 DEGREES 34 MINUTES 29 SECONDS EAST, 940.31 FEET; THENCE SOUTH 22 DEGREES 56 MINUTES 31 SECONDS EAST, 60.03 FEET; THENCE SOUTHWESTERLY, 418.10 FEET ON AN 11,539.02 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING SOUTH 66 DEGREES 16 MINUTES 29 SECONDS WEST, 418.08 FEET; THENCE SOUTH I 2 EXHIBIT A -2 59 DEGREES 24 MINUTES 09 SECONDS WEST, 71.10 FEET; THENCE SOUTH 25 DEGREES 14 MINUTES 24 SECONDS WEST, 60.52 FEET; THENCE SOUTHEASTERLY, 570.87 FEET ON AN 875.00 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING SOUTH 55 DEGREES 22 MINUTES 46 SECONDS EAST, 560.80 FEET; THENCE SOUTH 74 DEGREES 04 MINUTES 13 SECONDS EAST, 274.41 FEET; THENCE SOUTH 64 DEGREES 05 MINUTES 29 SECONDS EAST, 35.85 FEET; THENCE SOUTH 56 DEGREES 49 MINUTES 00 SECONDS WEST, 64.56 FEET TO THE CENTER LINE OF A PUBLIC HIGHWAY DESIGNATED IL 126; THENCE NORTHWESTERLY, 162.08 FEET ON SAID CENTER LINE BEING A 2,291.64 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING NORTH 76 DEGREES 16 MINUTES 12 SECONDS WEST, 162.05 FEET; THENCE NORTH 78 DEGREES 17 MINUTES 46 SECONDS WEST, 357.37 FEET ON SAID CENTER LINE; THENCE NORTH 53 DEGREES 52 MINUTES 46 SECONDS WEST, 96.76 FEET TO THE EXISTING NORTHERLY RIGHT OF WAY LINE OF IL 126; THENCE NORTHWESTERLY, 297.03 FEET ON A 990.00 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING NORTH 45 DEGREES 17 MINUTES 03 SECONDS WEST, 295.92 FEET;j THENCE NORTH 36 DEGREES 39 MINUTES 21 SECONDS WEST, 23.77 FEET; THENCE NORTH 77 DEGREES 19 MINUTES 38 SECONDS WEST, 84.74 FEET; THENCE SOUTH 69 DEGREES 03 MINUTES 36 SECONDS WEST, 100.61 FEET; THENCE SOUTH 69 DEGREES 55 MINUTES 52 SECONDS WEST, 149.98 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF SAID IL 71; THENCE SOUTH 65 DEGREES 32 MINUTES 40 SECONDS WEST, 113.94 FEET TO THE CENTER LINE OF SAID IL 126; THENCE NORTHWESTERLY, 119.55 FEET ON SAID CENTER LINE BEING A 2,170.59 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING NORTH 69 DEGREES 20 MINUTES 17 SECONDS WEST, 119.54 FEET TO THE POINT OF BEGINNING. PARCELS CONTAIN 15.323 ACRES MORE OR LESS.) i I, I I 3 i I v . Iwl, "vduJm S uB W' 7e"e —LZs :a3svaaI« „IWea , .omN s L133N5 :ennxaxaelxsxefa ]xaNI 'oxlxxlea. e] axmmYae.eum,weYlseoannwssxa I eB]C0eI' oNeorYO -e- SOmwLL31NOdW00 axioxom .wusawumx »uaNaAlasslAUflailnlOlnroux .,tltasnxanosaxnuxal Y/ N :'ON 'Od /'N9 0, S' NMrtlN :A9Np OL6 I- NOLLYN3NNVI— 3u ... 0e\ tl :'I. om y wn :rylw. Mwoauoavn -3 t aiicb' ixii " inir° ma0 OIOLa OruY BBIL' ZBB' OCJ :% YlOOLZ - twd IB :Ntlf. wovY " O m tlLM, I ° a " xioMi i ° tl 1 Z11Nn30V' 1tW33tLLNIVtl ccSL° 6-:0600 .IYUNIIwo,rt1ypalwiuoxm0N] &+ 004 •any ' Iul] NYpNe4MOJZZIo » xraTTT Fu. uuYldAYY.., nSYuT ' .wlau3Illmuep isaxaxa wi 0° m ]”' » xaximiNrmiaat.lan°aOlvseeYaafavumawav °naxanna ee m_P' E'I a30M a7nnxaroa210A" 3 a Lrnrn YCItlnof ]1r0nalavxlexJ ua3YlfnNawx —o— 'tw-39eenao, N011dIaO " . ro "1 130avdI3 . L01QlX p• lyN/ X Q tlaA] ntl4 " Tmalsi ° ] ONd S' IIX3tlilt,l01133 LLOwiuHNOIU3f .31tivn0tl0tl3Ntl00NOIU355 A, n I iISe{ .SO. 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"':o o > o a =a " a;;; o° l a " ; ^ °t3Hsosa3X3rAnr as3x3W 1* 13111TNI Y3pWIt3 Nnx aloenn a a. xrtl xatlex » taxYlN3xnaxYxNa a. exlaxA. Ai l e¢ ] .tlmxxoat » etlumnoae> «, °fYN. as Yawx3x1 v vaa toI xawx »n . 'aaaenwalWMnea ¢Inart 3 axlx «mamarear », nY,. as] W aaNr eex »3. wfun. aa' o". 3 Y]Yaxann »:3NaINolaa] aNiYxY,. aft, aYx » .. »,nxn mtNnawxiwx nr aa a» aateY¢ wa• Ia, xneutt nY teoa. a+aa a ¢Ira ,eail, 'YtlY a. nNaaxlaxaWlY mmaof mI a aw „Y +.rm. lmme •NrlYle..,.. laxlmYNINatxaeeaanaxf „Ye .. and »aaYx. IYINax,. elax meNINaAMeYaan1 eY eNna •xatlYx aa ,ae,.xNatlex .Mwatlr, an+ aMNLLwN •a. nNamY311tla. Na NOIldIa0530M. 130tlVdNOIJ41a0S30 .0. 13Otivd OOZ -.L1 3M5 NIldla0NOI1vz3NNV IVxlnl •aaxn »,trox3N'„ ramNeeelxsxxva OOZ0DOLMmINNIOIeqaxlaaaNaa! llaeat' a¢I IV Itaw ,l3llaara. l Ix. w.alelxSION1111 '111Nf100IIYON3M 'dIHSNMOIIlVON3NNINV10PJ3HlVdIONWd aoo ammaY ° Naa¢ x nxn, atlauvnYu3wumealnav ¢xlm CNIHI3HLd0LSV330NVNN 'HLHON9£ ' 111 dlHSSNMM01 '£ NOLLL033SAIDINVdNI k 3. AiOl. LYJ07 aweoaanLa¢ xw Nu" xnelNexx° at3. m17711171( 1a10J (THJ L11 n la..xulml na NOIldIa0S30 " .9. 130aVd uxt »awwotullar. .. x. ru .Iw 5NoILdI8OS39NOI . LV72JFl6 JH, vs A10UMINAW, 10 1" d i i EXHIBIT "C" B -3 SERVICE BUSINESS DISTRICT THAT PART OF THE WEST HALF OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPALMERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SAID SECTION 3; THENCE SOUTH 00 L4'45" EAST, ALONG THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3, L284,36 FEET; THENCE SOUTH 89 °50'00" WEST, 684.42 FEET THENCE NORTH 09°30'00" WEST, 592.27 FEET; THENCE SOUTH 57 °33'55" WEST, 327,57 FEET TO THE EASTERLY LINE OF WING ROAD; THENCE NORTH 21 WEST, ALONG SAID EASTERLY LINE, 705.85 FEET TO THE SOUTHERLY RIGHT -OF -WAY LINE OF ILLINOIS ROUTE 71 FOR THE POINT OF BEGINNING; THENCE SOUTH 21 052129" EAST, ALONG SAID EASTERLY LINE,L19.0. FEET; THENCE NORTH 68 °07'31" EAST, PERPENDICULAR TO SAID EASTERLY LINE, 211 .0 FEET; THENCE NORTH 21 52'29" WEST, PARALLEL WITH SAID EASTERLY LINE, 131,87 FEET TO SAID SOUTHERLY RIGHT -OF -WAY LINE OF ILLINOIS ROUTE 71; THENCE SOUTHWESTERLY, ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, BEING A CURVE TO THE RIGHT WITH A RADIUS OF 11509.16 FEET, AN ARC DISTANCE OF 211.39 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS AND CONTAINING 0.6060 ACRE. THAT PART OF THE WEST HALF OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SAID SECTION 3; THENCE SOUTH 00 °14'45 "BAST, ALONG THE BAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3,1284.36 FEET, THENCE SOUTH 89-50 00" WEST, 684.42 FEET; THENCE NORTH 09 °30 WEST, 592.27 FEET FOR THE POINT OF BEGINNING; THENCE SOUTH S7 °33 SS" WEST, 32757 FEETTOTHEEASTERLYLINEOFWINGROAD; THENCE NORTH 21 °5229" WEST, ALONG SAID EASTERLY LINE, 586.85 FEET TO A POINTON SAID EASTERLY LINE WHICH IS 119.0 FEET (MEASURED ALONG SAID EASTERLY LINE) SOUTHBASTERLY OF THESOUTHERLYRIGHT -OF -WAY LINE OF ILLINOIS ROUTE 71; THENCE NORTH 68 °07 EAST, PERPENDICULAR TO SAID EASTERLY LINE, 211.0 FEET; THENCE NORTH 21 °52'29" WEST, PARALLEL WITH SAID EASTERLY LINE, 131.87 FEET TO SAID SOUTHERLY RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 71; THENCE NORTHEASTERLY, ALONG SAID SOUTHERLY RIGHT -OF- WAY LINE, BEING A CURVE TO THE LEFT WITH A RADIUS OF 11509.16 FEET, AN ARC DISTANCE OF 261,03 FEET TO A LINE DRAWN NORTH 09 °30'00" WEST FROM THE POINT OF BEGINNING; THENCE SOUTH 09 °30'00" EAST, ALONG SAID LINE, 695.72FEETTOTHEPOINTOFBEGINNINGINKENDALLTOWNSHIP, KENDALL COUNTY, ILLINOIS AND CONTAINING 5.6041 ACRES. THAT PART OF THE NORTH 1/2 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 3; THENCE SOUTH 0 DEGREES, 07 MINUTES, 44 SECONDS WEST ALONG THE EAST LINE OF SAID SOUTHWEST 1/4,1284.36 FEET;THENCE NORTH 89 DEGREES, 47 MINUTES, 31 SECONDS WEST, 684.42 FEET; THENCE NORTH 09 DEGREES, 32 MINUTES, 39SECONDSWEST, 590.03 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSIE BOYD BY A DEED DATED MATCH 25,1929 AND RECORDED DECEMBER 14,1938 IN DEED RECORD BOOK 88 ON PAGE 399; THENCE NORTH 09 DEGREES, 05 MINUTES, 46 SECONDS WEST, 748.40 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE TIC. 71; THENCE NORTHEASTERLY-ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11,459.20 FEET AND A RADIAL BEARING OF NORTH 26 DEGREES, 50 MINUTES, 30 SECONDS WEST AT THE LAST DESCRIBED POINT. 627.46;THENCE NORTH 60 DEGREES, 02 MINUTES, 30 SECONDS EAST ALONG SAID CENTER LINE, 332.0 FEET FOR A POINT OF iBEGINNING; THENCE SOUTH 12 DEGREES, 27'MINUTES, 30 SECONDS EAST, 264.0 FEET: THENCE SOUTH 84 DEGREES, 27 MINUTES, 30 SECONDS EAST, 202.0 FEET: THENCE NORTH 0 DEGREES, 47MINUTBS, 30 SECONDS WEST, 423.02 FEET TO SAID CENTERLINE: THENCE SOUTH 60 DEGREES, 02 MINUTES, 30 SECONDS WESTALONG CENTER LINE, 291.76 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. THAT PART OF THENORTHEAST, NORTHWEST AND SOUTHWEST QUARTERS OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7EASTOFTHETHIRDPRINCIPALMERIDIANDESCRIBEDASFOLLOWS: • COMMENCING AT THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER 1284.36 FEET; THENCE SOUTH 89 DEGREES 29 MINUTES 40 SECONDS WEST 680.30 FEET;THENCE NORTH 09 DEGREES 33 MINUTES 27 SECONDS WEST 10.0 FEET FOR A POINT OF BEGINNING; THENCENORTH 09 DEGREES. 33 MINUTES 27 SECONDS WEST 579.63 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSIE BOYD BY A DEED DATED MARCH 25,1929 AND RECORDED DECEMBER 14,1938 IN DEED RECORD BOOK 88 ON PAGE 399; THENCE NORTH 09 DEGREES 05 MINUTES 24 SECONDS WESTALONG THE EAST LINE OF SAID BOYD TRACT 748.57 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 71; THENCE NORTHEASTERLYALONGSAIDCENTERLINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 11, 459.20 FEET AND A RADIAL 13BARING OF NORTH 26 DEGREES 49 MINUTES 16 SECONDS WEST AT THE LAST DESCRIBED POINT 627.46 FEET; THENCE NORTH 60 DEGREES 02 MINUTES 30 SECONDS EAST ALONG SAIL) CENTER LINE332.0 FEET, THENCE SOUTH 12 DEGREES 27 MINUTES 30 SECONDS EAST 264.0 FEET; THENCE SOUTH 84 DEGR13ES 27 MINUTES 30 SECONDS BAST 202.0 FEET; THENCE NORTH 00 DEGREES 42 MINUTES 30 SECONDS WEST 423.02 FEET TO SAID CENTER LINE; THENCE NORTH 60 DEGREES 02 MINUTES 30 SECONDS BAST ALONG SAID CENTER LINE 412.69 FEET TO A LINE DRAWN NORTH 00 DEGREES 10 MINUTES 46 SECONDS EAST PARALLEL WITH TILE WEST LINE OF SAID NORTHEAST QUARTER, FROM A POINT ON THE SOUTH LINB OF SAID NORTHEAST QUARTER WHICH IS 598.62 FEET EASTERLY OF THE SOUTHWEST CORNER OF SAID NORTHEAST QUARTER: THENCE SOUTH 00 DEGREES 10 MINUTES 48 SECONDS WEST ALONG SAID PARALLEL LINE 880.56 FEET TO SAID SOUTH LINE; THENCE SOUTH 89 DEGREES 34 MINUTES 48 SECONDS WEST ALONG SAID SOUTH LINE 598.62 FEET TO SAID SOUTHWEST CORNER; THENCE SOUTH 00 DEGREES 10 MINUTES 48SECONDSWESTALONGSAIDBASTLINE1275.36 FEET TO A LINE DRAWN SOUTH 89 DEGREES 40 MINUTES 33 SECONDS EAST FROM THE POINT OF BEGINNING; THENCE NORTH 89 DEGREES 40 MINUTES 33 SECONDS WEST 681.94 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS A PERPETUAL EASEMENT FOR THE OPERATION, MAINTENANCE AND USE OF A SEPTIC FIELD FOR THE BENEFIT OF PARCEL ONE HERF,INABOVE DESCRIBED, UNDER AND UPON THE FOLLOWING DESCRIBED PARCEL OF REAL ESTATE CONTIGTJOUS TO PARCEL ONE TO WIT: COMMENCING AT THE MOST NORTHERLY CORNER OF PARCEL ONE HEREINABOVE DESCRIBED ON THE CENTER LINE OF ILLINOIS STATEROUTE NUMBER 126; THENCE SOUTH 45 DEGREES 05 MINUTES 49 SECONDS WEST, 47.12 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF ILLINOIS STATE ROUTE NUMBER 126, FOR THE POINT OF BEGINNING; THENCECONTINUINGSOUTH45DEGREES05MINUTES49SECONDSWEST, 105.0 FEET; THENCE NORTH 32 DEGREES 08 MINUTES 38 SECONDS WEST, 152.18 FEET; THENCE SOUTH 76 DEGREES 09 MINUTES 49 SECONDS EAST, 5.28 PEEP; THENCE SOUTH 70 DEGREES 39 MINUTES 49 SECONDS EAST, 158,6S FEET, TO THE POINT OP BEGINNING IN KENDALL TOWNSHIP, ALL INKENDALLCOUNTYILLINOIS. THAT PART OF THE SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPALMERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST 1/4; THENCENORTHERLYALONGTHEWESTLINEOFSAIDSOUTHWEST1/4,798.60 FEET TO AN OLD CLAIM LINE; THENCE NORTHERLY ALONG SAD WEST LINE, 1118.27 FEET A POINT OF BEGINNING THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS ANANGLEOF28DEGREES33MINUTES54SECONDSWITHTHELASTDESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 228.53 PEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 178 DEGREES 11 MINUTES 35 SECONDS WITH THE LASTDESCRIBED COURSE, MEASUREDCOUNTERCLOCKWISETHEREFROM, 112.67 FEET TO A LIME DRAWN PARALLEL WITH AND 160.0 FEET NORMALLY DISTANT,EASTERLY OF SAID WEST LINE, THENCE SOUTHERLY ALONG SAIL) PARALLEL LINE, 717.44 FEET TO SAID CLAIM LINE; THENCE NORTHEASTERLY ALONG SAD CLAIM LINE, 941.92 FEET TO A POINT ON A LINE DRAWN SOUTHWESTERLY,PERPENDICULAR TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 126 PROM A POINT ON SAID CENTER LINE WHICH IS 1049.70 FEET, AS MEASURED ALONG SAID CENTER LINE, SOUTHEASTERLY OF THE INTERSECTION OF SAD CENTER LINE WITH THE CENTER LINE OF ILLINOIS STATE ROUTE 71; THENCE NORTHEASTERLY TO SAID POINT ON SAID CENTER LINE OF ILLINOIS ROUTE 126 AFORESAID; THENCE NORTHWESTERLY ALONG SAID ROUTE 126 CENTER LINB AND TO SAIDROUTE71CENTERLINE; THENCE SOUTHWESTERLY ALONG SAID ROUTE 71 CENTER LINE, 30.58 FEET TO SAID WEST LINE;THENCE SOUTHERLY ALONG SAID WEST LINE, 78.83 FEET, TO THE POINT OF BEGINNING (EXCEPTING THEREFROM THAT PART OF THE SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS: COMMENCING AT HE SOUTHWEST CORN R OF SAID SECTION, 3; THENCE NORTH 00 DEGREES 00 MINUTES 38 SECONDS EAST, ON A BEARING REFERENCED TO AN ASSUMED NORTH, 1925.21 FEET ON THE WEST LINE OF SAID SOUTHWEST 1/4; THENCE SOUTH 89 DEGREES 59 MINUTES 22 SECONDS BAST 58.5S FEET TO THE EXISTING SOUTHEASTERLY RIGHT OF.WAY LINE-OF A.F.A.P. ROUTE 311(ILROUTE 71) AND THE POINT OF BEGINNING; THENCE NORTH 72 DEGREES 34 MINUTES 00 SECONDS EAST 35.28 FEET ON SAID SOUTHEASTERLY RIGHT OF WAY LINE TO THE SOUTHERLY RIGHT OF WAY LINE OF S.B.I. ROUTE 66 (1L ROUTE 126); THENCE SOUTH 70 DEGREES 08 MINUTES 35 SECONDS BAST 125.66FEET ON SAID SOUTHERLY RIGHT OF WAY LINE; THENCE NORTH 81 DEGREES 09 MINUTES 04 SECONDS WEST 51.85 FEET; THENCE NORTH 76 DEGREES 30 MINUTES 40 SECONDS WEST 103.47 FEET TO THE POINT OF BEGINNING), INKENDALLTOWNSHIP, KENDALL COUNTY, ILLINOIS. THAT PART OF THE SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWESTI /4; THENCENORTHERLYALONGTHEWESTLINEOFSAIDSOUTHWEST1/4,798.60 FEET TO AN OLD CLAIM LINE FORA POINT OF BEGINNING; THENCE NORTHERLY ALONG SAID WEST LINE, 1118.27 FEET; THENCE SOUTHBASTERLY ALONG A LINE WHICH FORMS AND ANGLE OF 28 DEGREES 33 MINUTES 54 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURE) COUNTERCLOCKWISE THEREFROM, 228.53 FEET; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 178 DEGREES 11 MINUTES 35 SECONDS WITH TILE LAST DESCRIBED COURSE, MEASURED COUNTERCLOCKWISE THEREFROM, 112.67 FEET TO A LINE DRAWN PARALLEL WITH AN) 160.0 FEETNORMALLYDISTANT, EASTERLY OF SAID WEST LINE, THENCE SOUTHERLY ALONG SAID PARALLEL LINE, 717.44 FEET TO SAID CLAIM LINE, THENCE SOUTHWESTERLY ALONG SAID CLAIM LINE, 188.42 FEET TO THE POINT OF BEGINNING, INKENDALLTOWNSHIP, KENDALL COUNTY, ILLINOIS. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL. MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER;THENCE NORTH ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.6 FEET TO THE CENTER LINE OF ILLINOISROUTE71; THENCE NORTHEASTERLY ALONG THE SAID CENTER LINE OF ILLINOIS ROUTE 71,1411.3 FEET TO THE CENTER LINE EXTENDED NORTHWESTERLY OF THE PUBLIC ROAD RUNNING SOUTHEASTERLY FROM SAID ILLINOIS ROUTE 71,COMMONLY KNOWN AS WING ROAD; THENCE SOUTHEASTERLY ALONG TILE EXTENDED CENTER LINE AND THE CENTER LINE OF SAID PUBLIC ROAD, BEING ALONG A LINE THAT FORMS AN ANGLE OF 93 DEGREES 25' TO THE RIGHT WITH THE PROLONGATION NORTHEASTERLY OF THE TANGENT TO THE CENTER LINE OF SAID ILLINOIS ROUTE 71 AT THE LAST DESCRIBED POINT, 761 FEET FOR THE POINT OF BEGINNING; THENCE SOUTHWESTERLY ALONG A LINE THAT FORMS AN ANGLE OF 79 DEGREES 47 TO THE RIGHT WITH THE PROLONGATION OF THE LAST DESCRIBED LINE 265.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 126; THENCE SOUTHEASTERLY ALONG SAID CENTER LINT OF ILLINOIS ROUTE 126 TO THE CENTER LINE OF THE EASTERLY FORK OF THE PUBLIC ROAD AFORESAID WHICH RUNS SOUTHEASTERLY FROM SAID ILLINOIS ROUTE 71; THENCE NORTHWESTERLY ALONG THE CENTER LINE OF SAID PUBLIC ROAD TO THE POINT OF BEGINNING; TO THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. GRANTEE HEREBY ASSUMES AND AGREES TO PAY THE UNPAID BALANCE ON THE EXISTING MORTGAGE RECORDED IN BOOK PAGE , THE DEBT SECURED THEREBY AND ALSO HEREBY ASSUMES -THE OBLIGATIONS UNDER THE TERN OF THE INSTRUMENTS CREATING THE LOANS DOCUMENT NO.79- -1053. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AI' THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE - NORTH 00 DEGREES 08 MINUTES 14 SECONDS WEST ALONG -THE WEST LINE OF SAID SOUTHWEST QUARTER, -1,995.75 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 71; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID CENTER LINE 30.45 FEET TO THE POINT OF INTERSECTION OF SAID CENTER LINE WITH CENTER LINE OF ILLINOIS STATE ROUTE NO. 126 FOR THE POINT OF BEGINNING; THENCE NORTH 71 DEGREES 23 MINUTES59SECONDSEASTALONGSAIDROUTE71CENTERLINE230.67 FEET TO A POINT OF CURVATURE; THENCENORTHEASTERLYALONGACURVETO -THE. LEFT HAVING A RADIUS OF 11,459.20 FEET WHICH IS TANGENT TO THE LASTDESCRIBEDCOURSEATTHELASTDESCRIBEDPOINTATTHELASTDESCRIPTIONPOINT, 1,141.60 FEET TO THEINTERSECTIONWITHTHE- CENTER LINE EXTENDED NORTHWESTERLY OF WING ROAD; THENCE SOUTH 21 DEGREES 30MINUTES13SECONDSEASTALONGSAIDWINGROADCENTERLINE761.0 FEET: THENCE SOUTH 58 DEGREES 16 MINUTES47SECONDSWEST265.35 FEET TO SAID ROUTE 126 CENTER LINE; THENCE NORTHWEST13RLYALONG SAID ROUTE 126 CENTER LINE BEING ALONG A CURVE TO THE LEFT AND HAVING A RADIUS OF 2,292.01 FEET WHICH IS TANGENT TO ALINEDRAWNNORTH72DEGREES57MINUTES06SECONDSWESTFROMTHELASTDESCRIBEDPOINT147.93 FEET; THENCENORTH16DEGREES38MINUTES49SECONDSWESTALONGSAIDROUTE126CENTERLINE850.98 FEET; THENCE NORTIPMTBRLY ALONG SAID ROUTB 126 CBNTERLINE BEING ALONG A CURVE TO THE RIGHT AND HAVING A RADIUS OF 2,148.79 FEET WHICH IS TANGENT TO THE LAST DESCRIBED COURSE AT THE LAST DESCRIBED POINT, 383.53 FEET TOTHEPOINTOFBEGINNING, EXCEPTING THEREFROM THAT PART DESCRIBED AS FOLLOWS: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36- NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THUSOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH00DEGREES0$ MINUTES 14 SECONDS WEST ALONG -THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.75 FEET TO THECENTERLINEOFILLINOISSTATEROUTE71; THENCE NORTH 71 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAIDROUTE71CENTERLINE261.12 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 15,459.20 FEET WHICH IS TANGENT TO THE LAST- DESCRIBED COURSE 1141.60 FEET TO THEINTERSECTION -WITH THE CENTERLINE EXTENDED NORTHWESTERLY OF WING ROAD FOR THE POINT OF 13EGINNINGMMNCE SOUTH 21 DEGREES 30 MINUTES 13 SECONDS EAST ALONG SAID WING ROAD CENTER LINE 258.05 FEET; THENCE SOUTH 58 DEGREES 29 MINUTES 47 SECONDS WEST 200.0 FEET; THENCE NORTH 21 DEGREES 30 MINUTES 13SECONDSWESTPARALLELWITHSAIDWINGROADCENTERLINE250.0 FEET TO SAID ROUTE 71 CENTER LINE; THENCENORTHEASTERLYALONGSAIDROUTE71CENTERLINE200.16 FEET TO THE POINT OF BEGINNING, IN THE UNITED CITY OFYORKVILLE, KENDALL COUNTY, (ILLINOIS, AND ALSO EXCEPTING, THAT PART OF THE AS SOUTH WEST QUARTER OFSECTION3INTOWNSHIP38NORTH, RANGE 7 ET OF THE THIRD PRINCIPAL MERIDIAN, UTHWE COUNTY, ILLINOIS,DESCRIBED AS FOLLOWS WITH BEARINGS REFERENCED TO THE ILLINOIS STATE PLANE COORDINATE SYSTEM EASTZONE (NAD83): COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHWEST 114 OF SAID SECTION 3; THENCE NORTH 01 DEGREE 35MINUTES30SECONDSWEST, 1,995.04 FEET ALONG THE WEST LINE OF SAID SOUTHWEST 1/4 TO THE CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED IL 71; THENCE NORTH 69 DEGREES 55 MINUTES 19 SECONDS EAST, 31.52 FEET ALONG SAIDCENTERLINETOTHEPOINTOFBEGINNING-FROM THE POINT OF BEGINNING; THENCE NORTH 69 DEGREES 55 MINUTES 19SECONDSEAST, 230.66 FEETALONG SAID CENTERLINE; THENCE NORTHEASTERLY, 940.56 FEETALONG AN 11,479.02FOOTRADIUSCURVETOTHELEFTHAVINGACHORDBEARINGNORTH67DEGREES34MINUTES29SECONDSEAST, 940.31FEET; THENCE SOUTH 22 DEGREES 56 MINUTES 31 SECONDS EAST, 60.03 FEET; THENCE SOUTHWESTERLY, 418.10 FEET ONAN11,539.02 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING SOUTH 66 DEGREES 16 MINUTES 29 SECONDSWEST, 418,08 FEET; THENCE SOUTH 59. DEGREES 24 MINUTES 09 SECONDS WEST, 7 1. 10 FEET; THENCE SOUTH 25 DEGREES 14 MINUTES 24 SECONDS WEST, 60.52 FEET; THENCE SOUTHEASTERLY, 570.87. FEET ON AN 675.00 FOOT RADIUS CURVE TO THE LEFT HAVING A.CHORD BEARING SOUTH 55 DEGREES 22 MINUTES 46 SECONDS EAST, 560.90 FEET; THENCE SOUTH 74DEGREES04MINUTES13SECONDSEAST. 274.41 FEET; THENCE SOUTH 64 DEGREES 05 MINUTES 29 SECONDS EAST, 35.85FEET; THENCE SOUTH 55 DEGREES 49 MINUTES 00- SECONDS WEST, 64.56 FEET TO THE CENTERLINE OF &PUBLICHIGHWAYDESIGNATEDIL126; THENCE NORTHWESTERLY, 162.08 FEET ONSAID CENTERLINE BEING 2,29L.64 FOOT RADIUS CURVE TO TILE LEFT HAVING A CHORD BEARING NORTH 76 DEGREES 16 MINUTES 12 SECONDS WEST, 162.05 FEET,THENCE NORTH 78 DEGREES 17 MINUTES 46 SECONDS WEST, 357.37 FEET ON SAID CENTERLINE; THENCE NORTH 53DEGREES52MINUTES46SECONDSWEST, 96.76 FEET TO THE EXISTING NORTHERLY RIGHT OF WAY LINE OF IL 126;THENCE NORTHWESTERLY, 297.03 FEET ON A 990.00 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING NORTH45 DEGREES 17 MINUTES 03 SECONDS WEST, 295.92 FEET; THENCE NORTH 36 DEGREES 39 MINUTES 21 SECONDS WEST, 23.77 FEET; THENCENORTH77 DEGREES 19 MINUTES 36 SECONDS WEST, 64.74 FEET; THENCE SOUTH 69 DEGREES 03MINUTES36SECONDSWEST, 100,61 FEET; THENCE SOUTH 69 DEGREES 55 MINUTES 52 SECONDS WEST, 149.98 FEET TO THESOUTHERLYRIGHTOFWAYLINEOFSAIDIL71; THENCE SOUTH 65 DEGREES 32 MINUTES 40 SECONDS WEST, 113.94 FEETTOTHECENTERLINEOFSAIDIL126; THENCE NORTHWESTERLY, 119.55 FEET ON SAID CENTERLINE BBINGA 2,170.59 FOOT RADIUS CURVE TO THE RIGHT HAVING ACHORDBEARINGNORTH69DEGREES20MINUTES17SECONDSWEST, 119.54 FEET TO THE POINT OF BEGINNING. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SOUTHWESTQUARTER; THENCE NORTH 07'44 "BAST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER 1236.84 FEET TO APOINTONSAIDEASTLINEWHICHIS1284.36 FEET SOUTH OF TIM NORTHEAST CORNER OF SAID SOUTHWEST QUARTER, THENCE NORTH 89 °47'31" WEST, 684.42 FEET; THENCE NORTH 09 032'39" WEST, 590.03 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TO ELSIE BOYD BY DEED DATED MARCH 25, 1929ANDRECORDEDDECEMBER14, 1938 IN DEED RECORD 88 ON PAGE 399, FOR THE POINT OF BEGINNING;THENCE SOUTH 57 °58 56" WEST ALONG THE SOUTHERLY LINE OF SAID BOYD TRACT AND SAID SOUTHERLY LINE EXTENDED 352.89 FEET TO THE CENTER LINE OF WING ROAD; THENCE SOUTH 21 °28'35" EAST ALONG SAID CENTERLINE 1 31.00 FEET; THENCE NORTH 57 °5856" EAST PARALLEI. WITH SAID SOUTHERLY LINE 323.58 FEET A POINT WHICH IS SOUTH 09 °32'39" EAST, 139.37 FEET FROM THE POINT OF BEGINNING; THENCE NORTH09 °32'39" WEST, 139.37 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER;THENCE NORTH ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER 1995.6 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 7L; THENCE EASTERLY ALONG SAID CENTER LINE 32.2 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 126; THENCE SOUTHEASTERLY ALONG SAID CENTER LINE OF ILLINOIS ROUTE 126,1049.7 FEET FOR THE POINT, OF BEGINNING; THENCE SOUTHWESTERLY AT RIGHT ANGLES TO SAID CENTER LINE, 339.9 FEET TO AN OLD CLAIM LINE; THENCE NORTHEASTERLY ALONG SAID OLD CLAIM LINE WHICH MAKES AN ANGLE OF 44'21' (MEASURED CLOCKWISE FROM THELASTDESCRIBEDCOURSE) 468.6 FEET TO THE CENTER LINE OF SAID ILLINOIS ROUTE 126; THENCE NORTHWESTERLY ALONG SAID CENTER LINE 328.1 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. EXCEPT THEREFROM THE BELOW DESCRIBED PARCEL: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPALMERIDIAN, KENDALL COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS WITH BEARINGS REFERENCED TO THE ILLINOIS STATE PLANE COORDINATE SYSTEM EAST ZONE (NAD83): COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 3; THENCE NORTH 01 DEGREE 35 MINUTES 30 SECONDS WEST, 1,995.04 FEET ALONG THE WEST LINE OF THE SOUTHWEST QUARTEROF SAID SECTION 3 TO THE `CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED IL 71; THENCE NORTH 69 DEGREES 55 MINUTES 19 SECONDS EAST, 31.52 FBETALONG SAID CENTERLINE TO THE CENTERLINE OF A PUBLIC HIGHWAY DESIGNATED IL 126; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE, 399.15 FEET ALONG A 2,170.59 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING OF SOUTH 73 DEGREES 01 MINUTE 41 SECONDS EAST, 398.58 FEET THENCB SOUTH 78 DEGREES 17 MINUTES 46 SECONDS EAST, 649.36 FEET ALONG SAID CENTERLINE TO THE POINT OF BEGINNING, FROM THE POINT OF BEGINNING, THENCE SOUTH 78' DEGREES 17 MINUTES 46 SECONDS EAST, 172.16 FEET ALONG SAID CENTERLINE; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE, 162.08 FEET ALONG A 2,291,64 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING OF SOUTH 76 DEGREES 16 MINUTES 12 SECONDS EAST, 162.05 FEET; THENCE SOUTH 56 DEGREES 32 MINUTES 11 SECONDS WEST 65.63 FEET; THENCE NORTH 74 DEGREES 04 MINUTES 13 SECONDS WEST, 5.13 FEET; THENCE NORTH 65 DEGREES 29 MINUTES 14 SECONDS WEST, $0.57 FBET TO THE SOUTHERLY RIGHT OF WAY LINE OF IL 126; THENCE NORTHWESTERLY, 61.11 FEET ON SAID RIGHT OF WAY LINE BEING ON A 2,251.64 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD BEARING OF NORTH 77 DEGREES 31 MINUTES 09 SECONDS WEST, 61.11 FEET; THENCE NORTH 78 DEGREES 17 MINUTES 46 SECONDS WEST, 172.27 FEET ALONG SAID SOUTH RIGHT OF WAY LINE; THENCE NORTH 11 DEGREES 52 MINUTES 19 SECONDS BAST, 40.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.297 ACRE MORE OR LESS, OF WHICH 0.290 ACRE, MORE OR LESS, IS LYING WITHIN PUBLIC ROAD RIGHT OF WAY, SITUATED IN THE COUNTY OF KENDALL AND STATE OF ILLINOIS, HEREBY RELEASING AND WAVING ALL RIGHTS UNDERAND BY VIRTUE OF THE HOMESTEAD EXEMPTION LAWS OF THE STATE. I EXHIBIT "C -1" Windmill Farms - B -3 Service Business Permitted Uses This exhibit lists all permitted uses within the B -3 Service Business District as they exist in the current Zoning Ordinance. Uses excluded and not permitted by this Agreement are crossed out as follows: (no permitted °° ) OFFICE DISTRICT (0) Advertising agency. Bank (allowable by provisions of Windmill Agreement) Barber shop. Beauty shop. Bookkeeping service. Oral; priv e . Coffee shop. College, university or junior college. Commercial school, trade school - offering training in classroom study. Detective agency. Employment office. Engineering office. Government office. Income tax service. Insurance office. Library. Manufacturing agent's office. Medical clinic. Park. Professional offices. Public accountant. Real estate office. Stenographic service. Stock broker. Telegraph office. Ti „ff e Title company. Travel agency. Utility office. (Ord. 1973 -56A, 3- 28 -74) Special Uses R- 401 igposa? _.W (Ord. 1973 56A, , 3 28 1974; „„„f Or 1995 20, 8 10 499-5) LIMITED BUSINESS DISTRICT (B -1) All uses permitted in the O district. Antique sales. A partments, gle family l to in Nusin building Bakery - retail. it Barbershop. Beauty shop. Bookstore. Cafeteria (diner). Camera shop. Church or other place of worship. Cigar-, eigarette and tabaeee store. Clothes - pressing and repair. Coal; private C--!ub pri mte -user. Community center. Dressmaker - seamstress. Drugstore. Florist sales. Fruit and vegetable market - retail. Gift shop. Grocery store - supermarket. Gymnasium. Health food store. Hobby shop. Hospital (general). Hospital or treatment center. Household furnishing shop. Ice cream shop. Jewelry - retail. Laundry, cleaning and dyeing - retail. Library. Magazine and newsstand-. Meat market. Medical clinic. Mortuary - funeral home. Park. Photography studio. Playground. Post office. Professional building. Recreation center. Restaurant. Shoe and hat repair. Su bstation. Swimming pool - indoor. Tennis club - private or daily fee. glen (Ord. 973 36r, 3 28 1974; . , md. 1994 Code;- Ord. 1 -O99 24 1991; Ord 2043 41 7 77 2003) GENERAL BUSINESS DISTRICT (B -2) All uses permitted in the O and B -I Districts. Appliances - sales. Army/Navy surplus sales. Art gallery - art studio sales. Art supply store. Auditor-itim. Automatic food service. Automobile accessory store. Automobile rental. Bicycle shop. Billiard parlor. Blueprint and photostat shop. Bowling .,lla.. Carry -out food service.ICatalogsalesoffice. Clothing store - all types. Danee hall. Department store. Discount store. Drygoods store - retail. Floor covering sales. Furniture sales - new /used. Hardware store. Health club or gymnasium. Hotel. Interior decorating studio. Junior department store. Leather goods. Locksmith. Motel. Music, instrument and record store. Newspaper publishing. Office equipment and supply sales. Paint/wallpaper store. Pawnshop. Personal loan agency. Pet store.j Picture frame store. Radio and television studios. R edueing long masseur and steam bath. Sporting goods. Stationery. Taxidermist. Theater. Toy store. Typewriter - sales and repair.I i Variety store. Watch and clock sales and repair. Weaving and mending - custom. (Ord. 1973 -56A, 3 -28 -1974; amd. 1994 Code) SERVICE BUSINESS DISTRICT (B -31 All uses permitted in the B -2 district. Agricultural implement sales and service. Appliance - service only. Automotive sales and service. Beat sales. Building material sales. Business machine repair. Car wash without mechanical repair on the premises. Catering service. Daycare (allowable by provisions of Windmill Agreement) Drive -in restaurant. Electrical equipment sales. Feed and grain sales. Frozen food locker.j Furniture repair and refinishing. Gasoline Filling Station (allowable by provisions of Windmill Agreement) Golf driving range. Greenhouse. tel: Miniature golf. Motorcycle sales and service. Nursery. Orchard. Park - commercial recreation. Plumbing supplies and fixture sales. Pump sales. Recreational vehicle sales and service. clerk, Sports T. ab g I Tennis court - indoor. Traile r-e T « ,, zraekr ucr. T-r-tiek sales and sevvire. Upholstery shop. Veterinary clinic. (Ord. 1973 -56A, 3 -28 -1974; amd. Ord. 1986 -1, 1 -9 -1986; Ord. 1988 -7, 4 -14 -1988; Ord. 1995 -19, 8 -10 -1995; Ord. 1998 -21, 6 -25 -1998; Ord. 2005 -58, 7 -12- 2005) EXHIBIT "D" R -4 GENERAL RESIDENCE DISTRICT THAT PART OF THE SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST 1/4; THENCE NORTH 0 DEGREES 08 MINUTES 09 SECONDS WEST ALONG THE WEST LINE OF SAID SOUTHWEST 1/4,798.60 FEET TO AN OLD CLAIM LINE, THENCE NORTH 57 DEGREES 59 MINUTES 05 SECONDS EAST ALONG SAID OLD CLAIM LINE 299.00 FEET FOR A POINT OF BEGINNING; THENCE SOUTH 1 DEGREE 51 MINUTES 32 SECONDS WEST, 402.10 FEET; THENCE SOUTH 59 DEGREES 55 MINUTES., 25 SECONDS EAST, 256.51 FEET; THENCE NORTH 59 DEGREES 55 MINUTES 25 SECONDS EAST 355.65 FEET; THENCE NORTH 62 DEGREES MINUTES 29 SECONDS EAST, 853.57 FEET; THENCE NORTH 33 DEGREES 24 MINUTES 40 SECONDS EAST,. 542.27 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NUMBER 126; THENCE NORTHWESTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 2292.01 FEET AND A RADIAL BEARING OF SOUTH 29 DEGREES 23 MINUTES 51 SECONDS WEST AT THE LAST DESCRIBED POINT, 358.41 FEET TO A POINT WHICH IS 151.00 FEET, AS MEASURED ALONG SAID CENTER LINE, SOUTHEASTERLY OF THE INTERSECTION OF SAID CENTER LINE AND SAID OLD CLAIM LINE; THENCE SOUTH 45 DEGREES 05 MINUTES 49 SECONDS WEST, 265.70 FEET; THENCE SOUTH 73 DEGREES 54 MINUTES 28 SECONDS WEST, 102.86 FEET; THENCE SOUTH 84 DEGREES 11 MINUTES 54 SECONDS WEST, 280.96 FEET; THENCE NORTH 32 DEGREES 00 MINUTES 55 SECONDS WEST, 24.19 FEET TO SAID OLD CLAIM LIRE; THENCE SOUTH 87 DEGREES 59 MINUTES 05 SECONDS WEST ALONG SAID OLD CLAIM LINE 78992 FEET TO THE POINT OP BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. i i I i W L6CATWNNAP EXHIBIT rPD T Yorkville, Illinois 4 SP. LOTS 405 Ac: 13, 050S.P. 19R STh1L5 Px6VI[ LEtT 1`.. ''t hI -l. S7A.0.LOT- 83 STALLS PROVIOR) ER, 50aS.F LOTS 1. 4281 69 srnLLS exowoED UOO S- F. 74 STALLS PROViDFDLOT MC KENNA 66A<i A -i rwose 665srACISPCmvmEn 1J7 A0 LOT 78STALLSPROVU) 0D tI L &DBOK' MAN 1 - ,sp9sS. 148i, TRUST Ac: 61 STALLS PROVIDEDA -i LOTS v 35A.SITEDATA LOT' 9 94 STALLS PROVU) mPENNMANLID lisu! s.f. d`$eem3oPreresea .neuse. ea,P< EDWARD 40 t.46 Ac uw arm, lsroae.,s, wac ,1111on9c HEALTHCAR> SsxALLSPnovmRD P LOTIOEASTPARCEL i'`+'f' zt, oc0se,satAstSs f'f. 64TldPm152850. 0 }%PUD iAi A5ALESPROVIDED 1. 7t AC 1%'Real3<•, AFemnRC,t. tSA. t20b AT MUMLOT13 k' LOT i6 ab, d048F l f ff x- Q' f v.`,`- 6' 0MiscoaeASpewoltA:. a24x R. 69Ar 40S. F. 1a. z, A. SJ SIA4LS PROYLDEU y'R' N l. f - j' - Y 3ssT. v. E. SFxovmED I OT A7 G l j ^ 1 4 X AWESTPARCEL TadArea38. 11A. 4119% I II AA. [Tt3TAL7 l µ 4GEORGE E. 4ossrAl:iszorAL BLOCKA - 1 cm mmns. R , aazs%A9ftecRa1 h t.ISAai ozA new Imdtmg1411- 3. M 2 SA It STAi I, p PA49Y:F4D 1 .' ` 1•flGl4 ec nemw i.rets turns FUTlIMATi1R I OtN NOTN0 .PerAc.2 ^ 33,Mpc X41 I# Jf1AA1.DWYER : NrExtecriaN PROPERTY 3 C1 y Iii I I I' '0001 01 4316462 STALLS a6T LOT 17 523009.P.r t r ,j "— LOT 12 Iw u..P.o. 11 971 A9, ( TOTAL)402 TD)AL) t r 395AC . l2, SO0 S. F. ne. wr E I LOT 17 g sosTnLLSrnovmED Ls3At.51 STALLS PROVIDE?a r 571 Ac.lxOL'AL)LOT25 a...r.. e.. n. w 49'.. 6TALtti (9OT F, 6 p7 4 ..' 3 „680 SF.a m "" mmw•w•b OT 24 9.15 Ac I J ti511Ae. 42STAI.CSPR( VRIRD o-ramaw.. r. 11, 95 45 STALLS I.M AO. r f of m+28 STALLS pwV1i3LAS" C ON C E PTU AL FlT NeVCa1c• t "c t8200Y LO1'23 IION EPTU1 SL COUNTRY j 1 I 2,opos,P. 5../HILLS LOT28 1.a ACPUDfl f 1E' FfJi - + L ' G ;11 R "2 097m e, f x LOT2£ 333T• 1LLSPROVIWff)L YJ'N STALLS PROV nED 49 UNITS RAINTREE 1L' 3.40 Ac.LOT 2I j,. Ir 126 STALLS PROVIDED SUBDiVI.SIQNPREPARED eY Iu,0903.F,R -R -Z PUD 1.88 As.AGERESTRICTED 1 ENOLNEERM: DEVELOPER,3b STALLS PROVIDES S TOWN AOAIFS SAKELAND GRtJE. JP26MYn 5U, et 3.75 A. UO—,., A. 0541 b7USTMOTRhE, 9 as A6.CEMCON, Ltd.p: 610 S 23118 san 6G—SchappeDuLgLlAssaeiates, Irtc1: 6) 0 551•) 639 i PAaintie[d, 665k4uc :xc < ouA. c P:cxnettuseahnppMeaynn EXHIBIT F I)e-Sign CAWClelineS Si+e- planning wineiples Site Planninq Principles The Site Planning Principles address issues that affect the way that individual sites should be j developed in order to blend in with the existing character of the City. PRINCIPLE 4: Incorporate existing site conditions into development plans PRINCIPLE 5: Provide a sense of architectural interest and unique identity throughout the City PRINCIPLE 5: Enhance pedestrian experience and establish sense of place through careful design and location of open spaces PRINCIPLE 7: Thoughtful consideration of vehicular and pedestrian circulation within individual developments PRINCIPLE 8: Appropriate design of parking lots, utilities, service areas and detention areas to reduce the negative impact of typically unattractive site components Desirable Elements: The following elements shall be incorporated into development within the City: Richness of building surface and texture i Articulated mass and bulk Clear visibility of entrances Well organized commercial signage Landscaped and screened parking f Special paving identifying intersections and crosswalks IN Pedestrian friendly streetscapes and open spaces" Thoughtful consideration of circulation Screening of mechanical equipment, service areas, parking Richness of building materials creates visual interest lots and any undesirable elements Step -down of building scale along pedestrian; routes and building entrances Recognition of building hierarchy Formal entry plazas and courtyards Detention used as an amenity Existing trees incorporated into development Multi'- p8aned, pitched roofs Roof overhangs and arcades Provide defined entrance roads into devetopments and provide adequate vehicle storage gays at egress drives Landscaping softens the view of parking Uvtifed Gift' of Yc ekvi f le ov, pv4e[ ensir e Lcxncl Mse. ?tan Upd fe.9 EXHIBIT F Design Guidelines Site Planning Principles I a Undesirable Elements: The following elements are discouraged in developments r within the City. Concrete detention basins Large, blank, unarticulated wall surfaces Visible outdoor storage, loading, equipment and mechanical areas Avoid large expanses d parking lots Disjointed parking areas and confusing circulation patterns Large expanses of parking /asphalt a Service areas near major entries and /or that are easily visible from roadway Poorly defined site access points t Large "boxlike" Structures Avoid large blank wall surfaces PRINCIPLE 4: Incoraorate existina site conditions into development plans New development shall protect the existing environmental features throughout the City and minimize the impact of the development on the site and the surrounding land. Drainage Patterns` Proposed site plans shall incorporate existing drainage patterns on site in an effort to avoid significantly altering the manner in which drainage flows offsite. At the time of site plan submittal to the City, a drainage and detention plan must be submitted. The location and type of drainage facilities must be shown.Drainage swale utilizes natural drainage patterns Topography and Soils Minimize cut and fill on site to reduce effects upon the natural drainage pattern and natural character of the site. Minimize disturbance in areas of significant existing vegetation. f necessary for site development, consider using tree wells and retaining walls to preserve existing trees where: possible, Work with existing topography to avoid large cut and fill Chn i-ed Crify of ot-6 01 Cc mpp-eke— kisiva Lctncl Use Pfcm LApcletfe.lc EXHIBIT F De-sign 041tide-hhes SH - e- vicinning Pi-ivlciples Development on unsuitable soils is prohibited. Incorporate unsuitable soils into an open space component of the site plan. Stockpile top soil for later use in landscape areas. Vegetation Preserve existing trees Every effort should be made in the planning process to incorporate quality, existing trees into the site plan design. Any quality, existing tree that occurs within the specific buffer yard as required per PRINCIPLE 9 shall remain undisturbed and be protected as part of the landscape buffer.Preservation of existing vegetation as buffer PRINCIPLE S.- Provide a sense of architectural interest and unique identity throughout the Citv The Architectural standards are provided to preserve and guide the character of architecture throughout the City while allowing for individual architectural interpretation. All architectural proposals must be compatible with the vernacular of the northern Illinois region. In order to ensure compliance with the following architectural guidelines, the City requires that building elevations, plans, materials samples, color samples and illustrations be submitted for review and approval prior to the commencement of building construction. Buildings Building orientation creates central open Orientation space on axis with the main entry drive Building orientation should take advantage of the building to site relationship. The orientation and location of buildings defines open spaces and circulation corridors. Align focal architectural elements along major view or circulation axis,,W. Define pedestrian spaces and streetscapes with building orientation. Orient primary buildings on axis and use as focal points Uplife-d Ofy Of Yot-lkvilte- Land Use ?I'cin Updctfe- EXHMT F Design Gtuidelines Si+e 1[anving Ps<inciples Create view corridors between buildings, plazas, EONS OER OPPOR XJtt FOR VIEWS OFF SIfE courtyards and adjacent buildings.nn. 1. It FORPA6PORNNIiY Create pedestrian spaces I I LOCATE BI/II.dNG TD I ?+ttd PRESERVE VEGECgT10N and plazas by varying y building facades. PORCH ENCOURAGES Cluster buildings whenever i PRONfYPA °"`" "n possible,creating 1 opportunities for plazas and Residential building orientation creates pedestrian malls. Prevent private, intimate backyard space long, linear facades from dominating the view. Buildings adjacent to Routes 47, 71 and 126 must face the primary t roadway. No service access storage etc is iL ErC allowed to face Routes 47, 71 and 126. cs FLNN4BA Develop sites in a MZONnoraup comprehensive and t ', coordinated manner to provide order and compatibility (especially in the case of large sites Building orientation can deline main activity areas which will be developed. in phases). The exterior character and orientation of all buildings and the spaces they define should encourage and enhance pedestrian activity. T Attention should be given to the duality and usability of the outdoor spaces formed by the exterior of a dwelling, and adjacent dwellings,. Avoid locating the private area of one dwelling adjacent to the public area of an adjacent dwelling..Rear and side facades should incorporate architectural design elements PVtlJr~evkeCh yi cc Land LA5e. Vfcai 4Apd o&e 12 EXHIBIT F Desi citAidedirte-S Site ?tinnin In multi-family residential developments, buildings should be oriented to create functional outdoor spaces. In residential neighborhoods, consideration should also be given to the views from adjacent dwellings and public spaces. Facades Building facades should achieve a high level of visual interest when viewed from automobile and pedestrian vantage points. In residential developments, front yards and porches should be used to create a sense of place and community. Natural stone and masonry materials are to be used on the lower portions of buildings to create a visual anchor to the ground and provide interest at the pedestrian level. Vary the planes of exterior walls in depth and/or direction.Awnings along facade Wall planes shall not run in a continuous direction more than 65 feet without an offset of at least 3 feet. Wall planes of more than 20 feet high are rF prohibited without Incorporating meaningful techniques, such as awnings or a change in building material, to break up the perceived building mass. Awnings are encouraged along facades to provide color, shade and architectural interest. Where awnings are used along a row of contiguous buildings, a consistent form, material, color, location and mounting arrangement must be used. Awnings should be located to provide a consistent minimum 8 feet vertical clearance, with a maximum generally not to exceed 12 i feet. Colors of awnings must complement the Awn' ngs provide pedestuan scale element buildings. LA-mife-cf Gift' of Yo;-6dle_ LcwiA L4 Plavi Updafe 13 EXHIBIT F Design Gkidelines Side "O'nnine PAnciples Incorporate the awnings along with any signage to provide a uniformly designed building facade. Signs on awnings are permitted. Internally illuminated awnings are prohibited. Garage doors oriented to side Awnings and canopies may be made of sheet metal or canvas membrane. Plastic or vinyl awnings are not permitted. In new residential neighborhoods, houses shall not repeat the same elevations without two lots of separation. Houses across the street from each other and back -to -back corner lots shall not be of the same elevation, In residential areas, garages should not dominate the street view. Rather, provide parking and garages to the side or rear of lots or set the garage face back from the primary facade of the house. Avoid allowing the garage to become the primary architectural feature. Roof Treatment Rooftops should be considered important design elements as viewed from a variety of vantage points such as at ground level, from other buildings and from adjacent perimeter,roadways.A welt- composed roofscape achieves an interesting y skytine without becoming overly busy or contrived. Roof forms should serve as natural transitions from the ground level to intermediate masses to the e. tallest masses and back to the Variation in root" treatments creates an interesting 'roofscape` ground. Form should also be interesting when seen; from above in adjacent buildings. Materials & Colors visual continuity in major building materials and colors is desired throughout the City. Specific criteria include the following: Material samples of all proposed buildings must be provided for review and be approved by the City. Materials should be consistent waft the Community Character principles outlined in these guidelines.. tArxi+e-d C—i cy f ol , 6 11& Comp- eke-vsive- .Lcwxd Use— Plan UpcicL e 14 U IJae|S^C*idLah"an VVa| materials that are muted, earth tone in color and have texture are tobeused. Reserve the use of strongly contrasting materials and colors for accents, such aabuilding entreno*a, railinga and trim. Avoid an excessive variety of fagode r8U materials.ww Avoid using highly reflective materials and surfaces, such as polished metal, that generate glare, particularly at the pedestrian level. Materials which may be incorporated include: native stone, brick, stucco and textured concrete. Alternative materials that achieve similar looks and are of high quality and low maintenance may baconsidered. Common materials shall be located on all sides of the building with the exception of service areas not visible from a public street,Vagingmofflne breaks up mvQ expanse of building facade Coordinating materials within a development can Um together buildings of different sizes, uses and forms. In new residential neighborhoods at the time of initial building per/nit, houses shall not be the same color unless there are at least two lots of separation. Houses across the street from each other are not permitted 0zbe the same color. Use contrasting but compatible building materials and textures to unify exterior building elements and to create depth, proportion and scale. In residential developments, buildings should complement each other by using materials and colors within the aame"fannih". Building colons should be derived from, and related to the finishes of primary building materials. Height The overall appearance of development shall be low and hohzonta|, with building, heights throughout the community generally low to medium eom|e. Building heights are expected (and desired) 10 vary to ensure visual interest. Consider the use of taller buildings and/or elements to highlight significant intersections and pedestriammodea. Building heights shall be determined in ammenner which enhances an overall residential qua6ity'Taller bu help of EXHMT F Design Guidelines Site IPIcxnr%iviO Principles Maintain compatible relationships with adjacent dwellings and street frontages. Building heights shall be responsive to heights of homes located on slopes above and below the dwelling. Sight lines to greenbelts, open areas,q Pe M water features and scenic horizon views are to be optimized and maintained to the r fullest extent possible by minimizing the building height and obstruction.Front porch provides one -story element Scenic view compatibility shall be considered in determining building height. Within a neighborhood, a combination of one, one and a half and two story dwellings is encouraged to add diversity to the streetscape. Entire neighborhoods 17 or blocks of continuous two story dwellings are discouraged.. For multilevel dwellings on corner lots, locate a one - story element of the dwelling Front porch roof provides uman scale element at the street corner to help reduce the feeling of enclosure in the neighborhood. A two -story dwelling can best relate to a neighboring one story if it contains a one -story element. Scale Buildings should appear to be of a pedestrian" or "human" scale. When components in the built environment are designed in such a way that people feel comfortable, then human scale has been achieved. In general, this means that the size, patterns, textures, forms, and overall three - dimensional composition can be appreciated at the pedestrian level. Mary the height of buildings,. and /or Varied building scale provides distinction between masses building elements where feasible,, so they appear to be divided into distinct elements or masses. LAKi+ed C-i of oAtwitle Conn ve tev sove Lc rd [Ase Pf cn pc:6f-e 16 i EXHIBIT F Design Guidelines Site lcznning vinciples Avoid large -scale buildings that are y box -like"and typically dominate a site.i Use building mass j appropriate to the site. Place buildings with larger footprints, height and massing in core Imo; activity areas or in the heart of the f development near 1l similar densities. By doing so, the impact On adjacent land Pedestrian scale elements located along building facade uses will be reduced. In residential areas, the relationship between the lot size, street width and building scale are important to creating a human scale. Elements such as trees, pedestrian path lighting and porches can aid in achieving human scale.,, Hierarchy It is important to recognize that future projects will be developed using a variety of buildings with various uses. Vehicular and pedestrian traffic should be able to avoid box like'building scale recognize the hierarchy of buildings and be able to decipher primary buildings from secondary buildings. Primary Buildings' Primary buildings - , such as major anchors, public buildings or major attractions, shall be located at prominent locations, anchoring a major view axis and serving as focal points in the community. Gateway Buildings Buildings at major entrances, comers, intersections or along significant roads should use special, architectural elements to help identify that location as a "gateway'. These elements also begin to define the sense of place for the community.Primary buildings located on axis and create focal paint E.._.05•YY{pi e1'!F,evisive: Lct.41d Se: Ptctn LApGl'c,+e.1 EXHIBIT F Desicen GNicdelines Site planning peinciplas Special architectural features may include corner towers, cupolas, clock towers, balconies, colonnades or spires. The use of vertical elements helps to frame the entrance and guide people into and through the development. iOINERS HELP IDDIIrY CORNER Or BUILDING PS A D O NAY DEVELOPMENT THE ENTDE4L'PAIE!`I7 J q,iilg 7 I If BALCONIES HELP BREAK BREAKUP HEIGHT tar TOWER Gateway buildings Entrances Primary entrances should be easily identifiable and relate to both human scale as well as the scale of the building(s) they serve. Wherever possible, entrances should be inviting without becoming dark.w .. Main building entrances should be designed to be clearly i identifiable from primary driveways and drop -offs. Additionally, they should be visible from parking areas. Retaining walls"° =- a All retaining: walls must be faced (veneered) with masonry Main entrytostore stone, brick, stucco or approved equal).clearly identiflabte Retaining galls adjacent to or visible from any street shalt not exceed 4 feet in height. Grade changes that require retaining walls exceeding 4 feet must be terraced with a minimum of 4 feet clear separation between each wall. Exceptions may be reviewed and approved by the City in order to preserve existing tree stands. nife_,A C —i+y of o .v yC-. ampY`e.F'ti "s €ate. Lan,4 Use Plavx Up'cfate_Fly i EXHIBIT F Ve -sign E.tnidel Si+e Plcanning Pwinciples Walls should be designed as an integral part of the dwelling design. Stone sizes should be consistent and laid in a horizontal course. Masonry materials shalt match or complement the facade of surrounding buildings. Walls at intersections must not interfere with safe sight distances. PRINCIPLE 6. Enhance Pedestrian experience and establish sense of place through careful, design and location of open spaces The creation of open space throughout the City is an essential technique used to break up building facades. The use of such pockets of interest creates views into the various developments. A wide range of open spaces such as public gathering plazas, open "greens ", common play areas, neighborhood parks and natural preserves can be incorporated into development plans. View Corridors Open space is considered a valuable amenity, therefore A •'., careful consideration of vistas into open spaces from residential lots, streets and drives is required.. Maintain view corridors to provide vistas of amenities, natural features, open spaces and other significant elements. Create focal points at main entries, on axis with major circulation route and pedestrian corridors to establish a community Park strong identity and structure for the project. i aa s sasciai Frrrs 1 11.-I f AT TERMINGS OF DIVES r VEGETATION FRAMES VtON AND CREKIES CORRIDOR Vier ofarrerrity feature is framed by use of vegetation and road alignment, creating a signature element tAtt'E +e-cl C-ify of Yc pkiewille- Co pr t r si e Lctrvcl We Ptc to Upc6fe 19 EXHIBIT F Dusiqn0A«ideJ\vxem sife- ParksondTrails In residential ereaa, parka should be located within o 5 minute walk (approximately 1.00Ofeet) from each home. Tnd| linkages should bu provided from proposed neighborhoods to the City's comprehensive trail system, forest preserve trails and adjacent developments. m Courtyards and Plazas m ommm Courbarde, plazas and terraces should be designed at a human scale and incorporated as public amenities around non-residential buildings. Interrupting building facades to create outdoor rooms" as well as varying the width of walkways will help onya1e pedestrian spaces. These pedestrian spaces will create opportunities for comfortable outdoor experiences and are critical in defining plazas and courtyards. Orient p|ezua and courtyards to vie me of site amenities such aa open space, water features, ecu|ptony| elements or landscaped areas. Consider opportunities to orient plazas and courtyards toward views of significant buildings or down long corridors. Wherever possible, create a sense of enclosure for outdoor seating an*mm. Such areas should be light and airy wh providing a sense of safety from Landscaping and special paving give the the elements.s a a se =e Add elements such as trees, water features, a variety of seating areas and landscape color to give the public spaces an inviting appearance and visual interest. Incorporate pedestrian scaled fighting for safety and to promote use in the evening. Incorporate pavers and paving patterns to add interest and enhance the aes quality of the spaces. Allow for outdoor tables and seating to promote use of the space. By doing so, an energy [a created along the structure. A^^AW^ OF SEAMG. MARS, TO ENCOUMSE UM Pfazas and courtyards offer spaces for outdoor cafes LA |fe Cify .I~^~ iDe i EXHIBIT F Design Guidelines Si+e ?tanning Pwinciples PRINCIPLE 7. Thouqhtful consideration of vehicular and pedestrian circulation within individual developments The purpose of the circulation standards is to minimize hazards and conflicts and establish logical circulation patterns. The appropriate integration of vehicular and pedestrian circulation is intended to provide safe and convenient access to all sites while being attractive, efficient and functional. Vehicular Circulation Primary Site Entrances Each entrance to a parcel, individual building site or residential neighborhood from a primary roadway should be designed as a gateway" to the area it serves. Design elements should be visually interesting and consistent with other streetscape materials used throughout the City. Primary residential entrance highlighted with signage, When designing entries into landscaping and water elements residential and non - residential tracts, developers shall: Coordinate with adjacent properties to consolidate entries and minimize access points along major roadways Minimize pedestrian and vehicle conflicts by reducing the quantity of crosswalks. Clearly identify site entries and provide a clear entry /arrival sequence. H Provide "secondary" entries to parking lots and smaller residential neighborhoods from adjacent perpendicular minor roadways to major roadways. Paving material, plants, signs and lighting should match primary entrance treatments, although landscaping intensity and signage may be reduced in scale, Provide at least one "primary' entry to parking lots or residential communities. The use of medians and /or special paving or landscaping to identify primary entries is required. DEMGN PAR%M WMA EOGt W, M UZING MRSECUM AKtCOFfr '@.a2CtS CROSSWAIWOEMFIED ffHPA'APMS h 0, RKW4AYENW10 du PAWJNG LOT VENORM I C I i_BY[ANDSCARWAM MFl M SECCH7ARCENI MCCNSSIEM WRH!RRIr,WtHM C43ENAY I Single primary entrance reduces access points along Corridor Compt-e-6-nsive .LHtn€l lase- Pfctn rUpc6fe:21 EXHIBIT F DesgmC Sife-Piu"niw8;+Acip1ea Internal Drives All internal driven should visually lead drivers to building entries, site amenities or focal elements. Design drives and parking areas to fit the natural contours of the site in order to minimize out and hU and maintain natural drainage.N^ Align streets and drives to views ofn nxanamh/oe offer views k» significant architectural features and site amenities and to direct drivers. Internal streets shall be separated from parking iodn by landscape islands and walkways. Dmp'OffAreas Drop-off areas for vehicle passengers shall be incorporated into development plans and should provide safe' convenient eooeoa to building Landscaped island separatesentries, pedestrian plazas and public open pa ytkom^~drive spaces. Drop-off areas must conform tos&k/\DA regulations and standards. Emphasize drop-off areas with special paving material. Design drop-off lanes so they do not obstruct traff c flow when vehicles are stopped. Install bollards at drop-offs to provide protection for buildings and pedestrian walkways. uu L---7DSTOCREArESPACAD nROmCT PEnmnmw mRIMvmUP-o*ARaMMu WL PAVM AREAm wO'mSTRUz M4 Drop-off area doesn't conflict with regular traft and is identifled with paving and bollards Coxn iva LoLviJ [AeeMcwx LApc1c&s 2 _P EXHIBIT F Des8^C^ide]|yie-s Site- MowM|n0'R-;V%cPle-5 Service Areas Service vehicle circulation throughout the City shall be designed to provide safe and efficient delivery routes for all anticipated service and delivery vehicles. The design of individual pamo|e to accommodate truck access shall meet all regulatory requirements for turning movements without sacrificing other important design objectives. Locate service areas away from major streets and building entrances. A noise barrier is required in situations where e area screened with landscaping service en*ao are adjacent toaresidential land use. Minimize pedestrian and service vehicle conflicts. Hide/screen views into service areas. Screening can be prov with landscaping or screen walls. Screen walls shall repeat materials and elements oy the primary building. Adjoining uses should share service drives where possible. Design o*nvioa drives to accommodate the traffic intended to use them including all entrance roads and access aisles that will beused to access the service areas. m Pedestrian Circulation i The purpose of pedestrian circulation standards is to establish guidelines for creating a pedestrian circulation system that iosafe and efficient. Good walking environments include: continuous routes between aites, clearly defined a000se from parking areas, a variety of connected destinations and a feeling of safety and security. In essence, omaadmg a sense of comfort. Sidewalks Sidewalks must be constructed to provide pedestrian ecoeae to adjacent MW development and connections to the r~~ pedestrian trails throughout the City. Within specific developments, sidewalks oheJ| provide access to and from parking lots, ne[ghborhoods, schools, parks and open spaces. Create distinct pedes corridors, which funnel pedestrians to logical Qodewxmya, plazas or other dest Path provides access 0 park and adjacen neig UnJfad of ^- onm Land We- P[col 2S EXHIBIT F Design 64dde-lines Sire Plcknning PNinciple's Place special emphasis on pedestrian connections that link schools, recreation areas and other major activity kl areas. Neighborhoods should have access to open space and pocket parks by way of sidewalks and trails.T In residential areas, sidewalks should be located on both sides of the street. Pavers or other changes in material should be used for walks adjacent to buildings and at street intersections to Pavers next to building Identify and enhance pedestrian routes.enhance appearance Crosswalks Crosswalks are required at all intersections and key pedestrian crossings. Crosswalks must be identified by a change in color, height, width, texture, or materials. Refer to ADA regulations and standards for any specific criteria regarding crosswalks and K ,i 4Y. ramps.Enhanced paving delineates crosswalk Pedestrian Circulation in Parking Lots Walkways that lead pedestrians from parking areas to buildings or plazas should be designed to facilitate easy movement and minimize crossing conflicts with vehicles. Pedestrians should feel comfortable about their walkways to buildings and pedestrian corridors should be clearly identified. Pedestrians should not be required to cross service drives to reach major entrances from primary parking lots. Where major pedestrian routes within parking lots cross Landscaped median with sidewalk roadways and drives., use textured or colored paving materials to distinguish the route. W,MM. ff Medians with sidewalks allow for sae MAycirculationandreducecirculationconflicts. Wherever feasible orient parking aisles perpendicular to building entrances. l tmla sacnswcextx PPfYPoNSi 1. DIgfCE PHk9FYW 1fiR i CE t CSC a1 i 4`. ",.1l.. LO l PdOYtCE5fi1flY.P[H3i G1EiX4i(4iCIFi #lw£1R&x Median with sidewalk allows sate access to building entry Crosswalk delineated with paving and bollards Comp - e- kensive l c md, @.else Plan (: pdcx"fe-24 EXHIBIT F Design Guidelines Site Manning , pl- inciples Accessibility Owners and developers are expected to meet or exceed all requirements of the Americans with Disabilities Act (ADA), 1992, and all amendments thereto in the design and development of individual parcels, sites, buildings, and facilities. To the greatest extent possible, provide equal access in a manner that integrates ADA accessibility with ordinary accessibility, rather than separately. s PRINCIPLE 8. Appropriate design of parking lots, utilities, service areas and detention areas to reduce the negative impact of tvpicaliv unattractive site components This section provides standards for the siting and layout of parking lots, service and loading areas, utilities, trash, storage and detention facilities. Specific landscaping criteria for these areas are included in the Landscape Principles section. Site plans specifying parking and circulation designs, utility and detention requirements shall be submitted to the City for review. Parking Parking ratios and quantity of spaces shall comply with the criteria set forth in the United City of Yorkville Zoning Ordinance. Parking areas should be designed and located soars they provide safe and efficient vehicular and r pedestrian circulation within a site. Minimize negative visual impacts from adjacent roadways. Break large expanses of pavement with landscape Minimize negative visual impacts of medians and islands.parking from roadways Divide parking areas which accommodate a large number of vehicles into a series of smaller, connected lots. Avoid situations where parking spaces directly abut structures. Separate parking aisles from interior collectors and entry drives whenever possible. GPUStar 6witd "tngis tco eeewa open spaces tecourtyards Walkways to to vildings or E plazas should be designed to facilitate easy movement and m inimi'e oross mg ca[C llic:le rm¢CAS,J Mth vehicles Arrange parking atslets perpena[!ecc tar to huffd9 ng Pr—Ede pede.t'ian entrances access to adjacecat deve lap -e.t. Land se "an LApda+e-J XrMiOff F De-signGuideline-s Si+e. PlanninO Principle-s Shared Parking Where opportunities exist for shared parking between uses with staggered peak parking demands, consider reducing the total number of parking spaces within each site or parcel. Parking should be shared between complementary uses such churches and office buildings. Store Front & Street Parking Requirements All store front parking areas shall use angled parking or parallel parking. Areas shall be provided for sidewalks and landscaping between the store front and the edge of parking stall. Bicycle To encourage and accommodate alternative transportation modes, provide bicycle parking within each building site. Locate bicycle parking areas so they are visible from building entrances and convenient for riders. Parking areas shall be landscaped in a manner consistent with pedestrian plazas. Also, bike racks should be of a style consistent with other site elements. Substations/Water/Wastewater Stations Proposed electric substations, water pump stations and wastewater lift stations shall be screened from public views by a means of a 6 foot masonry wall on all sides with the exception of the area for gate access to the facility combined with landscaping. Service access shall be considered and incorporated into the screening program. Detention Drainage facilities should be used as an amenity to a development. If the existing topography allows, the location can be incorporated into an entry feature or can be the foundation for a park with trails and open space. Natural and /or vegetated drainage swales provide open space connections, filter runoff and improve t . 4tq the aesthetic appearance of development.fake serves as main entry feature Detention facilities should not be designed as to require chain link fencing or concrete walls. It such designs are required due to engineering requirements, consider using decorative modular: stone to give the appearance of a retaining wall. Detention ponds located in the front yard building setback shall be designed as a curvilinear,Naturalistic drainage channel provides contoured shape.opportunities for trail connection Unife- Cify of IncxLF cst wi ll r yxvtGmpr- e riese- iv cmcl We— [ cxigr pcictfe-26 EXrMi MT F Dasion Ctuide -line-s Si+e PlornninO principles Location of Utilities Visual and sound impacts of utilities, mechanical equipment, data transmission dishes, towers and other equipment should be minimized in all development plans. Design and install all permanent utility service lines underground. During construction and maintenance, minimize disruptions to other sites and businesses within the City. Temporary overhead distribution power and telephone lines are permitted during construction but shall be removed immediately upon completion of site and building construction. Wherever possible, mount data transmission and receiving telecommunication devices at ground level to the rear of structures and screen views from adjacent roadways, pedestrian paths and building sites. Screen all electrical transformers, gas meters and other utility cabinets from view. Structures are prohibited from being located in utility easements. Avoid locating signs, special landscape features, etc. in utility easements. Air conditioning units, vent systems and other mechanical systems that must be located on building roofs shall be screened from sight at the ground plane, In residential communities: Items requiring screening should be located on the rear or side yards when possible and should be integrated into the unit design. Air conditioning units must be located behind a screen wall or planting hedge. Utility meters must be located on side or rear elevations of the dwelling. Location of Service /Delivery/Trash /Storage Areas The visual impacts of service, delivery, trash and outdoor equipment or storage areas should be minimized, particularly relative to views from public roadways and pedestrian corridors. Thoughtful placement and integration into the architecture and site design is a priority for all sites. Orient service entrances, loading docks, waste disposal areas and other similar uses toward service roads and away from major streets and primary building entrances. Locate loading, service, trash and delivery areas so they do not encroach on any setbacks. feen dumpsters wdPh waffs and materials that match architecture of primary buffidk7g LAIl ife.d Gift'' of o;-k aw p extensive Land LAse ?tcvvN Update 27 EXHIBIT F Design C-A"i e'llnes Sire Plcxnninc Pt- inciples Avoid locating service areas where they are visible from adjacent buildings or where they may impact view corridors._ - Such facilities are more appropriate at the rear of buildings or sites. Trash enclosures must be located away from residential property lines: t , Wherever possible, coordinate the locations of service areas between adjacent users or developments, so that Screen dumpsters with walls and materials that service drives can be shared.match architecture of primary building Locate parking areas for outdoor equipment, trucks, trailers, service vehicles, etc. away from public parking lots and major pedestrian circulation routes. Unless totally out of view, screen these areas architecturally and with landscaping. All proposed durnpsters, trash receptacles, refuse storage containers, outdoor storage, and ground mounted equipment should be located within an enclosure providing screening along with landscaping along the perimeter. Such enclosures shall repeat materials and elements on the primary building. Lk Avxi+e - Gift' of Yavkvi e- Compv-e6Ksive- I ctnd We Plcxn Vpcic fe-28 The Data is provided without warranty or any representation of accuracy, timeliness, or completeness. his the responsibility of the Requester' to determine accuracy, timeliness, completeness, and appropriateness of its use. The United City of Yorkville makes no warranties, expressed or implied, to the use of the Data. Parcel Data provided by Kendall County GIS 4 c" Generrai Location of Mite Improvements,,-:' i f . + 0 25 50 100 150 200 NWindmiffFarmsI - iiiiiW!!T!!!!!!1 h 3 w Exhibit l I hch equals 100 feet s Exhibit "G" Page 2 of 2 66' ROW CL 33'33' 18.0'15.6'15.0'18.0' i 12'12' 5' ti TC — s CL 0.15 FIL CL -0.35 CL-0 2% idiN 2% EP —CL -0.27 2.0% FAIN. STRUCT 1. 5 4.40 0.60 G 5 .33 =I 2 x0 0,83 1 104.10 = 1.00 2.A3 J J TYPICAL PAVEMENT SECTION 66' R.C.W. I I N.TS. 1.5" BITUMINOUS CONCRETE SURFACE COURSE, CL 1, TY. 2, MIX. D @} 2.5" 64TUMINOUS CONCRETE BENDER COURSE, CL I, TY. 2 C 4.5" BITUMINOUS CONCRETE HINDER COURSE, CL I. TY. 2 (2 LIFTS) Q) 10" CRUSHED AGGREGATE SUB —BASE, TY. B. E) 12" CRUSHED AGGREGATE SUB —BASE, TY. B. E) COMPACTED SUBGRADE WITH GEC}— TEXTILE FABRIC, AMOCO 4551 OR APPROVED EQUAL 5" PCC SIDEWALK WITH W /4" CRUSHED AGG. SUB —BASE B) COMB. CONC. CURB AND GUTTER, TYPE 9-6.12 I 6" TOP SOIL AND SEEDING Joint filling with hot-poured rubberized asphalt cement EXHIBIT H - WINDMILL FARMS ANNEXATION - RESIDENTIAL FEE SCHEDULE Name of Fee Amount Time of Pavment 1 School District Transition Fee 3,000 per unit Paid to School District Office prior to issuance for building permit At time of building permit, paid at City Hall with separate check made out to 2 Yorkville Bristol Sanitary District Connection Fee $1,400 per unit YBSD 1 3 Yorkville Bristol Sanitary District Annexation Fee 3806 per acre Paid for entire development, at time of annexation to sanitary district I Yorkville Bristol Sanitary District Infrastructure 4 Fee 3806 per acre Paid for entire development, at time of annexation to sanitary district 650 + $.0.20 per 1 5 Residential Building Permit Fee square foot Building Permit I 6 Residential Water Connection Fee 3,700 per unit Building Permit 7 Water Meter Cost (not applicable to fee lock) 390 per unit for SF Building Permit 8 Residential City Sewer Connection Fee 2,000 per unit Building Permit 9 Water and Sewer Inspection Fee 25 per unit Building Permit 10 Public Walks and Driveway Inspection Fee 35 per unit Building Permit 11a Public Works (Development Impact Fee)700 per unit Building Permit 11b Police (Development Impact Fee)300 per unit Building Permit Municipal Building Impact Fee is set up as $5,509 per unit if paid at time of permit, or $3,288 per unit if paid at time of final plat for all units in the 11 c Municipal Building (Development Impact Fee) see "time of payment" entirety of the annexed development. 11d Library (Development Impact Fee)500 per unit Building Permit 11 a Parks and Rec (Development Impact Fee)50 per unit Building Permit 11f Engineering (Development Impact Fee)100 per unit Building Permit Bristol Kendall Fire District (Development Impact 11g Fee)1,000 per unit Building Permit Calculated by ordinance, $101,000 Building Permit or Final Plat, depending on annexation /development 12 Parks Land Cash Fee per acre agreement and land /cash donations negotiated Calculated by ordinance, $101,000 Building Permit or Final Plat, depending on annexation /development 13 School Land Cash Fee per acre agreement and land /cash donations negotiated l 14 Road Contribution Fund 2,000 per unit Building Permit 1,707 per unit, escalating each calendar year at a rate Building Permit determined by 15 County Road Fee ordinance 16 Weather Warning Siren 75 per acre Final Plat 1.75% of Approved Engineer's Estimate of Cost of Land 17 Administration Review Fee Improvements Final Plat 1.25% of Approved Engineer's Estimate of Cost of Land 18 Engineering Review Fee Improvements Final Plat 0.35% of Approved Engineer's Estimate of Cost of Land 19 Engineering Coordination Fee Improvements Final Plat I i EXHIBIT H - COMMERCIAL PERMIT FEES A 0 CIr o United City of Yorkville O f c County Seat of Kendall County 800 Game Farm Road EST. , 1838 Yorkville, Illinois, 605`60 Telephone: 630- 553 -4350 G]Fax: 630 - 553 -7575 Website: www.yorkville.il.us CE 1V COMMERCIAL PERMIT FEES Permit/Plan Review Building Permit 750.00 plus $0,20 per square foot Plan Review Based on building size (See Attached) Contributions Development Fee 3000.00* - See Attached Ordinance 2004 -55 Increase in Bristol Kendall Fire Protection District Fee) Water /Sewer Sewer Tap See Attached Ordinance #96 -11 Water Tap Water Meter Size Water Connection Fee 1"3,700 1 1/2"4,000 2"5,000 3"8,000 4 15,000 6" and larger TBD Water Meter Water Meter Size Water Meter Price 1 485.00 1 ' /z"790.00 2"2800.00 3"3550.00 4"5420.00 6 8875.00 Engineering Inspections 60.00 River Crossing Fee 25.00 per drain unit. See attached Ordinance 97 -11 Engineering and Landscaping review fees will be billed separately. Please call the Yorkville Bristol Sanitary District for sanitary permit fees (630) 553 -7657 EXHIBIT H - MULTI - FAMILY PERMIT FEES A, New Construction Per Unit 5350.00 plus $0.15 per s,f. B. Remodeling Per Unit 175.00 plus $0.10 per 51 C. Detached Garage Per Unit without Electrical 50.00 D. Detached Garage Per Unit with Electrical 100.00 E. Temporary to Start Construction 25% of Rill permit fee, not to be applied to the full permit fee F. Temporary Certificate of Occupancy when Requested by 50 per unit (non - refundable) Lhe Builder when Circumstances Do Not Warrant ALL OTHER USE GROUPS A. New Construction 750.00 plus $0.20 per square foot B. Additions 500.00 plus $0.20 per square.foot C. Remodeling 350.00 plus $0.10 per square foot D. Temporary to Start Construction 25% of full permit fee, not to be applied to the full permit fee E. Temporary Certificate of Occupancy when Requested by 200.00 (non - refundable) the Builder when Circumstances Do Not Warrant NOTE: Building permit fee does not include the plan review fee for the "multiple- family residential use group" and "other use group" categories. The plan review fee will be based on the schedule following the permit fees, Plan review fees to the inspection firm will be paid at the same time as the building permit fee. EXHIBIT H PLANREJ17EW FEES (Mav vary due to outside consuliant'sfee schedules.) BUILDING CODE Building Size Fee 1 to 60,000 cubic feet 355.00 60,001 to 80,000 cubic feet 400.00 80,001 to 100,000 cubic feet 475.00 100,001 to 150,000 cubic feet 550.00 150,001 to 200,000 cubic feet 650.00 over 200,000 cubic feet 650.00 + $ 6.50 per 10,000 cubic feet over 200,000 REMODELmTG PLAN REVIFW 1/2 of Plan Review Fee Listed Above ELECTRICAL, MECHANICAL, OR PLUMBING PLAN REVIEW ONLY 1/4 of Plan Review Fee Listed Above FIRE DE'T'ECTION /ALARM SYSTEMS 115.00 per.10,000 square feet of floor area FIRE SPRINKLER SYSTEMS Number of Sprinklers Pipe Schedule Hydraulic Calculated Up to 200 250.00 500.00 201 -300 300.00 575.00 301 -500 400.00 775.00 Over 500 450.00 850.00 PLUS, for each Sprinkler over 500:0.60 /each 0.95 /each ALTERNATE FIRE SUPPRESSION SYSTEMS Standpipe 175.00 per Standpipe Riser No charge with Sprinkler Review) Specialized Extinguisher Agent (Dry or Other Chemical Agent) 125,00 per 50 pounds Hood & Duct Cooking Extinguisher Agent 150.00 flat rate per system. NOTE: if any plan has to be sent to an outside consultant other than the inspection firm, the outside consultant's fee(s) will be charged and that fee paid directly to the outside consultant. I Preview Order ID:7171873 Page 2 of 4 3/17/2022 8:33:20 AMPrinted: * Agency Commission not included IL Govt Legal Aurora BeaconPACKAGE NAME: Order ID:7171873 Page 3 of 4 3/17/2022 8:33:20 AMPrinted: GROSS PRICE * : * Agency Commission not included IL Govt Legal Aurora BeaconPACKAGE NAME: Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/gov_officials.php Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: See attached memorandum. Reviewed By: Legal Finance Engineer City Administrator Purchasing Manager Community Development Police Public Works Parks and Recreation Agenda Item Number Planning and Zoning Commission #2 Tracking Number PZC 2022-06 and EDC 2022-22 Bristol Bay - Unit 3 (Final Plat Amendment) City Council – April 26, 2022 PZC – 04/13/22 Moved forward to City Council agenda. PZC 2022-06 and EDC 2022-22 Majority Vote Proposed Plat of Resubdivision of Unit 3 in the Bristol Bay P.U.D. Krysti J. Barksdale-Noble, AICP Community Development Name Department 1 Proposed Request: The petitioner, Troy Mertz, on behalf of Bristol Bay Yorkville, LLC, is seeking Final Plat amendment approval to introduce a new townhome product for the remaining thirteen (13) lots within Unit 3. The change in product type will accommodate sixty-one (61) townhome units, varying between 4, 5 and 6 units per building in Bristol Bay Unit 3. This resulted in the interior building lot lines for Lots 1- 13 requiring adjustments to properly fit the new housing product. It also created minor encroachments within the rear and side property lines of Lots 12, 13, 15, and 18, which is under consideration by the City Administrator as a Minor PUD amendment approval. The subject property, located east of N. Bridge Street (IL Route 47) and north of Bristol Bay Drive in the far northeast quadrant of the city, was originally annexed in 2005 and approved as a planned residential development via Ord. 2005-34, with roughly 2,075 single-family, duplex, townhome and condominium dwelling units. Currently, Unit 3 is approximately 55% built-out. In 2016, the former developer of the Bristol Bay subdivision, Pulte Homes, completed all mass grading, landscaping and public site improvements for Unit 3 and final acceptance from the City was approved on January 24, 2017. The successor developer, Bristol Bay Yorkville, LLC, purchased the unfinished units of the entire development from Pulte Homes in 2018. The proposed Final Plat of Resubdivision Bristol Bay P.U.D. Unit 3 has been reviewed by the City’s engineering consultant, Engineering Enterprises Inc. (EEI), for compliance with the Subdivision Control Ordinance’s Standards for Specification and was recommended for approval. Planning & Zoning Commission Action: The Planning and Zoning Commission reviewed the request for final plat approval at a meeting held on April 13, 2022 and made the following action on the motion below: In consideration of the proposed Final Plat of Resubdivision for Bristol Bay P.U.D. Unit 3, the Planning and Zoning Commission recommends approval of the plat to the City Council as presented by the Petitioner, Troy Mertz, on behalf of Bristol Bay Yorkville, LLC, in a plan prepared by HR Green, LTD date last revised March 18, 2022 on behalf of Bristol Bay Yorkville, LLC. Action: Olson – aye; Williams – aye; Millen – aye; Hyett – aye; Horaz – aye; 5 ayes; 0 no. Attachments: 1. Draft Ordinance 2. Memorandum to Planning and Zoning Commission dated April 6, 2022 3. Copy of Petitioner’s Application 4. Exhibit A - Legal Description 5. Plan Council Packet for 03-10-22 6. EEI Letter to the City dated March 7, 2022. 7. Letter from HR Green responding to EEI review comments dated 03/18/22. 8. Final Plat of Resubdivision Bristol Bay P.U.D. Unit 3 Resubdivision prepared by HR Green, LTD and date revised 03/18/2022. Memorandum To: City Council From: Krysti J. Barksdale-Noble, Community Development Director CC: Bart Olson, City Administrator Brad Sanderson, EEI, City Engineer Date: April 13, 2022 Subject: PZC 2022-06 Bristol Bay – Unit 3 (Final Plat Amendment) Proposed Final Plat Amendment for Townhomes Ordinance No. 2022-____ Page 1 STATE OF ILLINOIS ) ) ss. COUNTY OF KENDALL ) ORDINANCE No. 2022-_____ AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, APPROVING THE FINAL PLAT OF RESUBDIVISION FOR BRISTOL BAY P.U.D. UNIT 3 WHEREAS, the United City of Yorkville (the “City”) is a duly organized and validly existing non home-rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and, WHEREAS, The City approved Resolution 2005-59 entitled, RESOLUTION APPROVING THE FINAL PLAT OF SUBDIVISION FOR BRISTOL BAY UNITS 1-7 adopted September 13, 2005 that was recorded with the Kendall County Recorder’s office on December 21, 2005 as Document Number 200500039534; and, WHEREAS, Troy Mertz, on behalf of Bristol Bay Yorkville, LLC, (the “Developer”) has filed an application and petition for approval of the Final Plat of Resubdivision for Unit 3 of the Bristol Bay Planned Unit Development (the “Bristol By P.U.D.”); and, WHEREAS, the Planning and Zoning Commission convened and held a public meeting on the April 13, 2022, to consider the Final Plat of Resubdivision for Bristol Bay P.U.D. Unit 3; and, WHEREAS, the Planning and Zoning Commission reviewed the standards set forth in Chapter 3 and 4 of the Yorkville Subdivision Control Ordinance and made a recommendation to the Mayor and City Council (“the Corporate Authorities”) for approval of the resubdivision. NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1: The above recitals are incorporated herein and made a part of this Ordinance. Section 2. That the Corporate Authorities hereby approve the Final Plat of Resubdivision for Bristol Bay P.U.D. Unit 3 as prepared by HR Green, LTD, Aurora, Illinois, dated last revised Ordinance No. 2022-____ Page 2 March 18, 2022 attached hereto and made a part hereof as Exhibit A and authorize the Mayor, City Clerk, City Administrator and City Engineer to execute said Plat. Section 3: That the City Clerk is hereby authorized pursuant to Section 11-2-3.H of the Yorkville Subdivision Control Ordinance to record this ordinance and the Final Plat of Resubdivision for Bristol Bay P.U.D. Unit 3 with the Kendall County Recorder of Deeds. Section 4: This Ordinance shall be in full force and effect upon its passage, approval, and publication as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2022. ______________________________ CITY CLERK KEN KOCH _________ DAN TRANSIER _________ ARDEN JOE PLOCHER _________ CRAIG SOLING _________ CHRIS FUNKHOUSER _________ MATT MAREK _________ SEAVER TARULIS _________ JASON PETERSON _________ APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2022. ______________________________ MAYOR Ordinance No. 2022-____ Page 3 EXHIBIT A Final Plat 221102107117127146151104103101LOT 1105106LOT 2108109114113LOT 3115116119118LOT 4123LOT 5124125126129128LOT 6LOT 1000134LOT 8139143LOT 9144145148147LOT 10149150LOT 11152156LOT 12161LOT 13222223224220219218217213214215216212211210209306305304303299300301302307308309278277265266267268LOT 21LOT 23LOT 29LOT 28LOT 30LOT 8LOT 9LOT 10LOT 11LOT 1698LOT 1698LOT 1698LOT 1698LOT 1698LOT 1698LOT 7155154153112111110120121122130132131133138137136135140142141157158159160S00°25'38"E 525.63'L=39.06' R=25.00'CB=S44°19'48"W CH=35.21'S89°05'15"W 195.98'L=384.43'R=960.00'CB=N79°26'26"WCH=381.87'N20 ° 1 4 ' 4 3 " E 1 4 0 . 2 6 'L=146.88'R=563.00'CB=S77°13'44"ECH=146.47'S84°42'11"E 109.12'C1C2C3S21°27'00"E 116.84'L1N21°27'00"W 116.84'C4C5C6 L2 C 7 N89°34'22"E 115.38'L3S89°34'22"W 122.99'C8C9L4C10L5 C 1 1 N89°34'22"E 185.00'N31°53'53"E 131.77'S67°26'59"E 152.99'S84°42'11"E 102.35'N21°46'23"W47.37'N04°31'19"W 170.19'N89°34'22"E 18.00'N00°25'38"W 15.00'C 1 2 56.78'N89°34'22"EC13L6 C14L7C15L8C16C17L9C18L10L11C1 9N84°42'11"W 88.38'L=249.36'R=537.00'CB=N71°24'01"WCH=247.12'N00°25'38"W 146.64'N89°05'22"E 241.84'S00°25'38"E 148.68'S89°34'22"W 110.92'C20N00°25'38"W 115.38'L12S00°25'38"E 115.38' C 2 1S89°34'22"W 80.91'LOT AREASLOT #12345678910111213101102103104105106107108109110111112113114115116117118119120121122123124125SQ.FT.7,833±12,385±12,882±10,386±10,599±21,353±10,216±22,070±13,837±15,850±9,776±12,019±12,614±1,736±1,461±1,461±1,736±1,736±1,461±1,461±1,736±1,736±1,578±1,578±1,460±1,460±1,736±1,736±1,460±1,460±1,578±1,736±1,736±1,460±1,578±1,736±1,736±1,578±ACRES0.180±0.284±0.296±0.238±0.243±0.490±0.235±0.507±0.318±0.364±0.224±0.276±0.290±0.040±0.034±0.034±0.040±0.040±0.034±0.034±0.040±0.040±0.036±0.036±0.034±0.034±0.040±0.040±0.034±0.034±0.036±0.040±0.040±0.034±0.036±0.040±0.040±0.036±LOT AREASLOT #1261271281291301311321331341351361371381391401411421431441451461471481491501511521531541551561571581591601611000SQ.FT.1,578±1,460±1,460±1,736±1,736±1,460±1,460±1,578±1,736±1,736±1,460±1,460±1,578±1,736±1,736±1,460±1,578±1,736±1,736±1,460±1,460±1,578±1,736±1,736±1,460±1,578±1,736±1,736±1,460±1,578±1,736±1,736±1,460±1,460±1,578±1,736±800±ACRES0.036±0.034±0.034±0.040±0.040±0.034±0.034±0.036±0.040±0.040±0.034±0.034±0.036±0.040±0.040±0.034±0.036±0.040±0.040±0.034±0.034±0.036±0.040±0.040±0.034±0.036±0.040±0.040±0.034±0.036±0.040±0.040±0.034±0.034±0.036±0.040±0.018±BARRETT DRIVEROSENWINKEL STREET BRISTOL BAY P.U.D.UNIT 3DOC. NO. 05-39534Illinois Professional Design Firm # 184-001322 2363 Sequoia Drive, Suite 101 Aurora, Illinois 60506 t. 630.553.7560 f. 630.553.7646 www.hrgreen.com1 OF 2PORTAGE LANEPORTAGE LANEBARRETT DRIVEBRISTOL BAY DRIVEPINs: 02-04-401-011 THROUGH 02-04-401-02002-04-402-001 THROUGH 02-04-402-01702-04-403-001 THROUGH 02-04-403-03402-04-330-013 THROUGH 02-04-330-01902-04-331-013 THROUGH 02-04-331-017BRISTOL BAY P.U.D.UNIT 3DOC. NO. 05-39535BRISTOL BAY P.U.D.UNIT 6DOC. NO. 05-39537PLYMOUTHAVENUEBURNETTSTREET CONDOMINIUM PROPERTY ACT", Illinois Professional Design Firm # 184-001322 2363 Sequoia Drive, Suite 101 Aurora, Illinois 60506 t. 630.553.7560 f. 630.553.7646 www.hrgreen.com2 OF 2PINs: 02-04-401-011 THROUGH 02-04-401-02002-04-402-001 THROUGH 02-04-402-01702-04-403-001 THROUGH 02-04-403-03402-04-330-013 THROUGH 02-04-330-01902-04-331-013 THROUGH 02-04-331-017 1 Proposed Request: The petitioner, Troy Mertz, on behalf of Bristol Bay Yorkville, LLC, is seeking Final Plat amendment approval to introduce a new townhome product for the remaining thirteen (13) lots within Unit 3. The change in product type will accommodate sixty-one (61) townhome units, varying between 4, 5 and 6 units per building in Bristol Bay Unit 3. This resulted in the interior building lot lines for Lots 1- 13 requiring adjustments to properly fit the new housing product. It also created minor encroachments within the rear and side property lines of Lots 12, 13, 15, and 18. The subject property, located east of N. Bridge Street (IL Route 47) and north of Bristol Bay Drive in the far northeast quadrant of the city, was originally annexed in 2005 and approved as a planned residential development via Ord. 2005-34, with roughly 2,075 single-family, duplex, townhome and condominium dwelling units. Currently, Unit 3 is approximately 55% built-out. In 2016, the former developer of the Bristol Bay subdivision, Pulte Homes, completed all mass grading, landscaping and public site improvements for Unit 3 and final acceptance from the City was approved on January 24, 2017. The successor developer, Bristol Bay Yorkville, LLC, purchased the unfinished units of the entire development from Pulte Homes in 2018. Memorandum To: Planning and Zoning Commission From: Krysti J. Barksdale-Noble, Community Development Director CC: Bart Olson, City Administrator Brad Sanderson, EEI, City Engineer Date: April 6, 2022 Subject: PZC 2022-06 Bristol Bay – Unit 3 (Final Plat Amendment) Proposed Final Plat Amendment for Townhomes 2 General PUD/Annexation Agreement Comments: PLANNED UNIT DEVELOPMENT (PUD) Per Ordinance No. 2005-34, the subject property is currently zoned R-2D Two-Family Attached Residence District with a special use for a Planned Unit Development (PUD). Per Section 6, paragraph C of the annexation agreement, the developer may make minor changes to the Development Plan related to total number of dwelling units up to 2% subject to City administrative approval. In addition, this is consistent with the current minor PUD amendment process adopted by the City in 2014. The following is a summary table of the minor PUD amendments to Bristol Bay Unit 3 currently under review by the City Administrator: Existing Residential Land Use Land Use Dwelling Units (DU) Dwelling Unit % Gross Acreage % of Total Acres Density Residential-Condominium 624 30% 40.1 12.0% 15.6 du/ac Residential-Townhomes 802 39% 94.0 29.0% 8.5 du/ac Residential-Duplex 182 9% 32.7 10.0% 5.6 du/ac Residential-Single Family 467 22% 162.9 49.0% 2.9 du/ac TOTAL 2075 100.00% 329.7 100.00% 6.3 du/ac Proposed Residential Land Use Land Use Dwelling Units (DU) Dwelling Unit % Gross Acreage % of Total Acres Density Residential-Condominium 624 30% 40.1 12.0% 15.6 du/ac Residential-Townhomes 803 39% 94.0 29.0% 8.5 du/ac Residential-Duplex 182 9% 32.7 10.0% 5.6 du/ac Residential-Single Family 467 22% 162.9 49.0% 2.9 du/ac TOTAL 2076 100.00% 329.7 100.00% 6.3 du/ac The proposed increase of one (1) townhome unit within Unit 3 of the Bristol Bay subdivision has no impact to the overall density or the unit mix of residential dwelling types in the development. BUILDING SETBACKS In addition to the minor increase in unit count, the developer’s new product has a slightly revised building plan. While significantly similar in size, scale and character of the previously built townhome units of the former developer, the building footprints on four (4) lots minimally encroach into the required rear yard and side yard setbacks, as approved by the City Council via Bristol Bay Planned Unit Development (PUD) Agreement (Ord. 2005-34) and the recorded Final Plat (Res. 2005-59). Those include lots #12, 13, 15 and 18. The requested encroachments also currently under review by the City Administrator as a minor PUD Amendment are as follows: REAR YARD ENCROACHMENTS LOT ENCROACHMENT CURRENT SETBACK PROPOSED SETBACK % CHANGE Lot 12 0.24 feet 30 feet 29 feet - 3% Lot 15 0.25 feet 30 feet 29 feet -3% Lot 18 0.34 feet 30 feet 29 feet -3% SIDE YARD ENCROACHMENTS LOT ENCROACHMENT CURRENT SETBACK PROPOSED SETBACK % CHANGE Lot 12 1.45 feet 20 feet 18 feet - 10% Lot 13 0.40 feet 20 feet 19 feet -5% Lot 18 1.0 feet 20 feet 19 feet -5% 3 ARCHITECTURAL STANDARDS/APPEARANCE CODE The original annexation agreement (Ord. 2005-34) provided general architectural renderings and stated that the residential improvements shall be constructed substantially consistent with those renderings or adhere to the City’s Appearance Code standards, whichever is the least restrictive. Per a recent request by staff, the petitioner agreed to incorporate a mix of at least two (2) of the following suggested architectural design elements within the front elevations of the proposed new townhomes to add visual interest: a. Brick or shake style on side elevations that face the street b. Shutters on rear elevation windows c. French doors on patio d. Transom windows on center unit front doors e. Planter boxes The petitioner has agreed to revise the townhome elevations for staff review prior to the submittal and issuance of building permits. Proposed Final Plat of Resubdivision: The proposed Final Plat of Resubdivision for Bristol Bay P.U.D. Unit 3, as prepared by HR Green, generally conforms to the originally approved final plat but seeks minor modifications to the interior building lot lines to accommodate an updated housing product which slightly differs from the townhomes built over a decade ago. The proposed final plat illustrates solid dark lines representing the new interior building lot lines for Bristol Bay Unit 3. The solid light gray lines represent the currently recorded interior building lot lines, depicted as follows: 4 Staff Comments: The proposed Final Plat of Resubdivision Bristol Bay P.U.D. Unit 3 has been reviewed by the City’s engineering consultant, Engineering Enterprises Inc. (EEI), for compliance with the Subdivision Control Ordinance’s Standards for Specification. Comments dated March 7, 2022 were provided to the applicant (see attached). The petitioner has addressed the comments provided and resubmitted a revised plat dated 03/18/22 which is included in the packet. Staff supports approval of the revised final plat. Per Section 6, paragraph A of the annexation agreement for Bristol Bay (Ord. 2005-34), the City shall act upon any final plat and final engineering or resubmitted final plat and final engineering within sixty (60) days of receipt. Initial receipt of the completed application was on February 17, 2022. Based upon the required City meeting schedule, the final approval of the requested Final Plat Amendment is proposed for April 26, 2022. Proposed Motion: In consideration of the proposed Final Plat of Resubdivision for Bristol Bay P.U.D. Unit 3, the Planning and Zoning Commission recommends approval of the plat to the City Council as presented by the Petitioner, Troy Mertz, on behalf of Bristol Bay Yorkville, LLC, in a plan prepared by HR Green, LTD date last revised March 18, 2022 on behalf of Bristol Bay Yorkville, LLC, and further subject to {insert any additional conditions of the Planning and Zoning Commission}… Attachments: 1. Copy of Petitioner’s Application 2. Exhibit A - Legal Description 3. Plan Council Packet for 03-10-22 4. EEI Letter to the City dated March 7, 2022. 5. Letter from HR Green responding to EEI review comments dated 03/18/22. 6. Final Plat of Resubdivision Bristol Bay P.U.D. Unit 3 Resubdivision prepared by HR Green, LTD and date revised 03/18/2022. APPLICATION FOR FINAL PLAT/REPLAT United City of Yorkville 800 Game Farm Road 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: HOME BUSINESS 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: TOTAL LOT ACREAGE: TOTAL NUMBER OF LOTS TO BE CREATED: PROPOSED LOT AREAS AND DIMENSIONS LOT NUMBER LOT DIMENSIONS (W x L, IN FEET) LOT AREA (IN SQUARE FEET) 01/28/2022 Bristol Bay Subdivision - Unit 3 Troy Mertz Moda Tech & Infrastructure 1834 Walden Square, Unit 300 Schaumburg, IL 60173 (630) 834-0722 troymertz@gmail.com ● Bristol Bay Yorkville LLC Remaining unbuilt lots in Unit 3 Nearest intersection - Northeast corner of Bristol Bay Drive and Rosenwinkel Street. Remaining unbuilt lots in Unit 3 in Bristol Bay Subdivision Bristol Bay PUD Remaining Lots by Exhibit 0 (Existing) Lot 12 See attached Unit 3 Overlay Exhibit A 7,896 Lot 15 See attached Unit 3 Overlay Exhibit A 12,028 Lot 18 See attached Unit 3 Overlay Exhibit A 12,258 Lot 13 See attached Unit 3 Overlay Exhibit A 12,448 APPLICATION FOR FINAL PLAT/REPLAT United City of Yorkville 800 Game Farm Road 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: ATTACHMENTS Petitioner must attach a legal description of the property to this application and title it as “Exhibit A”. 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 R SIGNATUREREREREREREEREEREEEEREREEEEEREEEEEEEEEREEEEEREEREEREEEEEREEEEREEEEEEEEEEEEEEREREEEEERRREEERRREEERERERRREEERERREEREEEERR HEREBY AUTHORIZES SSSSS THE PETITIONER TO PU SIGNATURRRRREEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE Thomas R. Burney Law Office of Thomas R. Burney, LLC 40 Brink Street Crystal Lake, IL 60014 (815) 459-8800 tburney@zcwlaw.com (815) 459-8429 David Schultz HR GREEN INC. 2363 Sequoia Drive | Suite 101 Aurora, IL 60506 630-708-5002 dschultz@hrgreen.com Bernie Bauer HR GREEN INC. 2363 Sequoia Drive | Suite 101 Aurora, IL 60506 630-708-5033 bbauer@hrgreen.com APPLICANT DEPOSIT ACCOUNT/ ACKNOWLEDGMENT OF FINANCIAL RESPONSIBILITY United City of Yorkville 800 Game Farm Road Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fax: 630-553-7575 We bsite: www.yorkville.il.us PRINT NAME SIGNATURE* TITLE DATE PROJECT NAME: FUND ACCOUNT NUMBER: PROPERTY ADDRESS: PETITIONER DEPOSIT ACCOUNT FUND: It is the policy of the United City of Yorkville to require any petitioner seeking approval on a project or entitlement request to establish a Petitioner Deposit Account Fund to cover all actual expenses occurred as a result of processing such applications and requests. Typical requests requiring the establishment of a Petitioner Deposit Account Fund include, but are not limited to, plan review of development approvals/engineering permits. Deposit account funds may also be used to cover costs for services related to legal fees, engineering and other plan reviews, processing of other governmental applications, recording fees and other outside coordination and consulting fees. Each fund account is established with an initial deposit based upon the estimated cost for services provided in the INVOICE & WORKSHEET PETITION APPLICATION. This initial deposit is drawn against to pay for these services related to the project or request. Periodically throughout the project review/approval process, the Financially Responsible Party will receive an invoice reflecting the charges made against the account. At any time the balance of the fund account fall below ten percent (10%) of the original deposit amount, the Financially Responsible Party will receive an invoice requesting additional funds equal to one-hundred percent (100%) of the initial deposit if subsequent reviews/fees related to the project are required. In the event that a deposit account is not immediately replenished, review by the administrative staff, consultants, boards and commissions may be suspended until the account is fully replenished. If additional funds remain in the deposit account at the completion of the project, the city will refund the balance to the Financially Responsible Party. A written request must be submitted by the Financially Responsible Party to the city by the 15th of the month in order for the refund check to be processed and distributed by the 15th of the following month. All refund checks will be made payable to the Financially Responsible Party and mailed to the address provided when the account was established. ACKNOWLEDGMENT OF FINANCIAL RESPONSIBILITY NAME: COMPANY: MAILING ADDRESS: CITY, STATE, ZIP: TELEPHONE: EMAIL: FAX: FINANCIALLY RESPONSIBLE PARTY: I acknowledge and understand that as the Financially Responsible Party, expenses may exceed the estimated initial deposit and, when requested by the United City of Yorkville, I will provide additional funds to maintain the required account balance. Further, the sale or other disposition of the property does not relieve the individual or Company/Corporation of their obligation to maintain a positive balance in the fund account, unless the United City of Yorkville approves a Change of Responsible Party and transfer of funds. Should the account go into deficit, all City work may stop until the requested replenishment deposit is received. *The name of the individual and the person who signs this declaration must be the same. If a corporation is listed, a corporate officer must sign the declaration (President, Vice- President, Chairman, Secretary or Treasurer) INITIAL ENGINEERING/LEGAL DEPOSIT TOTALS ENGINEERING DEPOSITS: Up to one (1) acre Over one (1) acre, but less than ten (10) acres Over ten (10) acres, but less than forty (40) acres Over forty (40) acres, but less than one hundred (100) In excess of one hundred (100.00) acres $5,000 $10,000 $15,000 $20,000 $25,000 LEGAL DEPOSITS: Less than two (2) acres Over two (2) acres, but less than ten (10) acres Over ten (10) acres $1,000 $2,500 $5,000 NAME TURE* Bristol Bay Subdivision - Unit 3 Troy Mertz Moda Tech & Infrastructure 1834 Walden Square, Unit 300 Schaumburg, IL 60173 (630) 834-0722 troymertz@gmail.com Troy Mertz President 2-3-2022 EXHIBIT A: BRISTOL BAY – UNIT 3 FINAL PLAT OF RESUBDIVISON: LOTS 12 THROUGH 20, INCLUSIVE, LOTS 24 THROUGH 27, INCLUSIVE, LOTS 225 THROUGH 264, INCLUSIVE. AND LOTS 279 THROUGH 298, INCLUSIVE, IN BRISTOL BAY P.U.D., UNIT 3, BEING A SUBDIVISION OF PART OF THE SOUTH ONE-HALF OF SECTION 4, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED DECEMBER 21, 2005, AS DOCUMENT NO. 200500039534, AS AFFECTED BY DOCUMENT NO. 200800014752, IN KENDALL COUNTY, ILLINOIS. PLAN COUNCIL AGENDA Thursday, March 10, 2022 9:00 a.m. Remote Access via Zoom 1. Minutes for approval: November 9, 2021 2. PZC 2022-06 Bristol Bay – Unit 3 - Final Plat of Resubdivision 3. PZC 2022-07 Bristol Bay – Unit 13 – Final Plat of Subdivision Adjournment United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 Telephone: 630-553-4350 Fax: 630-553-7575 I have reviewed the application for Final Plat Amendment for Bristol Bay Unit 3, as submitted by David Schultz on behalf of Troy Mertz, Petitioner. The Final Plat of Resubdivision - Bristol Bay P.U.D. Unit 3 Resubdivision was prepared by HR Green and dated 02-16-2022. The petitioner is seeking Final Plat amendment approval to introduce a new townhome product for the remaining thirteen (13) lots within Unit 3. The change in product type will result in sixty-one (61) townhome units, varying between 4, 5 and 6 units per building in Bristol Bay Unit 3. This will result in the interior building lot lines for Lots 12, 15, 18 and 13 requiring adjustment, and the minor encroachment within the rear and side property lines on the same lots. Based upon my review of the applications, documents, and plans; I have compiled the following comments: GENERAL PUD/ANNEXATION AGREEMENT COMMENTS: 1.PLANNED UNIT DEVELOPMENT (PUD)– Per Ordinance No. 2005-34, the subject property is currently zoned R-2D Two-Family Attached Residence District with a special use for a Planned Unit Development (PUD). Per Section 6, paragraph C of the annexation agreement, the developer may make minor changes to the Development Plan related to total number of dwelling units up to 2% subject to City administrative approval. In addition, this is consistent with the current minor PUD amendment process adopted by the City in 2014. The following is a summary table of the proposed minor PUD amendments to Bristol Bay Unit 3 under review by the City Administrator: Existing Residential Land Use Land Use Dwelling Units (DU) Dwelling Unit % Gross Acreage % of Total Acres Density Residential-Condominium 624 30% 40.1 12.0% 15.6 du/ac Residential-Townhomes 802 39% 94.0 29.0% 8.5 du/ac Residential-Duplex 182 9% 32.7 10.0% 5.6 du/ac Residential-Single Family 467 22% 162.9 49.0% 2.9 du/ac TOTAL 2075 100.00% 329.7 100.00% 6.3 du/ac Proposed Residential Land Use Land Use Dwelling Units (DU) Dwelling Unit %Gross Acreage % of Total Acres Density Residential-Condominium 624 30% 40.1 12.0% 15.6 du/ac Residential-Townhomes 803 39%94.0 29.0%8.5 du/ac Residential-Duplex 182 9% 32.7 10.0% 5.6 du/ac Residential-Single Family 467 22% 162.9 49.0% 2.9 du/ac TOTAL 2076 100.00% 329.7 100.00% 6.3 du/ac Memorandum To: Plan Council From: Krysti Barksdale-Noble, Community Development Director Date: March 7, 2022 Subject: PZC 2022-06 Bristol Bay – Unit 3 (Final Plat Amendment) Proposed Final Plat Amendment for Townhomes The proposed increase of one (1) townhome unit within Unit 3 of the Bristol Bay subdivision has no impact to the overall density or the unit mix of residential dwelling types in the development. 2. BUILDING SETBACKS – In addition to the minor increase in unit count, the developer’s new product has a slightly revised building plan. While significantly similar in size, scale and character of the previously built townhome units of the former developer, the building footprints on four (4) lots minimally encroach into the required rear yard and side yard setbacks, as approved by the City Council via Bristol Bay Planned Unit Development (PUD) Agreement (Ord. 2005-34) and the recorded Final Plat (Res. 2005-59). Those include lots #12, 13, 15 and 18. The requested encroachments also currently under review by the City Administrator as a minor PUD Amendment are as follows: REAR YARD ENCROACHMENTS LOT ENCROACHMENT CURRENT SETBACK PROPOSED SETBACK % CHANGE Lot 12 0.24 feet 30 feet 29 feet - 3% Lot 15 0.25 feet 30 feet 29 feet -3% Lot 18 0.34 feet 30 feet 29 feet -3% SIDE YARD ENCROACHMENTS LOT ENCROACHMENT CURRENT SETBACK PROPOSED SETBACK % CHANGE Lot 12 1.45 feet 20 feet 18 feet - 10% Lot 13 0.40 feet 20 feet 19 feet -5% Lot 18 1.0 feet 20 feet 19 feet -5% 3. ARCHITECTURAL STANDARDS/APPEARANCE CODE – The original annexation agreement (Ord. 2005-34) provided general architectural renderings (Exhibit R) and stated that the residential improvements shall be constructed substantially consistent with those renderings or adhere to the City’s Appearance Code standards, whichever is the least restrictive. 4. RECENT ARCHITECTURAL DESIGN MODIFICATIONS – Per a recent request by staff in an email dated January 26, 2022, the petitioner agreed to incorporate a mix of at least two (2) of the following suggested architectural design elements within the front elevations of the proposed new townhomes to add visual interest: a. Brick or shake style on side elevations that face the street b. Shutters on rear elevation windows c. French doors on patio d. Transom windows on center unit front doors e. Planter boxes Staff requests to review the final building elevations prior to issuance of building permits. FINAL PLAT OF RESUBDIVISION COMMENTS: 1. TIMING OF FINAL PLAT – Per Section 6, paragraph A of the annexation agreement for Bristol Bay (Ord. 2005-34), the City hall act upon any final plat and final engineering or resubmitted final plat and final engineering within sixty (60) days of receipt. Initial receipt of the completed application was on February 17, 2022, based upon the required City meeting schedule, the final approval of the requested Final Plat Amendment is proposed as April 26, 2022. X 2363 Sequoia Drive | Suite 101 Aurora, IL 60506 Main 630.553.7560 + Fax 713.965.0044 X HRGREEN.COM March 18, 2022 United City of Yorkville Ms. Krysti Barksdale-Noble Community Development Director 800 Game Farm Road Yorkville, IL 60506 RE: Bristol Bay – Unit 3 Final Plat of Resubdivision Review Response to Review Comments No. 1 HR Green Job.: 220051 Dear Ms. Barksdale-Noble: Please see below our responses to Engineering Enterprises, Inc. review comment letter dated March 7, 2022. Responses to each comment are shown in bold following the comment. Review Comments 1. Access easement provisions should be noted. RESPONSE: Added as requested. 2. The two proposed concrete monuments should be shown. RESPONSE: Added as requested. If you have any questions or need additional information, please do not hesitate to contact me. Sincerely, HR GREEN, INC. David Schultz, PE, LEED AP Project Manager DS/ag \\hrgreen.com\HRG\Data\2022\220051\Design\Deliverables\OUTGOING\ltr-031722-220051_Unit3_Comment Response#1.docx Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/gov_officials.php Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: See attached memorandum. Reviewed By: Legal Finance Engineer City Administrator Purchasing Manager Community Development Police Public Works Parks and Recreation Agenda Item Number Planning and Zoning Commission #3 Tracking Number PZC 2022-07 and EDC 2022-23 Bristol Bay - Unit 13 (Final Plat) City Council – April 26, 2022 PZC – 04/13/22 Moved forward to City Council agenda. PZC 2022-07 & EDC 2022-23 Majority Vote Proposed Final Plat of Subdivision of Unit 13 in the Bristol Bay P.U.D. Krysti J. Barksdale-Noble, AICP Community Development Name Department 1 Proposed Request: The petitioner, Troy Mertz, on behalf of Bristol Bay Yorkville, LLC, is seeking Final Plat approval to subdivide the approximately 25-acre vacant parcel into 69 lots consisting of 68 single-family units and a 3.25-acre park site in Bristol Bay Unit 13. The lots are currently under contract with NVR, Inc. (parent company of Ryan Homes) who intends to be the homebuilder for these units. Although the Final Plat of Subdivision for Bristol Bay Unit 13 was approved via Resolution No. 2006-103 in 2006, it was never recorded. Per Section 11-2-3H of the Subdivision Control Ordinance, final plats must be recorded with the County Recorder of Deeds within thirty (30) days from the date of final approval, or final approval shall be considered null and void. Additionally, in 2017, prior to the former developer, Pulte Homes, selling the unsubdivided unit to Bristol Bay Yorkville, LLC, most of the underground public improvements (sanitary sewer, storm sewer and water main) were completed and inspected by the city’s engineering consultant, EEI. Additionally, per the original annexation agreement and the second amended agreement (Ord. 2010-32), $50,000 parks-land cash fee for lot 1685 (fire station) will be due prior to recording of the final plat for Unit 13. The proposed Final Plat of Subdivision Bristol Bay P.U.D. Unit 13 has been reviewed by the City’s engineering consultant, Engineering Enterprises Inc. (EEI), for compliance with the Subdivision Control Ordinance’s Standards for Specification and is recommended for approval. Planning & Zoning Commission Action: The Planning and Zoning Commission reviewed the request for final plat approval at a meeting held on April 13, 2022 and made the following action on the motion below: In consideration of the proposed Final Plat of Subdivision for Bristol Bay P.U.D. Unit 13, the Planning and Zoning Commission recommends approval of the plat to the City Council as presented by the Petitioner, Troy Mertz, on behalf of Bristol Bay Yorkville, LLC, in a plan prepared by HR Green, LTD date last revised March 15, 2022. Action: Olson – aye; Williams – aye; Millen – aye; Hyatt – aye; Horaz – aye; 5 ayes; 0 no. Attachments: 1. Draft Ordinance 2. Memorandum to Planning and Zoning Commission dated April 6, 2022 3. Copy of Petitioner’s Application 4. Exhibit A - Legal Description 5. Exhibit R of Bristol Bay Annexation Agreement Ord. 2005-34 6. Plan Council Packet for 03-10-22 7. EEI Letter to the City dated March 7, 2022 8. Letter from HR Green responding to EEI review comments dated 03/18/22 9. Final Plat of Subdivision Bristol Bay P.U.D. Unit 13 prepared by HR Green, LTD and date revised 03/15/2022. Memorandum To: City Council From: Krysti J. Barksdale-Noble, Community Development Director CC: Bart Olson, City Administrator Brad Sanderson, EEI, City Engineer Date: April 14, 2022 Subject: PZC 2022-07 Bristol Bay – Unit 13 (Final Plat of Subdivision) Proposed Final Plat Approval for Single-Family Lots Ordinance No. 2022-____ Page 1 STATE OF ILLINOIS ) ) ss. COUNTY OF KENDALL ) ORDINANCE No. 2022-____ AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, APPROVING THE FINAL PLAT OF SUBDIVISION FOR BRISTOL BAY P.U.D. UNIT 13 WHEREAS, the United City of Yorkville (the “City”) is a duly organized and validly existing non home-rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and, WHEREAS, Troy Mertz, on behalf of Bristol Bay Yorkville, LLC, (the “Developer”) has filed an application and petition for approval of the Final Plat of Subdivision for Unit 13 of the Bristol Bay Planned Unit Development (the “Bristol Bay P.U.D.”), generally located east of Rosenwinkel Street and north of Galena Road in the far northeast quadrant of the City of Yorkville, for a total of 68 new residential lots on approximately 25-acres; and, WHEREAS, the Planning and Zoning Commission convened and held a public meeting on April 13, 2022, to consider the Final Plat of Subdivision for Bristol Bay P.U.D. Unit 13; and, WHEREAS, the Planning and Zoning Commission reviewed the standards set forth in Chapter 3 and 4 of Title 11 of the Yorkville Subdivision Control Ordinance and made a recommendation to the Mayor and City Council (“the Corporate Authorities”) for approval of the Final Plat of Subdivision for Bristol Bay P.U.D. Unit 13. NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1: The above recitals are incorporated herein and made a part of this Ordinance. Section 2: That the Corporate Authorities hereby approve the Final Plat of Subdivision for Bristol Bay P.U.D. Unit 13 as prepared by HR Green, LTD, Aurora, Illinois, dated last revised March 15, 2022 attached hereto and made a part hereof as Exhibit A and authorize the Mayor, City Clerk, City Administrator and City Engineer to execute said Plat. Ordinance No. 2022-____ Page 2 Section 3: That the City Clerk is hereby authorized pursuant to Section 11-2-3.H of the Yorkville Subdivision Control Ordinance to record this ordinance and the Final Plat of Subdivision for Bristol Bay P.U.D. Unit 13 with the Kendall County Recorder of Deeds. Section 4: This Ordinance shall be in full force and effect upon its passage, approval, and publication as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2022. ______________________________ CITY CLERK KEN KOCH _________ DAN TRANSIER _________ ARDEN JOE PLOCHER _________ CRAIG SOLING _________ CHRIS FUNKHOUSER _________ MATT MAREK _________ SEAVER TARULIS _________ JASON PETERSON _________ APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2022. ______________________________ MAYOR Ordinance No. 2022-____ Page 3 EXHIBIT A Final Plat LOT 1078LOT 1079LOT 1080LOT 1139LOT 1140LOT 1142LOT 1143LOT 1144LOT 1145LOT 1146LOT 1147LOT 1148LOT 1149LOT 1150LOT 1151LOT 1152LOT 1039LOT 1040LOT 1041LOT 1141LOT 1209LOT 1208LOT 1207LOT 1206LOT 1205LOT 1204LOT 1203LOT 1202LOT 1201LOT 1200LOT 1199LOT 1198LOT 1197LOT 1685LOT 2052LOT 2052S21°48'57"E 171.66'L=291.78'R=680.00'CB=S9°31'23"ECH=289.55'N87°42'08"E115.27'S75°29'39"E 208.25'N14°46' 2 1 " E 5 3 9 . 2 1 'S75°13'39"E 670.00'N14°46' 2 1 " E 1 3 3 . 1 5 'L=140.44' R=66.00'CB=N26°02'38"E CH=115.40'N14°46'2 1 " E 1 4 5 . 6 7 'N75°13'39"W70.00'N02°56'50"W 79.37'N09°46'58"E77.05'N05°56'12"E77.05'N02°05'26"E77.05'N01°45'20"W77.05'N05°36'06"W77.05'N09°26'52"W77.05'N13°17'38"W77.05'S74°46'59"W135.00 'S64°37 '29 "W93.85 'S73°45'42"W36.17'L=69.41' R=1028.00'CB=S75°41'46"W CH=69.40'S12°22'10"E83.52'S05°51'10"E67.52'S01°06'59"E67.52'S03°37'13"W67.52'S08°21'24"W67.52'S26° 1 4 ' 2 1 " W 1 4 0 . 6 6 'N75°13'39"W 140.00'N74°29'33"W 67.35'N62°11'15"W 61.67'N46°13'13"W 61.67'N30°15'12"W 61.67'N21°49'17"W 61.26'N00°08'26"W 87.01'S89°51'34"W159.96'S88°43'57"W66.00'N00°10'10"W 106.30'L=39.27' R=25.00'CB=N45°08'26"W CH=35.36'S89°51'34"W 244.84'L=40.96' R=25.00'CB=S42°55'25"W CH=36.53'S04°37'14"E 18.78'S84°46'15"W 197.00'S07°16'34"E77.21'S11°45'02"E91.58'S16°22'16"E82.73'S21°17'25"E80.72'S21°48'57"E 390.00'S68°11'03"W 5.00'L=39.27' R=25.00'CB=N66°48'57"W CH=35.36'LOT 1959LOT 1991LOT 1992LOT 1993LOT 1994LOT 1995LOT 1996LOT 1997LOT 1998LOT 1999LOT 2000LOT 2001LOT 2002LOT 2003LOT 2004LOT 2005LOT 2006LOT 2007LOT 2008LOT 2009LOT 2010LOT 2011LOT 2012LOT 2013LOT 2014LOT 2015LOT 2016LOT 2017LOT 2018LOT 2019LOT 2020LOT 2021LOT 2022LOT 2023LOT 2024LOT 2025LOT 2026LOT 2051LOT 2053LOT 1977LOT 1958LOT 1960LOT 1961LOT 1962LOT 1963LOT 1964LOT 1965LOT 1966LOT 1967LOT 1968LOT 1969LOT 1970LOT 1971LOT 1972LOT 1973LOT 1974LOT 1975LOT 1976LOT 1978LOT 1979LOT 1982LOT 1981LOT 1983LOT 1984LOT 1985LOT 1986LOT 1987LOT 1988LOT 1989LOT 1990LOT 1980LOT 1696BRISTOL BAY P.U.D.UNIT 7DOC. NO. 05-39538BRISTOL BAY P.U.D.UNIT 1DOC. NO. 05-39532BISCAYNE LANEPENSACOLA STREETTAMPA DRIVEIllinois Professional Design Firm # 184-001322 2363 Sequoia Drive, Suite 101 Aurora, Illinois 60506 t. 630.553.7560 f. 630.553.7646 www.hrgreen.com1 OF 4UNSUBDIVIDEDLANDSRESUBDIVISION OF BRISTOL BAYLOT 2048 UNIT 9 & LOT 2049 UNIT 11DOC. NO. 201800003507BISCAYNE LANESARASOTA AVENUEMONTEREY STREETBRISTOL BAY P.U.D.UNIT 1DOC. NO. 05-39532UNSUBDIVIDEDLANDSBRISTOL BAY P.U.D.UNIT 8DOC. NO. 200800020564BRISTOL BAY P.U.D.UNIT 8DOC. NO. 200800020564SARASOTA AVE.ROSENWINKEL STREETPOINT OF BEGINNINGPINs: 02-04-400-01502-09-200-01402-09-200-016 LOT 197711,085± SQ.FT.0.254± AC.LOT 19609,750± SQ.FT.0.224± AC.LOT 19619,750± SQ.FT.0.224± AC.LOT 19629,750± SQ.FT.0.224± AC.LOT 196310,016± SQ.FT.0.230± AC.LOT 196410,140± SQ.FT.0.233± AC.LOT 196511,214± SQ.FT.0.257± AC.LOT 19669,469± SQ.FT.0.217± AC.LOT 196713,828± SQ.FT.0.317± AC.LOT 196810,002± SQ.FT.0.230± AC.LOT 19699,543± SQ.FT.0.219± AC.LOT 19709,311± SQ.FT.0.214± AC.LOT 19719,100± SQ.FT.0.209± AC.LOT 19729,100± SQ.FT.0.209± AC.LOT 19739,100± SQ.FT.0.209± AC.LOT 19749,100± SQ.FT.0.209± AC.LOT 197619,137± SQ.FT.0.439± AC.LOT 197810,014± SQ.FT.0.230± AC.LOT 19799,750± SQ.FT.0.224± AC.LOT 198212,831± SQ.FT.0.295± AC.LOT 198111,526± SQ.FT.0.265± AC.LOT 198316,116± SQ.FT.0.370± AC.LOT 19848,584± SQ.FT.0.197± AC.LOT 198510,486± SQ.FT.0.241± AC.LOT 198610,486± SQ.FT.0.241± AC.LOT 198710,486± SQ.FT.0.241± AC.LOT 19889,528± SQ.FT.0.219± AC.LOT 19899,100± SQ.FT.0.209± AC.LOT 19909,100± SQ.FT.0.209± AC.LOT 19919,100± SQ.FT.0.209± AC.LOT 199211,566± SQ.FT.0.266± AC.LOT 199310,703± SQ.FT.0.246± AC.LOT 19949,990± SQ.FT.0.229± AC.LOT 19959,510± SQ.FT.0.218± AC.LOT 19969,510± SQ.FT.0.218± AC.LOT 19979,510± SQ.FT.0.218± AC.LOT 19989,510± SQ.FT.0.218± AC.LOT 199911,790± SQ.FT.0.271± AC.LOT 20009,758± SQ.FT.0.224± AC.LOT 20019,758± SQ.FT.0.224± AC.LOT 20029,758± SQ.FT.0.224± AC.LOT 20039,758± SQ.FT.0.224± AC.LOT 20049,758± SQ.FT.0.224± AC.LOT 20059,758± SQ.FT.0.224± AC.LOT 20069,758± SQ.FT.0.224± AC.LOT 200710,545± SQ.FT.0.242± AC.LOT 200817,018± SQ.FT.LOT 2009LOT 2010LOT 198011,523± SQ.FT.0.265± AC.N14°46' 2 1 " E 1 4 5 . 6 7 '70.00'N75°13'39"WN02°56'50"W79.37'N09°46'58"E 77.05'N05°56'12"E 77.05'N02°05'26"E 77.05' N01°45'20"W 77.05' N05°36'06"W 77.05' N09°26'52"W 77.05'77.05'N13°17'38"WS74°46'59"W 135 .00 '93.85 'S64°37 '29 "WS73°45'42"W 36.17'L=69.41' R=1028.00'CB=S75°41'46"W CH=69.40'S12°22'10"E83.52'67.52' S05°51'10"E67.52' S01°06'59"E 67.52' S03°37'13"W 67.52'S08°21'24"W S26° 1 4 ' 2 1 " W 1 4 0 . 6 6 'N75°13'39"W 140.00'67.35'N74°29'33"W61.67'N62°11'15"W61.67'N46°13'13"WN30°15'12"W61.67'N21°49'17"W61.26'N00°08'26"W 87.01'S89°51'34"W 159.96'66.00'S88°43'57"WN00°10'10"W 106.30'L=39.27' R=25.00'CB=N45°08'26"W CH=35.36'S89°51'34"W 244.84'L=40.96' R=25.00'CB=S42°55'25"W CH=36.53'S04°37'14"E18.78'S84°46'15"W 197.00'77.21'S07°16'34"ES11°45'02"E91.58'S16°22'16"E82.73'S21°17'25"E80.72'S21°48'57"E 390.00'LOT 1078LOT 1079LOT 1080LOT 1139LOT 1140LOT 1142LOT 1143LOT 1144LOT 1145LOT 1146LOT 1147LOT 1148LOT 1149LOT 1150LOT 1151LOT 1041LOT 1141LOT 1209LOT 1208LOT 1207LOT 1206LOT 1205LOT 1204LOT 1203LOT 1202LOT 1201LOT 1200LOT 1199LOT 1198LOT 1197LOT 2052LOT 1696Illinois Professional Design Firm # 184-001322 2363 Sequoia Drive, Suite 101 Aurora, Illinois 60506 t. 630.553.7560 f. 630.553.7646 www.hrgreen.com2 OF 4ROSENWINKEL STREETTAMPA DRIVEBISCAYNE LANESARASOTA A V E N U E PENSACOLA STREETSTREETSTREET BRISTOL BAY P.U.D.UNIT 8DOC. NO. 200800020564BRISTOL BAY P.U.D.UNIT 7DOC. NO. 05-39538PINs: 02-04-400-01502-09-200-01402-09-200-016 LOT 195811,566± SQ.FT.0.266± AC.LOT 19599,750± SQ.FT.0.224± AC.LOT 19609,750± SQ.FT.0.224± AC.LOT 19619,750± SQ.FT.0.224± AC.LOT 19739,100± SQ.FT.0.209± AC.LOT 19749,100± SQ.FT.0.209± AC.LOT 197511,940± SQ.FT.0.274± AC.LOT 197619,137± SQ.FT.0.439± AC.10,486± SQ.FT.0.241± AC.LOT 19889,528± SQ.FT.0.219± AC.LOT 19899,100± SQ.FT.0.209± AC.LOT 19909,100± SQ.FT.0.209± AC.LOT 19919,100± SQ.FT.0.209± AC.LOT 199211,566± SQ.FT.0.266± AC.LOT 200817,018± SQ.FT.0.391± AC.LOT 200911,964± SQ.FT.0.275± AC.LOT 20109,364± SQ.FT.0.215± AC.LOT 20119,121± SQ.FT.0.209± AC.LOT 20129,100± SQ.FT.0.209± AC.LOT 20139,100± SQ.FT.0.209± AC.LOT 20149,100± SQ.FT.0.209± AC.LOT 20159,100± SQ.FT.0.209± AC.LOT 20169,100± SQ.FT.0.209± AC.LOT 20179,100± SQ.FT.0.209± AC.LOT 20189,100± SQ.FT.0.209± AC.LOT 201910,968± SQ.FT.0.252± AC.LOT 202013,031± SQ.FT.0.299± AC.LOT 202112,402± SQ.FT.0.285± AC.LOT 202210,704± SQ.FT.0.246± AC.LOT 20239,306± SQ.FT.0.214± AC.LOT 20249,100± SQ.FT.0.209± AC.LOT 20259,100± SQ.FT.0.209± AC.LOT 20269,100± SQ.FT.0.209± AC.LOT 2051141,406± SQ.FT.3.246± AC.LOT 20531,964± SQ.FT.0.045± AC.S21°48'57"E 171.66'L =2 9 1 .7 8 'R =6 8 0 .0 0 'C B =S 9 °3 1 '2 3 "E C H =2 8 9 .5 5 'N87°42'08"E115.27'S75°29'39"E 208.25'N14°46'2 1 " E 5 3 9 . 2 1 'S75°13'39"E 670.00'N14°46'2 1 " E 1 3 3 . 1 5 'L=140.44' R=66.00'CB=N26°02'38"E CH=115.40'N14°46' 2 1 " E 1 4 5 . 6 7 '70.00'N75°13'39"WS21°48'57"E 390.00'S68°11'03"W 5.00'L=39.27' R=25.00'CB=N66°48'57"W CH=35.36'LOT 1685LOT 2052Illinois Professional Design Firm # 184-001322 2363 Sequoia Drive, Suite 101 Aurora, Illinois 60506 t. 630.553.7560 f. 630.553.7646 www.hrgreen.com3 OF 4STREETSTREET BRISTOL BAY P.U.D.UNIT 8DOC. NO. 200800020564UNSUBDIVIDEDLANDSBRISTOL BAY P.U.D.UNIT 1DOC. NO. 05-39532MONTEREY STREETBISCAYNE LANESARAS O T A A V E N U E PINs: 02-04-400-01502-09-200-01402-09-200-016ROSENWINKEL STREET Illinois Professional Design Firm # 184-001322 2363 Sequoia Drive, Suite 101 Aurora, Illinois 60506 t. 630.553.7560 f. 630.553.7646 www.hrgreen.com4 OF 4 CONDOMINIUM PROPERTY ACT", PINs: 02-04-400-01502-09-200-01402-09-200-016 1 Proposed Request: The petitioner, Troy Mertz, on behalf of Bristol Bay Yorkville, LLC, is seeking Final Plat approval to subdivide the approximately 25-acre vacant parcel into 69 lots consisting of 68 single-family units and a 3.25-acre park site in Bristol Bay Unit 13. The lots are currently under contract with NVR, Inc. (parent company of Ryan Homes) who intends to be the homebuilder for these units. The subject property, located east of Rosenwinkel St. and north of Galena Road in the far northeast quadrant of the city, was originally annexed and approved as part of the Bristol Bay planned residential development in 2005. Although the Final Plat of Subdivision for Bristol Bay Unit 13 was approved via Resolution No. 2006-103 in 2006, it was never recorded. Per Section 11-2-3H of the Subdivision Control Ordinance, final plats must be recorded with the County Recorder of Deeds within thirty (30) days from the date of final approval, or final approval shall be considered null and void. Additionally, in 2017, prior to the former developer, Pulte Homes, selling the unsubdivided unit to Bristol Bay Yorkville, LLC, most of the underground public improvements (sanitary sewer, storm sewer and water main) were completed and inspected by the city’s engineering consultant, EEI. Memorandum To: Planning and Zoning Commission From: Krysti J. Barksdale-Noble, Community Development Director CC: Bart Olson, City Administrator Brad Sanderson, EEI, City Engineer Date: April 6, 2022 Subject: PZC 2022-07 Bristol Bay – Unit 13 (Final Plat of Subdivision) Proposed Final Plat Approval for Single-Family Lots 2 General PUD/Annexation Agreement Comments: ARCHITECTURAL STANDARDS/APPEARANCE CODE The original annexation agreement (Ord. 2005-34) provided general architectural renderings and stated that the residential improvements shall be constructed substantially consistent with those renderings or adhere to the City’s Appearance Code standards, whichever is the least restrictive. Additionally, Ord. 2005-34 requires the developer to impose covenants, conditions and restrictions relating to façade materials, accessory structures, and other building restrictions at the time of final plat submittal for each unit. Exhibit R of the original annexation agreement are attached for your reference. Staff will require submittal and review of the proposed HOA covenants prior to Planning and Zoning Commission consideration. We also will require review of the proposed single-family building elevations prior to the submittal and issuance of building permits. PARK LAND CASH CONTRIBUTION Per the original annexation agreement and the second amended agreement (Ord. 2010-32), $50,000 parks-land cash fee for lot 1685 (fire station) will be due prior to recording of the final plat for Unit 13. Staff will require payment prior to City signature of the proposed plat. Proposed Final Plat of Resubdivision: The proposed Final Plat of Subdivision for Bristol Bay P.U.D. Unit 13, as prepared by HR Green, illustrates the proposed 68 single-family lots and park site. The final plat generally conforms to the previously approved planned unit development concept plan and Preliminary Plan, and is depicted below: 3 Staff Comments: The proposed Final Plat of Subdivision Bristol Bay P.U.D. Unit 13 has been reviewed by the City’s engineering consultant, Engineering Enterprises Inc. (EEI), for compliance with the Subdivision Control Ordinance’s Standards for Specification. Comments dated March 7, 2022 were provided to the 4 applicant (see attached). The petitioner has addressed the comments provided and resubmitted a revised plat dated 03/15/22 which is included in the packet. Staff supports approval of the revised final plat. Per Section 6, paragraph A of the annexation agreement for Bristol Bay (Ord. 2005-34), the City shall act upon any final plat and final engineering or resubmitted final plat and final engineering within sixty (60) days of receipt. Initial receipt of the completed application was on February 17, 2022. Based upon the required City meeting schedule, the final approval of the requested Final Plat Amendment is proposed for April 26, 2022. Proposed Motion: In consideration of the proposed Final Plat of Subdivision for Bristol Bay P.U.D. Unit 13, the Planning and Zoning Commission recommends approval of the plat to the City Council as presented by the Petitioner, Troy Mertz, on behalf of Bristol Bay Yorkville, LLC, in a plan prepared by HR Green, LTD date last revised March 15, 2022, and further subject to {insert any additional conditions of the Planning and Zoning Commission}… Attachments: 1.Copy of Petitioner’s Application 2. Exhibit A - Legal Description 3. Exhibit R of Bristol Bay Annexation Agreement Ord. 2005-34 4.Plan Council Packet for 03-10-22 5.EEI Letter to the City dated March 7, 2022 6.Letter from HR Green responding to EEI review comments dated 03/18/22 7.Final Plat of Subdivision Bristol Bay P.U.D. Unit 13 prepared by HR Green, LTD and date revised 03/15/2022. APPLICATION FOR FINAL PLAT/REPLAT United City of Yorkville 800 Game Farm Road 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: HOME BUSINESS 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: TOTAL LOT ACREAGE:TOTAL NUMBER OF LOTS TO BE CREATED: PROPOSED LOT AREAS AND DIMENSIONS LOT NUMBER LOT DIMENSIONS (W x L, IN FEET)LOT AREA (IN SQUARE FEET) APPLICATION FOR FINAL PLAT/REPLAT United City of Yorkville 800 Game Farm Road 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”. 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 APPLICANT DEPOSIT ACCOUNT/ ACKNOWLEDGMENT OF FINANCIAL RESPONSIBILITY United City of Yorkville 800 Game Farm Road Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fax: 630-553-7575 Website: www.yorkville.il.us PRINT NAME SIGNATURE* TITLE DATE PROJECT NAME: FUND ACCOUNT NUMBER: PROPERTY ADDRESS: PETITIONER DEPOSIT ACCOUNT FUND: It is the policy of the United City of Yorkville to require any petitioner seeking approval on a project or entitlement request to establish a Petitioner Deposit Account Fund to cover all actual expenses occurred as a result of processing such applications and requests. Typical requests requiring the establishment of a Petitioner Deposit Account Fund include, but are not limited to, plan review of development approvals/engineering permits. Deposit account funds may also be used to cover costs for services related to legal fees, engineering and other plan reviews, processing of other governmental applications, recording fees and other outside coordination and consulting fees. Each fund account is established with an initial deposit based upon the estimated cost for services provided in the INVOICE & WORKSHEET PETITION APPLICATION. This initial deposit is drawn against to pay for these services related to the project or request. Periodically throughout the project review/approval process, the Financially Responsible Party will receive an invoice reflecting the charges made against the account. At any time the balance of the fund account fall below ten percent (10%) of the original deposit amount, the Financially Responsible Party will receive an invoice requesting additional funds equal to one-hundred percent (100%) of the initial deposit if subsequent reviews/fees related to the project are required. In the event that a deposit account is not immediately replenished, review by the administrative staff, consultants, boards and commissions may be suspended until the account is fully replenished. If additional funds remain in the deposit account at the completion of the project, the city will refund the balance to the Financially Responsible Party. A written request must be submitted by the Financially Responsible Party to the city by the 15th of the month in order for the refund check to be processed and distributed by the 15th of the following month. All refund checks will be made payable to the Financially Responsible Party and mailed to the address provided when the account was established. ACKNOWLEDGMENT OF FINANCIAL RESPONSIBILITY NAME:COMPANY: MAILING ADDRESS: CITY, STATE, ZIP:TELEPHONE: EMAIL:FAX: FINANCIALLY RESPONSIBLE PARTY: I acknowledge and understand that as the Financially Responsible Party, expenses may exceed the estimated initial deposit and, when requested by the United City of Yorkville, I will provide additional funds to maintain the required account balance. Further, the sale or other disposition of the property does not relieve the individual or Company/Corporation of their obligation to maintain a positive balance in the fund account, unless the United City of Yorkville approves a Change of Responsible Party and transfer of funds. Should the account go into deficit, all City work may stop until the requested replenishment deposit is received. *The name of the individual and the person who signs this declaration must be the same. If a corporation is listed, a corporate officer must sign the declaration (President, Vice- President, Chairman, Secretary or Treasurer) INITIAL ENGINEERING/LEGAL DEPOSIT TOTALS ENGINEERING DEPOSITS: Up to one (1) acre Over one (1) acre, but less than ten (10) acres Over ten (10) acres, but less than forty (40) acres Over forty (40) acres, but less than one hundred (100) In excess of one hundred (100.00) acres $5,000 $10,000 $15,000 $20,000 $25,000 LEGAL DEPOSITS: Less than two (2) acres Over two (2) acres, but less than ten (10) acres Over ten (10) acres $1,000 $2,500 $5,000 EXHIBIT A: BRISTOL BAY – UNIT 13 LEGAL DESCRIPTION THAT PART OF THE SOUTHEAST QUARTER OF SECTION 4, AND PART OF THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 1685 OF BRISTOL BAY P.U.D. UNIT 1, ACCORDING TO THE PLAT THEREOF RECORDED DECEMBER 21, 2005 AS DOCUMENT NO. 200500039532; THENCE NORTH 87 DEGREES 42 MINUTES 08 SECONDS EAST, ALONG THE NORTH LINE OF SAID LOT 1685, 115.27 FEET TO A BEND IN SAID NORTH LINE; THENCE SOUTH 75 DEGREES 29 MINUTES 39 SECONDS EAST, ALONG SAID NORTH LINE, 208.25 FEET TO THE NORTHEAST CORNER OF SAID LOT 1685 AND THE EASTERLY LINE OF THE LANDS DESCRIBED IN DOC. 200500015019; THENCE NORTH 14 DEGREES 46 MINUTES 21 SECONDS EAST, 539.21 FEET TO A CORNER OF SAID LANDS; THENCE SOUTH 75 DEGREES 13 MINUTES 39 SECONDS EAST, ALONG A SOUTHERLY LINE OF SAID LANDS, SAID SOUTHERLY LINE BEING PARALLEL WITH THE NORTHERLY RIGHT OF WAY LINE OF GALENA ROAD, 670.00 FEET; THENCE ALONG THE FOLLOWING TWELVE (12) COURSES, BEING ALONG THE EASTERLY LINE OF SAID LANDS; (1) NORTH 14 DEGREES 46 MINUTES 21 SECONDS EAST, PERPENDICULAR TO THE LAST DESCRIBED COURSE, 133.15 FEET; (2) NORTHEASTERLY ALONG A NON-TANGENTIAL CURVE TO THE LEFT WITH A RADIUS OF 66.00 FEET AND A CHORD BEARING OF NORTH 26 DEGREES 02 MINUTES 38 SECONDS EAST, AN ARC LENGTH OF 140.44 FEET; (3) NORTH 14 DEGREES 46 MINUTES 21 SECONDS EAST, 145.67 FEET; (4) NORTH 75 DEGREES 13 MINUTES 39 SECONDS WEST, PERPENDICULAR TO THE LAST DESCRIBED COURSE, 70.00 FEET; (5) NORTH 02 DEGREES 56 MINUTES 50 SECONDS WEST, 79.37 FEET; (6) NORTH 09 DEGREES 46 MINUTES 58 SECONDS EAST, 77.05 FEET; (7) NORTH 05 DEGREES 56 MINUTES 12 SECONDS EAST, 77.05 FEET; (8) NORTH 02 DEGREES 05 MINUTES 26 SECONDS EAST, 77.05 FEET; (9) NORTH 01 DEGREES 45 MINUTES 20 SECONDS WEST, 77.05 FEET; (10) NORTH 05 DEGREES 36 MINUTES 06 SECONDS WEST, 77.05 FEET; (11) NORTH 09 DEGREES 26 MINUTES 52 SECONDS WEST, 77.05 FEET; (12) NORTH 13 DEGREES 17 MINUTES 38 SECONDS WEST, 77.05 FEET TO THE SOUTHEAST CORNER OF LOT 1041 OF BRISTOL BAY P.U.D. UNIT 7, ACCORDING TO THE PLAT THEREOF RECORDED DECEMBER 21, 2005, AS DOCUMENT NUMBER 200500039538; THENCE ALONG THE FOLLOWING THIRTY-THREE (33) COURSES BEING ALONG THE SOUTHERLY LINE AND WESTERLY LINE OF SAID BRISTOL BAY P.U.D. UNIT 7; (1) SOUTH 74 DEGREES 46 MINUTES 59 SECONDS WEST, 135.00 FEET; (2) SOUTH 64 DEGREES 37 MINUTES 29 SECONDS WEST, 93.85 FEET; (3) SOUTH 73 DEGREES 45 MINUTES 42 SECONDS WEST, 36.17 FEET; (4) SOUTHWESTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 1028.00 FEET AND A CHORD BEARING OF SOUTH 75 DEGREES 41 MINUTES 46 SECONDS WEST, AN ARC LENGTH OF 69.41 FEET; (5) SOUTH 12 DEGREES 22 MINUTES 10 SECONDS EAST, 83.52 FEET; (6) SOUTH 05 DEGREES 51 MINUTES 10 SECONDS EAST, 67.52 FEET; (7) SOUTH 01 DEGREES 06 MINUTES 59 SECONDS EAST, 67.52 FEET; (8) SOUTH 03 DEGREES 37 MINUTES 13 SECONDS WEST, 67.52 FEET; (9) SOUTH 08 DEGREES 21 MINUTES 24 SECONDS WEST, 67.52 FEET; (10) SOUTH 26 DEGREES 14 MINUTES 21 SECONDS WEST, 140.66 FEET; (11) NORTH 75 DEGREES 13 MINUTES 39 SECONDS WEST, 140.00 FEET; (12) NORTH 74 DEGREES 29 MINUTES 33 SECONDS WEST, 67.35 FEET; (13) NORTH 62 DEGREES 11 MINUTES 15 SECONDS WEST, 61.67 FEET; (14) NORTH 46 DEGREES 13 MINUTES 13 SECONDS WEST 61.67 FEET; (15) NORTH 30 DEGREES 15 MINUTES 12 SECONDS WEST, 61.67 FEET; (16) NORTH 21 DEGREES 49 MINUTES 17 SECONDS WEST, 61.26 FEET; (17) NORTH 00 DEGREES 08 MINUTES 26 SECONDS WEST, 87.01 FEET; (18) SOUTH 89 DEGREES 51 MINUTES 34 SECONDS WEST, 159.96 FEET; (19) SOUTH 88 DEGREES 43 MINUTES 57 SECONDS WEST, 66.00 FEET; (20) NORTHERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 278.00 FEET AND A CHORD BEARING OF NORTH 00 DEGREES 42 MINUTES 15 SECONDS WEST, AN ARC LENGTH OF 5.47 FEET; (21) THENCE NORTH 00 DEGREES 08 MINUTES 26 SECONDS WEST, 100.83 FEET; (22) NORTHWESTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF NORTH 45 DEGREES 08 MINUTES 26 SECONDS WEST, AN ARC LENGTH OF 39.27 FEET; (23) SOUTH 89 DEGREES 51 MINUTES 34 SECONDS WEST, 244.84 FEET; (24) SOUTHWESTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF SOUTH 42 DEGREES 55 MINUTES 25 SECONDS WEST, AN ARC LENGTH OF 40.96 FEET; (25) THENCE SOUTHERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 884.00 FEET AND CHORD BEARING OF SOUTH 04 DEGREES 37 MINUTES 14 SECONDS EAST, AN ARC LENGTH OF 18.78 FEET; (26) SOUTH 84 DEGREES 46 MINUTES 15 SECONDS WEST, 197.00 FEET; (27) SOUTH 07 DEGREES 16 MINUTES 34 SECONDS EAST, 77.21 FEET; (28) SOUTH 11 DEGREES 45 MINUTES 02 SECONDS EAST, 91.58 FEET; (29) SOUTH 16 DEGREES 22 MINUTES 16 SECONDS EAST, 82.73 FEET; (30) SOUTH 21 DEGREES 17 MINUTES 25 SECONDS EAST, 80.72 FEET; (31) SOUTH 21 DEGREES 48 MINUTES 57 SECONDS EAST, 390.00 FEET; (32) SOUTH 68 DEGREES 11 MINUTES 03 SECONDS WEST, 5.00 FEET; (33) NORTHWESTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF NORTH 66 DEGREES 48 MINUTES 57 SECONDS WEST, AN ARC LENGTH OF 39.27 FEET TO THE EASTERLY RIGHT-OF-WAY LINE OF ROSENWINKEL ROAD, PER SAID BRISTOL BAY P.U.D. UNIT 1; THENCE, SOUTH 21 DEGREES 48 MINUTES 57 SECONDS EAST, ALONG SAID RIGHT-OF-WAY LINE, 171.66 FEET; THENCE CONTINUING SOUTHERLY ALONG SAID RIGHT-OF-WAY LINE, BEING ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 680.00 FEET AND A CHORD BEARING OF SOUTH 09 DEGREES 31 MINUTES 23 SECONDS EAST, AN ARC LENGTH OF 291.78 FEET TO SAID POINT OF BEGINNING, IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. I have reviewed the application for Final Plat of Subdivision for Bristol Bay Unit 13, as submitted by David Schultz on behalf of Troy Mertz, Petitioner. The Final Plat Subdivision - Bristol Bay P.U.D. Unit 3 Subdivision was prepared by HR Green and dated 02-16-2022. The petitioner is seeking Final Plat approval to subdivide the approximately 25-acre parcel into 69 lots consisting of 68 single-family units and a 3.25-acre park site in Bristol Bay Unit 13. Based upon my review of the applications, documents, and plans; I have compiled the following comments: GENERAL PUD/ANNEXATION AGREEMENT COMMENTS: 1. PLANNED UNIT DEVELOPMENT (PUD) – Per Ordinance No. 2005-34, the subject property is currently zoned R-2 Single-Family Traditional Residence District with a special use for a Planned Unit Development (PUD). 2. ARCHITECTURAL STANDARDS/APPEARANCE CODE – The original annexation agreement (Ord. 2005-34) provided general architectural renderings (Exhibit R) and stated that the residential improvements shall be constructed substantially consistent with those renderings or adhere to the City’s Appearance Code standards, whichever is the least restrictive. a. Additionally, Ord. 2005-34 required the developer to impose covenants, conditions and restrictions relating to façade materials, accessory structures and other building restrictions at the time of final plat submittal for each unit. The provisions shall also require the HOA to be responsible for the maintenance of landscaping within the perimeter landscaping easements, signage on the property and other obligations as determined at the time of final platting. b. Exhibit R and Section 25: Architectural Standards and Covenants of the original annexation agreement are attached. Here is a link to the City’s current Appearance Code regulations: https://library.municode.com/il/yorkville/codes/code_of_ordinances?nodeId=TIT 8BURE_CH15APCO Staff requests to review the final building elevations prior to issuance of building permits. 3. PARK LAND CASH CONTRIBUTION - Per the original annexation agreement and the second amended agreement (Ord. 2010-32), $50,000 parks-land cash fee for lot 1685 (fire station) will be due prior to recording of the final plat for Unit 13. Memorandum To: Plan Council From: Krysti Barksdale-Noble, Community Development Director Date: March 7, 2022 Subject: PZC 2022-07 Bristol Bay – Unit 13 (Final Plat of Subdivision) Proposed Final Plat Approval for Single-Family Homes FINAL PLAT OF RESUBDIVISION COMMENTS: 1. PREVIOUSLY APPROVED FINAL PLAT – Per Resolution No. 2006-103, the City approved the Final Plat of Subdivision for Bristol Bay Unit 13 on November 28, 2006. However, that final plat was never recorded. Per Section 11-2-3H of the Subdivision Control Ordinance, the final plat shall be recorded with the County Recorder of Deeds within thirty (30) days from the date of final approval, or final approval shall be considered null and void. This requirement does not apply when the delay is due to circumstances beyond the control of the City or developer. 2. TIMING OF FINAL PLAT – Per Section 6, paragraph A of the annexation agreement for Bristol Bay (Ord. 2005-34), the City hall act upon any final plat and final engineering or resubmitted final plat and final engineering within sixty (60) days of receipt. Initial receipt of the completed application was on February 17, 2022, based upon the required City meeting schedule, the final approval of the requested Final Plat Amendment is proposed as April 26, 2022. 2363 Sequoia Drive | Suite 101 Aurora, IL 60506 Main 630.553.7560 + Fax 713.965.0044 HRGREEN.COM March 18, 2022 United City of Yorkville Ms. Krysti Barksdale-Noble Community Development Director 800 Game Farm Road Yorkville, IL 60506 Re: Bristol Bay – Unit 13 Final Plat of Resubdivision Review Response to Review Comments No. 1 HR Green Job.: 220051 Dear Ms. Barksdale-Noble: Please see below our responses to Engineering Enterprises, Inc. (EEI) review comment letter dated March 7, 2022. Responses to each comment are shown in bold following the comment. Review Comments: 1. The following are required and should be provided to the city when obtained. The City and EEI should be copied on all correspondence with the agencies. • Confirmation of Yorkville Bristol Sanitary District approval • IEPA construction permits for water main and sanitary sewer • Kendall County Soil Conservation Service (USDA) written statement required per Yorkville Ordinance • Subdivision Bond or Letter of Credit RESPONSE: Noted and will be part of the ongoing coordination to be provided for review/approval as noted. 2. An engineer's estimate for the public, stormwater and soil erosion control improvements should be provided. This will be used to determine the amount for the Subdivision Bond or Letter of Credit. RESPONSE: Noted and to be included as part of the upcoming and updated engineering plan submittal. 3. Updated engineering plans with current standards and details should be submitted for review. RESPONSE: Noted and to be included as part of the upcoming and updated engineering plan submittal. 4. An updated landscape plan should be submitted for review RESPONSE: Noted and to be coordinated as separate submittal and review with City’s consultant. 5. All easements should be shown on Lot 2051. RESPONSE: Revised and incorporated with a blanket easement as shown on Lot 2051 6. All P.U. & D.E. adjacent to the roads should be 10' wide. RESPONSE: Noted and revised.  Bristol Bay – Unit 13 Response to Review Comments No. 1 HR Green Job No.: 220051 March 18, 2022 Page 2 of 2  7. The two proposed concrete monuments should be shown RESPONSE: Revised as requested. 8. Lots 2011 through 2019 require a 25' P.U. & D.E. in the rear yard for the proposed storm sewer route. RESPONSE: Revised as requested. 9. Lot 2008 requires a 15' P.U. & D.E. in the side yard adjacent to the road for the proposed storm sewer route. RESPONSE: Revised as requested. 10. The following lots require a 20’ Public Utility and Drainage Easement (P.U. & D.E.) for the existing and proposed storm sewer route: • Between Lots 1961 & 1962 • Between Lots 1981 & 1982 • Between Lots 1964 & 1965 • Between Lots 1997 & 1998 • Between Lots 1968 & 1969 • Between Lots 2000 & 2001 • Between Lots 1971& 1972 • Between Lots 2009 & 2010 • Between Lots 1977 & 1978 • 2007 along the south line of 2009 & 2010 RESPONSE: Added or revised as requested. 11. Lot 2021 requires a 35' P.U. & D.E. in the rear yard for the proposed storm sewer route RESPONSE: Added as requested. 12. A 20' P.U. & D.E. is required at the southwest corner of Lot 1975 to cover the existing storm sewer route. RESPONSE: Added as requested. 13. A 20' P.U. & D.E. is required at the northeast corner of Lot 1983 to cover the existing storm sewer route. RESPONSE: Added as requested. 14. A 20' P.U. & D.E. is required at the northwest corner of Lot 2020 to cover the existing storm sewer route. RESPONSE: Added as requested. If you have any questions or need additional information, please do not hesitate to contact me. Sincerely, HR GREEN, INC. David Schultz, PE, LEED AP Project Manager DS/ag \\hrgreen.com\HRG\Data\2022\220051\Design\Deliverables\OUTGOING\ltr-031722-220051_Unit3_Comment Response#1.docx LOT 1078LOT 1079LOT 1080LOT 1139LOT 1140LOT 1142LOT 1143LOT 1144LOT 1145LOT 1146LOT 1147LOT 1148LOT 1149LOT 1150LOT 1151LOT 1152LOT 1039LOT 1040LOT 1041LOT 1141LOT 1209LOT 1208LOT 1207LOT 1206LOT 1205LOT 1204LOT 1203LOT 1202LOT 1201LOT 1200LOT 1199LOT 1198LOT 1197LOT 1685LOT 2052LOT 2052S21°48'57"E 171.66'L=291.78'R=680.00'CB=S9°31'23"ECH=289.55'N87°42'08"E115.27'S75°29'39"E 208.25'N14°46' 2 1 " E 5 3 9 . 2 1 'S75°13'39"E 670.00'N14°46' 2 1 " E 1 3 3 . 1 5 'L=140.44' R=66.00'CB=N26°02'38"E CH=115.40'N14°46'2 1 " E 1 4 5 . 6 7 'N75°13'39"W70.00'N02°56'50"W 79.37'N09°46'58"E77.05'N05°56'12"E77.05'N02°05'26"E77.05'N01°45'20"W77.05'N05°36'06"W77.05'N09°26'52"W77.05'N13°17'38"W77.05'S74°46'59"W135.00 'S64°37 '29 "W93.85 'S73°45'42"W36.17'L=69.41' R=1028.00'CB=S75°41'46"W CH=69.40'S12°22'10"E83.52'S05°51'10"E67.52'S01°06'59"E67.52'S03°37'13"W67.52'S08°21'24"W67.52'S26° 1 4 ' 2 1 " W 1 4 0 . 6 6 'N75°13'39"W 140.00'N74°29'33"W 67.35'N62°11'15"W 61.67'N46°13'13"W 61.67'N30°15'12"W 61.67'N21°49'17"W 61.26'N00°08'26"W 87.01'S89°51'34"W159.96'S88°43'57"W66.00'N00°10'10"W 106.30'L=39.27' R=25.00'CB=N45°08'26"W CH=35.36'S89°51'34"W 244.84'L=40.96' R=25.00'CB=S42°55'25"W CH=36.53'S04°37'14"E 18.78'S84°46'15"W 197.00'S07°16'34"E77.21'S11°45'02"E91.58'S16°22'16"E82.73'S21°17'25"E80.72'S21°48'57"E 390.00'S68°11'03"W 5.00'L=39.27' R=25.00'CB=N66°48'57"W CH=35.36'LOT 1959LOT 1991LOT 1992LOT 1993LOT 1994LOT 1995LOT 1996LOT 1997LOT 1998LOT 1999LOT 2000LOT 2001LOT 2002LOT 2003LOT 2004LOT 2005LOT 2006LOT 2007LOT 2008LOT 2009LOT 2010LOT 2011LOT 2012LOT 2013LOT 2014LOT 2015LOT 2016LOT 2017LOT 2018LOT 2019LOT 2020LOT 2021LOT 2022LOT 2023LOT 2024LOT 2025LOT 2026LOT 2051LOT 2053LOT 1977LOT 1958LOT 1960LOT 1961LOT 1962LOT 1963LOT 1964LOT 1965LOT 1966LOT 1967LOT 1968LOT 1969LOT 1970LOT 1971LOT 1972LOT 1973LOT 1974LOT 1975LOT 1976LOT 1978LOT 1979LOT 1982LOT 1981LOT 1983LOT 1984LOT 1985LOT 1986LOT 1987LOT 1988LOT 1989LOT 1990LOT 1980LOT 1696BRISTOL BAY P.U.D.UNIT 7DOC. NO. 05-39538BRISTOL BAY P.U.D.UNIT 1DOC. NO. 05-39532BISCAYNE LANEPENSACOLA STREETTAMPA DRIVEIllinois Professional Design Firm # 184-001322 2363 Sequoia Drive, Suite 101 Aurora, Illinois 60506 t. 630.553.7560 f. 630.553.7646 www.hrgreen.com1 OF 4UNSUBDIVIDEDLANDSRESUBDIVISION OF BRISTOL BAYLOT 2048 UNIT 9 & LOT 2049 UNIT 11DOC. NO. 201800003507BISCAYNE LANESARASOTA AVENUEMONTEREY STREETBRISTOL BAY P.U.D.UNIT 1DOC. NO. 05-39532UNSUBDIVIDEDLANDSBRISTOL BAY P.U.D.UNIT 8DOC. NO. 200800020564BRISTOL BAY P.U.D.UNIT 8DOC. NO. 200800020564SARASOTA AVE.ROSENWINKEL STREETPOINT OF BEGINNINGPINs: 02-04-400-01502-09-200-01402-09-200-016 LOT 197711,085± SQ.FT.0.254± AC.LOT 19609,750± SQ.FT.0.224± AC.LOT 19619,750± SQ.FT.0.224± AC.LOT 19629,750± SQ.FT.0.224± AC.LOT 196310,016± SQ.FT.0.230± AC.LOT 196410,140± SQ.FT.0.233± AC.LOT 196511,214± SQ.FT.0.257± AC.LOT 19669,469± SQ.FT.0.217± AC.LOT 196713,828± SQ.FT.0.317± AC.LOT 196810,002± SQ.FT.0.230± AC.LOT 19699,543± SQ.FT.0.219± AC.LOT 19709,311± SQ.FT.0.214± AC.LOT 19719,100± SQ.FT.0.209± AC.LOT 19729,100± SQ.FT.0.209± AC.LOT 19739,100± SQ.FT.0.209± AC.LOT 19749,100± SQ.FT.0.209± AC.LOT 197619,137± SQ.FT.0.439± AC.LOT 197810,014± SQ.FT.0.230± AC.LOT 19799,750± SQ.FT.0.224± AC.LOT 198212,831± SQ.FT.0.295± AC.LOT 198111,526± SQ.FT.0.265± AC.LOT 198316,116± SQ.FT.0.370± AC.LOT 19848,584± SQ.FT.0.197± AC.LOT 198510,486± SQ.FT.0.241± AC.LOT 198610,486± SQ.FT.0.241± AC.LOT 198710,486± SQ.FT.0.241± AC.LOT 19889,528± SQ.FT.0.219± AC.LOT 19899,100± SQ.FT.0.209± AC.LOT 19909,100± SQ.FT.0.209± AC.LOT 19919,100± SQ.FT.0.209± AC.LOT 199211,566± SQ.FT.0.266± AC.LOT 199310,703± SQ.FT.0.246± AC.LOT 19949,990± SQ.FT.0.229± AC.LOT 19959,510± SQ.FT.0.218± AC.LOT 19969,510± SQ.FT.0.218± AC.LOT 19979,510± SQ.FT.0.218± AC.LOT 19989,510± SQ.FT.0.218± AC.LOT 199911,790± SQ.FT.0.271± AC.LOT 20009,758± SQ.FT.0.224± AC.LOT 20019,758± SQ.FT.0.224± AC.LOT 20029,758± SQ.FT.0.224± AC.LOT 20039,758± SQ.FT.0.224± AC.LOT 20049,758± SQ.FT.0.224± AC.LOT 20059,758± SQ.FT.0.224± AC.LOT 20069,758± SQ.FT.0.224± AC.LOT 200710,545± SQ.FT.0.242± AC.LOT 200817,018± SQ.FT.LOT 2009LOT 2010LOT 198011,523± SQ.FT.0.265± AC.N14°46' 2 1 " E 1 4 5 . 6 7 '70.00'N75°13'39"WN02°56'50"W79.37'N09°46'58"E 77.05'N05°56'12"E 77.05'N02°05'26"E 77.05' N01°45'20"W 77.05' N05°36'06"W 77.05' N09°26'52"W 77.05'77.05'N13°17'38"WS74°46'59"W 135 .00 '93.85 'S64°37 '29 "WS73°45'42"W 36.17'L=69.41' R=1028.00'CB=S75°41'46"W CH=69.40'S12°22'10"E83.52'67.52' S05°51'10"E67.52' S01°06'59"E 67.52' S03°37'13"W 67.52'S08°21'24"W S26° 1 4 ' 2 1 " W 1 4 0 . 6 6 'N75°13'39"W 140.00'67.35'N74°29'33"W61.67'N62°11'15"W61.67'N46°13'13"WN30°15'12"W61.67'N21°49'17"W61.26'N00°08'26"W 87.01'S89°51'34"W 159.96'66.00'S88°43'57"WN00°10'10"W 106.30'L=39.27' R=25.00'CB=N45°08'26"W CH=35.36'S89°51'34"W 244.84'L=40.96' R=25.00'CB=S42°55'25"W CH=36.53'S04°37'14"E18.78'S84°46'15"W 197.00'77.21'S07°16'34"ES11°45'02"E91.58'S16°22'16"E82.73'S21°17'25"E80.72'S21°48'57"E 390.00'LOT 1078LOT 1079LOT 1080LOT 1139LOT 1140LOT 1142LOT 1143LOT 1144LOT 1145LOT 1146LOT 1147LOT 1148LOT 1149LOT 1150LOT 1151LOT 1041LOT 1141LOT 1209LOT 1208LOT 1207LOT 1206LOT 1205LOT 1204LOT 1203LOT 1202LOT 1201LOT 1200LOT 1199LOT 1198LOT 1197LOT 2052LOT 1696Illinois Professional Design Firm # 184-001322 2363 Sequoia Drive, Suite 101 Aurora, Illinois 60506 t. 630.553.7560 f. 630.553.7646 www.hrgreen.com2 OF 4ROSENWINKEL STREETTAMPA DRIVEBISCAYNE LANESARASOTA A V E N U E PENSACOLA STREETSTREETSTREET BRISTOL BAY P.U.D.UNIT 8DOC. NO. 200800020564BRISTOL BAY P.U.D.UNIT 7DOC. NO. 05-39538PINs: 02-04-400-01502-09-200-01402-09-200-016 LOT 195811,566± SQ.FT.0.266± AC.LOT 19599,750± SQ.FT.0.224± AC.LOT 19609,750± SQ.FT.0.224± AC.LOT 19619,750± SQ.FT.0.224± AC.LOT 19739,100± SQ.FT.0.209± AC.LOT 19749,100± SQ.FT.0.209± AC.LOT 197511,940± SQ.FT.0.274± AC.LOT 197619,137± SQ.FT.0.439± AC.10,486± SQ.FT.0.241± AC.LOT 19889,528± SQ.FT.0.219± AC.LOT 19899,100± SQ.FT.0.209± AC.LOT 19909,100± SQ.FT.0.209± AC.LOT 19919,100± SQ.FT.0.209± AC.LOT 199211,566± SQ.FT.0.266± AC.LOT 200817,018± SQ.FT.0.391± AC.LOT 200911,964± SQ.FT.0.275± AC.LOT 20109,364± SQ.FT.0.215± AC.LOT 20119,121± SQ.FT.0.209± AC.LOT 20129,100± SQ.FT.0.209± AC.LOT 20139,100± SQ.FT.0.209± AC.LOT 20149,100± SQ.FT.0.209± AC.LOT 20159,100± SQ.FT.0.209± AC.LOT 20169,100± SQ.FT.0.209± AC.LOT 20179,100± SQ.FT.0.209± AC.LOT 20189,100± SQ.FT.0.209± AC.LOT 201910,968± SQ.FT.0.252± AC.LOT 202013,031± SQ.FT.0.299± AC.LOT 202112,402± SQ.FT.0.285± AC.LOT 202210,704± SQ.FT.0.246± AC.LOT 20239,306± SQ.FT.0.214± AC.LOT 20249,100± SQ.FT.0.209± AC.LOT 20259,100± SQ.FT.0.209± AC.LOT 20269,100± SQ.FT.0.209± AC.LOT 2051141,406± SQ.FT.3.246± AC.LOT 20531,964± SQ.FT.0.045± AC.S21°48'57"E 171.66'L =2 9 1 .7 8 'R =6 8 0 .0 0 'C B =S 9 °3 1 '2 3 "E C H =2 8 9 .5 5 'N87°42'08"E115.27'S75°29'39"E 208.25'N14°46'2 1 " E 5 3 9 . 2 1 'S75°13'39"E 670.00'N14°46'2 1 " E 1 3 3 . 1 5 'L=140.44' R=66.00'CB=N26°02'38"E CH=115.40'N14°46' 2 1 " E 1 4 5 . 6 7 '70.00'N75°13'39"WS21°48'57"E 390.00'S68°11'03"W 5.00'L=39.27' R=25.00'CB=N66°48'57"W CH=35.36'LOT 1685LOT 2052Illinois Professional Design Firm # 184-001322 2363 Sequoia Drive, Suite 101 Aurora, Illinois 60506 t. 630.553.7560 f. 630.553.7646 www.hrgreen.com3 OF 4STREETSTREET BRISTOL BAY P.U.D.UNIT 8DOC. NO. 200800020564UNSUBDIVIDEDLANDSBRISTOL BAY P.U.D.UNIT 1DOC. NO. 05-39532MONTEREY STREETBISCAYNE LANESARAS O T A A V E N U E PINs: 02-04-400-01502-09-200-01402-09-200-016ROSENWINKEL STREET Illinois Professional Design Firm # 184-001322 2363 Sequoia Drive, Suite 101 Aurora, Illinois 60506 t. 630.553.7560 f. 630.553.7646 www.hrgreen.com4 OF 4 CONDOMINIUM PROPERTY ACT", PINs: 02-04-400-01502-09-200-01402-09-200-016 Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: If new information is available at the time of the meeting, then a discussion will be held. Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Mayor’s Report #5 Tracking Number CC 2021-04 City Buildings Updates City Council – April 26, 2022 None Informational Bart Olson Administration Name Department Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Mayor’s Report #6 Tracking Number CC 2021-38 Water Study Update City Council – April 26, 2022 None Informational Bart Olson Administration Name Department