Economic Development Packet 2022 04-05-22
AGENDA
ECONOMIC DEVELOPMENT COMMITTEE MEETING
Tuesday, April 5, 2022
6:00 p.m.
City Hall Conference Room
800 Game Farm Road, Yorkville, IL
Citizen Comments:
Minutes for Correction/Approval: February 1, 2022
New Business:
1. EDC 2022-14 Building Permit Reports for January and February 2022
2. EDC 2022-15 Building Inspection Reports for January and February 2022
3. EDC 2022-16 Property Maintenance Reports for January and February 2022
4. EDC 2022-17 Economic Development Report for February and March 2022
5. EDC 2022-18 Fiscal Year 2023 Budget Proposal
6. EDC 2022-19 Aging-in-Community Memorandum of Understanding
7. EDC 2022-20 Bricolage 8721 Route 126 Rezoning
8. 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)
9. EDC 2022-22 Bristol Bay Unit 3 Final Plat Amendment
10. EDC 2022-23 Bristol Bay Unit 13 Final Plat
Old Business:
Additional Business:
United City of Yorkville
800 Game Farm Road
Yorkville, Illinois 60560
Telephone: 630-553-4350
www.yorkville.il.us
Economic Development Agenda
April 5, 2022
Page 2
2019 – 2021 City Council Goals – Economic Development Committee
Goal Priority Staff
“Southside Development” 4 Bart Olson, Krysti Barksdale-Noble &
Lynn Dubajic
“Downtown and Riverfront Development” 5 Bart Olson, Tim Evans & Krysti Barksdale-Noble
“Metra Extension” 7 Bart Olson, Rob Fredrickson, Eric Dhuse,
Krysti Barksdale-Noble & Erin Willrett
“Manufacturing and Industrial Development” 8 (tie) Bart Olson, Krysti Barksdale-Noble, Erin Willrett,
Lynn Dubajic, Eric Dhuse & Brad Sanderson
“Expand Economic Development Efforts” 10 Krysti Barksdale-Noble & Lynn Dubajic
“Revenue Growth” 13 Rob Fredrickson, Krysti Barksdale-Noble &
Lynn Dubajic
“Entrance Signage” 17 Krysti Barksdale-Noble & Erin Willrett
UNITED CITY OF YORKVILLE
WORKSHEET
ECONOMIC DEVELOPMENT COMMITTEE
Tuesday, April 5, 2022
6:00 PM
CITY HALL CONFERENCE ROOM
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CITIZEN COMMENTS:
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MINUTES FOR CORRECTION/APPROVAL:
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1. February 1, 2022
□ Approved __________
□ As presented
□ With corrections
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NEW BUSINESS:
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1. EDC 2022-14 Building Permit Reports for January and February 2022
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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2. EDC 2022-15 Building Inspection Reports for January and February 2022
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
---------------------------------------------------------------------------------------------------------------------------------------
3. EDC 2022-16 Property Maintenance Reports for January and February 2022
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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4. EDC 2022-17 Economic Development Report for February and March 2022
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
---------------------------------------------------------------------------------------------------------------------------------------
5. EDC 2022-18 Fiscal Year 2023 Budget Proposal
□ Moved forward to CC __________
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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6. EDC 2022-19 Aging-in-Community Memorandum of Understanding
□ Moved forward to CC __________
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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7. EDC 2022-20 Bricolage 8721 Route 126 Rezoning
□ Moved forward to CC __________
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
---------------------------------------------------------------------------------------------------------------------------------------
8. 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)
□ Moved forward to CC __________
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
---------------------------------------------------------------------------------------------------------------------------------------
9. EDC 2022-22 Bristol Bay Unit 3 Final Plat Amendment
□ Moved forward to CC __________
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
---------------------------------------------------------------------------------------------------------------------------------------
10. EDC 2022-23 Bristol Bay Unit 13 Final Plat
□ Moved forward to CC __________
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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ADDITIONAL BUSINESS:
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Have a question or comment about this agenda item?
Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville,
tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council
Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Community Development
Purchasing
Police
Public Works
Parks and Recreation
Agenda Item Number
Minutes
Tracking Number
Minutes of the Economic Development Committee – February 1, 2022
Economic Development Committee – April 5, 2022
Majority
Committee Approval
Minute Taker
Name Department
DRAFT
Page 1 of 3
UNITED CITY OF YORKVILLE
ECONOMIC DEVELOPMENT COMMITTEE
Tuesday, February 1, 2022, 6:00pm
City Council Chambers
800 Game Farm Rd., Yorkville, Il
Note: 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 Agency Act, remote attendance was allowed for this
meeting to encourage social distancing due to the ongoing Covid-19 pandemic.
In Attendance:
Committee Members
Chairman Jason Peterson/in-person Alderman Ken Koch/in-person
Alderman Joe Plocher/in-person Alderman Chris Funkhouser/in-person
Other City Officials
City Administrator Bart Olson/in-person
Assistant City Administrator Erin Willrett/electronic attendance
Community Development Director Krysti Barksdale-Noble/electronic attendance
Senior Planner Jason Engberg/electronic attendance
Alderman Craig Soling/in-person
Code Official Pete Ratos/electronic attendance
Other Guests
Lynn Dubajic Kellogg, City Consultant/in-person
Mike Williams, The Williams Group/in-person
Ed Williams, The Williams Group/in-person
The meeting was called to order at 6:00pm by Chairman Jason Peterson.
Citizen Comments None
Minutes for Correction/Approval January 4, 2022
The minutes were approved as presented.
New Business
1. EDC 2022-08 Building Permit Report for December 2021
Mr. Ratos reported 8 single-family attached homes with a total of 49 permits issued. This
represents $1.4 million in construction value which was down from last December.
Alderman Funkhouser asked if there was a difference in the increase between single-
family homes month over month or year over year. Mr. Ratos said it was difficult to tell,
but Lennar had obtained several permits earlier than usual so that foundations could be
done.
Page 2 of 3
2. EDC 2022-09 Building Inspection Report for December 2021
There were 695 inspections in December, mostly single family homes. Some are being
outsourced, but a new inspector is being trained. No other new staff is anticipated for
now. Mr. Ratos said B & F inspectors are handling some of the larger inspections such
as Lennar.
3. EDC 2022-10 Property Maintenance Report for December 2021
In December there were 11 cases, primarily weeds and grass with some of those in
Blackberry Woods Subdivision.
4. EDC 2022-11 Economic Development Report for January 2022
Ms. Dubajic Kellogg reported the following. She said The Williams Group was present
tonight regarding a redevelopment agreement (see item #6 on agenda). She is also
working on details for the Bright Farm. She said in July until mid-August, a group of 23
people from the CDC will be staying in Yorkville while they conduct a study of health
and nutrition for kids and adults. It is one of 15 locations selected each year in the U.S.
and this is the first time for Kendall County. Trailers will be set up by the county
buildings for the study. She also reported Kendall Meat Market had a ribbon-cutting last
week and will open in the coming week.
5. EDC 2022-12 Resolution Approving an Intergovernmental Agreement for
Reciprocal Building Inspection Services Between the United City of Yorkville and
Kendall County
Ms. Noble said this is the annual agreement update for the inspection services shared
with Kendall County and begun in 2014. There are no changes to this agreement. She
said the city did 10 inspections for the county in 2021. Committee members commented
that it was beneficial to have backup if needed. Responding to a query by Chairman
Peterson, the county has 1.5 inspectors on staff compared to 5 inspectors for the city. It
is thought the county handles about 5-11 inspections a week.
6. EDC 2022-13 Ordinance Approving a Redevelopment Agreement by and between
the United City of Yorkville and the Williams Group, LLC
A proposal was received from the Williams Group for redevelopment of the building on
the southwest corner of the riverbank and Rt. 47. They are asking for TIF increment as it
is generated on the building. Mr. Olson discussed the agreement and said the city is
waiving half the permit fee in exchange for river frontage from the old post office to Rt.
47. He explained the TIF details and associated costs for this currently vacant property.
Along with a PowerPoint presentation, Mr. Mike Williams detailed their project and said
there would be 3 retail units on the ground floor with one space already pre-leased for a
tasting room. There will be 2 apartments on the second floor and a mead production
facility in the basement. He discussed their budget with a breakdown of costs and Mr.
Olson discussed a fee chart and discounts.
Committee members then shared comments and questions. Alderman Koch commented
that the bike path near the building is in need of repair. Alderman Funkhouser said he
Page 3 of 3
thinks the cost of rehab is somewhat light and Mr. Olson said the developers must turn in
invoices and evidence of work completed prior to any disbursement.
Mr. Funkhouser asked if there are any plans to redevelop the other parts of the building.
Mr. Williams stated there is a dog training facility there with a 3.5 year lease and it will
remain. Mr. Peterson asked if there would be outdoor space with the meadory. Since
there will be outdoor activity, possible noise was discussed, however, Mr. Olson said this
type of business is not usually a noise-generator. A liquor license permit will also be
needed.
The width of the easement along the river was discussed and it will run closer to the
water's edge. Possible erosion control there was also questioned—this will be part of the
permit process said Mr. Olson. Improvements of the trail would be done by the city.
Dedicated parking for the apartments was also briefly mentioned. This item will move to
the next City Council meeting on the regular agenda.
Old Business: None
Additional Business:
Alderman Funkhouser noted a law was recently passed expanding lobbying rules. City
Attorney Orr is attempting to clarify the part regarding developers trying to solicit with
the state to get approvals and if they could be considered lobbyists. Mr. Olson said
municipal lobbying is currently not regulated.
There was no further business and the meeting adjourned at 6:35pm.
Minutes respectfully submitted by Marlys Young, Minute Taker/in-person
Have a question or comment about this agenda item?
Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville,
tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council
Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Community Development
Purchasing
Police
Public Works
Parks and Recreation
Agenda Item Number
New Business #1
Tracking Number
EDC 2022-14
Building Permit Reports for January and February 2022
Economic Development Committee – April 5, 2022
Informational
None
All permits issued in January and February 2022.
D. Weinert Community Development
Name Department
L:\Agendas - Packets\Packets\2022 Packets\Economic Development\03-01-22\January 2022.doc
UNITED CITY OF YORKVILLE
BUILDING PERMIT REPORT
January 2022
TYPES OF PERMITS
Number
of
Permits
Issued
SFD
Single Family
Detached
B.U.I.L.D
Single Family
Detached
Program Begins
1/1/2012
SFA
Single Family
Attached
Multi-
Family
Apartments
Condominiums
Commercial
Includes all Permits
Issued for Commercial
Use
Industrial Misc. Construction
Cost
Permit
Fees
January
2022
58 14 0 0 0 7 0 37 3,615,286.00 94,653.90
Calendar Year
2022
58 14 0 0 0 7 0 37 3,615,286.00 94,653.90
Fiscal Year
2022
1176 164 0 136 0 82 0 794 55,134,663.00 1,998,786.79
January
2021
62 17 0 4 0 9 0 32 4,104,663.00 130,469.45
Calendar Year
2021
62 17 0 4 0 9 0 32 4,104,663.00 130,469.45
Fiscal Year
2021
1502 191 0 98 0 60 0 1153 52,877,347.00 2,415,297.71
January
2020
58 5 0 2 0 14 0 37 1,440,513.00 52,650.13
Calendar Year
2020
58 5 0 2 0 14 0 37 1,440,513.00 52,650.13
Fiscal Year
2020
1919 100 0 32 0 88 0 1699 43,104,963.00 1,301,870.12
January
2019
38 12 0 0 0 10 0 16 2,880,727.00 148,531.75
Calendar Year
2019
38 12 0 0 0 10 0 16 2,880,727.00 148,531.75
Fiscal Year
2019
737 181 0 0 0 85 0 471 42,189,360.00 1,597,354.03
C:\Users\jbehland\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\7I2NVKCF\Feb 2022.doc Prepared by: D Weinert UNITED CITY OF YORKVILLE BUILDING PERMIT REPORT February 2022 TYPES OF PERMITS Number of Permits Issued SFD Single Family Detached B.U.I.L.D Single Family Detached Program Begins 1/1/2012 SFA Single Family Attached Multi- Family Apartments Condominiums Commercial Includes all Permits Issued for Commercial Use Industrial Misc. Construction Cost Permit Fees February 2022 54 5 0 8 0 5 0 36 2,293,576.00 56,496.90 Calendar Year 2022 111 19 0 8 0 12 0 72 5,884,589.00 151,150.80 Fiscal Period 2022 1,229 169 0 144 0 87 0 829 57,403,966.00 2,062,133.69 February 2021 60 19 0 10 0 4 0 27 4,874,589.00 184,226.48 Calendar Year 2021 121 36 0 14 0 13 0 58 8,965,731.00 314,645.92 Fiscal Period 2021 1,561 210 0 108 0 64 0 1,179 57,738,415.00 2,606,674.19 February 2020 45 12 0 0 0 4 0 29 1,788,450.00 121,753.62 Calendar Year 2020 104 14 0 2 0 18 0 67 3,230,614.00 174,452.75 Fiscal Period 2020 1,965 112 0 32 0 92 0 1,729 44,895,064.00 1,426,273.74 February 2018 45 15 0 0 0 14 0 16 7,291,546.00 161,332.35 Calendar Year 2018 84 27 0 0 0 24 0 33 10,172,273.00 309.914.10 Fiscal Period 2018 783 196 0 0 0 99 0 488 49,480,906.00 1,763,636.38
Have a question or comment about this agenda item?
Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville,
tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council
Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Community Development
Purchasing
Police
Public Works
Parks and Recreation
Agenda Item Number
New Business #2
Tracking Number
EDC 2022-15
Building Inspection Reports for January and February 2022
Economic Development Committee – April 5, 2022
Informational
None
All inspections scheduled in January and February 2022.
D. Weinert Community Development
Name Department
DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 1DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 1TIME: 10:58:03 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 01/01/2022 TO 01/31/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BF _____ 001-FOU FOUNDATION 20180071 841 GREENFIELD TURN 48 01/14/2022 Comments1: 630-904-2288/SEE INSPECTION REPORTBF _____ AM 017-REI REINSPECTION 20201307 928 GILLESPIE LN 141 01/21/2022 Comments1: 630-273-2528--FINALS BEM/FAILED BUILDING Comments2: ONLYBF _____ AM 018-REI REINSPECTION 01/24/2022 Comments1: 630-273-2528/REINSPECTION FOR FINAL BUIL Comments2: DINGBF _____ AM 017-REI REINSPECTION 20201308 926 GILLESPIE LN 140 01/21/2022 Comments1: 630-273-2528--FINALS BEMBC _____ 010-RFR ROUGH FRAMING 20210151 3736 BAILEY RD 1351 01/28/2022 Comments1: SEE INSPECTION REPORTBC _____ 011-REL ROUGH ELECTRICAL 01/28/2022BC _____ 012-RMC ROUGH MECHANICAL 01/28/2022PBF _____ 013-PLR PLUMBING - ROUGH 01/28/2022 Comments1: 224-358-1606BC _____ 014-REI REINSPECTION 01/31/2022 Comments1: ROUGH-FRAMEBC _____ 010-RFR ROUGH FRAMING 20210152 3738 BAILEY RD 1352 01/24/2022 Comments1: 224-358-1606BC _____ 011-REL ROUGH ELECTRICAL 01/24/2022BC _____ 012-RMC ROUGH MECHANICAL 01/24/2022PBF _____ 013-PLR PLUMBING - ROUGH 01/24/2022 Comments1: 224-358-1606/SEE INSPECTION REPORTPBF _____ 014-REI REINSPECTION 01/27/2022 Comments1: ROUGH PLUMBING REINSPECTION/224-358-1606 Comments2: --SEE INSPECTION REPORTBC _____ 010-REL ROUGH ELECTRICAL 20210153 3740 BAILEY RD 1351 01/18/2022BC _____ 011-RFR ROUGH FRAMING 01/18/2022BC _____ 012-RMC ROUGH MECHANICAL 01/18/2022PBF _____ 013-PLR PLUMBING - ROUGH 01/18/2022 Comments1: 224-358-1606
DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 2DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 2TIME: 10:58:03 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 01/01/2022 TO 01/31/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BF _____ 014-INS INSULATION 01/24/2022EEI _____ 017-EFL ENGINEERING - FINAL INSPE 20210154 3722 BAILEY RD 1361 01/14/2022 Comments1: TEMP FOR MODEL USEBC _____ 018-FIN FINAL INSPECTION 01/21/2022 Comments1: TEMP/MODELBC _____ 019-FEL FINAL ELECTRIC 01/21/2022BC _____ 020-FME FINAL MECHANICAL 01/21/2022PBF _____ 021-PLF PLUMBING - FINAL OSR READ 01/14/2022 Comments1: MODEL USE ZACH 224-340-5860PBF _____ 014-PLF PLUMBING - FINAL OSR READ 20210416 2072 WHITEKIRK LN 97 01/13/2022 Comments1: DAVE 630-800-9005EEI _____ 015-EFL ENGINEERING - FINAL INSPE 01/13/2022BC _____ 016-FIN FINAL INSPECTION 01/14/2022BC _____ 017-EFL ENGINEERING - FINAL INSPE 01/14/2022BC _____ 018-FME FINAL MECHANICAL 01/14/2022EEI _____ 007-EFL ENGINEERING - FINAL INSPE 20210418 2082 WHITEKIRK LN 99 01/24/2022 Comments1: WINTER CONDITIONS, OK TO TEMP/CORNER LOTBC _____ 015-FIN FINAL INSPECTION 20210421 2078 WHITEKIRK LN 98 01/10/2022BC _____ 016-FEL FINAL ELECTRIC 01/10/2022BC _____ 017-FME FINAL MECHANICAL 01/10/2022PBF _____ 018-PLF PLUMBING - FINAL OSR READ 01/10/2022 Comments1: DAVE 630-800-9005EEI _____ 019-EFL ENGINEERING - FINAL INSPE 01/07/2022 Comments1: WINTER CONDITIONS, OK TO TEMP.BC _____ 015-FIN FINAL INSPECTION 20210425 512 WARBLER LN 359 01/13/2022BC _____ 016-FEL FINAL ELECTRIC 01/13/2022BC _____ 017-FME FINAL MECHANICAL 01/13/2022PBF _____ 018-PLF PLUMBING - FINAL OSR READ 01/13/2022
DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 3DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 3TIME: 10:58:03 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 01/01/2022 TO 01/31/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------EEI _____ 019-EFL ENGINEERING - FINAL INSPE 01/13/2022 Comments1: PARKWAY TREEBC _____ 016-FIN FINAL INSPECTION 20210468 535 COACH RD 413 01/14/2022BC _____ 017-FEL FINAL ELECTRIC 01/14/2022BC _____ 018-FME FINAL MECHANICAL 01/14/2022PBF _____ 019-PLF PLUMBING - FINAL OSR READ 01/14/2022 Comments1: 847-456-8082EEI _____ 020-EFL ENGINEERING - FINAL INSPE 01/13/2022 Comments1: NO PARKWAY TREE/PW DAMAGED, 1 SQUAREPR _____ 012-FIN FINAL INSPECTION 20210485 831 ALEXANDRA LN 26 01/11/2022PR _____ 013-FEL FINAL ELECTRIC 01/11/2022PR _____ 014-FME FINAL MECHANICAL 01/11/2022PR _____ 015-PLF PLUMBING - FINAL OSR READ 01/11/2022 Comments1: 630-977-1868 GARYEEI _____ 016-EFL ENGINEERING - FINAL INSPE 01/11/2022 Comments1: WINTER CONDITIONS, OK TO TEMPBC _____ 018-FIN FINAL INSPECTION 20210513 567 COACH RD 416 01/10/2022BC _____ 019-FEL FINAL ELECTRIC 01/10/2022BC _____ 020-FME FINAL MECHANICAL 01/10/2022PBF _____ 021-PLF PLUMBING - FINAL OSR READ 01/10/2022 Comments1: 847-456-8082EEI _____ 022-EFL ENGINEERING - FINAL INSPE 01/10/2022EEI _____ 013-EFL ENGINEERING - FINAL INSPE 20210530 2068 WHITEKIRK LN 96 01/13/2022 Comments1: OK TO TEMPBC _____ 014-FIN FINAL INSPECTION 01/20/2022BC _____ 015-FEL FINAL ELECTRIC 01/20/2022BC _____ 016-FME FINAL MECHANICAL 01/20/2022PBF _____ 017-PLF PLUMBING - FINAL OSR READ 01/20/2022 Comments1: DAVE 630-800-9005
DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 4DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 4TIME: 10:58:03 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 01/01/2022 TO 01/31/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------GH _____ 001-FIN FINAL INSPECTION 20210555 120 STRAWBERRY LN 01/13/2022 Comments1: SHEDBC _____ 008-GPL GREEN PLATE INSPECTION 20210558 1232 HAWK HOLLOW DR 273 01/14/2022BC _____ 008-GPL GREEN PLATE INSPECTION 20210559 1234 HAWK HOLLOW DR 273 01/14/2022EEI _____ AM 027-REI REINSPECTION 20210577 3965 SHOEGER DR 34 01/21/2022 Comments1: BBOX 630-273-2528BC _____ 016-FIN FINAL INSPECTION 20210684 1294 HAWK HOLLOW DR 267-1 01/27/2022BC _____ 017-FEL FINAL ELECTRIC 01/27/2022BC _____ 018-FME FINAL MECHANICAL 01/27/2022PBF _____ 019-PLF PLUMBING - FINAL OSR READ 01/27/2022 Comments1: 630-549-9538EEI _____ 020-EFL ENGINEERING - FINAL INSPE 01/27/2022 Comments1: WINTER CONDITIONS, OK TO TEMPEEI _____ 016-EFL ENGINEERING - FINAL INSPE 20210685 1292 HAWK HOLLOW DR 267-2 01/27/2022 Comments1: WINTER CONDITIONS, OK TO TEMPBC _____ 018-FIN FINAL INSPECTION 20210740 4877 W MILLBROOK CIR 156 01/06/2022BC _____ 019-FEL FINAL ELECTRIC 01/06/2022BC _____ 020-FME FINAL MECHANICAL 01/06/2022PBF _____ 021-PLF PLUMBING - FINAL OSR READ 01/06/2021 Comments1: ANDREW 331-431-7342EEI _____ 022-EFL ENGINEERING - FINAL INSPE 01/04/2022 Comments1: WINTER CONDITIONS OK TO TEMPBC _____ 016-FIN FINAL INSPECTION 20210741 4898 W MILLBROOK CIR 1 01/05/2022BC _____ 017-FEL FINAL ELECTRIC 01/05/2022BC _____ 018-FME FINAL MECHANICAL 01/05/2022PBF _____ 019-PLF PLUMBING - FINAL OSR READ 01/06/2022 Comments1: ANDREW 331-431-7342EEI _____ 020-EFL ENGINEERING - FINAL INSPE 01/04/2022 Comments1: WINTER CONDITIONS OK TO TEMP
DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 5DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 5TIME: 10:58:03 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 01/01/2022 TO 01/31/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------GH _____ 014-INS INSULATION 20210785 1284 HAWK HOLLOW DR 268 01/03/2022GH _____ 015-STP STOOP 01/14/2022 Comments1: FRONT STOOPGH _____ 013-INS INSULATION 20210786 1282 HAWK HOLLOW DR 268 01/04/2022GH _____ 014-STP STOOP 01/14/2022 Comments1: FRONTBF _____ 014-FIN FINAL INSPECTION 20210787 1159 HAWK HOLLOW DR 305 01/18/2022BF _____ 015-FEL FINAL ELECTRIC 01/18/2022BF _____ 016-FME FINAL MECHANICAL 01/18/2022PBF _____ 017-PLF PLUMBING - FINAL OSR READ 01/18/2022EEI _____ 018-EFL ENGINEERING - FINAL INSPE 01/18/2022 Comments1: PARKWAY TREEBF _____ 014-FIN FINAL INSPECTION 20210788 1161 HAWK HOLLOW DR 305 01/18/2022BF _____ 015-FEL FINAL ELECTRIC 01/18/2022BF _____ 016-FME FINAL MECHANICAL 01/18/2022PBF _____ 017-PLF PLUMBING - FINAL OSR READ 01/18/2022EEI _____ 018-EFL ENGINEERING - FINAL INSPE 01/18/2022EEI _____ 014-EFL ENGINEERING - FINAL INSPE 20210789 1163 HAWK HOLLOW DR 305 01/18/2022BC _____ 015-FIN FINAL INSPECTION 01/24/2022BC _____ 016-FEL FINAL ELECTRIC 01/24/2022BC _____ 017-FME FINAL MECHANICAL 01/24/2022PBF _____ 018-PLF PLUMBING - FINAL OSR READ 01/24/2022 Comments1: 847-456-8082EEI _____ 015-EFL ENGINEERING - FINAL INSPE 20210790 1165 HAWK HOLLOW DR 305 01/18/2022 Comments1: PARKWAY TREEBC _____ 016-FIN FINAL INSPECTION 01/25/2022BC _____ 017-FEL FINAL ELECTRIC 01/25/2022
DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 6DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 6TIME: 10:58:03 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 01/01/2022 TO 01/31/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BC _____ 018-FME FINAL MECHANICAL 01/25/2022PBF _____ 019-PLF PLUMBING - FINAL OSR READ 01/25/2022 Comments1: 847-456-8082GH _____ 002-FIN FINAL INSPECTION 20210848 120 STRAWBERRY LN 01/13/2022 Comments1: FENCE - VINYL COATED CHAIN LINKBC _____ 018-FIN FINAL INSPECTION 20210887 2220 HEARTHSTONE AVE 440 01/31/2022BC _____ 019-FEL FINAL ELECTRIC 01/31/2022BC _____ 020-FME FINAL MECHANICAL 01/31/2022PBF _____ 021-PLF PLUMBING - FINAL OSR READ 01/31/2022 Comments1: 847-456-8082EEI _____ 022-EFL ENGINEERING - FINAL INSPE 01/31/2022BC _____ 008-REL ROUGH ELECTRICAL 20210892 1272 HAWK HOLLOW DR 2691 01/31/2022BC _____ 009-RFR ROUGH FRAMING 01/31/2022BC _____ 010-RMC ROUGH MECHANICAL 01/31/2022PBF _____ 011-PLR PLUMBING - ROUGH 01/31/2022 Comments1: 630-549-9538BC _____ 008-RFR ROUGH FRAMING 20210893 1274 HAWK HOLLOW DR 2691 01/27/2022BC _____ 009-REL ROUGH ELECTRICAL 01/27/2022 Comments1: REINSPECT WITH INSULATION. SEE INSPECTI Comments2: ON TICKETBC _____ 010-RMC ROUGH MECHANICAL 01/27/2022PBF _____ 011-PLR PLUMBING - ROUGH 01/27/2022 Comments1: 630-549-9538GH _____ 001-FIN FINAL INSPECTION 20210904 1981 BANBURY AVE 28 01/21/2022 Comments1: SIDINGPR _____ 019-FIN FINAL INSPECTION 20210940 701 OMAHA DR 13 01/10/2022PR _____ 020-FEL FINAL ELECTRIC 01/10/2022PR _____ 021-FME FINAL MECHANICAL 01/10/2022
DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 7DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 7TIME: 10:58:03 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 01/01/2022 TO 01/31/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------PR _____ 022-PLF PLUMBING - FINAL OSR READ 01/10/2022EEI _____ 023-EFL ENGINEERING - FINAL INSPE 01/10/2022 Comments1: WINTER CONDITIONS OK TO TEMPEEI _____ 024-EFL ENGINEERING - FINAL INSPE 01/14/2022PR _____ 017-FIN FINAL INSPECTION 20210942 2954 OLD GLORY DR 265 01/18/2022PR _____ 018-FEL FINAL ELECTRIC 01/18/2022PR _____ 019-FME FINAL MECHANICAL 01/18/2022PR _____ 020-PLF PLUMBING - FINAL OSR READ 01/18/2022EEI _____ 021-EFL ENGINEERING - FINAL INSPE 01/18/2022 Comments1: WINTER CONDITIONS OK TO TEMPBC _____ 014-FIN FINAL INSPECTION 20210950 3125 JUSTICE DR 686 01/07/2022BC _____ 015-FEL FINAL ELECTRIC 01/07/2022BC _____ 016-FME FINAL MECHANICAL 01/07/2022PBF _____ 017-PLF PLUMBING - FINAL OSR READ 01/07/2022EEI _____ 018-EFL ENGINEERING - FINAL INSPE 01/06/2022 Comments1: WINTER CONDITION OK TO TEMPBF _____ 002-FOU FOUNDATION 20210953 1254 HAWK HOLLOW DR 271-1 01/04/2022 Comments1: 845-456-8082BF _____ 003-BKF BACKFILL 01/13/2022PBF _____ AM 004-WSS WATER & STORM SEWER 01/18/2022BF _____ 002-FOU FOUNDATION 20210954 1252 HAWK HOLLOW DR 271-2 01/04/2022 Comments1: 847-456-8082BF _____ 003-BKF BACKFILL 01/13/2022PBF _____ AM 004-WSS WATER & STORM SEWER 01/18/2022BC _____ 016-FIN FINAL INSPECTION 20210974 2721 POTTER CT 142 01/14/2022BC _____ 017-FEL FINAL ELECTRIC 01/14/2022BC _____ 018-FME FINAL MECHANICAL 01/14/2022
DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 8DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 8TIME: 10:58:03 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 01/01/2022 TO 01/31/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------PBF _____ 019-PLF PLUMBING - FINAL OSR READ 01/14/2022 Comments1: 331-223-6615EEI _____ 020-EFL ENGINEERING - FINAL INSPE 01/18/2022 Comments1: WINTER CONDITIONS OK TO TEMPBC _____ 013-RFR ROUGH FRAMING 20210975 2725 POTTER CT 143 01/04/2022 Comments1: DECK/SEE INSPECTION TICKETBC _____ 014-REI REINSPECTION 01/11/2022 Comments1: ROUGH FRAMING/DECKEEI _____ 015-EFL ENGINEERING - FINAL INSPE 01/18/2022 Comments1: OK TO TEMPBC _____ PM 016-FIN FINAL INSPECTION 01/19/2022BC _____ PM 017-FEL FINAL ELECTRIC 01/19/2022BC _____ PM 018-FME FINAL MECHANICAL 01/19/2022PBF _____ PM 019-PLF PLUMBING - FINAL OSR READ 01/19/2022 Comments1: 331-431-7342BC _____ 018-FIN FINAL INSPECTION 20210980 2202 HEARTHSTONE AVE 439 01/18/2022BC _____ 019-FEL FINAL ELECTRIC 01/18/2022BC _____ 020-FME FINAL MECHANICAL 01/18/2022PBF _____ 021-PLF PLUMBING - FINAL OSR READ 01/18/2022EEI _____ 022-EFL ENGINEERING - FINAL INSPE 01/18/2022 Comments1: PARKWAY TREEGH _____ 008-INS INSULATION 20210981 1154 HAWK HOLLOW DR 304-4 01/05/2022BC _____ 009-RFR ROUGH FRAMING 01/03/2022BC _____ 010-REL ROUGH ELECTRICAL 01/03/2022BC _____ 011-RMC ROUGH MECHANICAL 01/03/2022PBF _____ 012-PLR PLUMBING - ROUGH 01/03/2022 Comments1: 847-456-8082/SEE INSPECTION REPORTGH _____ 010-INS INSULATION 20210982 1156 HAWK HOLLOW DR 304-3 01/04/2022
DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 9DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 9TIME: 10:58:03 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 01/01/2022 TO 01/31/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BC _____ 013-FIN FINAL INSPECTION 20211004 3109 JUSTICE DR 684 01/26/2022BC _____ 014-FEL FINAL ELECTRIC 01/26/2022BC _____ 015-FME FINAL MECHANICAL 01/26/2022PBF _____ AM 016-PLF PLUMBING - FINAL OSR READ 01/27/2022 Comments1: 224-340-5860EEI _____ 017-EFL ENGINEERING - FINAL INSPE 01/27/2022 Comments1: WINTER CONDITIONS, OK TO TEMPGH _____ 011-INS INSULATION 20211012 840 ALEXANDRA LN 40 01/04/2022BC _____ 009-RFR ROUGH FRAMING 20211040 2161 COUNTRY HILLS DR 445 01/04/2022BC _____ 010-REL ROUGH ELECTRICAL 01/04/2022BC _____ 011-RMC ROUGH MECHANICAL 01/04/2022PBF _____ 012-PLR PLUMBING - ROUGH 01/04/2022 Comments1: GEORGE 630-549-9538GH _____ 013-INS INSULATION 01/06/2022BF _____ 009-REL ROUGH ELECTRICAL 20211041 2141 COUNTRY HILLS DR 446 01/18/2022 Comments1: 847-456-8082/SEE INSPECTION REPORTBF _____ 010-RFR ROUGH FRAMING 01/18/2022 Comments1: SEE INSPECTION REPORTBF _____ 011-RMC ROUGH MECHANICAL 01/18/2022 Comments1: SEE INSPECTION REPORTPBF _____ 012-PLR PLUMBING - ROUGH 01/18/2022GH _____ 013-INS INSULATION 01/20/2022BC _____ AM 009-RFR ROUGH FRAMING 20211042 2121 COUNTRY HILLS DR 447 01/21/2022BC _____ AM 010-REL ROUGH ELECTRICAL 01/21/2022BC _____ AM 011-RMC ROUGH MECHANICAL 01/21/2022PBF _____ AM 012-PLR PLUMBING - ROUGH 01/21/2022 Comments1: 847-456-8082GH _____ 013-INS INSULATION 01/25/2022
DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 10DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 10TIME: 10:58:03 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 01/01/2022 TO 01/31/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BF _____ 015-FIN FINAL INSPECTION 20211073 2058 SQUIRE CIR 188 01/18/2022BF _____ 016-FEL FINAL ELECTRIC 01/18/2022BF _____ 017-FME FINAL MECHANICAL 01/18/2022PBF _____ 018-PLF PLUMBING - FINAL OSR READ 01/18/2022EEI _____ 019-EFL ENGINEERING - FINAL INSPE 01/18/2022 Comments1: TEMPEEI _____ 013-EFL ENGINEERING - FINAL INSPE 20211074 2851 ALDEN AVE 288 01/18/2022 Comments1: WINTER CONDITIONS OK TO TEMPBF _____ 014-FIN FINAL INSPECTION 01/24/2022 Comments1: LALO 224-575-6665BF _____ 015-FEL FINAL ELECTRIC 01/24/2022BF _____ 016-FME FINAL MECHANICAL 01/24/2022PBF _____ 017-PLF PLUMBING - FINAL OSR READ 01/24/2022 Comments1: LALO 224-575-6665BC _____ 008-REL ROUGH ELECTRICAL 20211098 2078 ABERDEEN CT 103 01/06/2022 Comments1: CANCELBC _____ 009-RFR ROUGH FRAMING 01/06/2022 Comments1: CANCELBC _____ 010-RMC ROUGH MECHANICAL 01/06/2022 Comments1: CANCELPBF _____ 011-PLR PLUMBING - ROUGH 01/06/2022 Comments1: SEE INSPECTION REPORTBC _____ 012-REL ROUGH ELECTRICAL 01/13/2022BC _____ 013-RFR ROUGH FRAMING 01/13/2022BC _____ 014-RMC ROUGH MECHANICAL 01/13/2022GH _____ 015-INS INSULATION 01/18/2022GH _____ 014-INS INSULATION 20211100 2068 ABERDEEN CT 102 01/07/2022 Comments1: OKAY TO DRYWALL HOUSE ONLY, NOT GARAGEGH _____ 015-INS INSULATION 01/12/2022 Comments1: GARAGE ONLY - NEED TO ADD BLOWN-IN OR BA Comments2: TTS IN SOFFIT NEAR GARAGE SERVICE DOOR
DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 11DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 11TIME: 10:58:03 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 01/01/2022 TO 01/31/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BF _____ 012-FIN FINAL INSPECTION 20211101 2077 ABERDEEN CT 100 01/24/2022 Comments1: 690-800-9005BF _____ 013-FEL FINAL ELECTRIC 01/24/2022BF _____ 014-FME FINAL MECHANICAL 01/24/2022PBF _____ 015-PLF PLUMBING - FINAL OSR READ 01/24/2022 Comments1: 630-800-9005EEI _____ 016-EFL ENGINEERING - FINAL INSPE 01/24/2022 Comments1: WINTER CONDITIONS, OK TO TEMPBC _____ 017-REI REINSPECTION 01/25/2022 Comments1: BUILDING REINSPECTIONBC _____ 008-REL ROUGH ELECTRICAL 20211121 2466 JUSTICE CT 621 01/07/2022BC _____ 009-RFR ROUGH FRAMING 01/07/2022BC _____ 010-RMC ROUGH MECHANICAL 01/07/2022PBF _____ 011-PLR PLUMBING - ROUGH 01/07/2022GH _____ 012-INS INSULATION 01/11/2022GH _____ 012-INS INSULATION 20211122 2471 JUSTICE CT 620 01/03/2022BC _____ 001-MIS MISCELLANEOUS 20211135 2710 GOLDENROD DR 245 01/11/2022 Comments1: PATIO DOOR/FINALBC _____ 011-GAR GARAGE FLOOR 20211140 1106 CARLY DR 27 01/03/2022PR _____ 006-RFR ROUGH FRAMING 20211141 966 S CARLY CIR 104 01/18/2022PR _____ 007-REL ROUGH ELECTRICAL 01/18/2022PR _____ 008-RMC ROUGH MECHANICAL 01/18/2022PR _____ 009-PLR PLUMBING - ROUGH 01/18/2022PR _____ 010-INS INSULATION 01/24/2022EEI _____ AM 016-EFL ENGINEERING - FINAL INSPE 20211144 3986 SHOEGER CT 25 01/05/2022 Comments1: 630-365-7229/OSR NOT INSTALLEDBF _____ 017-FIN FINAL INSPECTION 01/05/2022
DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 12DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 12TIME: 10:58:03 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 01/01/2022 TO 01/31/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BF _____ 018-FEL FINAL ELECTRIC 01/05/2022BF _____ 019-FME FINAL MECHANICAL 01/05/2022PBF _____ 020-PLF PLUMBING - FINAL OSR READ 01/05/2022 Comments1: 630-365-7229PWK _____ 021-REI REINSPECTION 01/06/2022 Comments1: OUTSIDE READER/FINAL ENGINEERINGBF _____ AM 022-REI REINSPECTION 01/12/2022 Comments1: ABBY 630-365-7229 BUILDINGPBF _____ AM 023-REI REINSPECTION 01/13/2022 Comments1: PLUMBING 630-365-7229EEI _____ AM 018-EFL ENGINEERING - FINAL INSPE 20211145 3988 SHOEGER CT 25 01/05/2022 Comments1: OSR NOT INSTPWK _____ 019-REI REINSPECTION 01/06/2022 Comments1: OUTSIDE READER/FINAL ENGINEERINGBF _____ AM 020-FIN FINAL INSPECTION 01/25/2022 Comments1: 630-365-7229BF _____ AM 021-FEL FINAL ELECTRIC 01/25/2022 Comments1: SEE INSPECTION REPORTBF _____ AM 022-FME FINAL MECHANICAL 01/25/2022PBF _____ AM 023-PLF PLUMBING - FINAL OSR READ 01/25/2022 Comments1: 630-365-7229BF _____ PM 024-REI REINSPECTION 01/27/2022 Comments1: FINAL ELECTRIC/630-365-7229BF _____ AM 015-INS INSULATION 20211146 4023 SHOEGER CT 26 01/03/2022 Comments1: 630-365-7229/SEE INSPECTION REPORTBF _____ AM 011-RFR ROUGH FRAMING 20211147 4025 SHOEGER CT 26 01/10/2022 Comments1: ABBY 630-365-7229BF _____ 012-REL ROUGH ELECTRICAL 01/10/2022BF _____ 013-RMC ROUGH MECHANICAL 01/10/2022BF _____ AM 015-INS INSULATION 01/12/2022
DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 13DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 13TIME: 10:58:03 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 01/01/2022 TO 01/31/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BF _____ AM 016-FIN FINAL INSPECTION 20211148 4043 SHOEGER CT 27 01/04/2022 Comments1: 630-365-7229/SEE INSPECTION REPORTBF _____ AM 017-FEL FINAL ELECTRIC 01/04/2022BF _____ AM 018-FME FINAL MECHANICAL 01/04/2022PBF _____ AM 019-PLF PLUMBING - FINAL OSR READ 01/03/2022 Comments1: 630-365-7229EEI _____ AM 020-EFL ENGINEERING - FINAL INSPE 01/05/2022 Comments1: WINTER CONDITIONS, OK TO TEMPBF _____ 021-FIN FINAL INSPECTION 01/05/2022BF _____ AM 016-FIN FINAL INSPECTION 20211149 4045 SHOEGER CT 27 01/03/2022 Comments1: 630-365-7229BF _____ AM 017-FEL FINAL ELECTRIC 01/03/2022 Comments1: SEE INSPECTION REPORTBF _____ AM 018-FME FINAL MECHANICAL 01/03/2022 Comments1: SEE INSPECTION REPORTPBF _____ AM 019-PLF PLUMBING - FINAL OSR READ 01/03/2022 Comments1: 630-365-7229/SEE INSPECTION REPORTEEI _____ AM 020-EFL ENGINEERING - FINAL INSPE 01/05/2022 Comments1: WINTER CONDITIONS, OK TO TEMPBF _____ 021-FIN FINAL INSPECTION 01/05/2022 Comments1: REINSPECTIONBF _____ 023-FME FINAL MECHANICAL 01/05/2022 Comments1: REINSPECTIONBF _____ AM 018-FIN FINAL INSPECTION 20211150 4063 SHOEGER CT 28 01/04/2022 Comments1: 630-365-7229/SEE INSPECTION REPORTBF _____ AM 019-FEL FINAL ELECTRIC 01/04/2022BF _____ AM 020-FME FINAL MECHANICAL 01/04/2022PBF _____ AM 021-PLF PLUMBING - FINAL OSR READ 01/04/2022 Comments1: 630-365-7229EEI _____ AM 022-EFL ENGINEERING - FINAL INSPE 01/05/2022 Comments1: WINTER CONDITIONS, OK TO TEMP
DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 14DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 14TIME: 10:58:03 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 01/01/2022 TO 01/31/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BF _____ 023-FIN FINAL INSPECTION 01/03/2022BF _____ 024-FEL FINAL ELECTRIC 01/03/2022BF _____ 025-FME FINAL MECHANICAL 01/03/2022PBF _____ 026-PLF PLUMBING - FINAL OSR READ 01/04/2022BF _____ 027-FIN FINAL INSPECTION 01/05/2022 Comments1: REINSPECTION 630-365-7229EEI _____ AM 018-EFL ENGINEERING - FINAL INSPE 20211151 4065 SHOEGER CT 28 01/05/2022 Comments1: WINTER CONDITIONS, OK TO TEMPBF _____ AM 019-FIN FINAL INSPECTION 01/21/2021BF _____ AM 020-FEL FINAL ELECTRIC 01/21/2022BF _____ AM 021-FME FINAL MECHANICAL 01/21/2022PBF _____ AM 022-PLF PLUMBING - FINAL OSR READ 01/21/2022BF _____ AM 023-REI REINSPECTION 01/25/2022 Comments1: 630-365-7229/REINSPECTION B AND EPBF _____ 024-REI REINSPECTION 01/27/2022 Comments1: FINAL PLUMBING 630-365-7229BC _____ 015-FIN FINAL INSPECTION 20211161 2710 NICKERSON CT 167 01/26/2022BC _____ 016-FEL FINAL ELECTRIC 01/26/2022BC _____ 017-FME FINAL MECHANICAL 01/26/2022PBF _____ 018-PLF PLUMBING - FINAL OSR READ 01/27/2022 Comments1: 331-431-7342EEI _____ 019-EFL ENGINEERING - FINAL INSPE 01/27/2022 Comments1: WINTER CONDITIONS, OK TO TEMPEEI _____ 017-EFL ENGINEERING - FINAL INSPE 20211162 2056 SQUIRE CIR 189 01/18/2022 Comments1: WINTER CONDITIONS OK TO TEMPBF _____ 018-FIN FINAL INSPECTION 01/24/2022 Comments1: LALO 224-575-6665BF _____ 019-FEL FINAL ELECTRIC 01/24/2022
DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 15DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 15TIME: 10:58:03 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 01/01/2022 TO 01/31/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BF _____ 020-FME FINAL MECHANICAL 01/24/2022PBF _____ 021-PLF PLUMBING - FINAL OSR READ 01/24/2022 Comments1: LALO 224-575-6665BF _____ 007-REL ROUGH ELECTRICAL 20211179 1151 HAWK HOLLOW DR 306 01/18/2022 Comments1: 847-456-8082BF _____ 008-RFR ROUGH FRAMING 01/18/2022BF _____ 009-RMC ROUGH MECHANICAL 01/18/2022PBF _____ 010-PLR PLUMBING - ROUGH 01/18/2022 Comments1: 847-456-8082GH _____ 011-INS INSULATION 01/21/2022BC _____ 007-REL ROUGH ELECTRICAL 20211180 1153 HAWK HOLLOW DR 306 01/20/2022BC _____ 008-RFR ROUGH FRAMING 01/20/2022BC _____ 009-RMC ROUGH MECHANICAL 01/20/2022PBF _____ 010-PLR PLUMBING - ROUGH 01/20/2022 Comments1: 847-456-8082BC _____ 011-INS INSULATION 01/24/2022BC _____ 007-REL ROUGH ELECTRICAL 20211181 1155 HAWK HOLLOW DR 306 01/27/2022 Comments1: FAILED. SEE INSPECTION TICKETBC _____ 008-RFR ROUGH FRAMING 01/27/2022 Comments1: FAILED. SEE INSPECTION TICKETBC _____ 009-RMC ROUGH MECHANICAL 01/27/2022PBF _____ 010-PLR PLUMBING - ROUGH 01/27/2022 Comments1: 847-456-8082GH _____ 011-INS INSULATION 01/31/2022GH _____ 013-INS INSULATION 20211240 601 ASHWORTH LN 514 01/03/2022BC _____ 007-RFR ROUGH FRAMING 20211243 2719 POTTER CT 141 01/04/2022 Comments1: ANDREW 331-431-7342BC _____ 008-REL ROUGH ELECTRICAL 01/04/2022
DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 16DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 16TIME: 10:58:03 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 01/01/2022 TO 01/31/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BC _____ 009-RMC ROUGH MECHANICAL 01/04/2022PBF _____ 010-PLR PLUMBING - ROUGH 01/04/2022 Comments1: ANDREW 331-431-7342GH _____ AM 011-INS INSULATION 01/07/2022GH _____ AM 012-GAR GARAGE FLOOR 01/31/2022GH _____ AM 013-STP STOOP 01/31/2022GH _____ 013-INS INSULATION 20211244 2902 ALDEN AVE 323 01/03/2022BF _____ 012-FIN FINAL INSPECTION 20211258 2067 ABERDEEN CT 101 01/24/2022 Comments1: 630-800-9005BF _____ 013-FEL FINAL ELECTRIC 01/24/2022BF _____ 014-FME FINAL MECHANICAL 01/24/2022PBF _____ 015-PLF PLUMBING - FINAL OSR READ 01/24/2022 Comments1: 630-800-9005EEI _____ 016-EFL ENGINEERING - FINAL INSPE 01/24/2022 Comments1: WINTER CONDITIONS, OK TO TEMPBC _____ 017-REI REINSPECTION 01/25/2022 Comments1: BUILDING REINSPECTIONBF _____ 008-RFR ROUGH FRAMING 20211272 4822 W MILLBROOK CIR 11 01/27/2022BF _____ 009-REL ROUGH ELECTRICAL 01/27/2022BF _____ 010-RMC ROUGH MECHANICAL 01/27/2022PBF _____ 011-PLR PLUMBING - ROUGH 01/27/2022 Comments1: 331-431-7342--SEE INSPECTION REPORTGH _____ AM 012-INS INSULATION 01/31/2022BC _____ 001-FIN FINAL INSPECTION 20211275 1305 EVERGREEN LN 168 01/18/2022 Comments1: GARAGE SERVICE DOOR--603-521-0444BC _____ 007-GPL GREEN PLATE INSPECTION 20211292 3108 JUSTICE DR 624 01/19/2022EEI _____ 014-EFL ENGINEERING - FINAL INSPE 20211308 2082 WHITEKIRK LN 99 01/24/2022BC _____ 008-REL ROUGH ELECTRICAL 20211310 2875 ROOD ST 319 01/05/2022
DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 17DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 17TIME: 10:58:03 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 01/01/2022 TO 01/31/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BC _____ 009-RFR ROUGH FRAMING 01/05/2022BC _____ 010-RMC ROUGH MECHANICAL 01/05/2022PBF _____ 011-PLR PLUMBING - ROUGH 01/05/2022GH _____ 012-INS INSULATION 01/07/2022 Comments1: MISSING INSULATION OVER 1ST FLOOR BEDROO Comments2: M WINDOW - SEND PICTURE WHEN CORRECTED.BC _____ 007-REL ROUGH ELECTRICAL 20211311 2898 ALDEN AVE 324 01/20/2022BC _____ 008-RFR ROUGH FRAMING 01/20/2022BC _____ 009-RMC ROUGH MECHANICAL 01/20/2022PBF _____ 010-PLR PLUMBING - ROUGH 01/20/2022GH _____ 011-INS INSULATION 01/25/2022 Comments1: 1ST AMBF _____ AM 012-PPS PRE-POUR, SLAB ON GRADE 01/18/2022 Comments1: GARAGE AND STOOPS 815-839-8175BF _____ AM 003-BKF BACKFILL 20211318 2288 RICHMOND AVE 475 01/03/2022 Comments1: 847-551-9066/SEE INSPECTION REPORTPBF _____ AM 004-ESW ENGINEERING - SEWER / WAT 01/05/2022 Comments1: LATE MORNING PLEASE, 630-387-2001PBF _____ AM 008-WAT WATER 20211335 4005 BRADY ST 8 01/20/2022 Comments1: WINNINGER 630-364-8785BF _____ AM 009-ELE ELECTRIC SERVICE 20211336 4043 BRADY ST 10 01/28/2022BF _____ 009-ELE ELECTRIC SERVICE 20211337 4045 BRADY ST 10 01/28/2022BF _____ AM 009-ELE ELECTRIC SERVICE 20211338 4065 BRADY ST 11 01/28/2022BF _____ AM 009-ELE ELECTRIC SERVICE 20211339 4063 BRADY ST 11 01/28/2022BF _____ AM 008-ELE ELECTRIC SERVICE 20211340 4085 BRADY ST 12 01/28/2022BF _____ AM 008-ELE ELECTRIC SERVICE 20211341 4083 BRADY ST 12 01/28/2022PBF _____ 007-WAT WATER 20211361 4097 BRADY ST 13 01/19/2022 Comments1: WINNINGER 630-364-8785
DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 18DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 18TIME: 10:58:03 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 01/01/2022 TO 01/31/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BF _____ AM 008-ELE ELECTRIC SERVICE 01/28/2022PBF _____ 007-WAT WATER 20211362 4099 BRADY ST 13 01/19/2022 Comments1: WINNINGER 630-364-8785BF _____ AM 008-ELE ELECTRIC SERVICE 01/28/2022PR _____ PM 008-FIN FINAL INSPECTION 20211389 731 ERICA LN 01/20/2022 Comments1: GEORGE 630-327-1271PR _____ 009-FEL FINAL ELECTRIC 01/20/2022PR _____ 010-FME FINAL MECHANICAL 01/20/2022PR _____ 011-PLF PLUMBING - FINAL OSR READ 01/20/2022AS _____ 013-FIN FINAL INSPECTION 01/25/2022GH _____ 006-STP STOOP 20211400 3277 SEELEY ST 805 01/19/2022BF _____ 007-RFR ROUGH FRAMING 01/31/2022 Comments1: 224-358-1606BF _____ 008-REL ROUGH ELECTRICAL 01/31/2022BF _____ 009-RMC ROUGH MECHANICAL 01/31/2022PBF _____ 010-PLR PLUMBING - ROUGH 01/31/2022 Comments1: 224-358-1606BC _____ AM 001-FTG FOOTING 20211435 2182 FAIRFAX WAY 510 01/14/2022BF _____ AM 002-FOU FOUNDATION 01/18/2022 Comments1: SEE INSPECTION REPORTBF _____ AM 003-BKF BACKFILL 01/24/2022PBF _____ PM 004-ESW ENGINEERING - SEWER / WAT 01/27/2022BC _____ 003-BKF BACKFILL 20211459 3801 BISSEL DR 122-1 01/03/2022PBF _____ PM 004-WAT WATER 01/18/2022 Comments1: 847-526-3788BC _____ 003-BKF BACKFILL 20211460 3803 BISSEL DR 122-2 01/03/2022PBF _____ PM 004-WAT WATER 01/18/2022 Comments1: 847-526-3788
DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 19DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 19TIME: 10:58:03 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 01/01/2022 TO 01/31/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BC _____ 003-BKF BACKFILL 20211461 3805 BISSEL DR 122-3 01/03/2022PBF _____ PM 004-WAT WATER 01/18/2022 Comments1: 847-526-3788BC _____ 003-BKF BACKFILL 20211462 3807 BISSEL DR 122-4 01/03/2022PBF _____ PM 004-WAT WATER 01/18/2022BC _____ 003-BKF BACKFILL 20211463 3809 BISSEL DR 122-5 01/03/2022PBF _____ PM 004-WAT WATER 01/18/2022BC _____ AM 005-GPL GREEN PLATE INSPECTION 20211480 4814 W MILLBROOK CIR 12 01/19/2022 Comments1: SEE INSPECTION REPORTBC _____ 006-GPL GREEN PLATE INSPECTION 01/20/2022 Comments1: REINSPECTIONPBF _____ 007-PLU PLUMBING - UNDERSLAB 01/27/2022 Comments1: 331-431-7342BC _____ AM 008-BSM BASEMENT FLOOR 01/28/2022BF _____ AM 003-BKF BACKFILL 20211484 2276 FAIRFAX WAY 503 01/03/2022 Comments1: 847-551-9066BF _____ AM 004-FOU FOUNDATION 01/04/2022 Comments1: SEE INSPECTION REPORTPBF _____ AM 005-ESW ENGINEERING - SEWER / WAT 01/05/2022 Comments1: LATE MORNING, PLEASE/630-387-2001PR _____ 003-PLU PLUMBING - UNDERSLAB 20211491 1010 N BRIDGE ST 01/21/2022PR _____ 004-PPS PRE-POUR, SLAB ON GRADE 01/21/2022BC _____ 001-FIN FINAL INSPECTION 20211495 4534 MARQUETTE ST 1218 01/25/2022 Comments1: WINDOWSBC _____ AM 006-BSM BASEMENT FLOOR 20211528 2142 WHITEKIRK LN 107 01/14/2022PBF _____ 006-ESW ENGINEERING - SEWER / WAT 20211529 2162 WHITEKIRK LN 108 01/13/2022 Comments1: MIKE 815-210-3338 cancelPBF _____ 007-ESW ENGINEERING - SEWER / WAT 01/14/2022 Comments1: MIKE 815-210-3338
DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 20DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 20TIME: 10:58:03 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 01/01/2022 TO 01/31/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BC _____ AM 008-BSM BASEMENT FLOOR 01/14/2022 Comments1: CANCELLEDBC _____ 009-BSM BASEMENT FLOOR 01/18/2022BF _____ 007-REL ROUGH ELECTRICAL 20211530 2112 WHITEKIRK LN 105 01/18/2022 Comments1: SEE INSPECTION REPORTBF _____ 008-RFR ROUGH FRAMING 01/18/2022 Comments1: SEE INSPECTION REPORTBF _____ 009-RMC ROUGH MECHANICAL 01/18/2022 Comments1: SEE INSPECTION REPORTPBF _____ 010-PLR PLUMBING - ROUGH 01/18/2022GH _____ 011-INS INSULATION 01/21/2022GH _____ AM 012-REI REINSPECTION 01/26/2022 Comments1: MISSING INSULATION AT BASEMENT LANDING, Comments2: STEVE TO SEND PICTURE WHEN COMPLETEDBC _____ 007-RFR ROUGH FRAMING 20211531 2122 WHITEKIRK LN 106 01/25/2022BC _____ 008-REL ROUGH ELECTRICAL 01/25/2022BC _____ 009-RMC ROUGH MECHANICAL 01/25/2022PBF _____ 010-PLR PLUMBING - ROUGH 01/24/2022 Comments1: 630-546-1085/SEE INSPECTION REPORTGH _____ 011-INS INSULATION 01/27/2022 Comments1: NEED TO NET AND BLOW INSULATION IN GARAG Comments2: E CEILING (BEDROOM ABOVE)GH _____ 012-REI REINSPECTION 01/31/2022 Comments1: INSULATION - GARAGE NET & BLOWBC _____ 008-RFR ROUGH FRAMING 20211540 722 OMAHA DR 46 01/13/2022 Comments1: MARCUS 630-248-0918BC _____ 009-REL ROUGH ELECTRICAL 01/13/2022BC _____ 010-RMC ROUGH MECHANICAL 01/13/2022PBF _____ 011-PLR PLUMBING - ROUGH 01/13/2022BC _____ AM 012-INS INSULATION 01/24/2022 Comments1: MARCUS 630-248-0918
DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 21DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 21TIME: 10:58:03 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 01/01/2022 TO 01/31/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BC _____ 013-REI REINSPECTION 01/24/2022 Comments1: MECHANICAL REINSPECTIONBF _____ 001-FIN FINAL INSPECTION 20211541 1172 MIDNIGHT PL 301 01/07/2022 Comments1: SOLAR EDDY 801-837-4586/CANCELLEDBF _____ 002-FEL FINAL ELECTRIC 01/07/2022 Comments1: SOLAR EDDY 801-837-4586/CANCELLEDBF _____ 003-FIN FINAL INSPECTION 01/13/2022 Comments1: SOLARBF _____ AM 004-FEL FINAL ELECTRIC 01/13/2022 Comments1: 801-837-4586 EDDYBF _____ AM 005-REI REINSPECTION 01/20/2022 Comments1: EDDY 801-837-4586BF _____ AM 001-FIN FINAL INSPECTION 20211547 494 WINTERBERRY DR 92 01/05/2022 Comments1: SOLAR JOSH 224-330-9458BF _____ AM 002-FEL FINAL ELECTRIC 01/05/2022 Comments1: SOLARBF _____ AM 006-BSM BASEMENT FLOOR 20211573 2881 ALDEN AVE 293 01/05/2022BC _____ AM 006-BSM BASEMENT FLOOR 20211605 2056 DUNBAR CT 94 01/28/2022PBF _____ 005-PLU PLUMBING - UNDERSLAB 20211607 3002 MCLELLAN BLVD 526 01/18/2022 Comments1: James 331-223-6615BC _____ AM 006-BSM BASEMENT FLOOR 01/18/2022BC _____ AM 007-BSM BASEMENT FLOOR 01/19/2022BC _____ 003-FIN FINAL INSPECTION 20211627 1162 TAUS CIR 126 01/21/2022 Comments1: SEE INSPECTION REPORTBF _____ AM 001-FIN FINAL INSPECTION 20211643 742 KENTSHIRE DR 116 01/31/2022 Comments1: SOLAR/ DAN- 630-401-5867BF _____ AM 002-FEL FINAL ELECTRIC 01/31/2022GH 10:30 001-PHF POST HOLE - FENCE 20211654 808 BEHRENS ST 01/18/2022BC _____ AM 001-FTG FOOTING 20211660 2362 RICHMOND AVE 480 01/14/2022BF _____ AM 002-FOU FOUNDATION 01/18/2022
DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 22DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 22TIME: 10:58:03 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 01/01/2022 TO 01/31/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BF _____ AM 003-BKF BACKFILL 01/24/2022PBF _____ PM 004-ESW ENGINEERING - SEWER / WAT 01/27/2022BF _____ 001-FIN FINAL INSPECTION 20211674 656 MANCHESTER LN 381 01/07/2022 Comments1: SOLAR EDDY 801-837-4586/CANCELLEDBF _____ 002-FEL FINAL ELECTRIC 01/07/2022 Comments1: SOLAR/CANCELLEDBF _____ AM 003-FIN FINAL INSPECTION 01/13/2022 Comments1: SOLARBF _____ 004-FEL FINAL ELECTRIC 01/13/2022 Comments1: 801-837-4586 EDDYBF _____ AM 003-BKF BACKFILL 20211676 2722 POTTER CT 145 01/04/2022 Comments1: MDW 815-839-8175PBF _____ PM 004-WAT WATER 01/05/2022 Comments1: 630-492-7635PR _____ 003-RFR ROUGH FRAMING 20211678 1002 S BRIDGE ST 01/11/2022BC _____ 001-FTG FOOTING 20211683 2892 ROOD ST 304 01/12/2022BF _____ PM 002-FOU FOUNDATION 01/14/2022 Comments1: SEE INSPECTION REPORTPBF _____ PM 003-WAT WATER 01/19/2022 Comments1: AL'S 630-492-7635BF _____ AM 004-BKF BACKFILL 01/19/2022PBF _____ AM 005-REI REINSPECTION 01/20/2022 Comments1: CANCELLED DONE 1/19/22BC _____ PM 006-GPL GREEN PLATE INSPECTION 01/31/2022BF _____ AM 001-FTG FOOTING 20211685 3063 GRANDE TR 556 01/19/2022BF _____ PM 002-FOU FOUNDATION 01/20/2022 Comments1: MIDWEST 815-839-8175BF _____ AM 003-BKF BACKFILL 01/27/2022BF _____ AM 003-BKF BACKFILL 20211686 3053 GRANDE TR 558 01/04/2022 Comments1: MDW 815-839-8175
DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 23DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 23TIME: 10:58:03 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 01/01/2022 TO 01/31/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------PBF _____ PM 004-WAT WATER 01/05/2022 Comments1: 630-492-7635BC _____ 005-GPL GREEN PLATE INSPECTION 01/19/2022PBF _____ 006-PLU PLUMBING - UNDERSLAB 01/27/2022 Comments1: 331-223-6615BC _____ 001-FIN FINAL INSPECTION 20211692 530 FAIRHAVEN DR 47 01/18/2022 Comments1: PAVER PATIO AND PERGOLAGH 14:00 001-PHF POST HOLE - FENCE 20211702 547 COACH RD 414 01/03/2022BC _____ 001-FIN FINAL INSPECTION 20211703 306 E VETERANS PKWY 01/12/2022 Comments1: CANCEL/NOT READYBF _____ AM 001-FIN FINAL INSPECTION 20211714 2983 GRANDE TR 391 01/28/2022 Comments1: 773-492-1294BF _____ AM 002-FEL FINAL ELECTRIC 01/28/2022 Comments1: Will the inspector give a courtesy call Comments2: when en route? If so, the contact person Comments3: from Ailey Solar Electric will be Matt Comments4: Bart ?(224) 266-8687, or the main line aBF _____ 001-FIN FINAL INSPECTION 20211720 7665 S BRIDGE ST 01/07/2022 Comments1: SOLAR EDDY 801-837-4586/CANCELLEDBF _____ 002-FEL FINAL ELECTRIC 01/07/2022 Comments1: SOLAR/CANCELLEDBF _____ 003-FIN FINAL INSPECTION 01/13/2022 Comments1: SOLARBF _____ AM 004-FEL FINAL ELECTRIC 01/13/2022 Comments1: 801-837-4586 EDDYPR _____ PM 001-RFR ROUGH FRAMING 20211721 301 E KENDALL DR 01/20/2022PR _____ PM 002-REL ROUGH ELECTRICAL 01/20/2022PR _____ PM 003-RMC ROUGH MECHANICAL 01/20/2022PR _____ PM 004-PLR PLUMBING - ROUGH 01/20/2022BC _____ AM 001-OCC OCCUPANCY INSPECTION 20211729 201 E VETERANS PKWY 01/07/2022 Comments1: BETWEEN 9 AND NOON
DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 24DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 24TIME: 10:58:03 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 01/01/2022 TO 01/31/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BKF _____ 001-OCC OCCUPANCY INSPECTION 20211730 507 W KENDALL DR 01/05/2022BC _____ 002-OCC OCCUPANCY INSPECTION 01/06/2022 Comments1: SEE INSPECTION REPORTBC _____ 003-REI REINSPECTION 01/12/2022 Comments1: POP UP COVID OCCBF _____ AM 001-FIN FINAL INSPECTION 20211731 481 HONEYSUCKLE LN 154 01/14/2022 Comments1: SOLAR EDDY 801-837-4586BF _____ AM 002-FEL FINAL ELECTRIC 01/14/2022BC _____ 001-FTG FOOTING 20211732 841 GREENFIELD TURN 48 01/12/2022BF _____ AM 002-BKF BACKFILL 01/27/2022BC _____ AM 001-FTG FOOTING 20211747 541 ASHWORTH LN 517 01/21/2022BF _____ AM 002-FOU FOUNDATION 01/31/2022BC _____ AM 001-FTG FOOTING 20211750 2493 FAIRFIELD AVE 485 01/21/2022BF _____ AM 002-FOU FOUNDATION 01/24/2022BF _____ 001-FTG FOOTING 20211751 2001 PRAIRIE GRASS LN 45 01/27/2022 Comments1: 630-973-6699BF _____ 001-FTG FOOTING 20211752 936 HAYDEN DR 44 01/27/2022BC _____ AM 001-OCC OCCUPANCY INSPECTION 20211755 223 S BRIDGE ST 01/18/2022 Comments1: SEE INSPECTION REPORTBC _____ 001-PHF POST HOLE - FENCE 20211759 2867 CRYDER WAY 474 01/14/2022 Comments1: VIA E-MAILBC _____ AM 001-REL ROUGH ELECTRICAL 20220001 557 REDBUD DR 45 01/07/2022BC _____ AM 002-RFR ROUGH FRAMING 01/07/2022BC _____ 003-INS INSULATION 01/10/2022BF _____ AM 001-FTG FOOTING 20220002 2333 FAIRFIELD AVE 498 01/28/2022 Comments1: COMEX 847-551-9066BF _____ AM 001-FTG FOOTING 20220005 2264 FAIRFAX WAY 504 01/28/2022 Comments1: COMEX 847-551-9066
DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 25DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 25TIME: 10:58:03 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 01/01/2022 TO 01/31/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BC _____ 001-OCC OCCUPANCY INSPECTION 20220022 1304 GAME FARM RD C 01/18/2022BKF _____ 002-OCC OCCUPANCY INSPECTION 01/18/2022BC _____ AM 001-RFR ROUGH FRAMING 20220039 397 WINDHAM CIR 25 01/28/2022 Comments1: BASEMENTPBF _____ AM 004-PLR PLUMBING - ROUGH 01/28/2022 Comments1: BASEMENT/630-878-8244
DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 26DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 26TIME: 10:58:03 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 01/01/2022 TO 01/31/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------PERMIT TYPE SUMMARY: ADD ADDITION 3 BDO COMMERCIAL BUILD-OUT 5 BSM BASEMENT REMODEL 3 CCO COMMERCIAL OCCUPANCY PERMIT 8 DCK DECK 1 FNC FENCE 4 MSC MISCELLANEOUS 1 PRG PERGOLA 1 REM REMODEL 6 SFA SINGLE-FAMILY ATTACHED 162 SFD SINGLE-FAMILY DETACHED 262 SHD SHED/ACCESSORY BUILDING 1 SID SIDING 1 SOL SOLAR PANELS 21 WIN WINDOW REPLACEMENT 2INSPECTION SUMMARY: BKF BACKFILL 16 BSM BASEMENT FLOOR 8 EFL ENGINEERING - FINAL INSPECTION 40 ELE ELECTRIC SERVICE 8 ESW ENGINEERING - SEWER / WATER 6 FEL FINAL ELECTRIC 46 FIN FINAL INSPECTION 59 FME FINAL MECHANICAL 38 FOU FOUNDATION 10 FTG FOOTING 11 GAR GARAGE FLOOR 2 GPL GREEN PLATE INSPECTION 7 INS INSULATION 30 MIS MISCELLANEOUS 1 OCC OCCUPANCY INSPECTION 6 PHF POST HOLE - FENCE 3 PLF PLUMBING - FINAL OSR READY 37 PLR PLUMBING - ROUGH 25 PLU PLUMBING - UNDERSLAB 4 PPS PRE-POUR, SLAB ON GRADE 2 REI REINSPECTION 22 REL ROUGH ELECTRICAL 27 RFR ROUGH FRAMING 30 RMC ROUGH MECHANICAL 26 STP STOOP 4 WAT WATER 11 WSS WATER & STORM SEWER 2INSPECTOR SUMMARY: AS AMY SERBY, ENVIRONMENTAL KEN C 1 BC BOB CREADEUR 161
DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 27DATE: 01/31/2022 UNITED CITY OF YORKVILLE PAGE: 27TIME: 10:58:03 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 01/01/2022 TO 01/31/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------ BF B&F INSPECTOR CODE SERVICE 130 BKF BRISTOL KENDALL FIRE DEPT 2 EEI ENGINEERING ENTERPRISES 40 GH GINA HASTINGS 35 PBF BF PLUMBING INSPECTOR 82 PR PETER RATOS 28 PWK PUBLIC WORKS 2STATUS SUMMARY: A BC 1 C BC 9 C BF 16 C EEI 3 C PBF 3 E BC 3 E EEI 1 E PBF 1 I AS 1 I BC 102 I BF 67 I BKF 2 I EEI 5 I GH 35 I PBF 49 I PR 16 T BC 46 T BF 46 T EEI 30 T PBF 29 T PR 12 T PWK 2 V BF 1 V EEI 1REPORT SUMMARY: 481
DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 1DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 1TIME: 09:16:20 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 02/01/2022 TO 02/28/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BC _____ 006-FIN FINAL INSPECTION 20180141 515 W MADISON ST 2 02/28/2022BC _____ 007-FEL FINAL ELECTRIC 02/28/2022EEI _____ 020-EFL ENGINEERING - FINAL INSPE 20201583 2798 GAINS CT 184 02/25/2022NL _____ 002-FIN FINAL INSPECTION 20201873 258 WALSH CIR 112 02/28/2022NL _____ 002-FIN FINAL INSPECTION 20210002 424 SUTTON ST 226 02/28/2022 Comments1: FENCEBF _____ 009-RFR ROUGH FRAMING 20210149 3732 BAILEY RD 1355 02/10/2021 Comments1: SEE INSPECTION REPORTBF _____ 010-REL ROUGH ELECTRICAL 02/10/2022 Comments1: SEE INSPECTION REPORTBF _____ 011-RMC ROUGH MECHANICAL 02/10/2022 Comments1: SEE INSPECTION REPORTPBF _____ 012-PLR PLUMBING - ROUGH 02/10/2022PR _____ 013-INS INSULATION 02/15/2022BC _____ 010-RFR ROUGH FRAMING 20210150 3734 BAILEY RD 1354 02/03/2022BC _____ 011-REL ROUGH ELECTRICAL 02/03/2022BC _____ 012-RMC ROUGH MECHANICAL 02/03/2022PBF _____ 013-PLR PLUMBING - ROUGH 02/03/2022 Comments1: RESCHEDULED BY B&F FROM 2/2/22 TO 2/3/22 Comments2: . CHRIS 224-358-1606GH _____ 014-INS INSULATION 02/07/2022GH _____ 015-INS INSULATION 20210151 3736 BAILEY RD 1351 02/03/2022GH _____ 015-INS INSULATION 20210152 3738 BAILEY RD 1352 02/03/2022BC _____ 016-FIN FINAL INSPECTION 20210155 3724 BAILEY RD 1362 02/16/2022BC _____ 017-FEL FINAL ELECTRIC 02/16/2022BC _____ 018-FMC FINAL MECHANICAL 02/16/2022PBF _____ 019-PLF PLUMBING - FINAL OSR READ 02/16/2022 Comments1: GRANDE RESERVE -- ZACH-- 224-340-5860
DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 2DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 2TIME: 09:16:20 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 02/01/2022 TO 02/28/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------EEI _____ 020-EFL ENGINEERING - FINAL INSPE 02/16/2022 Comments1: WINTER CONDITIONSBC _____ 015-FIN FINAL INSPECTION 20210156 3726 BAILEY RD 1363 02/16/2022BC _____ 016-FEL FINAL ELECTRIC 02/16/2022BC _____ 017-FMC FINAL MECHANICAL 02/16/2022PBF _____ 018-PLF PLUMBING - FINAL OSR READ 02/16/2022 Comments1: GRANDE RESERVE -- ZACH 224-340-5860EEI _____ 019-EFL ENGINEERING - FINAL INSPE 02/16/2022 Comments1: WINTER CONDITIONSBC _____ 014-FIN FINAL INSPECTION 20210157 3728 BAILEY RD 1364 02/16/2022BC _____ 015-FEL FINAL ELECTRIC 02/16/2022BC _____ 016-FMC FINAL MECHANICAL 02/16/2022PBF _____ 017-PLF PLUMBING - FINAL OSR READ 02/16/2022 Comments1: GRANDE RESERVE - ZACH 224-340-5860EEI _____ 018-EFL ENGINEERING - FINAL INSPE 02/16/2022 Comments1: WINTER CONDITIONSEEI _____ 016-EFL ENGINEERING - FINAL INSPE 20210236 1152 KATE DR 240 02/17/2022PR _____ 017-FIN FINAL INSPECTION 02/16/2022PR _____ 018-FEL FINAL ELECTRIC 02/16/2022PR _____ 019-FME FINAL MECHANICAL 02/16/2022PR _____ 020-PLF PLUMBING - FINAL OSR READ 02/16/2022BC _____ 018-FIN FINAL INSPECTION 20210426 463 PARKSIDE LN 362 02/01/2022BC _____ 019-FEL FINAL ELECTRIC 02/01/2022BC _____ 020-FME FINAL MECHANICAL 02/01/2022PBF _____ 021-PLF PLUMBING - FINAL OSR READ 02/01/2022 Comments1: 847-456-8082EEI _____ 022-EFL ENGINEERING - FINAL INSPE 02/01/2022 Comments1: OK TO TEMP/NO PARKWAY TREE
DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 3DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 3TIME: 09:16:20 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 02/01/2022 TO 02/28/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------PBF _____ 023-REI REINSPECTION 02/03/2022 Comments1: 847-456-8082 FINAL PLUMBINGPR _____ AM 001-FIN FINAL INSPECTION 20210571 204 BOOMBAH BLVD 2 02/04/2022 Comments1: DENNIS 920 572-9422 MIDWEST REFRIDGEBF _____ PM 001-FIN FINAL INSPECTION 20210657 493 KELLY AVE 109 02/23/2022 Comments1: SOLAR GUILLERMO 801-500-2398 *CALL WHEN Comments2: ON YOUR WAY*BF _____ 002-FEL FINAL ELECTRIC 02/23/2022BC _____ 017-FIN FINAL INSPECTION 20210685 1292 HAWK HOLLOW DR 267-2 02/02/2022BC _____ 018-FEL FINAL ELECTRIC 02/02/2022BC _____ 019-FME FINAL MECHANICAL 02/02/2022PBF _____ 020-PLF PLUMBING - FINAL OSR READ 02/03/2022 Comments1: RESCHEDULED BY B&F FROM 2/2/22 TO 2/3/22 Comments2: . 630-549-9538 GEORGEBC _____ 021-REI REINSPECTION 02/03/2022 Comments1: FINAL MECHANICAL AND FRAME REINSPECTIONGH _____ 022-REI REINSPECTION 02/07/2022 Comments1: FINAL MECHANICAL AND FRAMEBC _____ 016-FIN FINAL INSPECTION 20210785 1284 HAWK HOLLOW DR 268 02/23/2022BC _____ 017-FEL FINAL ELECTRIC 02/23/2022BC _____ 018-FMC FINAL MECHANICAL 02/23/2022PBF _____ 019-PLF PLUMBING - FINAL OSR READ 02/23/2022 Comments1: RAINTREE -- 630-549-9538EEI _____ 020-EFL ENGINEERING - FINAL INSPE 02/23/2022 Comments1: WINTER CONDITIONS, OK TO TEMPBC _____ 015-FEL FINAL ELECTRIC 20210786 1282 HAWK HOLLOW DR 268 02/23/2022BC _____ 016-FMC FINAL MECHANICAL 02/23/2022BC _____ 017-FIN FINAL INSPECTION 02/23/2022PBF _____ 018-PLF PLUMBING - FINAL OSR READ 02/23/2022 Comments1: RAINTREE - 630-549-9538
DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 4DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 4TIME: 09:16:20 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 02/01/2022 TO 02/28/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------EEI _____ 019-EFL ENGINEERING - FINAL INSPE 02/23/2022 Comments1: WINTER CONDITIONS, OK TO TEMP. REPLACE Comments2: B-BOX CAP BEFORE FINAL INSP.GH _____ 012-INS INSULATION 20210892 1272 HAWK HOLLOW DR 2691 02/03/2022 Comments1: REINSPECT FRAME WITH INSULATIONGH _____ AM 013-STP STOOP 02/24/2022GH _____ 012-INS INSULATION 20210893 1274 HAWK HOLLOW DR 2691 02/03/2022GH _____ 013-STP STOOP 02/24/2022BF _____ 006-GPL GREEN PLATE INSPECTION 20210894 1244 HAWK HOLLOW DR 2722 02/11/2022 Comments1: RAINTREE VILLAGE - GEORGE 630-549-9538 ( Comments2: ((CANCELLED)))PR _____ 007-GPL GREEN PLATE INSPECTION 02/15/2022BF _____ 006-GPL GREEN PLATE INSPECTION 20210895 1242 HAWK HOLLOW DR 2722 02/11/2022 Comments1: RAINTREE VILLAGE - GEORGE 630-549-9538 ( Comments2: ((CANCELLED)))PR _____ 007-GPL GREEN PLATE INSPECTION 02/15/2022BC _____ 016-FIN FINAL INSPECTION 20210930 2263 RICHMOND AVE 441 02/01/2022BC _____ 017-FEL FINAL ELECTRIC 02/01/2022BC _____ 018-FME FINAL MECHANICAL 02/01/2022PBF _____ 019-PLF PLUMBING - FINAL OSR READ 02/01/2022 Comments1: 847-456-8082EEI _____ 020-EFL ENGINEERING - FINAL INSPE 02/01/2022 Comments1: OK TO TEMP--NEEDS PARKWAY TREE.EEI _____ 013-EFL ENGINEERING - FINAL INSPE 20210949 3121 JUSTICE DR 685 02/09/2022 Comments1: WINTER CONDITIONSBF _____ AM 014-FIN FINAL INSPECTION 02/10/2022BF _____ AM 016-FEL FINAL ELECTRIC 02/10/2022BF _____ AM 017-FMC FINAL MECHANICAL 02/10/2022PBF _____ AM 018-PLF PLUMBING - FINAL OSR READ 02/10/2022
DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 5DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 5TIME: 09:16:20 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 02/01/2022 TO 02/28/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BF _____ AM 002-FTG FOOTING 20210951 1264 HAWK HOLLOW DR 270-1 02/08/2022 Comments1: RAINTREE VILLAGE - 630-330-6705 -- JEFFBF _____ 003-BKF BACKFILL 02/22/2022 Comments1: 630-330-6705 jeff, RAINTREEPR _____ PM 004-ESW ENGINEERING - SEWER / WAT 02/25/2022 Comments1: VERUNA 630-387-2001BF _____ AM 002-FTG FOOTING 20210952 1262 HAWK HOLLOW DR 270-2 02/08/2022 Comments1: RAINTREE VILLAGE -- 630-330-6705 -- JEFFBF _____ AM 003-FOU FOUNDATION 02/11/2022 Comments1: RAINTREE VILLAGE - 630-340-6705 -- SEE I Comments2: NSPECTION REPORTBF _____ 004-BKF BACKFILL 02/22/2022 Comments1: 630-330-6705 jeff, RAINTREEPR _____ PM 005-ESW ENGINEERING - SEWER / WAT 02/25/2022 Comments1: VERUNA 630-387-2001BC _____ PM 003-FIN FINAL INSPECTION 20210959 2399 IROQUOIS LN 1 02/15/2022 Comments1: MIKE ZWIER 773-835-1358BC _____ 013-FIN FINAL INSPECTION 20211002 2463 JUSTICE CT 618 02/22/2022 Comments1: GRANDE RESERVE 224-358-1606BC _____ 014-FEL FINAL ELECTRIC 02/22/2022BC _____ 015-FME FINAL MECHANICAL 02/22/2022 Comments1: GRANDE RESERVE 224-358-1606PBF _____ 016-PLF PLUMBING - FINAL OSR READ 02/18/2022 Comments1: GRANDE RESERVE 224-358-1606EEI _____ 017-EFL ENGINEERING - FINAL INSPE 02/18/2022BC _____ 014-FIN FINAL INSPECTION 20211003 2461 JUSTICE CT 617 02/18/2022 Comments1: GRANDE RESERVE 224-358-1606BC _____ 015-FEL FINAL ELECTRIC 02/18/2022BC _____ 016-FME FINAL MECHANICAL 02/18/2022PBF _____ 017-PLF PLUMBING - FINAL OSR READ 02/18/2022 Comments1: GRANDE RESERVE 224-358-1606
DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 6DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 6TIME: 09:16:20 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 02/01/2022 TO 02/28/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------EEI _____ 018-EFL ENGINEERING - FINAL INSPE 02/18/2022BC _____ PM 012-GAR GARAGE FLOOR 20211012 840 ALEXANDRA LN 40 02/15/2022 Comments1: GARY-630-977-1868EEI _____ 013-EFL ENGINEERING - FINAL INSPE 20211036 3105 JUSTICE DR 683 02/08/2022 Comments1: WINTER CONDITIONS, OK TO TEMPBF _____ AM 014-FIN FINAL INSPECTION 02/10/2022BF _____ AM 015-FEL FINAL ELECTRIC 02/10/2022BF _____ AM 016-FMC FINAL MECHANICAL 02/10/2022PBF _____ AM 017-PLF PLUMBING - FINAL OSR READ 02/10/2022BF _____ 016-FIN FINAL INSPECTION 20211037 2243 RICHMOND AVE 442 02/10/2022 Comments1: LENNAR 847-456-8082 RAINTREEBF _____ 017-FEL FINAL ELECTRIC 02/10/2022 Comments1: LENNAR 847-456-8082 RAINTREEBF _____ 018-FME FINAL MECHANICAL 02/10/2022 Comments1: LENNAR 847-456-8082 RAINTREEPBF _____ 019-PLF PLUMBING - FINAL OSR READ 02/10/2022 Comments1: LENNAR 847-456-8082 RAINTREEEEI _____ 020-EFL ENGINEERING - FINAL INSPE 02/10/2022 Comments1: PARKWAY TREEPR _____ 016-FIN FINAL INSPECTION 20211038 2223 RICHMOND AVE 443 02/16/2022PR _____ 017-FEL FINAL ELECTRIC 02/16/2022PR _____ 018-FMC FINAL MECHANICAL 02/16/2022PR _____ 019-PLF PLUMBING - FINAL OSR READ 02/16/2022 Comments1: RAINTREE VILLAGE -- 630-549-9538EEI _____ 020-EFL ENGINEERING - FINAL INSPE 02/16/2022 Comments1: WINTER CONDITIONSEEI _____ 016-EFL ENGINEERING - FINAL INSPE 20211039 2203 RICHMOND AVE 444 02/23/2022 Comments1: WINTER CONDITIONS, OK TO TEMP. INTERIOR Comments2: LOTBC _____ 017-FIN FINAL INSPECTION 02/24/2022
DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 7DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 7TIME: 09:16:20 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 02/01/2022 TO 02/28/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BC _____ 018-FEL FINAL ELECTRIC 02/24/2022BC _____ 019-FMC FINAL MECHANICAL 02/24/2022PBF _____ AM 020-PLF PLUMBING - FINAL OSR READ 02/24/2022 Comments1: JEFF RAINTREE 847-456-8082BF _____ 008-RFR ROUGH FRAMING 20211043 2091 COUNTRY HILLS DR 449 02/18/2022 Comments1: RAINTREE VILLAGE -- 630-549-9538BF _____ 009-REL ROUGH ELECTRICAL 02/18/2022 Comments1: RAINTREE VILLAGE -- 630-549-9538BF _____ 010-RMC ROUGH MECHANICAL 02/18/2022 Comments1: RAINTREE VILLAGE -- 630-549-9538PBF _____ 011-PLR PLUMBING - ROUGH 02/18/2022 Comments1: RAINTREE VILLAGE -- 630-549-9538GH _____ 012-INS INSULATION 02/22/2022PR _____ 006-RFR ROUGH FRAMING 20211044 2101 COUNTRY HILLS DR 448 02/07/2022PR _____ 007-RMC ROUGH MECHANICAL 02/07/2022PR _____ 008-REL ROUGH ELECTRICAL 02/07/2022PBF _____ 009-PLR PLUMBING - ROUGH 02/07/2022 Comments1: 847-456-8082GH _____ 010-INS INSULATION 02/09/2022 Comments1: SEE INSPECTION REPORTGH _____ 013-FIN FINAL INSPECTION 20211099 2102 WHITEKIRK LN 104 02/11/2022 Comments1: DAVE 630-800-9005GH _____ 014-FEL FINAL ELECTRIC 02/11/2022 Comments1: DAVE 630-800-9005GH _____ 015-FME FINAL MECHANICAL 02/11/2022 Comments1: DAVE 630-800-9005PBF _____ 016-PLF PLUMBING - FINAL OSR READ 02/11/2022 Comments1: DAVE 630-800-9005 PRESTWICKEEI _____ 017-EFL ENGINEERING - FINAL INSPE 02/10/2022 Comments1: WINTER CONDITIONS
DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 8DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 8TIME: 09:16:20 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 02/01/2022 TO 02/28/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------EEI _____ 016-EFL ENGINEERING - FINAL INSPE 20211100 2068 ABERDEEN CT 102 02/16/2022BC _____ 017-FIN FINAL INSPECTION 02/24/2022BC _____ 018-FEL FINAL ELECTRIC 02/24/2022BC _____ 019-FMC FINAL MECHANICAL 02/24/2022PBF _____ 020-PLF PLUMBING - FINAL OSR READ 02/24/2022 Comments1: SEE INSPECTION REPORTPR _____ 001-ESW ENGINEERING - SEWER / WAT 20211120 1376 SPRING ST 216 02/24/2022 Comments1: JOHN SOPRIS 630-546-8057GH _____ AM 013-STP STOOP 20211121 2466 JUSTICE CT 621 02/15/2022PR _____ AM 001-REL ROUGH ELECTRICAL 20211131 1537 STONERIDGE CT 63 02/08/2022PR _____ AM 002-RFR ROUGH FRAMING 02/08/2022GH _____ 012-STP STOOP 20211140 1106 CARLY DR 27 02/24/2022 Comments1: FRONTGH _____ AM 011-GAR GARAGE FLOOR 20211141 966 S CARLY CIR 104 02/24/2022GH _____ AM 012-STP STOOP 20211180 1153 HAWK HOLLOW DR 306 02/24/2022GH _____ AM 012-STP STOOP 20211181 1155 HAWK HOLLOW DR 306 02/24/2022PR _____ 007-RFR ROUGH FRAMING 20211182 1157 HAWK HOLLOW DR 306 02/07/2022PR _____ 008-REL ROUGH ELECTRICAL 02/07/2022PR _____ 009-RMC ROUGH MECHANICAL 02/07/2022PBF _____ 010-PLR PLUMBING - ROUGH 02/07/2022GH _____ 011-INS INSULATION 02/10/2022 Comments1: SEE INSPECTION REPORTGH _____ AM 012-STP STOOP 02/24/2022 Comments1: NEED TO ADD HEATGH _____ 008-GPL GREEN PLATE INSPECTION 20211209 2266 RICHMOND AVE 472 02/10/2022 Comments1: LENNAR 847-456-8082 RAINTREENL _____ PM 009-PHD POST HOLE - DECK 02/25/2022
DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 9DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 9TIME: 09:16:20 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 02/01/2022 TO 02/28/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BC _____ 008-GPL GREEN PLATE INSPECTION 20211210 2252 RICHMOND AVE 471 02/03/2022NL _____ AM 009-PHD POST HOLE - DECK 02/25/2022NL _____ AM 013-PHD POST HOLE - DECK 20211211 2201 COUNTRY HILL DR 470 02/25/2022BF _____ 008-RFR ROUGH FRAMING 20211212 2221 COUNTRY HILLS DR 469 02/15/2022BF _____ 009-REL ROUGH ELECTRICAL 02/15/2022BF _____ 010-RMC ROUGH MECHANICAL 02/15/2022PBF _____ 011-PLR PLUMBING - ROUGH 02/15/2022 Comments1: RAINTREE VILLAGE -- 630-549-9538BC _____ 012-INS INSULATION 02/17/2022NL _____ AM 013-PHD POST HOLE - DECK 02/25/2022BC _____ 014-FIN FINAL INSPECTION 20211242 4819 W MILLBROOK CIR 152 02/14/2022 Comments1: ANDREW 331-431-7342 GRANDE RESERVEBC _____ 015-FEL FINAL ELECTRIC 02/14/2022 Comments1: ANDREW 331-431-7342 GRANDE RESERVEBC _____ 016-FMC FINAL MECHANICAL 02/14/2022 Comments1: ANDREW 331-431-7342 GRANDE RESERVEPBF _____ 017-PLF PLUMBING - FINAL OSR READ 02/14/2022 Comments1: ANDREW 331-431-7342 GRANDE RESERVEEEI _____ 018-EFL ENGINEERING - FINAL INSPE 02/14/2022EEI _____ 014-EFL ENGINEERING - FINAL INSPE 20211243 2719 POTTER CT 141 02/25/2022 Comments1: WINTER CONDITIONS/OK TO TEMPBC _____ 015-FIN FINAL INSPECTION 02/25/2022BC _____ 016-FEL FINAL ELECTRIC 02/25/2022BC _____ 017-FMC FINAL MECHANICAL 02/25/2022PBF _____ 018-PLF PLUMBING - FINAL OSR READ 02/25/2022 Comments1: GRANDE RESERVE -- 331-431-7342EEI _____ 014-EFL ENGINEERING - FINAL INSPE 20211244 2902 ALDEN AVE 323 02/11/2022 Comments1: WINTER CONDITIONS
DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 10DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 10TIME: 09:16:20 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 02/01/2022 TO 02/28/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BF _____ 015-FIN FINAL INSPECTION 02/18/2022 Comments1: GRANDE RESERVE - LALO 224-575-6665BF _____ 016-FEL FINAL ELECTRIC 02/18/2022BF _____ 017-FMC FINAL MECHANICAL 02/18/2022PBF _____ 018-PLF PLUMBING - FINAL OSR READ 02/18/2022 Comments1: GRANDE RESERVE -- LALO 224-575-6665EEI _____ 013-EFL ENGINEERING - FINAL INSPE 20211245 2898 ROOD ST 303 02/11/2022 Comments1: WINTER CONDITIONSBF _____ 014-FIN FINAL INSPECTION 02/17/2022 Comments1: GRANDE RESERVE - LALO 224-575-6665BF _____ 015-FEL FINAL ELECTRIC 02/17/2022BF _____ 016-FMC FINAL MECHANICAL 02/17/2022PBF _____ 017-PLF PLUMBING - FINAL OSR READ 02/17/2022 Comments1: GRANDE RESERVE - 224-575-6665GH _____ 007-GPL GREEN PLATE INSPECTION 20211246 621 ASHWORTH LN 513 02/10/2022 Comments1: LENNAR 847-456-8082 RAINTREE -- SEE INSP Comments2: ECTION REPORTPR _____ 012-FIN FINAL INSPECTION 20211257 802 ALEXANDRA LN 19 02/15/2022PR _____ 013-FEL FINAL ELECTRIC 02/15/2022PR _____ 014-FMC FINAL MECHANICAL 02/15/2022PR _____ 015-PLF PLUMBING - FINAL OSR READ 02/15/2022EEI _____ 016-EFL ENGINEERING - FINAL INSPE 02/15/2022 Comments1: WINTER CONDITIONSPBF _____ 013-REI REINSPECTION 20211272 4822 W MILLBROOK CIR 11 02/04/2022 Comments1: REINSPECT ROUGH PLUMBING -- 331-431-7342GH _____ PM 014-GAR GARAGE FLOOR 02/09/2022GH _____ PM 015-STP STOOP 02/09/2022GH _____ 003-REI REINSPECTION 20211278 568 POPLAR DR 151 02/14/2022 Comments1: ROOF FINAL -- AUSTIN 815-280-8501
DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 11DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 11TIME: 09:16:20 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 02/01/2022 TO 02/28/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BF _____ 007-RFR ROUGH FRAMING 20211290 2464 JUSTICE CT 622 02/07/2022 Comments1: CHRIS 224-358-1606 GRANDE RESERVEBF _____ 008-REL ROUGH ELECTRICAL 02/07/2022 Comments1: CHRIS 224-358-1606 GRANDE RESERVEBF _____ 009-RMC ROUGH MECHANICAL 02/07/2022 Comments1: CHRIS 224-358-1606 GRANDE RESERVEPBF _____ 010-PLR PLUMBING - ROUGH 02/07/2022 Comments1: CHRIS 224-358-1606 GRANDE RESERVEGH _____ 012-INS INSULATION 02/14/2022PR _____ AM 013-STP STOOP 02/15/2022BC _____ 007-RFR ROUGH FRAMING 20211291 2462 JUSTICE CT 623 02/14/2022BC _____ 008-REL ROUGH ELECTRICAL 02/14/2022BC _____ 009-RMC ROUGH MECHANICAL 02/14/2022PBF _____ 010-PLR PLUMBING - ROUGH 02/14/2022 Comments1: GRANDE RESERVE -224-358-1606BF _____ 011-INS INSULATION 02/16/2022GH _____ 015-FIN FINAL INSPECTION 20211308 2082 WHITEKIRK LN 99 02/07/2022GH _____ 016-FEL FINAL ELECTRIC 02/07/2022GH _____ 017-FMC FINAL MECHANICAL 02/07/2022PBF _____ 018-PLF PLUMBING - FINAL OSR READ 02/07/2022GH _____ 007-GPL GREEN PLATE INSPECTION 20211309 2274 RICHMOND AVE 473 02/10/2022 Comments1: LENNAR 847-456-8082 RAINTREE --SEE INSPE Comments2: CTION REPORTNL _____ PM 008-PHD POST HOLE - DECK 02/25/2022GH _____ 007-GPL GREEN PLATE INSPECTION 20211312 2282 RICHMOND AVE 474 02/10/2022 Comments1: LENNAR 847-456-8082 RAINTREEBF _____ AM 008-BSM BASEMENT FLOOR 02/25/2022 Comments1: RAINTREE COMEX 847-551-9066NL _____ PM 009-PHD POST HOLE - DECK 02/25/2022
DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 12DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 12TIME: 09:16:20 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 02/01/2022 TO 02/28/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BC _____ 005-GPL GREEN PLATE INSPECTION 20211318 2288 RICHMOND AVE 475 02/16/2022 Comments1: JEFF, RAINTREE 847-456-8082GH _____ 007-GPL GREEN PLATE INSPECTION 20211319 581 ASHWORTH LN 515 02/24/2022 Comments1: CHECK GARAGE AT ROUGHBC _____ 007-RFR ROUGH FRAMING 20211329 4838 W MILLBROOK CIR 9 02/04/2022BC _____ 008-REL ROUGH ELECTRICAL 02/04/2022BC _____ 009-RMC ROUGH MECHANICAL 02/04/2022PBF _____ 010-PLR PLUMBING - ROUGH 02/04/2022 Comments1: 331-431-7342GH _____ 011-INS INSULATION 02/08/2022GH _____ 012-GAR GARAGE FLOOR 02/14/2022 Comments1: HANNAH 815-839-8175BF _____ AM 014-STP STOOP 02/16/2022 Comments1: FRONT -- HANNAH 815-839-8175PBF _____ AM 004-WAT WATER 20211332 4028 BRADY ST 6 02/11/2022 Comments1: GRANDE RESERVE -- JENNIFER 630-364-8785PBF _____ AM 004-WAT WATER 20211333 4026 BRADY ST 6 02/11/2022 Comments1: GRANDE RESERVE -- JENNIFER 630-364-8785PBF _____ AM 008-WAT WATER 20211334 4003 BRADY ST 8 02/10/2022 Comments1: GRANDE RESERVE - 630-364-8785BF _____ AM 010-RFR ROUGH FRAMING 20211336 4043 BRADY ST 10 02/09/2022 Comments1: GRANDE RESERVE -- 630-365-7229BF _____ AM 011-REL ROUGH ELECTRICAL 02/09/2022BF _____ AM 012-RMC ROUGH MECHANICAL 02/09/2022 Comments1: GRANDE RESERVE -- 630-365-7229PBF _____ 013-PLR PLUMBING - ROUGH 02/10/2022BF _____ AM 014-INS INSULATION 02/14/2022 Comments1: GRANDE RESERVE -- 630-365-7229BF _____ AM 010-RFR ROUGH FRAMING 20211337 4045 BRADY ST 10 02/09/2022 Comments1: GRANDE RESERVE -- 630-365-7229
DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 13DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 13TIME: 09:16:20 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 02/01/2022 TO 02/28/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BF _____ AM 011-REL ROUGH ELECTRICAL 02/09/2022BF _____ AM 012-RMC ROUGH MECHANICAL 02/09/2022PBF _____ AM 013-PLR PLUMBING - ROUGH 02/09/2022 Comments1: GRANDE RESERVE -- 630-365-7229BF _____ AM 014-INS INSULATION 02/14/2022 Comments1: RAINTREE VILLAGE 630-365-7229BF _____ AM 010-RFR ROUGH FRAMING 20211338 4065 BRADY ST 11 02/24/2022 Comments1: GRANDE RESERVE -- 630-365-7229 SEE INSP Comments2: ECTION REPORTBF _____ AM 011-REL ROUGH ELECTRICAL 02/24/2022 Comments1: SEE INSPECTION REPORTBF _____ AM 012-RMC ROUGH MECHANICAL 02/24/2022PBF _____ AM 013-PLR PLUMBING - ROUGH 02/24/2022 Comments1: GRANDE RESERVE -- 630-365-7229BF _____ AM 014-REI REINSPECTION 02/28/2022 Comments1: ROUGH BUILDING AND ELECTRICAL 630-365-72 Comments2: 29BF _____ AM 010-RFR ROUGH FRAMING 20211339 4063 BRADY ST 11 02/24/2022 Comments1: GRANDE RESERVE -- 630-365-7229 SEE INSPE Comments2: CTION REPORTBF _____ AM 011-REL ROUGH ELECTRICAL 02/24/2022 Comments1: SEE INSPECTION REPORTBF _____ AM 012-RMC ROUGH MECHANICAL 02/24/2022PBF _____ AM 013-PLR PLUMBING - ROUGH 02/24/2022 Comments1: GRANDE RESERVE -- 630-365-7229BF _____ AM 014-REI REINSPECTION 02/28/2022 Comments1: ROUGH BUILDING AND ELECTRICAL 630-365-7 Comments2: 229BF _____ 009-REI REINSPECTION 20211361 4097 BRADY ST 13 02/03/2022 Comments1: REINSPECT ELECTRIC SERVICE 630-365-7229BF _____ PM 010-REI REINSPECTION 02/04/2022 Comments1: REINSPECT ELECTRIC SERVICE 630-365-7229
DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 14DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 14TIME: 09:16:20 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 02/01/2022 TO 02/28/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BF _____ AM 009-REI REINSPECTION 20211362 4099 BRADY ST 13 02/03/2022 Comments1: REINSPECT ELECTRIC SERVICE - 630-365-722 Comments2: 9BF _____ PM 010-REI REINSPECTION 02/04/2022 Comments1: REINSPECT ELECTRIC SERVICE -- 630-365-72 Comments2: 29BF _____ AM 001-FTG FOOTING 20211397 3155 JUSTICE DR 695 02/22/2022 Comments1: CHRIS 224-358-1606 GRANDE RESERVEBC _____ 002-FTG FOOTING 02/24/2022BF _____ AM 001-FTG FOOTING 20211398 3151 JUSTICE DR 694 02/22/2022 Comments1: CHRIS 224-358-1606 GRANDE RESERVEBF _____ AM 002-FOU FOUNDATION 02/25/2022 Comments1: GRANDE RESERVE -- 630-453-9281BC _____ 011-REI REINSPECTION 20211400 3361 SEELEY ST 805 02/03/2022 Comments1: ROUGHS FRAME, MECH, ELECPBF _____ 012-REI REINSPECTION 02/03/2022 Comments1: B&F RESCHEDULED FROM 2/2/22 TO 2/3/22. R Comments2: OUGH PLUMB 224-358-1606GH _____ 013-INS INSULATION 02/03/2022BC _____ AM 014-GAR GARAGE FLOOR 02/15/2022BC _____ 007-RFR ROUGH FRAMING 20211401 3365 SEELEY ST 806 02/25/2022BC _____ 008-REL ROUGH ELECTRICAL 02/25/2022BC _____ 009-RMC ROUGH MECHANICAL 02/25/2022 Comments1: CHRIS 224-358-1606 GRANDE RESERVEPBF _____ 010-PLR PLUMBING - ROUGH 02/25/2022 Comments1: GRANDE RESERVE CHRIS 224-358-1606PBF _____ AM 004-WAT WATER 20211411 4006 BRADY ST 7 02/14/2022 Comments1: GRANDE RESERVE -- 630-364-8785PBF _____ AM 004-WAT WATER 20211412 4008 BRADY ST 7 02/14/2022 Comments1: GRANDE RESERVE -- 630-364-8785PBF _____ PM 005-ESW ENGINEERING - SEWER / WAT 20211435 2182 FAIRFAX WAY 510 02/01/2022
DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 15DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 15TIME: 09:16:20 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 02/01/2022 TO 02/28/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------GH _____ 006-GPL GREEN PLATE INSPECTION 20211455 3106 JUSTICE DR 625 02/08/2022GH _____ PM 006-GPL GREEN PLATE INSPECTION 20211456 3104 JUSTICE DR 626 02/28/2022BF _____ 009-RFR ROUGH FRAMING 20211480 4814 W MILLBROOK CIR 12 02/18/2022 Comments1: GRANDE RESERVE -- 630-549-9538BF _____ 010-REL ROUGH ELECTRICAL 02/18/2022 Comments1: GRANDE RESERVE -- 630-549-9538BF _____ 011-RMC ROUGH MECHANICAL 02/18/2022 Comments1: GRANDE RESERVE -- 630-549-9538PBF _____ 012-PLR PLUMBING - ROUGH 02/18/2022 Comments1: GRANDE RESERVE -- 630-549-9538GH _____ 013-INS INSULATION 02/22/2022 Comments1: GRANDE RESERVE -- 630-549-9538BF _____ AM 001-FTG FOOTING 20211483 641 ASHWORTH LN 512 02/16/2022 Comments1: RAINTREE -- JUAN 847-551-9066BF _____ AM 002-FOU FOUNDATION 02/18/2022 Comments1: RAINTREE -- JUAN 847-551-9066 FOUNDATION Comments2: NOT READY FOR INSPECTIONBC _____ 003-REI REINSPECTION 02/24/2022 Comments1: FOUNDATIONPR _____ 004-ESW ENGINEERING - SEWER / WAT 02/28/2022BC _____ 006-GPL GREEN PLATE INSPECTION 20211484 2276 FAIRFAX WAY 503 02/25/2022GH _____ 003-REI REINSPECTION 20211490 2543 LYMAN LOOP 26 02/14/2022 Comments1: FINAL ROOF--AUSTIN 815-280-8501PR _____ 007-RFR ROUGH FRAMING 20211528 2142 WHITEKIRK LN 107 02/07/2022 Comments1: STEVE 630-546-1085 PRESTWICK **ANCHOR BO Comments2: LTS MISSING GREASE--REINSPECT AT INSULAT Comments3: ION**PR _____ 008-REL ROUGH ELECTRICAL 02/07/2022 Comments1: STEVE 630-546-1085 PRESTWICKPR _____ 009-RMC ROUGH MECHANICAL 02/07/2022 Comments1: STEVE 630-546-1085 PRESTWICKPBF _____ 010-PLR PLUMBING - ROUGH 02/07/2022 Comments1: STEVE 630-546-1085 PRESTWICK
DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 16DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 16TIME: 09:16:20 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 02/01/2022 TO 02/28/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------GH _____ 011-INS INSULATION 02/09/2022 Comments1: STEVE 630-546-1085 PRESTWICK **ANCHOR BO Comments2: LTS MISSING GREASE--REINSPECT AT INSULAT Comments3: ION** ANCHOR BOLTS STILL MISSING AT GARA Comments4: GE - CHECK ON FINALGH _____ AM 012-STP STOOP 02/10/2022GH _____ AM 010-STP STOOP 20211529 2162 WHITEKIRK LN 108 02/10/2022 Comments1: FRONTBC _____ 011-RFR ROUGH FRAMING 02/15/2022 Comments1: COMPLETE TRUSS BRACING & SECURELY NAIL E Comments2: XISTING BRACES, INSTALL BOLTS IN POST/BE Comments3: AM CONNECTION IN BASEMENTBC _____ 012-REL ROUGH ELECTRICAL 02/15/2022BC _____ 013-RMC ROUGH MECHANICAL 02/15/2022PBF _____ 014-PLR PLUMBING - ROUGH 02/15/2022 Comments1: STEVE 630-546-1085BC _____ 015-INS INSULATION 02/17/2022 Comments1: STEVE 630-546-1085BC _____ AM 016-REI REINSPECTION 02/16/2022 Comments1: ROUGH FRAMIN FAILED ON 2-15-2022GH _____ AM 013-STP STOOP 20211530 2112 WHITEKIRK LN 105 02/10/2022 Comments1: FRONTGH _____ AM 013-STP STOOP 20211531 2122 WHITEKIRK LN 106 02/10/2022BC _____ 001-FIN FINAL INSPECTION 20211539 115 E KENDALL DR 13 02/15/2022 Comments1: WINDOWS 708-267-9873GH _____ AM 007-GAR GARAGE FLOOR 20211573 2881 ALDEN AVE 293 02/01/2022GH _____ AM 008-STP STOOP 02/01/2022 Comments1: FRONT AND BACKBF _____ 009-RFR ROUGH FRAMING 02/10/2022 Comments1: 331-223-6615BF _____ 010-REL ROUGH ELECTRICAL 02/10/2022BF _____ 011-RMC ROUGH MECHANICAL 02/10/2022
DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 17DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 17TIME: 09:16:20 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 02/01/2022 TO 02/28/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------PBF _____ 012-PLR PLUMBING - ROUGH 02/10/2022 Comments1: 331-223-6615GH _____ 013-INS INSULATION 02/14/2022PBF _____ PM 007-ESW ENGINEERING - SEWER / WAT 20211605 2056 DUNBAR CT 94 02/01/2022 Comments1: MIKE 815-210-3338BF _____ 008-RFR ROUGH FRAMING 02/22/2022 Comments1: STEVE PRESTWICK 630-546-1085BF _____ 009-REL ROUGH ELECTRICAL 02/22/2022 Comments1: STEVE PRESTWICK 630-546-1085BF _____ 010-RMC ROUGH MECHANICAL 02/22/2022 Comments1: STEVE PRESTWICK 630-546-1085PBF _____ 011-PLR PLUMBING - ROUGH 02/22/2022 Comments1: STEVE PRESTWICK 630-546-1085GH _____ 012-INS INSULATION 02/28/2022 Comments1: STEVE PRESTWICK 630-546-1085BF _____ 008-RFR ROUGH FRAMING 20211607 3002 MCLELLAN BLVD 526 02/17/2022 Comments1: 331-223-6615BF _____ 009-REL ROUGH ELECTRICAL 02/17/2022BF _____ 010-RMC ROUGH MECHANICAL 02/17/2022PBF _____ 011-PLR PLUMBING - ROUGH 02/17/2022 Comments1: RYAN 331-223-6615, GRANDE RESERVEGH _____ 012-INS INSULATION 02/21/2022BF _____ PM 013-GAR GARAGE FLOOR 02/15/2022 Comments1: GRANDE RESERVE, MIDWEST 815-839-8175BF _____ AM 014-STP STOOP 02/16/2022 Comments1: FRONT STOOP - HANNAH-815-839-8175BC _____ 001-FIN FINAL INSPECTION 20211667 217 W ELIZABETH ST 02/22/2022 Comments1: WINDOWSGH _____ PM 001-PHF POST HOLE - FENCE 20211672 2251 FAIRFAX WAY 376 02/14/2022 Comments1: MIKE 630-406-8410, EXT 208NL _____ PM 002-PHF POST HOLE - FENCE 02/28/2022 Comments1: (((((CANCELLED))))))
DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 18DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 18TIME: 09:16:20 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 02/01/2022 TO 02/28/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BC _____ 005-GPL GREEN PLATE INSPECTION 20211676 2722 POTTER CT 145 02/02/2022PBF _____ AM 006-PLU PLUMBING - UNDERSLAB 02/11/2022 Comments1: GRANDE RESERVE -- ANDREW 331-431-7342BF _____ PM 007-BSM BASEMENT FLOOR 02/11/2022 Comments1: GRANDE HANNAH 815-839-8175NL 09:00 AM 001-PHF POST HOLE - FENCE 20211681 2034 GLENEAGLES DR 87 02/16/2022NL _____ AM 002-FIN FINAL INSPECTION 02/23/2022PBF _____ 007-PLU PLUMBING - UNDERSLAB 20211683 2892 ROOD ST 304 02/09/2022 Comments1: 331-223-6615 ANDREW - GRANDE RESERVEGH _____ PM 008-BSM BASEMENT FLOOR 02/09/2022GH _____ AM 005-GPL GREEN PLATE INSPECTION 20211685 3063 GRANDE TR 556 02/08/2022 Comments1: GRANDE RESERVE -- 331-223-6615PBF _____ AM 007-WAT WATER 02/09/2022 Comments1: GRANDE RESERVE 630-492-7635PBF _____ 008-PLU PLUMBING - UNDERSLAB 02/15/2022 Comments1: GRANDE RESERVE - JAMES -331-223-6615BF _____ AM 009-BSM BASEMENT FLOOR 02/16/2022 Comments1: HANNAH 815-839-8175BF _____ PM 007-BSM BASEMENT FLOOR 20211686 3053 GRANDE TR 558 02/07/2022 Comments1: MIDWEST 815-839-6175GH _____ AM 008-STP STOOP 02/22/2022 Comments1: MIDWEST 815-839-8175GH _____ AM 014-GAR GARAGE FLOOR 02/28/2022BF _____ AM 001-FIN FINAL INSPECTION 20211691 576 WARBLER LN 353 02/18/2022 Comments1: SOLAR PHIL 518-859-6282 *PLEASE CALL WHE Comments2: N ON YOUR WAY* **** CANCELLED 2/18/22*** Comments3: **BF _____ AM 002-FEL FINAL ELECTRIC 02/18/2022 Comments1: ***CANCELLED 2/18/22***BF _____ PM 003-FIN FINAL INSPECTION 02/22/2022 Comments1: PM SOLAR PHIL 518-859-6282 **PLEASE CALL Comments2: WHEN ON YOUR WAY**
DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 19DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 19TIME: 09:16:20 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 02/01/2022 TO 02/28/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BF _____ PM 004-FEL FINAL ELECTRIC 02/22/2022 Comments1: SOLARPR _____ 001-FIN FINAL INSPECTION 20211694 1654 WALSH DR 24 02/16/2022 Comments1: NO ICE & WATER INSPECTION CONDUCTEDPR _____ PM 001-RFR ROUGH FRAMING 20211709 1212 HAWK HOLLOW DR 02/08/2022 Comments1: BASEMENTPR _____ PM 002-REL ROUGH ELECTRICAL 02/08/2022 Comments1: BASEMENTPR _____ PM 003-RMC ROUGH MECHANICAL 02/08/2022 Comments1: BASEMENTBC _____ 004-FIN FINAL INSPECTION 02/17/2022BC _____ 005-FEL FINAL ELECTRIC 02/17/2022BC _____ 006-FME FINAL MECHANICAL 02/17/2022BF _____ AM 001-FTG FOOTING 20211710 2712 NICKERSON CT 166 02/11/2022 Comments1: GRANDE RESERVE - HANNAH --815-839-8175-- Comments2: SEE INSPECTION REPORTBC _____ PM 002-FOU FOUNDATION 02/14/2022PBF _____ PM 003-WAT WATER 02/17/2022 Comments1: AL'S 630-492-7635 CANCELLED 2/17/2022PBF _____ PM 004-WAT WATER 02/18/2022 Comments1: AL'S 630-492-7365 *** CANCELLED 2-18-22* Comments2: **BF _____ AM 005-BKF BACKFILL 02/22/2022 Comments1: MIDWEST 815-839-8175BF _____ PM 001-FTG FOOTING 20211711 3020 MCLELLAN BLVD 528 02/09/2022 Comments1: MIDWEST 815-839-8175, GRANDE RESERVEBF _____ PM 002-FOU FOUNDATION 02/10/2022 Comments1: GRANDE RESERVE -- 815-839-8175BF _____ PM 003-BKF BACKFILL 02/14/2022 Comments1: GRANDE RESERVE -- HANNAH 815-839-8175PBF 13:00 PM 004-WAT WATER 02/16/2022 Comments1: AL'S630-492-7635
DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 20DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 20TIME: 09:16:20 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 02/01/2022 TO 02/28/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BC _____ 005-GPL GREEN PLATE INSPECTION 02/25/2022 Comments1: ANCHOR BOLTSBF _____ PM 001-FTG FOOTING 20211725 3012 MCLELLAN BLVD 527 02/15/2022 Comments1: GRANDE RESERVE, MIDWEST 815-839-8175 (( Comments2: CANCELLED))))BF _____ AM 002-FTG FOOTING 02/16/2022 Comments1: GRANDE RESERVE, MIDWEST 815-839-8175BF _____ PM 003-FOU FOUNDATION 02/17/2022 Comments1: MIDWEST, GRANDE RESEVE 815-839-8175BF _____ AM 004-BKF BACKFILL 02/24/2022PR _____ PM 005-WAT WATER 02/25/2022 Comments1: AL'S 630-492-7635BF _____ PM 001-FTG FOOTING 20211726 2885 ROOD ST 320 02/23/2022 Comments1: GRANDE RESERVE -- 815-839-8175**NO CHARG Comments2: E FOR REI**BF _____ PM 002-FOU FOUNDATION 02/02/2022 Comments1: GRANDE RESERVE -- 815-839-8175PBF _____ 003-ESW ENGINEERING - SEWER / WAT 20211732 841 GREENFIELD TURN 48 02/01/2022 Comments1: BOB 630-918-2348BF _____ AM 003-BKF BACKFILL 20211747 541 ASHWORTH LN 517 02/04/2022PBF _____ PM 004-ESW ENGINEERING - SEWER / WAT 02/11/2021 Comments1: RAINTREE VILLAGE -- 630-387-2001BC _____ AM 003-BKF BACKFILL 20211750 2493 FAIRFIELD AVE 485 02/01/2022PBF _____ PM 004-ESW ENGINEERING - SEWER / WAT 02/11/2021 Comments1: RAINTREE VILLAGE -- 630-387-2001BC _____ 002-FOU FOUNDATION 20211751 2001 PRAIRIE GRASS LN 45 02/15/2022 Comments1: REMY 630-973-1751PBF _____ AM 003-ESW ENGINEERING - SEWER / WAT 02/23/2022 Comments1: RENY 630-973-6699 NOT READYBF _____ AM 004-BKF BACKFILL 02/23/2022 Comments1: RENY 630-973-6699PR _____ 005-ESW ENGINEERING - SEWER / WAT 02/25/2022
DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 21DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 21TIME: 09:16:20 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 02/01/2022 TO 02/28/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BF _____ AM 002-FOU FOUNDATION 20211752 936 HAYDEN DR 44 02/03/2022 Comments1: REMY 630-973-6699BF _____ AM 003-BKF BACKFILL 02/18/2022 Comments1: 630-973-6699PBF _____ 004-ESW ENGINEERING - SEWER / WAT 02/23/2022 Comments1: RENY 630-973-6699BC _____ PM 004-FIN FINAL INSPECTION 20220001 557 REDBUD DR 45 02/04/2022BC _____ PM 005-REL ROUGH ELECTRICAL 02/04/2022BF _____ PM 002-FOU FOUNDATION 20220002 2333 FAIRFIELD AVE 498 02/04/2022BF _____ AM 003-BKF BACKFILL 02/11/2022 Comments1: RAINTREE VILLAGE - JUAN AT 847-551-9066PBF _____ PM 004-ESW ENGINEERING - SEWER / WAT 02/14/2022 Comments1: RAINTREE VILLAGE -- 630-387-2001BF _____ AM 001-FTG FOOTING 20220003 2327 FAIRFIELD AVE 499 02/23/2022 Comments1: RAINTREE - 630-551-9066BC _____ AM 002-FOU FOUNDATION 20220005 2264 FAIRFAX WAY 504 02/01/2022 Comments1: COMEX 847-551-9066BF _____ AM 003-BKF BACKFILL 02/04/2022PBF _____ PM 004-ESW ENGINEERING - SEWER / WAT 02/14/2022 Comments1: RAINTREE VILLAGE 630-387-2001BF _____ AM 001-FTG FOOTING 20220006 2248 FAIRFAX WAY 505 02/15/2022 Comments1: COMEX 847-551-9066 RAINTREEBF _____ AM 002-FOU FOUNDATION 02/18/2022 Comments1: COMEX 847-551-9066 RAINREEPR _____ PM 003-ESW ENGINEERING - SEWER / WAT 02/28/2022BC _____ PM 004-BKF BACKFILL 02/28/2022BF _____ AM 001-FTG FOOTING 20220007 2236 FAIRFAX WAY 506 02/23/2022 Comments1: RAINTREE -630-551-9066NL _____ PM 001-PHD POST HOLE - DECK 20220008 1503 MONTROSE CT 9 02/23/2022PR _____ 001-REL ROUGH ELECTRICAL 20220024 608 E VETERANS PKWY 02/11/2022 Comments1: GREG MARKER -- 630-977-1869 -- SUITE 2
DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 22DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 22TIME: 09:16:20 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 02/01/2022 TO 02/28/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------PR _____ 003-RFR ROUGH FRAMING 02/11/2022PR _____ 004-PLR PLUMBING - ROUGH 02/11/2022 Comments1: GREG MARKER -- 630-977-1869 -- SUITE 2GH _____ PM 001-PHF POST HOLE - FENCE 20220026 1024 S CARLY CIR 114 02/14/2022 Comments1: 630-551-3400BC _____ 001-FIN FINAL INSPECTION 20220027 707 MORGAN ST 02/18/2022 Comments1: DAVID 331-481-1999NL _____ PM 001-PHF POST HOLE - FENCE 20220029 2022 INGEMUNSON LN 140 02/16/2022 Comments1: HOLLY- 630-551-3400NL _____ AM 002-PHF POST HOLE - FENCE 20220030 2034 INGEMUNSON LN 141 02/17/2022BF _____ AM 002-FTG FOOTING 20220031 2288 FAIRFAX WAY 501 02/10/2022BC _____ AM 003-FOU FOUNDATION 02/14/2022BF _____ AM 004-BKF BACKFILL 02/23/2022 Comments1: COMEX 847-551-9066 RAINTREEPR _____ PM 005-ESW ENGINEERING - SEWER / WAT 02/28/2022BF _____ AM 001-FTG FOOTING 20220032 2401 FAIRFIELD AVE 493 02/11/2022 Comments1: RAINTREE VILLAGE -- JUAN AT 847-551-9066BF _____ AM 002-FOU FOUNDATION 02/15/2022 Comments1: COMEX 847-551-9066 RAINTREEBF _____ AM 003-BKF BACKFILL 02/23/2022 Comments1: COMEX 847-551-9066 RAINTREEPR _____ PM 004-ESW ENGINEERING - SEWER / WAT 02/28/2022BF _____ AM 001-FTG FOOTING 20220033 508 BRAEMORE LN 535 02/11/2022 Comments1: RAINTREE VILLAGE - JUAN AT 847-551-9066 Comments2: (((((CANCELLED)))))BC _____ PM 003-FOU FOUNDATION 02/28/2022BF _____ AM 001-FIN FINAL INSPECTION 20220037 315 ESSEX CT 18 02/28/2022 Comments1: SOLAR -- 630-506-0399BF _____ AM 002-FEL FINAL ELECTRIC 02/28/2022 Comments1: SOLAR -- 630-506-0399
DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 23DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 23TIME: 09:16:20 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 02/01/2022 TO 02/28/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------PR _____ 001-PPF PRE-POUR, COMMERCIAL FLOO 20220040 202 E COUNTRYSIDE PKWY 02/23/2022 Comments1: SLABBF _____ PM 001-FIN FINAL INSPECTION 20220043 2391 AUTUMN CREEK BLVD 270 02/25/2022 Comments1: SOLAR ZACH 708-738-4094BF _____ PM 002-FEL FINAL ELECTRIC 02/25/2022NL _____ AM 001-PHF POST HOLE - FENCE 20220045 3208 BOOMBAH BLVD 136 02/16/2022 Comments1: LATE AM IF POSSIBLE - HOLLY 630-551-3400NL _____ AM 002-FIN FINAL INSPECTION 02/23/2022 Comments1: FENCEGH _____ AM 001-PHF POST HOLE - FENCE 20220046 805 BRISTOL AVE 02/10/2022BF _____ AM 001-FIN FINAL INSPECTION 20220059 2739 GOLDENROD DR 239 02/14/2022 Comments1: WHISPERING MEADOWS -- EDDIE 801-837-4586BF _____ AM 002-FEL FINAL ELECTRIC 02/14/2022BF _____ AM 001-FIN FINAL INSPECTION 20220060 2792 ELDEN DR 283 02/14/2022 Comments1: WHISPERING MEADOWS -- EDDIE 801-837-4586 Comments2: -- SOLARBF _____ AM 002-FEL FINAL ELECTRIC 02/14/2022GH _____ AM 001-PHF POST HOLE - FENCE 20220061 401 HAZELTINE WAY 14 02/14/2022 Comments1: SHERRY - 815-836-8731NL 11:30 002-PHF POST HOLE - FENCE 02/15/2022 Comments1: NORTHWEST CEDAR 815-836-8731BC _____ PM 001-RFR ROUGH FRAMING 20220062 181 WOLF ST C 02/17/2022 Comments1: INSTALL HANDRAIL TO 2ND FLOOR, FILL TOP Comments2: PLATE PENETRATIONS WITH FIRE FOAMBC _____ PM 002-REL ROUGH ELECTRICAL 02/17/2022 Comments1: LABEL ELECTRIC PANELPBF 11:00 004-PLF PLUMBING - FINAL OSR READ 02/18/2022 Comments1: 11AM-1PM **PLEASE TEXT/CALL DAVID 630-60 Comments2: 8-9308 WHEN 30 MIN AWAY**----SEE INSPECT Comments3: ION REPORT FOR COMMENTSBF _____ AM 001-FIN FINAL INSPECTION 20220070 2723 GOLDENROD DR 242 02/28/2022 Comments1: SOLAR EDDY 801-837-4586
DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 24DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 24TIME: 09:16:20 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 02/01/2022 TO 02/28/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------BF _____ AM 002-FEL FINAL ELECTRIC 02/28/2022NL _____ 002-FIN FINAL INSPECTION 20220081 575 KELLY AVE 5 02/28/2022 Comments1: ROOF FINALBC _____ AM 001-RFR ROUGH FRAMING 20220084 2484 ELLSWORTH CT 355 02/22/2022 Comments1: BASEMENTBC _____ AM 002-REL ROUGH ELECTRICAL 02/22/2022GH _____ AM 001-ROF ROOF UNDERLAYMENT ICE & W 20220093 607 HEUSTIS ST 4 02/28/2022 Comments1: WORKING, NOT READYGH _____ AM 001-PHD POST HOLE - DECK 20220097 284 WINDETT RIDGE RD 19 02/28/2022
DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 25DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 25TIME: 09:16:20 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 02/01/2022 TO 02/28/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------PERMIT TYPE SUMMARY: ADD ADDITION 1 BSM BASEMENT REMODEL 12 COM COMMERCIAL BUILDING 1 CRM COMMERCIAL REMODEL 6 DCK DECK 2 FNC FENCE 14 GAR GARAGE 2 REP REPAIR 1 ROF ROOFING 5 SFA SINGLE-FAMILY ATTACHED 95 SFD SINGLE-FAMILY DETACHED 269 SOL SOLAR PANELS 16 WIN WINDOW REPLACEMENT 3INSPECTION SUMMARY: BKF BACKFILL 14 BSM BASEMENT FLOOR 5 EFL ENGINEERING - FINAL INSPECTION 23 ESW ENGINEERING - SEWER / WATER 17 FEL FINAL ELECTRIC 34 FIN FINAL INSPECTION 46 FMC FINAL MECHANICAL 16 FME FINAL MECHANICAL 9 FOU FOUNDATION 15 FTG FOOTING 17 GAR GARAGE FLOOR 8 GPL GREEN PLATE INSPECTION 17 INS INSULATION 22 PHD POST HOLE - DECK 8 PHF POST HOLE - FENCE 10 PLF PLUMBING - FINAL OSR READY 25 PLR PLUMBING - ROUGH 21 PLU PLUMBING - UNDERSLAB 3 PPF PRE-POUR, COMMERCIAL FLOOR 1 REI REINSPECTION 16 REL ROUGH ELECTRICAL 26 RFR ROUGH FRAMING 25 RMC ROUGH MECHANICAL 21 ROF ROOF UNDERLAYMENT ICE & WATER 1 STP STOOP 17 WAT WATER 10INSPECTOR SUMMARY: BC BOB CREADEUR 93 BF B&F INSPECTOR CODE SERVICE 123 EEI ENGINEERING ENTERPRISES 23 GH GINA HASTINGS 59 NL NICK LEVITA 18
DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 26DATE: 03/01/2022 UNITED CITY OF YORKVILLE PAGE: 26TIME: 09:16:20 CALLS FOR INSPECTION REPORTID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 02/01/2022 TO 02/28/2022INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE------------------------------------------------------------------------------------------------------------------------------------ PBF BF PLUMBING INSPECTOR 66 PR PETER RATOS 45STATUS SUMMARY: C BC 3 C BF 10 C EEI 4 C GH 2 C NL 4 C PBF 2 C PR 5 I BC 53 I BF 104 I EEI 2 I GH 50 I NL 14 I PBF 46 I PR 32 T BC 37 T BF 9 T EEI 17 T GH 7 T PBF 18 T PR 8REPORT SUMMARY: 427
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,
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Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Community Development
Purchasing
Police
Public Works
Parks and Recreation
Agenda Item Number
New Business #3
Tracking Number
EDC 2022-16
Property Maintenance Reports for January and February 2022
Economic Development Committee – April 5, 2022
Informational
None
Pete Ratos Community Development
Name Department
Page | 1
Property Maintenance Report January 2022
There were 3 cases heard in January 2022.
1/3/2022
N 5803 451 Honeysuckle Ln Fencing Liable $500
N 5804 451 Honeysuckle Ln Exterior Property Liable $500
N 5805 577 E Kendall Dr Temp Occupancy Dismissed
Memorandum
To: Economic Development Committee
From: Pete Ratos, Code Official
CC: Bart Olson, Krysti Barksdale-Noble, Jori Behland
Date January 28, 2022
Subject: January Property Maintenance
Case #Case Date TYPE OF
VIOLATION
STATUS VIOLATION
LETTER SENT
FOLLOW UP
STATUS
CITATION
ISSUED
DATE OF
HEARING
POSTED FINDINGS
20220023 1/31/2022 trailer parking PENDING PENDING
20220022 1/27/2022 SIGNAGE TO BE
INSPECTED
20220021 1/26/2022 Parking on Right of
Way
CLOSED
20220020 1/21/2022 Trailer parking IN VIOLATION PENDING
20220019 1/20/2022 Work without Permit CLOSED PENDING
20220018 1/20/2022 Work without permit CLOSED COMPLIANT NO VIOLATION
20220017 1/20/2022 Car parked on Apron CLOSED
20220016 1/19/2022 trailer parking CLOSED COMPLIANT
20220014 1/19/2022 trailer parking COMPLIANT COMPLIANT
20220013 1/19/2022 DEBRIS CLOSED
20220012 1/18/2022 trailer parking IN VIOLATION IN VIOLATION
20220011 1/18/2022 Junk, Trash and
Refuse
CLOSED
20220010 1/14/2022 Unlicensed Vehicles CLOSED COMPLIANT
20220009 1/13/2022 Agricultural Animals CLOSED 1/13/2022
20220008 1/13/2022 trailer parking CLOSED COMPLIANT
20220007 1/11/2022 Dumpster screening PENDING 1/12/2022
20220006 1/11/2022 Trailer Parking CLOSED COMPLIANT
20220005 1/11/2022 Unlicensed vehicle IN VIOLATION 1/18/2022
20220004 1/4/2022 Roof still has tarp from
storm damage
IN VIOLATION 1/4/2022 1/14/2022 2/14/2022
20220003 1/4/2022 Fence Installed
without Permit
IN VIOLATION 1/4/2022 1/14/2022 2/14/2022
20220002 1/4/2022 Junk, Trash & Refuse IN VIOLATION 1/4/2022 1/14/2022 2/14/2022
20220001 1/3/2022 Trailer Parking CLOSED 1/13/2022 1/24/2022 2/28/2022
Case Report
1/1/2022 - 01/31/2022
ADDRESS OF COMPLAINT
407 Woodworth Ave
1421 N BRIDGE ST
1008 Sunset Ave.
3225 Longview Dr.
2904 Mclellan Blvd
1545 Coral Dr.
405 Woodworth
301 Sanders Ct.
703 E Main St.
9600 RT 71
807 E Main St
9630 Route 71
407 Woodworth St
402 Fairhaven Dr.
405 Woodworth
1541-1561 Sycamore Rd.
407 Woodworth St
Total Records: 22 1/31/2022
505 Blaine St
204 A Hillcrest Ave
613 Greenfield Turn
451 Honeysuckle Ln
451 Honeysuckle Ln
Page: 1 of 1
Page | 1
Property Maintenance Report February 2022
There were 3 cases heard in February 2022.
2/14/2022
N 5806 613 Greenfield Turn Roofs Drainage Liable $500
N 5807 451 Honeysuckle Ln Fencing Standards Liable $500
N 5808 451 Honeysuckle Ln Exterior Areas Liable $500
Memorandum
To: Economic Development Committee
From: Pete Ratos, Code Official
CC: Bart Olson, Krysti Barksdale-Noble, Jori Behland
Date February 25, 2022
Subject: February Property Maintenance
Case # Case Date TYPE OF VIOLATIONSTATUS VIOLATION LETTER SENTFOLLOW UP STATUSCITATION ISSUEDDATE OF HEARING20220044 2/24/2022 Construction noise before 7AMCLOSED COMPLIANT20220043 2/24/2022 Junk, Trash & RefuseIN VIOLATION PENDING20220042 2/23/2022 Unlicensed Vehicle IN VIOLATION PENDING20220041 2/22/2022 Fencing StandardsIN VIOLATION PENDING20220040 2/22/2022 Sign without a permit CLOSED COMPLIANT20220039 2/18/2022 Unlicensed vehicle IN VIOLATION PENDING20220038 2/17/2022 No violation CLOSED COMPLIANT20220037 2/15/2022 Fence installed without permit IN VIOLATION 2/17/2022 PENDING20220036 2/15/2022 Junk, Trash, RefuseIN VIOLATION 2/17/2022 PENDING20220035 2/15/2022 trailer parking CLOSED COMPLIANT20220034 2/15/2022 Roof still has tarp from storm damageIN VIOLATION 2/17/2022 PENDING20220033 2/15/2022 Agricultural AnimalsIN VIOLATION PENDING20220032 2/11/2022 Pets CLOSED20220031 2/8/2022 Trailer Parking DUPLICATE PENDINGCase Report02/01/2022 - 02/28/2022ADDRESS OF COMPLAINTShoeger Ct 1901-1965 S Bridge St661 Windett Ridge104 E Somonauk St181 Wolf St1636 Walsh Dr503 Blaine St451 Honeysuckle Ln 451 Honeysuckle 1823 613 Greenfield Turn506 Walsh Ct. 205 E 407 Woodworth Page: 1 of 2
20220030 2/8/2022 Construction Vehicle Parking CLOSED COMPLIANT20220029 2/7/2022 Sign Install Without Permit TO BE INSPECTEDPENDING20220028 2/7/2022 Unlicensed vehicle CLOSED 2/14/2022 COMPLIANT20220027 2/7/2022 Unlicensed Vehicle CLOSED COMPLIANT20220026 2/2/2022 Sinking Property CLOSED COMPLIANT20220025 2/2/2022 Commercial Occupancy Without PermitCLOSED COMPLIANT303 E Somonauk St 910 N Bridge StTotal Records: 203/1/2022407 McHugh Rd 2202 Iroqois Ln314 E Blackberry Ln728 E Veterans Pkwy Page: 2 of 2
Have a question or comment about this agenda item?
Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville,
tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council
Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Community Development
Purchasing
Police
Public Works
Parks and Recreation
Agenda Item Number
New Business #4
Tracking Number
EDC 2022-17
Economic Development Report for February and March 2022
Economic Development Committee – April 5, 2022
Informational
None
Bart Olson Administration
Name Department
651 Prairie Pointe Drive • Yorkville, Illinois • 60560
Phone 630-553-0843 • Mobile 630-209-7151
Monthly Report – for April 2022 EDC Meeting of the United City of Yorkville
February & March 2022 Activity
New Development:
- Kendall Marketplace: Kendall Meat Company, opened February 3, 2022
- Kendall Marketplace: Sephora inside Kohl’s, previously reported…opening in 2022.
- Yorkville Crossing: A/K/A Menard’s Center: Belle Tire, previously reported…opening in 2022. See attached
press release.
- Gerber Collison & Glass, previously reported. Their architect, and civil are working on plans… opening in 2022.
- BP and Graham’s Marketplace. (The northeast corner of Route 47 & Route 71) Previously reported… opening in
late 2022. They have applied for rezoning, and special use.
- Chipotle Mexican Grill: Permit has been issued. Demo and rebuild will begin shortly. Opening targeted for fall
of 2022.
- Caring Hands Thrift Shop: 4,000 square foot business expansion. The store will remain open during the
construction. The project will be completed in late spring 2022.
- The Williams Group: Former Investor Tools. Purchase complete and redevelopment has begun.
- Iconic Coffee Shop- Yorkville resident, Laura Intrain, will open this new café in 750 square feet at 109 S. Bridge
(The Williams Group). She is focusing on opening around July 1st, and will serve coffee, teas, expresso, baked
goods, and snack bites.
- Fox’s Den Meadery: Yorkville resident, Enrico “Rico” Bianchi, is preparing to be the first tenant in the 101 S.
Bridge, redevelopment (The Williams Group). They will occupy 1,116 square feet on the first floor and 2,000
square feet in the basement. This business will make “Mead Wine”. It is considered a micro-winery. Anticipated
opening is around July 1st.
- Dakotas - New restaurant concept from Yorkville resident, Yonas Hagos. Location in downtown Yorkville and
more information will be available in the near future. Opening planned for summer 2022.
- Former Millhurst Ale House – Barry Michael and Cory Knowles, restaurant industry veterans with a combined 50+
years of experience, are excited about purchasing the property. Closing, restaurant name, and concept
announcement are coming very soon.
- Continue working with a variety of other potential business owners. There are a variety of parties doing due
diligence on space to lease and buildings and land to purchase. Information will be forthcoming.
Respectfully submitted,
Lynn Dubajic
651 Prairie Pointe Drive
Yorkville, IL 60560
lynn@dlkllc.com
630-209-7151 cell
BELLE TIRE LAUNCHES SECOND WAVE OF CHICAGOLAND EXPANSION, THREE MORE LOCATION
OPENINGS THIS SPRING
The Tire and Service Retailer Set to Open Stores in Aurora, Mokena and St. Charles
CHICAGO – March 22, 2022 – Belle Tire, one of the fastest-growing and most trusted tire and service retailers
in America, is entering its second influx of Illinois store openings after making its Chicagoland entrance in
Naperville, Villa Park, Joliet and Shorewood this past fall. The retailer opened its fifth Chicagoland store in
Aurora on March 18, with openings to follow in Mokena later this month and St. Charles in April. Each store will
offer exclusive in-store deals including up to $180 off sets of tires for the first 60 days the stores are open.
“After officially entering Illinois this past year, we are proud to continue our expansion and serve new
communities,” stated Don Barnes III, President of Belle Tire. “As we celebrate our 100th anniversary this year,
expanding our presence in Chicagoland allows us to continue to grow our long-standing mission, giving our
neighbors peace of mind and the ability to trust we will get them back on the road quickly and affordably.”
Belle Tire’s aggressive Illinois expansion will continue with plans to open locations in West Chicago,
Romeoville and Orland Park by the end of summer 2022 with Yorkville and Montgomery locations set
to follow after. The retailer plans to open 60 Illinois stores over the next three years and anticipates this
expansion will develop 1,000 jobs and make an economic impact of $325 million in the region. Belle Tire is
hosting weekly hiring events in the area and offering signing bonuses.
“Belle Tire is committed to our neighbors and the communities where we do business. Providing financially
secure job opportunities is critical to a vibrant and strong community,” said John Szeliga, Vice President of
Retail Operations at Belle Tire. “We’re grateful to the cities of Aurora, Mokena and St. Charles for adopting us
into their communities and assisting us so we could begin opening our doors.”
Belle Tire Aurora, located at 750 Illinois Route 59, Mokena, located at 19966 South La Grange Road, and St.
Charles, located at 101 S Randall Road, will be open:
• Monday 8 a.m. – 8 p.m.
• Tuesday 8 a.m. – 6 p.m.
• Wednesday 8 a.m. – 6 p.m.
• Thursday 8 a.m. – 8 p.m.
• Friday 8 a.m. – 6 p.m.
• Saturday 8 a.m. – 5 p.m.
• Sunday Closed
For more information about Belle Tire and to find a location near you, visit www.belletire.com/chicago.
About Belle Tire
Founded 100 years ago in Detroit, Belle Tire has grown into one of America's most trusted tire and vehicle
service retailers. Today there are 132 stores across Michigan, Ohio, Indiana and Illinois with more opening
soon. In addition to the “Lowest Tire Price, Period!” Belle Tire’s modern, state-of-the-art facilities offer a wide
range of automotive services from alignments, brakes, batteries, shocks, struts, exhaust systems, glass
replacement/repair and more. Additionally, Belle Tire offers free services like flat repair, air for tires 24 hours a
day, alignment checks, brake checks, tire rotations, balancing and more to ensure that drivers are safe and get
the most out of their tires and vehicles. For more information, go to belletire.com/chicago.
###
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:
FY 23 Proposed Budget Link - https://www.yorkville.il.us/ArchiveCenter/ViewFile/Item/4453
Reviewed By:
Legal
Finance
Engineer
City Administrator
Community Development
Purchasing
Police
Public Works
Parks and Recreation
Agenda Item Number
New Business #5
Tracking Number
EDC 2022-18
Fiscal Year 2023 Budget Proposal
Economic Development Committee – April 5, 2022
CC – 03/08/22
Public Hearing was held
CC 2022-09
None
Informational
A verbal discussion will take place at the meeting.
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/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 memo and documents.
Reviewed By:
Legal
Finance
Engineer
City Administrator
Community Development
Purchasing
Police
Public Works
Parks and Recreation
Agenda Item Number
New Business #6
Tracking Number
EDC 2022-19
Aging in Community – Aging in a Changing Region
Economic Development Committee – April 5, 2022
Majority
Vote
Proposed MOU for free workshops and technical planning document regarding
“aging-in-community” concept.
Krysti J. Barksdale-Noble Community Development
Name Department
Summary:
As part of staff’s time serving on the Chicago Metropolitan Agency for Planning (CMAP) Land
Use and Housing Committee, the member communities were asked if they were interested in
participating in a free pilot program regarding aging in community.
The intent of this program is to analyze the member community’s current aging population needs,
provide public engagement workshops to assess the resident’s aging population needs/goals, and
provide technical assistance on how to meet those needs and advance those gools through local
planning efforts (zoning code, comprehensive plan, etc.). This pilot program is a collaborative
partnership between CMAP, the Metropolitan Mayors Caucus (MMC) and facilitated by the
private firm Planning/Aging.
The program, fully funded by a private grant from the Retirement Research Foundation on Aging,
requires a little bit of upfront staff time (about 2-3 internal meetings), community engagement via
two (2) tailored public workshops, a self-assessment summary, and the final deliverable of a report
of recommendations that can be incorporated into future city guiding documents. The estimated
time for program completion is approximately 3-4 months.
Staff is seeking authorization to execute the attached memorandum of understanding (MOU) for
the City of Yorkville to participate in this unique strategic planning exercise.
Aging in a Changing Region:
Program Background
With the ultimate goal of becoming a more age-friendly community, the aging-in-community
concept is defined as a “whole government approach” to supporting the evolving needs and
interests of its aging population. Since it is a continuing effort for communities to attract diverse
populations and strive to be “livable” and “family-friendly”, it is important to address the welfare
of residents throughout their lifespan. Some specific issues of concern by older residents in a
community may include:
• Homeowners aging in their houses, falling behind on repairs, with few available options to
downsize;
• Residents lacking transportation options to run errands, get groceries, or go to the doctor;
• Residents stuck at home without broadband or a connection to their community;
Memorandum
To: Economic Development Committee
From: Krysti J. Barksdale-Noble, Community Development Director
CC: Bart Olson, City Administrator
Tim Evan, Parks and Recreation Director
Date: March 16, 2022
Subject: Aging in a Changing Region
Proposed MOU for workshops and technical planning document
regarding aging in community
• Services and facilities not designed for the growing share of older residents.
Research has shown that successful aging-in-community programs include champions among
elected officials, staff leadership, dedicated human and financial resources, and the alignment of
municipal priorities and key stakeholders.
Program Details
The program will require the partnership of the Metropolitan Mayors Caucus (MMC), the
Planning/Aging firm and the City of Yorkville. The roles of each partner are defined below and
within the memorandum of understanding (MOU) engagement:
MMC Role: The MMC administers the Aging in a Changing Region program, which is a
partnership between MMC, Planning/Aging, and the Chicago Metropolitan Agency for Planning.
MMC’s responsibilities will include:
• Facilitate Aging in a Changing Region assistance to Yorkville, a member of the MMC;
• Attend kickoff meeting to review MOU and help define goals and objectives for
assistance;
• Serve as grant administrator and fiscal agent for a grant from the RRF Foundation on
Aging, which will compensate Planning/Aging for all rendered services;
• Identify potential linkages to available technical assistance resources, including project
partner the Chicago Metropolitan Agency for Planning or other regional organizations.
Planning/Aging Role: Planning/Aging leads all workshop activities associated with the Aging in
a Changing Region program. Planning/Aging’s responsibilities will include:
• Direct 2 workshops on aging-in-community with Yorkville;
• Develop internal assessment, to be completed by staff within Yorkville;
• Regularly communicate with lead staff contact to plan and conduct workshops;
• Develop final memorandum;
• Share follow up information with Yorkville when requested; and
• Identify potential linkages to other available technical assistance resources.
Municipal Role: Yorkville will be the direct recipient of all workshop services provided by
Planning/Aging through MMC. Yorkville’s responsibility will include:
• Designate at least two elected officials or department heads to sign MOU;
• Designate lead staff contact to plan and facilitate workshops with Planning/Aging;
• Attend kickoff meeting with leads and mayor and/or manager to define goals and
objectives;
• Identity workshop participants, which could include elected or appointed officials, staff,
and/or outside stakeholders;
• Work with Planning/Aging to schedule dates and times for each workshop;
• Ensure that all requested information is provided to Planning/Aging, and that all
preparation and follow-up work is completed in a timely manner.
Workshops will include an aging-in-community background presentation, attendee input, and a
facilitated discussion on local issues, challenges, and opportunities.
Program Status/Outcomes
Since launching in 2021, the Aging in a Changing Region (AiaCR) program has had five (5) cohort
member community participants, with three (3) communities completing their final reports. The
final report is in the form of a “strategic guide” that provides policy and programmatic
recommendations, based on the municipalities strengths and opportunities, to support the aging-
in-community concept. Some recommendations are designed for “quick start” implementation
(such as promote the City’s commitment to aging-in-community), while others are mid- and long-
range goals (e.g. establish an “Aging-in-Community Commission or review existing ordinances
and plans for aging-in-community consistency).
While the AiaCR pilot program has been live for just about a year, a tangible outcome for the
Village of Park Forest, a 2021 cohort community, was a Technical Assistance grant from CMAP
to help develop an Aging-in-Community handbook to help older residents navigate issues and
access resources.
Staff Comments:
The 2022 cohort cycle for the Aging in a Changing Region program is now open and accepting
applications. Last year, Yorkville staff had expressed interest in having the city participate in the
program but held off until the first cohort communities finished their assessment in 2021. Those
communities included Bensenville, Calumet City, Hawthorne Woods, Mount Prospect and Park
Forest, and the program seems to have been a success.1
Therefore, staff is seeking guidance and input from the Economic Development Committee
regarding participation in the program. If the committee is interested, a recommendation to the
City Council for staff to execute the attached memorandum of understanding (MOU) is required.
Representatives from the Metropolitan Mayors Caucus (MMC) and Planning/Aging will be in
attendance at Tuesday night’s meeting to answer any questions.
Attachments:
1. Memorandum of Understanding
2. Aging-in-Community Application form
3. Aging-in-Community PowerPoint Presentation
4. Links to Final Community Reports:
a. https://mayorscaucus.org/wp-content/uploads/2022/02/Park-Forest-final-AiaCR-report-
2.2.2022.pdf
b. https://mayorscaucus.org/wp-content/uploads/2022/02/Calumet-City-final-AiaCR-report-
2.16.2022.pdf
c. https://mayorscaucus.org/wp-content/uploads/2022/02/AiaCR-Final-Report-Bensenville-
2.25.2022.pdf
1 https://mayorscaucus.org/initiatives/aging-in-community/aging-in-a-changing-
region/#:~:text=Aging%20in%20a%20Changing%20Region%20is%20a%20partnership%20between%20the,in%20
becoming%20more%20age%2Dfriendly
Memorandum of Understanding Between The Metropolitan Mayors Caucus, Planning/Aging, and
Yorkville for Aging in a Changing Region
1. NATURE AND PARTNERSHIP
The goal of this Memorandum of Understanding is to establish a partnership between the Metropolitan
Mayors Caucus (“MMC”) and the firm Planning/Aging to provide Yorkville with strategic workshops
around aging-in-community.
2. RESPONSIBILITIES UNDER THIS MOU
The strategic workshops are a partnership between MMC as administrator, Planning/Aging as workshop
facilitator, and Yorkville as a direct recipient of all workshop services. All workshop activities are to be
tailored to the needs of Yorkville. While the workshops are customized, successful engagements have
featured group facilitation by Planning/Aging; an internal assessment; and participation from elected
officials, department heads, and residents.
MMC Role: The MMC administers the Aging in a Changing Region program, which is a partnership
between MMC, Planning/Aging, and the Chicago Metropolitan Agency for Planning. MMC’s
responsibilities will include:
• Facilitate Aging in a Changing Region assistance to Yorkville, a member of the MMC;
• Attend kickoff meeting to review MOU and help define goals and objectives for assistance;
• Serve as grant administrator and fiscal agent for a grant from the RRF Foundation on Aging,
which will compensate Planning/Aging for all rendered services;
• Identify potential linkages to available technical assistance resources, including project partner
the Chicago Metropolitan Agency for Planning or other regional organizations.
Planning/Aging Role: Planning/Aging leads all workshop activities associated with the Aging in a
Changing Region program. Planning/Aging’s responsibilities will include:
• Direct 2 workshops on aging-in-community with Yorkville;
• Develop internal assessment, to be completed by staff within Yorkville;
• Regularly communicate with lead staff contact to plan and conduct workshops;
• Develop final memorandum;
• Share follow up information with Yorkville when requested; and
• Identify potential linkages to other available technical assistance resources.
Municipal Role: Yorkville will be the direct recipient of all workshop services provided by Planning/Aging
through MMC. Yorkville’s responsibility will include:
• Designate at least two elected officials or department heads to sign MOU;
• Designate lead staff contact to plan and facilitate workshops with Planning/Aging;
• Attend kickoff meeting with leads and mayor and/or manager to define goals and objectives;
• Identity workshop participants, which could include elected or appointed officials, staff, and/or
outside stakeholders;
• Work with Planning/Aging to schedule dates and times for each workshop;
• Ensure that all requested information is provided to Planning/Aging, and that all preparation
and follow-up work is completed in a timely manner.
3. FINANCIAL CONSIDERATIONS
All technical assistance provided by Planning/Aging through MMC is supported by the RRF Foundation
on Aging and will be of no cost to the Yorkville. The Yorkville is responsible for staff time incurred in
planning and scheduling the workshops. The Yorkville will also provide meeting space.
4. PUBLICITY
Yorkville may publicize the technical assistance provided under this MOU. All publicity shall refer to this
assistance using its program name, Aging in a Changing Region.
5. TERM
The MOU shall commence on the date on the last signature on this MOU and will terminate on
December 31, 2022.
IN WITNESS WHEREOF, the parties hereto have signed this MOU, or caused it to be signed by their duly
authorized representatives, as of the date written above.
AGREED:
________________________________________ Date:
Kyle Smith
Director of Housing & Community Development
Metropolitan Mayors Caucus
________________________________________ Date:
Brad Winick
Principal
Planning/Aging
________________________________________ Date:
ELECTED OFFICIAL OR AUTHORIZED DEPARTMENT HEAD
MUNICIPALITY
________________________________________ Date:
ELECTED OFFICIAL OR AUTHORIZED DEPARTMENT HEAD
MUNICIPALITY
Aging in a Changing Region Workshop Application
What makes your community a good place for residents of all ages to live? How about your growing
number of older residents? How do your community's priorities affect these older residents? As life
expectancies increase while birth rates stagnate, the population of most communities is growing older.
Many communities are thinking about the impacts of this age shift on all aspects of their community,
such as its land use, housing stock, accessibility, open spaces and community places, goods and
services, etc. Making a community age-friendlier for its older residents will make it age-friendlier for all
residents.
The Metropolitan Mayors Caucus and Planning/Aging are proud to announce the Aging in a Changing
Region Program, which will help selected communities with Tailored Workshops to help elected
officials and staff develop some of the first steps towards becoming an age-friendly community.
Led by Planning/Aging, these aging-in-place workshops will be customized to each participating
community. The workshops will include an aging-in-community background presentation, attendee input,
and a facilitated discussion on local issues, challenges, and opportunities. Specific local issues of concern
may include:
• Homeowners aging in their houses, falling behind on repairs, with few available options to downsize;
• Residents lacking transportation options to run errands, get groceries, or go to the doctor;
• Residents stuck at home without broadband or a connection to their community;
• Services and facilities not designed for the growing share of older residents.
Please fill out this Workshop Application to be considered for this free workshop-based assistance. The
form includes a short assessment of existing municipal policy and activities to help us best tailor any
assistance to your needs. All workshops will be scheduled in calendar year 2022 and will conclude with
each municipality being provided a custom strategic guide with aging-in-community
recommendations to assist them going forward. Strategic guides from the 2021 Aging in a Changing
Region cohort can be found at: https://mayorscaucus.org/initiatives/aging-in-community/aging-in-a-
changing-region/.
The Aging in a Changing Region initiative is generously supported by RRF Foundation for Aging, and
participation is free for communities. For more information on how your community can get involved,
please contact Kyle Smith, ksmith@mayorscaucus.org .
Please fill out this application online at https://tinyurl.com/AiaCR-2022-Application
Page 1
Municipal Contact Information
Please provide the contact information for your community.
*Required
1. Organization Name*
2. Contact Name*
3. Contact Title*
4. Contact E-mail*
5. Contact Phone Number*
Page 2
Self-Assessment
Please assess your current involvement in addressing aging-in-place in your community by answering the
question below.
6. Please indicate which statement best reflects your municipality's engagement with
aging-in-place/aging-in-community: *
0 Interest - We have become interested in addressing aging-in-place/aging-in-community.
Answer questions on pages 4-6
0 Early Involvement - We explored this issue, but have not committed to a particular framework
or decided on specific age/dementia-friendly initiatives.
Answer questions on pages 7-11
0 Advanced Involvement - We have achieved age-friendly and/or dementia-friendly
designation, and may have identified specific age/dementia-friendly initiatives.
Answer questions on pages 12-16
Page 3
Interest
Please answer the questions below. This section aims to initially assess your involvement with aging-in-
place/aging-in-community to date. There are no right or wrong answers to this section. Planning/Aging and
the Mayors Caucus intend to use it to customize workshop curricula to your local issues.
7. Please indicate the reasons you are interested in making your municipality more
age/dementia-friendly. (Choose all that apply) *
0 Growth of our older adult population
0 Desire for convenient support services for our older adult population 0
Desire for appropriate housing options for our older adult population 0
Desire for appropriate transportation for our older adult population
0 Desire for safe/convenient municipal buildings and outdoor spaces for our older adult population
0 Desire for improved inter & multi-generational opportunities in our municipality
D
Other
Page 4
8. What are some of your municipality's biggest challenges? (Choose all that apply) *
□ Safety - residents' concerns about perception of their safety within our municipality
□ Housing - need to support older adults' ability to age in their current residences
□ Housing - need to provide more/different housing options within the community
□ Community connectivity - concerns about the condition of our streets and sidewalks
Transportation - need to support older adults' ability to get around without relying on private
automobiles
□ Accessibility - need to make our municipal buildings and outdoor spaces more accessible
□ Building condition - too many vacant or abandoned buildings
□ Land use - too many vacant or abandoned buildings
□ Basic services - need for better basic services such as food and health care
□ Social engagement - improve the ability for residents to engage community services □
Other
9. Are there specific elected officials, commissioners, and/or municipal staff who are
engaged on these issues? *
Q Yes
Q No
10. If yes, who?
Page 5
□
11. Can you identify other individuals or groups from either within or nearby your
municipality who would benefit from training/education about age/dementia-friendly
strategies? *
Q No
12. If yes, who?
13. Please provide any additional information or comments that your municipality would
like to share as we consider your application.
Page 6
Early Involvement
Please answer the questions below. This section aims to initially assess your involvement with aging-in-
place/aging-in-community to date. There are no right or wrong answers to this section. Planning/Aging and
the Mayors Caucus intend to use it to customize workshop curricula to your local issues.
14. Please indicate the reasons you are interested in making your municipality more
age/dementia-friendly. (Choose all that apply) *
0 Growth of our older adult population
0 Desire for convenient support services for our older adult population
0 Desire for appropriate housing options for our older adult population
0 Desire for appropriate transportation for our older adult population
0 Desire for safe/convenient municipal buildings and outdoor spaces for our older adult population
0 Desire for improved inter & multi-generational opportunities in our municipality
□
Other
Page 7
15. What are some of your municipality's biggest challenges? (Choose all that apply) *
□ Safety - residents' concerns about perception of their safety within our municipality
□ Housing - need to support older adults' ability to age in their current residences
□ Housing - need to provide more/different housing options within the community
□ Community connectivity - concerns about the condition of our streets and sidewalks
Transportation - need to support older adults' ability to get around without relying on private
automobiles
□ Accessibility - need to make our municipal buildings and outdoor spaces more accessible
□ Building condition - too many vacant or abandoned buildings
□ Land use - too many vacant or abandoned buildings
□ Basic services - need for better basic services such as food and health care
□ Social engagement - improve the ability for residents to engage community services □
Other
16. Has your municipality's age/dementia-friendly effort identified specific goals related to
any of these issues? *
0 Yes
Q No
Page 8
□
17. If yes, what are they, and how are you doing in meeting these goals?
18. Have you assessed the assets and challenges for your municipality's current
age/dementia-friendly aspirations? *
0 Yes
Q No
19. If no, are you planning to do so? What are there reasons you have been unable to do so
to date? *
20. Either based upon your assessment or your own observations, what are your
municipality's current age/dementia-friendly strengths or assets? *
Page 9
21. Either based upon your assessment or your own observations, what are your
municipality's current age/dementia-friendly weaknesses or challenges? *
22. Can you identify specific training or education needs that would help your
municipality's age/dementia-friendly efforts? *
0 Yes
Q No
23. If yes, what are they?
24. Are there specific elected officials, commissioners, and/or municipal staff who are
engaged on these issues? *
0 Yes
Q No
25. If yes, who?
Page 10
26. Can you identify other individuals or groups from either within or nearby your
municipality who would benefit from training/education about age/dementia-friendly
strategies? *
Q No
27. If yes, who?
28. Please provide any additional information or comments your municipality would like to
share as we consider your application. *
Page 11
Advanced Involvement
Please answer the questions below. This section aims to initially assess your involvement with aging-in-
place/aging-in-community to date. There are no right or wrong answers to this section. Planning/Aging and
the Mayors Caucus intend to use it to customize workshop curricula to your local issues.
29. Please indicate the reasons you are interested in making your municipality more
age/dementia-friendly. (Choose all that apply) *
0 Growth of our older adult population
0 Desire for convenient support services for our older adult population
0 Desire for appropriate housing options for our older adult population
0 Desire for appropriate transportation for our older adult population
0 Desire for safe/convenient municipal buildings and outdoor spaces for our older adult population
0 Desire for improved inter & multi-generational opportunities in our municipality
□
Other
Page 12
30. What are some of your municipality's biggest challenges? (Choose all that apply) *
□ Safety - residents' concerns about perception of their safety within our municipality
□ Housing - need to support older adults' ability to age in their current residences
□ Housing - need to provide more/different housing options within the community
□ Community connectivity - concerns about the condition of our streets and sidewalks
Transportation - need to support older adults' ability to get around without relying on private
automobiles
□ Accessibility - need to make our municipal buildings and outdoor spaces more accessible
□ Building condition - too many vacant or abandoned buildings
□ Land use - too many vacant or abandoned buildings
□ Basic services - need for better basic services such as food and health care
□ Social engagement - improve the ability for residents to engage community services □
Other
31. Has your municipality's age/dementia-friendly effort identified specific goals related to
any of these issues? *
0 Yes
Q No
Page 13
□
32. If yes, what are they, and how are you doing in meeting these goals?
33. Have you assessed the assets and challenges for your municipality's current
age/dementia-friendly aspirations? *
0 Yes
Q No
34. If no, are you planning to do so? What are there reasons you have been unable to do so
to date? *
35. Either based upon your assessment or your own observations, what are your
municipality's current age/dementia-friendly strengths or assets? *
Page 14
36. Either based upon your assessment or your own observations, what are your
municipality's current age/dementia-friendly weaknesses or challenges? *
37. Can you identify specific training or education needs that would help your
municipality's age/dementia-friendly efforts? *
0 Yes
Q No
38. If yes, what are they?
39. Are there specific elected officials, commissioners, and/or municipal staff who are
engaged on these issues? *
Q Yes
Q No
40. If yes, who?
Page 15
41. Can you identify other individuals or groups from either within or nearby your
municipality who would benefit from training/education about age/dementia-friendly
strategies? *
Q Yes
Q No
42. If yes, who?
43. Please provide any additional information or comments your municipality would like to
share as we consider your application. *
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Page 16
Aging in a Changing Region
2021 in Review
Age Friendly Communities Collaborative
March 3, 2022
Brad Winick
Planning/Aging
AiaCR 2021 -Background
•RRF Foundation for Aging is funding AiaCR for 2021 & 2022 (Thank you!)
•AiaCR is a partnership between the Metropolitan Mayors Caucus, CMAP
(Chicago Metropolitan Agency for Planning) and Planning/Aging
•We called for applications from interested municipalities & were met with
healthy interest
•We interviewed & selected a diverse 2021 Cohort of municipalities & are
finalizing a similarly diverse 2022 Cohort
•A significant component of AiaCR is a pair of public workshops that each
Cohort municipality hosts & Planning/Aging leads
•Following the workshops, each municipality receives a strategic
“observations & recommendations” document to use going forward
AiaCR 2021 -Cohort Municipalities
Municipality County Community Type Total Population Total Acreage Density
(People/Acre)
Racial Makeup %
(White/Black/LatinX/AAPI)
Bensenville DuPage/Cook (W)Middle ring suburb 18,813 3,550.90 5.30 42.4 / 3.1 / 49.3 / 4.2
Calumet City Cook (S)Middle ring suburb 36,033 4,675.40 7.71 9.5 / 74.3 / 15.6 / 0.0
Hawthorn Woods Lake Rural/exurban 9,062 5,223.00 1.74 81.7 / 1.9 / 3.5 / 11.1
Mount Prospect Cook (N)Middle ring suburb 56,852 6,643.40 8.56 67.0 / 3.0 / 15.3 / 12.1
Park Forest Cook (S)/Will Outer ring suburb 21,687 3,176.10 6.83 25.0 / 66.0 / 4.6 / 0.5
AiaCR 2021 -Workshops
Municipality Aging-in-Community
Involvement Level AiaCR Core Team Workshop Dates Workshop Focus Audience
Bensenville Early Involvement 1 Village Administration; 1
Community Development
October 27;
November 3
1 -- Stakeholders;
2 -- Older Adult Residents
Calumet City
Early Involvement
(AARP Network
member)
3 Economic Development October 22;
December 3
1 & 2 -- Older Adult
Residents & Stakeholders
Hawthorn Woods Early Involvement 1 Village Trustee; 2 Parks &
Recreation
October 13;
December 8
1 -- ~ Older Adult Residents;
2 -- ~ Stakeholders
Mount Prospect
Advanced
Involvement (AARP
Network member)
1+ Human Services September 29;
December 1
1 -- Stakeholders;
2 -- Older Adult Residents
Park Forest Early Involvement
1 Community Development; 1
Parks & Recreation; 1
Community Health
September 2;
November 4
1 & 2 -- Older Adult
Residents & Stakeholders
AiaCR 2021 -Common Recommendations
•Elevate and promote your commitment to aging-in-community
•Establish an ongoing Aging-in-Community Commission to play a key
policy advising & review role
•Designate staff in multiple departments as aging-in-community point-
persons
•Review existing ordinances, plans & programs for their aging-in-
community consistency
AiaCR 2021 -Specific Recommendations
Bensenville
•Utilize aging-in-community to help better serve the diverse Bensenville community
•Maximize the new Senior Citizens Center’s aging-in-community & intergenerational benefits
•Consider revisiting Accessory Dwelling Units as an aging-in-community benefit
Calumet City
•Broadly promote Calumet City as the first designated south suburban Age -Friendly City
•Build upon the AiaCR workshops to create an annual Aging-in-Community Resource Fair
•Support establishing an affordable south suburban home repair/modification program
Park Forest
•Make aging-in-community a strategic priority in Park Forest’s current strategic planning
•Revisit the Jolly Trolley and public transportation services within Park Forest
•Develop aging-in-community handbook to help residents navigate issues & access resources
AiaCR 2021 -Lessons Learned I
1)Different starting points –Regardless of where they currently are,
each municipality can elevate its support of aging-in-community
2)No one size fits all –Both the AiaCR process & support for aging-in-
community itself will look different in each municipality
3)Champions are important --Municipal leadership support should
begin at the kickoff meeting
4)Take a ‘whole-of-government’ approach –The Core Team should
ideally represent multiple sectors or departments
5)Break down silos --Engage key stakeholder partners (from the aging
network & others) throughout the process
AiaCR 2021 -Lessons Learned II
6)Assess current aging-in-community climate --Informal assessments (by
stakeholders and –if possible –residents) are very valuable
7)Share knowledge –Every municipality benefits from a broadly held basis
of knowledge about available services & programs
8)Local framing --Link aging-in-community to key issues important in each
municipality (e.g. sustainability, economic development, housing, public
safety)
9)Listen & learn –The facilitated discussions are the most valuable
components of the workshops
10)Keep it simple & readable –Final reports are only helpful if they are used
AiaCR 2021 –Final Reports
Read the strategic guides at https://mayorscaucus.org/initiatives/aging-in-community/aging-in-a-changing-region/
AiaCR 2021 Municipalities Panel
Mary Ribando
Executive Assistant
Village of Bensenville
Val Williams
Economic Development Department
City of Calumet City
Rob Gunther
Director of Recreation, Parks & Community Health
Village of Park Forest
AiaCR 2021 –Panel Questions
1)How would you describe your municipality’s experience in the
AiaCR 2021 Cohort?
2)Do you think that the right number & types of stakeholders &
residents participated in the Workshops? Why or why not?
3)Have you begun addressing any of the strategic recommendations
in the final report? If so, which ones?
4)Are there things you would do differently if you had a do-over
chance to be an AiaCR Cohort municipality?
5)What advice would you give to a municipality hoping to join a
future AiaCR Cohort?
6)Do you have any other thoughts to share?
AiaCR 2021 –Q & A
The floor is open…
AiaCR 2021 –CMAP’s Technical Assistance
As their part of the AiaCR program, CMAP has identified a
technical assistance opportunity, and they have begun working
with Park Forest on an Aging-in-Community Handbook
Here from CMAP to discuss this today are:
•Enrique Castillo –Senior Planner
•Dominick Argumedo –Senior Planner
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
New Business #7
Tracking Number
EDC 2022-20
Bricolage Wellness – Windmill Farms PUD (Rezoning)
Economic Development Committee – April 5, 2022
CC – 04/09/19
Approval of Ordinance 2019-23 for the
Rezoning of Windmill Farms to B-3 & A-1
agricultural district near Rte 71 and 126 PZC 2019-03 & EDC 2019-25
Majority
Vote
Proposed professional services office on a parcel within the former Windmill Farms
Development.
Krysti J. Barksdale-Noble, AICP Community Development
Name Department
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: Economic Development Committee
From: Krysti J. Barksdale-Noble, Community Development Director
CC: Bart Olson, City Administrator
Jason Engberg, Senior Planner
Date: March 18, 2022
Subject: PZC 2022-02 Bricolage Wellness – 8721 Route 126
Proposed Professional Services Office Use (Rezoning)
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.
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.
This rezoning request is tentatively scheduled for a public hearing before the Planning and Zoning
Commission on April 13, 2022. Staff and the petitioner will be available at Tuesday night’s meeting to
answer any questions.
ATTACHMENTS:
1. Petitioner Rezoning Application
2. Ordinance 2008-40 - Windmill Farms Annexation and PUD Agreement
3. 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
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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—
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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.)
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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.
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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.
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VEGETATION FRAMES VtON
AND CREKIES CORRIDOR
Vier ofarrerrity feature is framed by use of vegetation and
road alignment, creating a signature element
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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.
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Pfazas and courtyards offer spaces for outdoor cafes
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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.
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Single primary entrance reduces access points along Corridor
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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.
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Drop-off area doesn't conflict with regular traft
and is identifled with paving and bollards
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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
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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.
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Median with sidewalk allows sate
access to building entry
Crosswalk delineated with paving and bollards
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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
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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
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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
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3
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Exhibit l
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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
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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
New Business #8
Tracking Number
EDC 2022-21
Windmill Farms – 2nd Amendment to Annexation Agreement
Economic Development Committee – April 5, 2022
4-9-2019
Approval of Annex. Agr. Amendment
Ordinance 2019-22
EDC 2019-25
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).
Memorandum
To: Economic Development Committee
From: Krysti J. Barksdale-Noble, Community Development Director
CC: Bart Olson, City Administrator
Kathleen Field-Orr, City Attorney
Date: March 31, 2022
Subject: Windmill Farms – 2nd Amendment to Annexation Agreement
Regarding Zoning of Certain Property within Original Development
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
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. This annexation agreement amendment request is tentatively
scheduled for a public hearing before the City Council on April 12, 2022. Staff will be available at Tuesday
night’s meeting to answer any questions.
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
FIRST 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
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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—
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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.
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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.)
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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.
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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.
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Pfazas and courtyards offer spaces for outdoor cafes
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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.
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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.
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Drop-off area doesn't conflict with regular traft
and is identifled with paving and bollards
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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
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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.
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Median with sidewalk allows sate
access to building entry
Crosswalk delineated with paving and bollards
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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
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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
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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
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0 25 50 100 150 200
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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
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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
New Business #9
Tracking Number
EDC 2022-22
Bristol Bay - Unit 3 (Final Plat Amendment)
Economic Development Committee – April 5, 2022
CC – 09/13/05
Approval of Final Plat of Subdivision
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.
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: Economic Development Committee
From: Krysti J. Barksdale-Noble, Community Development Director
CC: Bart Olson, City Administrator
Brad Sanderson, EEI, City Engineer
Date: March 14, 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.
This matter was discussed at the March 10, 2022 Plan Council meeting and is scheduled for the
April 13, 2022 Planning and Zoning Commission meeting. 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. Should you have any questions regarding this matter; staff will be available at Tuesday night’s
meeting.
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
Website: www.yorkville.il.us
INTENT AND PURPOSEThe purpose of this application is to allow land to be divided and distributed in a way that conforms to the City of Yorkville’s standards. The process for applying for a final plat or replat allows for the review of a proposed layout of divided lots and establishes standard design specification to ensure adequate roadways for safe and efficient traffic circulation is provided; safeguard against flood damage; promotes access and availability of utilities; and requires the provision of other necessary public improvements.
This packet explains the process to successfully submit and complete an Application for Final Plat/Replat. It includes a detailed description of the process, outlines required submittal materials, and contains the application.
For a complete explanation of what is legally required throughout the process, please refer to “Title 11 Subdivision Control” of the Yorkville, Illinois City Code.
APPLICATION PROCEDURE
STEP1
APPLICATION
SUBMITTAL
SUBMIT APPLICATION, FEES, AND PLANS TO THE COMMUNITY DEVELOPMENT DEPT.
The following must be submitted:
One (1) original signed and notarized application.
Legal description of the property in Microsoft Word.
Three (3) copies each of the exhibits and proposed drawings. All exhibits and plans must be an appropriate size for all details and descriptions to be legible.
Appropriate application and filing fee. Checks may be written to the United City of Yorkville.
Signed Applicant Deposit Account/Acknowledgment of Financial Responsibility form.
One (1) electronic copy (PDF) of all materials submitted including application and exhibits.
Within one (1) week of submittal, the Community Development Department will determine if the application is complete or if additional information is needed. An incomplete submittal could delay the scheduling of the project.
The petitioner is responsible for payment of recording fees and outside consultant costs (i.e. legal review, engineering review, etc.). The petitioner will be required to establish a deposit account with the City to cover these fees.
Once submitted and complete, Community Development staff will provide a tentative schedule of meetings as well as all the needed documents for the process.
The petitioner must present the proposed request to the Plan Council. The members of the Council include the Community Development Director, City Engineer, the Building Department Official, the Public Works Director, the Director of Parks and Recreation, a Fire Department Representative, and a Police Department Representative. This meeting is held to provide the petitioner with guidance from all City staff departments to ensure the petitioner is aware of all requirements and regulations for their development. Upon recommendation by the Plan Council, the petitioner will move forward to the Economic Development Committee.
STEP2
PLAN
COUNCIL
MEETS ON THE 2ND & 4TH THURSDAY OF THE MONTH
This step is dependent on the complexity of the request and may be skipped at the discretion of staff.
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
The petitioner must present the proposed plat to the Economic Development Committee. The committee consists of four alderman who will provide feedback to the petitioner regarding their request. This feedback allows the petitioner to gather comments and concerns prior to full City Council considerations. It also allows the City Council members to review the request prior to its arrival at City Council.
STEP3
ECONOMIC
DEVELOPMENT
COMMITTEE
MEETS ON THE 1ST TUESDAY OF THE MONTH
The petitioner will attend and present their plat to the Planning and Zoning Commission. The Planning and Zoning Commission will discuss the request and make a recommendation to City Council.
STEP4
PLANNING
& ZONING
COMMISSION
MEETS ON THE 2ND WEDNESDAY OF THE MONTH
The petitioner will attend the City Council meeting where the recommendation of the plat will be considered. City Council will make the final approval of the plat. If approved, City staff will have a drafted ordinance to be signed by the Council and must be recorded with the County Clerk before any further steps may be taken by the petitioner.
STEP5
CITY
COUNCIL
MEETS ON THE 2ND & 4TH TUESDAY OF THE MONTH
SAMPLE MEETING SCHEDULE
MONTH 1 MONTH 2 MONTH 3 MONTH 4
Su M Tu W Th F Sa
1 2
3 4 5 6 7 8 9
10 11 12 13 14 15 16
17 18 19 20 21 22 23
24 25 26 27 28 29 30
Su M Tu W Th F Sa
1 2 3 4 5 6 7
8 9 10 11 12 13 14
15 16 17 18 19 20 21
22 23 24 25 26 27 28
29 30 31
Su M Tu W Th F Sa
1 2 3 4 5 6 7
8 9 10 11 12 13 14
15 16 17 18 19 20 21
22 23 24 25 26 27 28
29 30
Su M Tu W Th F Sa
1 2 3 4 5
6 7 8 9 10 11 12
13 14 15 16 17 18 19
20 21 22 23 24 25 26
27 28 29 30 31
City CouncilPlanning & Zoning CommissionEconomic Development CommitteePlan Council Meeting
This is a sample of what a schedule may look like after submission. The Step 1 Submission must be completed before the Plan Council Meeting can be scheduled. This timeline represents an ideal schedule. Throughout the review process, there may be requests or changes to the submission requested by the committees which may delay the meeting schedule. As illustrated, there is a small amount of time between meeting dates and the deadline for updated materials to be submitted for review. Depending on the complexity and nature of the request, this timeline may be extended to give the petitioner and staff enough time to review requested updates to the submission.
Meeting Date Updated Materials Submitted for Meeting
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
DORMANT APPLICATIONS
The Community Development Director shall determine if an application meets or fails to meet the submission requirements. If the Director determines that the application is incomplete it will become dormant under these circumstances:
• The applicant has been notified of such deficiencies and has not responded or provided a time line for completing the application within ninety (90) days from the time of notification.
• The applicant has not responded in writing to a request for information or documentation from the initial planning and zoning commission review within six (6) months from the date of that request.
• The applicant has not responded to a request for legal or engineering deposit replenishment for city incurred costs and fees within ninety (90) days from the date of the request.
If the Community Development Director has sent the required notice and the applicant has not withdrawn their application or brought it into compliance, then the director shall terminate the application. After termination, the application shall not be reconsidered except after the filing of a completely new application.
Withdrawal or termination of an application shall not affect the applicant’s responsibility for payment of any costs and fees, or any other outstanding debt owed to the city. The balance of any funds deposited with the city that is not needed to pay for costs and fees shall be returned to the applicant. (Ord. 2011-34, 7-26-2011)
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
REQUIRED MATERIALS FOR FINAL PLAT OR SUBDIVISION PLAT
The following information must be shown on all final plats and final plats of resubdivision:
Legal Description
Monuments
Exterior Boundary Lines
Widths
Lot Lines
Setback Lines
Consecutive Numbering & Lettering
Lot Angles
Circular Curves
Street Names
Abutment
Dedicated Lands
LOT AREAS
LOT #
1
2
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
SQ.FT.
164,918±
899,104±
1,800±
1,500±
1,500±
1,500±
1,500±
1,800±
1,800±
1,500±
1,500±
1,500±
1,500±
1,800±
1,800±
1,500±
1,500±
1,500±
1,500±
1,800±
1,800±
1,500±
1,500±
1,500±
1,500±
ACRES
3.786±
20.641±
0.041±
0.034±
0.034±
0.034±
0.034±
0.041±
0.041±
0.034±
0.034±
0.034±
0.034±
0.041±
0.041±
0.034±
0.034±
0.034±
0.034±
0.041±
0.041±
0.034±
0.034±
0.034±
0.034±
LOT AREAS
LOT #
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
SQ.FT.
1,800±
1,800±
1,500±
1,500±
1,500±
1,500±
1,800±
1,800±
1,500±
1,500±
1,500±
1,500±
1,800±
1,800±
1,500±
1,500±
1,500±
1,500±
1,800±
1,800±
1,500±
1,500±
1,500±
1,500±
1,800±
ACRES
0.041±
0.041±
0.034±
0.034±
0.034±
0.034±
0.041±
0.041±
0.034±
0.034±
0.034±
0.034±
0.041±
0.041±
0.034±
0.034±
0.034±
0.034±
0.041±
0.041±
0.034±
0.034±
0.034±
0.034±
0.041±Illinois Professional Design Firm # 184-0013222363 Sequoia Drive, Suite 101,Aurora, Illinois 60506t. 630.553.7560 f. 630.553.7646www.hrgreen.com1 OF 4
PINs: 02-19-481-001
02-20-353-010
02-20-353-011
LOT 1(SEE SHEET 2 FOR L
O
T
1
&
L
O
T
1
0
1
-
1
4
8
D
E
T
A
I
L
S
)
LOT 51
KENDALL MARKETPLACE
DOC. 200700014779
REC. 05/07/2007BLACKBERRY SH
O
R
E
L
A
N
E(66' R.O.W. HERETOF
O
R
E
D
E
D
I
C
A
T
E
D
P
E
R
D
O
C
.
2
0
0
7
0
0
0
1
4
7
7
9
)GILLESPIE LANE(80' R.O.W. HERETOFORE DEDICATED PER DOC. 200700014779)
LOT 50 LOT 49 LOT 48 LOT 47 LOT 46 LOT 45 LOT 44 LOT 43 LOT 42 LOT 41 LOT 40 LOT 39 LOT 38 LOT 37 LOT 36 LOT 35 LOT 34
LOT 33 LOT 31 LOT 30 LOT 29 LOT 28 LOT 27 LOT 26 LOT 25 LOT 24
LOT 23
FUTURE
BEECHER
ROAD
KENDALL MARKETPLACE
DOC. 200700014779
REC. 05/07/2007
KENDALL MARKETPLACE
DOC. 200700014779
REC. 05/07/2007
LOT 16
LOT 17
LOT 19
L
O
T
5
5
KENDALL MARKETPLACE
DOC. 200700014779
REC. 05/07/2007
L
O
T
5
5
KENDALL MARKETPLACE
DOC. 200700014779
REC. 05/07/2007
LOT 57HIGH RIDGELANEU
N
S
U
B
D
I
V
I
D
E
D
L
A
N
D
S
LOT 2 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 148 147 146 145 144 143 142 141 140 139 138 137 136 135 134 133 132 131 120 119 121 122 123 124 130 129 128 127 126 125LOT 32
TOTAL LAND AREA: 1,141,501± SQ.FT. OR 26.205± ACRES
KENDALL MARKETPLACE
DOC. 200700014779
REC. 05/07/2007
LOT 52
Watercourses and Drainage
Access to Lake or Streams (not shown)
Survey
Certificates of Approval (not shown)
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
FINAL PLAT OF RESUBDIVISION EXAMPLE
A
B
B
C
C
D
D
E
F
F
G
G
H
I
J
JK
L
M
O
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
INVOICE & WORKSHEET PETITION APPLICATION
CONCEPT PLAN REVIEW Engineering Plan Review deposit $500.00 Total: $
AMENDMENT Annexation
Plan
Plat
P.U.D.
$500.00
$500.00
$500.00
$500.00
Total: $
ANNEXATION $250.00 + $10 per acre for each acre over 5 acres
Total: $
____________ - 5 = ____________ x $10 = ____________ + $250 = $ ____________
# of Acres Acres over 5 Amount for Extra Acres Total Amount
REZONING $200.00 + $10 per acre for each acre over 5 acres
Total: $
If annexing and rezoning, charge only 1 per acre fee; if rezoning to a PUD, charge PUD Development Fee - not Rezoning Fee
____________ - 5 = ____________ x $10 = ____________ + $200 = $ ____________
# of Acres Acres over 5 Amount for Extra Acres Total Amount
SPECIAL USE $250.00 + $10 per acre for each acre over 5 acres
Total: $
____________ - 5 = ____________ x $10 = ____________ + $250 = $ ____________
# of Acres Acres over 5 Amount for Extra Acres Total Amount
ZONING VARIANCE $85.00 + $500.00 outside consultants deposit Total: $
PRELIMINARY PLAN FEE $500.00 Total: $
PUD FEE $500.00 Total: $
FINAL PLAT FEE $500.00 Total: $
ENGINEERING PLAN
REVIEW DEPOSIT
Less than 1 acre
Over 1 acre, less than 10 acres
Over 10 acres, less than 40 acres
Over 40 acres, less than 100 acres
Over 100 acres
$5,000.00
$10,000.00
$15,000.00
$20,000.00
$25,000.00
Total: $
OUTSIDE CONSULTANTS DEPOSIT Legal, land planner, zoning coordinator, environmental services
Total: $
For Annexation, Subdivision, Rezoning, and Special Use:
Less than 2 acres
Over 2 acres, less than 10 acres
Over 10 acres
$1,000.00
$2,500.00
$5,000.00
TOTAL AMOUNT DUE:
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 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.
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 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
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
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1
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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'
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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
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
New Business #10
Tracking Number
EDC 2022-23
Bristol Bay - Unit 13 (Final Plat)
Economic Development Committee – April 5, 2022
CC – 11/28/06
Approval of Final Plat of Subdivision
PC 2006-70
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.
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: Economic Development Committee
From: Krysti J. Barksdale-Noble, Community Development Director
CC: Bart Olson, City Administrator
Brad Sanderson, EEI, City Engineer
Date: March 15, 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.
This matter was discussed at the March 10, 2022 Plan Council meeting and is scheduled for the
April 13, 2022 Planning and Zoning Commission meeting. 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. Should you have any questions regarding this matter; staff will be available at Tuesday night’s
meeting.
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. 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.
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 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.
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'
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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
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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'
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'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
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S05°51'10"E67.52'
S01°06'59"E
67.52'
S03°37'13"W
67.52'S08°21'24"W
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'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
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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
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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
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PINs: 02-04-400-01502-09-200-01402-09-200-016ROSENWINKEL STREET
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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