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City Council Packet 2019 09-24-19 AGENDA CITY COUNCIL MEETING Tuesday, September 24, 2019 7:00 p.m. City Hall Council Chambers 800 Game Farm Road, Yorkville, IL Call to Order: Pledge of Allegiance: Roll Call by Clerk: WARD I WARD II WARD III WARD IV Ken Koch Jackie Milschewski Chris Funkhouser Seaver Tarulis Dan Transier Arden Joe Plocher Joel Frieders Jason Peterson Establishment of Quorum: Amendments to Agenda: Presentations: Public Hearings: Citizen Comments on Agenda Items: Consent Agenda: Minutes for Approval: 1. Minutes of the Regular City Council – September 10, 2019 Bill Payments for Approval from the Current Bill List: Payments total these amounts: $ 712,021.43 (vendors) $ 282,414.57 (payroll period ending 9/6/19) $ 994,436.00 (total) Mayor’s Report: 1. CC 2019-57 Resolution Approving Old Jail License Agreement for Maintenance Access to City Parking Lot 2. CC 2019-58 Road to Better Roads Program (FY 2021) – Approval of Streets 3. CC 2019-59 City Administrator Employment Agreement 4. CC 2019-60 MFT Compliance Review No. 66 for January 1, 2018 – April 30, 2019 5. CC 2019-61 Ordinance Amending Title 3, Chapter 2 of the Code of Ordinances Imposing Municipal Cannabis Retailers’ Occupation Tax United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 Telephone: 630-553-4350 www.yorkville.il.us City Council Agenda September 24, 2019 Page 2 Public Works Committee Report: Economic Development Committee Report: Public Safety Committee Report: 1. PS 2019-29 Resolution Authorizing the Sale and Transfer of Personal Property Owned by the City (Squad Cars) 2. PS 2019-30 Resolution Authorizing the Sale and Transfer of Personal Property Owned by the City (Police Department Equipment) 3. PS 2019-32 Ordinance Amending Title 3, Chapter 3 of the Code of Ordinances Creating a New Liquor License Class and Fee (Bring Your Own) Administration Committee Report: 1. ADM 2019-32 Resolution Approving an Amendment to the United City of Yorkville Employee Manual (Nepotism Policy) 2. ADM 2019-50 Monthly Treasurer’s Report for August 2019 Park Board: Planning and Zoning Commission: 1. PZC 2019-16 and EDC 2019-38 Ordinance Adopting by Reference Certain Building, Mechanical, Plumbing, Energy Conservation, Fire, Fuel Gas, Property Maintenance, Residential, Existing Building, Swimming Pool and Accessibility Codes Regulating and Governing the Construction, Conditions and Maintenance of All Property, Buildings and Structures in the City 2. PZC 2019-09 and EDC 2019-23 Downtown Form-Based Code and Streetscape Master Plan a. Ordinance Amending the Yorkville Zoning Ordinance by Adding a Downtown Overlay District b. Ordinance Approving a Streetscape Master Plan for the Downtown Overlay District 3. PZC 2019-20 and EDC 2019-64 Ordinance Granting a Front Yard Setback Variance for the Property Located at 208 E. Main Street (Front Porch) City Council Report: City Clerk’s Report: Community and Liaison Report: Staff Report: Additional Business: Citizen Comments: Executive Session: Adjournment: City Council Agenda September 24, 2019 Page 3 COMMITTEES, MEMBERS AND RESPONSIBILITIES ADMINISTRATION: October 16, 2019 – 6:00 p.m. – City Hall Conference Room Committee Departments Liaisons Chairman: Alderman Funkhouser Finance Library Vice-Chairman: Alderman Transier Administration Committee: Alderman Plocher Committee: Alderman Peterson ECONOMIC DEVELOPMENT: October 1, 2019 – 6:00 p.m. – City Hall Conference Room Committee Departments Liaisons Chairman: Alderman Milschewski Community Development Planning & Zoning Commission Vice-Chairman: Alderman Peterson Building Safety & Zoning Kendall Co. Plan Commission Committee: Alderman Koch Committee: Alderman Frieders PUBLIC SAFETY: November 7, 2019 – 6:30 p.m. – City Hall Conference Room Committee Departments Liaisons Chairman: Alderman Tarulis Police School District Vice-Chairman: Alderman Frieders Committee: Alderman Milschewski Committee: Alderman Transier PUBLIC WORKS: October 15, 2019 – 6:00 p.m. – City Hall Conference Room Committee Departments Liaisons Chairman: Alderman Plocher Public Works Park Board Vice-Chairman: Alderman Koch Engineering YBSD Committee: Alderman Funkhouser Parks and Recreation Committee: Alderman Tarulis UNITED CITY OF YORKVILLE WORKSHEET CITY COUNCIL Tuesday, September 24, 2019 7:00 PM CITY COUNCIL CHAMBERS ---------------------------------------------------------------------------------------------------------------------------------------- AMENDMENTS TO AGENDA: ---------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------- CITIZEN COMMENTS ON AGENDA ITEMS: ----------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- MINUTES FOR APPROVAL: ----------------------------------------------------------------------------------------------------------------------------------------- 1. Minutes of the Regular City Council – September 10, 2019 □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ---------------------------------------------------------------------------------------------------------------------------------------- BILLS FOR PAYMENT: ----------------------------------------------------------------------------------------------------------------------------------------- □ Approved ________ □ As presented □ As amended □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- MAYOR’S REPORT: ----------------------------------------------------------------------------------------------------------------------------------------- 1. CC 2019-57 Resolution Approving Old Jail License Agreement for Maintenance Access to City Parking Lot □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 2. CC 2019-58 Road to Better Roads Program (FY 2021) – Approval of Streets □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 3. CC 2019-59 City Administrator Employment Agreement □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 4. CC 2019-60 MFT Compliance Review No. 66 for January 1, 2018 – April 30, 2019 □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 5. CC 2019-61 Ordinance Amending Title 3, Chapter 2 of the Code of Ordinances Imposing Municipal Cannabis Retailers’ Occupation Tax □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes ___________________________________________________________________________ ___________________________________________________________________________________ ___________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- PUBLIC SAFETY COMMITTEE REPORT: ----------------------------------------------------------------------------------------------------------------------------------------- 1. PS 2019-29 Resolution Authorizing the Sale and Transfer of Personal Property Owned by the City (Squad Cars) □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 2. PS 2019-30 Resolution Authorizing the Sale and Transfer of Personal Property Owned by the City (Police Department Equipment) □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 3. PS 2019-32 Ordinance Amending Title 3, Chapter 3 of the Code of Ordinances Creating a New Liquor License Class and Fee (Bring Your Own) □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- ADMINISTRATION COMMITTEE REPORT: ----------------------------------------------------------------------------------------------------------------------------------------- 1. ADM 2019-32 Resolution Approving an Amendment to the United City of Yorkville Employee Manual (Nepotism Policy) □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 2. ADM 2019-50 Monthly Treasurer’s Report for August 2019 □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- PLANNING AND ZONING COMMISION REPORT: ----------------------------------------------------------------------------------------------------------------------------------------- 1. PZC 2019-16 and EDC 2019-38 Ordinance Adopting by Reference Certain Building, Mechanical, Plumbing, Energy Conservation, Fire, Fuel Gas, Property Maintenance, Residential, Existing Building, Swimming Pool and Accessibility Codes Regulating and Governing the Construction, Conditions and Maintenance of All Property, Buildings and Structures in the City □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 2. PZC 2019-09 and EDC 2019-23 Downtown Form-Based Code and Streetscape Master Plan a. Ordinance Amending the Yorkville Zoning Ordinance by Adding a Downtown Overlay District □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ b. Ordinance Approving a Streetscape Master Plan for the Downtown Overlay District □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 3. PZC 2019-20 and EDC 2019-64 Ordinance Granting a Front Yard Setback Variance for the Property Located at 208 E. Main Street (Front Porch) □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- ADDITIONAL BUSINESS: ----------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------- CITIZEN COMMENTS: ----------------------------------------------------------------------------------------------------------------------------------------- Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number Minutes #1 Tracking Number Minutes of the Regular City Council – September 10, 2019 City Council – September 24, 2019 Majority Approval Approval of Minutes Lisa Pickering Administration Name Department  DRAFT MINUTES OF THE REGULAR MEETING OF THE CITY COUNCIL OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, HELD IN THE CITY COUNCIL CHAMBERS, 800 GAME FARM ROAD ON TUESDAY, SEPTEMBER 10, 2019 Mayor Purcell called the meeting to order at 7:01 p.m. and led the Council in the Pledge of Allegiance. ROLL CALL City Clerk Pickering called the roll. Ward I Koch Present Transier Present Ward II Milschewski Present Plocher Present (arrived 7:09 p.m.) Ward III Funkhouser Present Frieders Present Ward IV Tarulis Absent Peterson Present Staff present: City Administrator Olson, City Clerk Pickering, Chief of Police Jensen, Deputy Chief of Police Mikolasek, Deputy Chief of Police Pfizenmaier, Community Development Director Barksdale- Noble, Finance Director Fredrickson, Parks and Recreation Director Evans, Assistant City Administrator Willrett, Building Code Official Ratos, Purchasing Manager Parker, and Attorney Orr. QUORUM A quorum was established. AMENDMENTS TO THE AGENDA None. PRESENTATIONS Swearing-in of Patrol Officers Luke Swanson, Sean Enk, and Cory Shepherd Mayor Purcell, along with Fire and Police Commission Chairman Robert Johnson and Chief of Police James Jensen, swore in Luke Swanson, Sean Enk, and Cory Shepherd as Patrol Officers for the police department. PUBLIC HEARINGS None. CITIZEN COMMENTS ON AGENDA ITEMS None. CONSENT AGENDA None. MINUTES FOR APPROVAL Mayor Purcell entertained a motion to approve the minutes of the regular City Council meetings of August 13, 2019 and August 27, 2019 as presented. So moved by Alderman Milschewski; seconded by Alderman Peterson. Motion unanimously approved by a viva voce vote. BILLS FOR PAYMENT Mayor Purcell entertained a motion to approve the bill list in the amount of $310,301.36 (vendors); $53,525.35 (wire payments); $290,570.84 (payroll period ending 8/23/19); for a total of $654,397.55. So moved by Alderman Transier; seconded by Alderman Koch. Motion approved by a roll call vote. Ayes-7 Nays-0 Funkhouser-aye, Transier-aye, Plocher-aye, Frieders-aye, Peterson-aye, Koch-aye, Milschewski-aye REPORTS The Minutes of the Regular Meeting of the City Council – September 10, 2019 – Page 2 of 5   MAYOR’S REPORT Mill Road Paving Mayor Purcell reported that Kendall County expected the Mill Road paving to be completed by the end of the September. Hometown Days Mayor Purcell reported that the Hometown Days festival had an excellent turnout. Director Evans thanked everyone that attended the event. He said that festival attendance this year was higher than previous years. He also mentioned that the addition of the Disney cover band on Saturday afternoon was very popular with festival attendees and resulted in a large amount of carnival ticket sales. Meeting with School District Mayor Purcell mentioned that himself, Administrator Olson, and Director Evans met with Dr. Shimp and Dr. Burks from the school district to discuss potential future collaborations between the city and the school district. National Suicide Prevention + Action Month Proclamation (CC 2019-52) Mayor Purcell proclaimed the month of September as National Suicide Prevention Awareness Month in the United City of Yorkville (see attached). Alderman Frieders reported that a total of eighty-two communities and six counties in twenty-one different states have now issued proclamations resulting in a total population impact of 5.5 million people. He mentioned that today is an important day for suicide prevention as it is World Suicide Prevention Day. Assisted Living Week Proclamation (CC 2019-53) Mayor Purcell proclaimed September 8 – 14, 2019 as Assisted Living Week in the United City of Yorkville (see attached). Constitution Week Proclamation (CC 2019-54) Mayor Purcell proclaimed September 17 – 23, 2019 as Constitution Week in the United City of Yorkville (see attached). Resolution 2019-26 Approving an Intergovernmental Agreement Between the United City of Yorkville and Kendall County Emergency Phone Service and Communications Board (2019) – IP Flexible Reach (CC 2019-55) Mayor Purcell entertained a motion to approve a Resolution Approving an Intergovernmental Agreement Between the United City of Yorkville and Kendall County Emergency Phone Service and Communications Board (2019) – IP Flexible Reach and authorize the Mayor and City Clerk to execute. So moved by Alderman Funkhouser; seconded by Alderman Peterson. Motion approved by a roll call vote. Ayes-7 Nays-0 Transier-aye, Plocher-aye, Frieders-aye, Peterson-aye, Koch-aye, Milschewski-aye, Funkhouser-aye Purchase Request for a Police SUV (CC 2019-56) Purchase Authorization Ordinance 2019-47 Authorizing the Fifth Amendment to the Annual Budget for the Fiscal Year Commencing on May 1, 2019 and Ending on April 30, 2020 Mayor Purcell entertained a motion to approve a purchase request for a new 2020 Ford Explorer SUV and all of the required equipment through the state bid not to exceed $64,000 and to approve an Ordinance Authorizing a Fifth Amendment to the Annual Budget for the Fiscal Year Commencing on May 1, 2019 and Ending on April 30, 2020 and authorize the Mayor and City Clerk to execute. So moved by Alderman Frieders; seconded by Alderman Funkhouser. Motion approved by a roll call vote. Ayes-7 Nays-0 Transier-aye, Plocher-aye, Frieders-aye, Peterson-aye, Koch-aye, Milschewski-aye, Funkhouser-aye The Minutes of the Regular Meeting of the City Council – September 10, 2019 – Page 3 of 5   PUBLIC WORKS COMMITTEE REPORT Temporary Easement for East Alley Parking Lot between the City and Imperial Investments, LLC (PW 2018-102) Alderman Plocher made a motion to approve a Temporary Easement Agreement for the East Alley Parking Lot between the City and Imperial Investments, LLC and authorize the Mayor to execute; seconded by Alderman Koch. Motion approved by a roll call vote. Ayes-7 Nays-0 Plocher-aye, Frieders-aye, Peterson-aye, Koch-aye, Milschewski-aye, Funkhouser-aye, Transier-aye ECONOMIC DEVELOPMENT COMMITTEE REPORT Resolution 2019-27 Approving an Amendment to the Professional Services Agreement with Houseal Lavigne Associates, LLC (Unified Development Ordinance) (EDC 2019-68) Alderman Milschewski made a motion to approve a Resolution Approving an Amendment to the Professional Services Agreement with Houseal Lavigne Associates, LLC (Unified Development Ordinance) and authorize the Mayor and City Clerk to execute; seconded by Alderman Frieders. Motion approved by a roll call vote. Ayes-6 Nays-0 Present-1 Frieders-aye, Peterson-aye, Koch-aye, Milschewski-aye, Funkhouser-present, Transier-aye, Plocher-aye PUBLIC SAFETY COMMITTEE REPORT No report. ADMINISTRATION COMMITTEE REPORT Resolution 2019-28 Approving an Amendment to the Employee Manual (Travel/Meal Policy) (ADM 2019-47) Alderman Funkhouser made a motion to approve a Resolution Approving an Amendment to the Employee Manual (Travel/Meal Policy) and authorize the Mayor and City Clerk to execute; seconded by Alderman Frieders. Motion approved by a roll call vote. Ayes-7 Nays-0 Peterson-aye, Koch-aye, Milschewski-aye, Funkhouser-aye, Transier-aye, Plocher-aye, Frieders-aye PARK BOARD No report. PLANNING AND ZONING COMMISSION Ordinance Adopting by Reference Certain Building, Mechanical, Plumbing, Energy Conservation, Fire, Fuel Gas, Property Maintenance, Residential, Existing Building, Swimming Pool and Accessibility Codes Regulating and Governing the Construction, Conditions and Maintenance of All Property, Buildings and Structures in the City – First Reading (PZC 2019-16 and EDC 2019-38) Mayor Purcell stated this item was on the agenda for a first reading. He asked Code Official Ratos to give a brief synopsis on the building code updates. Code Official Ratos said the purpose of these building code updates is to update the city from the 2009 building codes to the 2018 building codes. He said the Planning and Zoning Commission has reviewed the proposed updates and has recommended approval. This item will be on the September 24th City Council agenda for a vote. Lenny’s Gas N Wash (PZC 2019-19 and EDC 2019-63) Ordinance 2019-48 Approving a Special Use for a Gasoline Service Station Within an Accessory Convenience Store and Car Wash at 4100 N. Bridge Street (Lenny’s Gas N Wash) The Minutes of the Regular Meeting of the City Council – September 10, 2019 – Page 4 of 5   Mayor Purcell entertained a motion to approve an Ordinance Approving a Special Use for a Gasoline Service Station Within an Accessory Convenience Store and Car Wash at 4100 N. Bridge Street (Lenny’s Gas N Wash) and authorize the Mayor and City Clerk to execute. So moved by Alderman Transier; seconded by Alderman Peterson. Motion approved by a roll call vote. Ayes-7 Nays-0 Milschewski-aye, Funkhouser-aye, Transier-aye, Plocher-aye, Frieders-aye, Peterson-aye, Koch-aye Ordinance 2019-49 Granting a Sign Variance for the Property Located at 4100 N. Bridge Street (Lenny’s Gas N Wash) Mayor Purcell entertained a motion to approve an Ordinance Granting a Sign Variance for the Property Located at 4100 N. Bridge Street (Lenny’s Gas N Wash) and authorize the Mayor and City Clerk to execute. So moved by Alderman Frieders; seconded by Alderman Koch. Motion approved by a roll call vote. Ayes-5 Nays-2 Milschewski-nay, Funkhouser-nay, Transier-aye, Plocher-aye, Frieders-aye, Peterson-aye, Koch-aye Ordinance 2019-50 Approving the Gas N Wash Route 47 Yorkville Subdivision Plat Mayor Purcell entertained a motion to approve an Ordinance Approving the Gas N Wash Route 47 Yorkville Subdivision Plat and authorize the Mayor and City Clerk to execute. So moved by Alderman Frieders; seconded by Alderman Plocher. Motion approved by a roll call vote. Ayes-7 Nays-0 Milschewski-aye, Funkhouser-aye, Transier-aye, Plocher-aye, Frieders-aye, Peterson-aye, Koch-aye CITY COUNCIL REPORT No report. CITY CLERK’S REPORT No report. COMMUNITY & LIAISON REPORT No report. STAFF REPORT No report. ADDITIONAL BUSINESS None. CITIZEN COMMENTS Metronet David and Stephanie Lopez, residents of the Greenbriar Subdivision, commented about their displeasure with the Metronet installation in their yard. They stated that Metronet used their yard and left deep vehicle tracks between their house and their neighbor’s house. Metronet also ran over their cinder block fire pit and cut their Comcast line. MAYOR’S REPORT (cont’d) Adult-Use Cannabis (CC 2019-51) Mayor Purcell said the city needs to have an ordinance in place by January 1st with any conditions that the City Council would like to implement. Mayor Purcell asked the council members to think about the conditions that the city should impose on cannabis sales. EXECUTIVE SESSION Mayor Purcell entertained a motion to go into executive session for litigation, when an action against, affecting, or on behalf of the particular public body has been filed and is pending before a court or administrative tribunal, or when the public body finds that an action is probable or imminent. So moved by Alderman Milschewski; seconded by Alderman Plocher. The Minutes of the Regular Meeting of the City Council – September 10, 2019 – Page 5 of 5   Motion approved by a roll call vote. Ayes-6 Nays-1 Milschewski-aye, Funkhouser-aye, Transier-aye, Plocher-aye, Frieders-nay, Peterson-aye, Koch-aye The City Council entered executive session at 7:54 p.m. The City Council returned to regular session at 9:03 p.m. ADJOURNMENT Mayor Purcell entertained a motion to adjourn the City Council meeting. So moved by Alderman Peterson; seconded by Alderman Transier. Motion unanimously approved by a viva voce vote. Meeting adjourned at 9:04 p.m. Minutes submitted by: Lisa Pickering, City Clerk, City of Yorkville, Illinois 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 Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number Bills for Payment Tracking Number Bills for Payment City Council – September 24, 2019 Majority Approval Amy Simmons Finance Name Department ϬϭͲϭϭϬD/E/^dZd/KEϭϭͲϭϭϭ&Ky,/>>^^ϮϱͲϮϮϱWZ<^ΘZW/d>  ϴϮͲϴϮϬ>/ZZzKWZd/KE^ϬϭͲϭϮϬ&/EEϭϮͲϭϭϮ^hE&>KtZ^dd^ϰϮͲϰϮϬd^Zs/  ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿϱϭͲϱϭϬtdZKWZd/KE^  ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEdϮϯͲϮϭϲDhE//W>h/>/E'ϱϮͲϱϮϬ^tZKWZd/KE^  ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ϮϯͲϮϯϬ/dzͲt/W/d>ϳϮͲϳϮϬ>E^,ϴϵͲϴϵϬKtEdKtEd/&//ϬϭͲϱϰϬ,>d,Θ^E/dd/KEϮϱͲϮϬϱWK>/W/d>ϳϵͲϳϵϬWZ<^WZdDEdϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E/^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWZdDEd ϵϱͲyyy^ZKtWK^/dDATE: 09/03/19 UNITED CITY OF YORKVILLE TIME: 12:01:31 CHECK REGISTERPRG ID: AP215000.WOW CHECK DATE: 09/03/19CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530117 DRSSKINN DRS SKINNERS AMUSEMENTS INC. 2019 HTD 09/03/19 01 2019 HOMETOWN DAYS CARNIVAL 79-795-56-00-5602 39,233.20 INVOICE TOTAL: 39,233.20 * CHECK TOTAL: 39,233.20 TOTAL AMOUNT PAID: 39,233.20Page 1 of 42  01-110  ADMINISTRATION11-111  FOX HILL SSA 25-225  PARKS & REC CAPITAL82-820  LIBRARY OPERATIONS01-120  FINANCE12-112  SUNFLOWER ESTATES  42-420  DEBT SERVICE84-840  LIBRARY CAPITAL 01-210  POLICE15-155  MOTOR FUEL TAX(MFT) 51-510  WATER OPERATIONS87-870  COUNTRYSIDE TIF 01-220  COMMUNITY DEVELOPMENT23-216  MUNICIPAL BUILDING 52-520  SEWER OPERATIONS88-880  DOWNTOWN TIF01-410  STREET OPERATIONS23-230  CITY-WIDE CAPITAL72-720  LAND CASH89-890  DOWNTOWN TIF II 01-540 HEALTH &  SANITATION25-205  POLICE CAPITAL79-790  PARKS DEPARTMENT90-XXX  DEVELOPER ESCROW01-640  ADMINISTRATIVE SERVICES25-215  PUBLIC WORKS CAPITAL79-795  RECREATION DEPARTMENT95-XXX  ESCROW DEPOSITDATE: 09/16/19UNITED CITY OF YORKVILLETIME: 08:17:08MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEMCHECKINVOICE #DATE# DESCRIPTION DATE ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 131153 KCRKENDALL COUNTY RECORDER'S09/10/1918112709/10/19 01 MILL RD IMPROVEMENTS WARRANTY23-230-60-00-6012106.0002 DEEDS** COMMENT **INVOICE TOTAL:106.00 *CHECK TOTAL:106.00TOTAL AMOUNT PAID:106.00Page 2 of 42                   01-110  ADMINISTRATION                                                 11-111  FOX HILL SSA                                              25-225  PARKS & REC CAPITAL         82-820  LIBRARY OPERATIONS 01-120  FINANCE                                                                12-112  SUNFLOWER ESTATES                                 42-420  DEBT SERVICE       84-840  LIBRARY CAPITAL 01-210  POLICE                                                                 15-155  MOTOR FUEL TAX(MFT)                               51-510  WATER OPERATIONS                   87-870  COUNTRYSIDE TIF 01-220  COMMUNITY DEVELOPMENT                             23-216  MUNICIPAL BUILDING                                 52-520  SEWER OPERATIONS            88-880  DOWNTOWN TIF 01-410  STREET OPERATIONS                                             23-230  CITY-WIDE CAPITAL                                       72-720  LAND CASH                                                    89-890  DOWNTOWN TIF II 01-540 HEALTH &  SANITATION                                        25-205  POLICE CAPITAL                                           79-790  PARKS DEPARTMENT                                     90-XXX  DEVELOPER ESCROW 01-640  ADMINISTRATIVE SERVICES                 25-215  PUBLIC WORKS CAPITAL                    79-795  RECREATION DEPARTMENT                    95-XXX  ESCROW DEPOSIT DATE: 09/16/19 UNITED CITY OF YORKVILLE TIME: 08:23:43 MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEM CHECK INVOICE # DATE # DESCRIPTION DATE ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 131155 KCR KENDALL COUNTY RECORDER'S 09/13/19 18245 09/13/19 01 FILED 4 NEW UTILITY LIENS 51-510-54-00-5448 212.00 02 MILL RD IMPROVEMENTS PLAT OF 23-230-60-00-6012 87.00 03 DEDICATION ** COMMENT ** INVOICE TOTAL: 299.00 * CHECK TOTAL: 299.00 TOTAL AMOUNT PAID: 299.00Page 3 of 42 01-110  ADMINISTRATION11-111  FOX HILL SSA 25-225  PARKS & REC CAPITAL82-820  LIBRARY OPERATIONS01-120  FINANCE12-112  SUNFLOWER ESTATES  42-420  DEBT SERVICE84-840  LIBRARY CAPITAL 01-210  POLICE15-155  MOTOR FUEL TAX(MFT) 51-510  WATER OPERATIONS87-870  COUNTRYSIDE TIF 01-220  COMMUNITY DEVELOPMENT23-216  MUNICIPAL BUILDING 52-520  SEWER OPERATIONS88-880  DOWNTOWN TIF01-410  STREET OPERATIONS23-230  CITY-WIDE CAPITAL72-720  LAND CASH89-890  DOWNTOWN TIF II 01-540 HEALTH &  SANITATION25-205  POLICE CAPITAL79-790  PARKS DEPARTMENT90-XXX  DEVELOPER ESCROW01-640  ADMINISTRATIVE SERVICES25-215  PUBLIC WORKS CAPITAL79-795  RECREATION DEPARTMENT95-XXX  ESCROW DEPOSITDATE: 09/17/19TIME: 08:18:05UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/24/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 531010 AACVB AURORA AREA CONVENTION7/19-ALL09/05/19 01 ALL SEASONS HOTEL TAX01-640-54-00-548141.0102 REBATE-JUL 2019** COMMENT **INVOICE TOTAL:41.01 *7/19-HAMPTON09/05/19 01 HAMPTON INN HOTEL TAX01-640-54-00-54816,008.4902 REBATE-JUL 2019** COMMENT **INVOICE TOTAL:6,008.49 *7/19-SUNSET09/05/19 01 SUNSET HOTEL TAX REBATE-JUL 01-640-54-00-548133.3002 2019** COMMENT **INVOICE TOTAL:33.30 *7/19-SUPER09/05/19 01 SUPER 8 HOTEL TAX REBATE-JUL 01-640-54-00-54811,946.2902 2019** COMMENT **INVOICE TOTAL:1,946.29 *CHECK TOTAL:8,029.09 531011 ALLSTAR ALL STAR SPORTS INSTRUCTION19514408/14/19 01 SUMMER II SESSION SPORTS79-795-54-00-5462910.0002 INSTRUCTION** COMMENT **INVOICE TOTAL:910.00 *CHECK TOTAL:910.00 531012 AMPERAGE AMPERAGE ELECTRICAL SUPPLY INC0942282-IN08/01/19 01 LIGHT79-790-56-00-5640190.13INVOICE TOTAL:190.13 *0945944-IN08/15/19 01 LUGS79-790-56-00-564038.56INVOICE TOTAL:38.56 *0948841-IN08/22/19 01 FLEX STEEL, CONNECTORS, NIPPLE 79-790-56-00-564049.30Page 4 of 42  01-110  ADMINISTRATION11-111  FOX HILL SSA 25-225  PARKS & REC CAPITAL82-820  LIBRARY OPERATIONS01-120  FINANCE12-112  SUNFLOWER ESTATES 42-420  DEBT SERVICE84-840  LIBRARY CAPITAL 01-210  POLICE15-155  MOTOR FUEL TAX(MFT) 51-510  WATER OPERATIONS87-870  COUNTRYSIDE TIF 01-220  COMMUNITY DEVELOPMENT23-216  MUNICIPAL BUILDING52-520  SEWER OPERATIONS88-880  DOWNTOWN TIF01-410  STREET OPERATIONS23-230  CITY-WIDE CAPITAL72-720  LAND CASH89-890  DOWNTOWN TIF II 01-540 HEALTH &  SANITATION25-205  POLICE CAPITAL79-790  PARKS DEPARTMENT90-XXX  DEVELOPER ESCROW01-640  ADMINISTRATIVE SERVICES25-215  PUBLIC WORKS CAPITAL79-795  RECREATION DEPARTMENT95-XXX  ESCROW DEPOSITDATE: 09/17/19TIME: 08:18:05UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/24/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 531012 AMPERAGE AMPERAGE ELECTRICAL SUPPLY INC0948841-IN08/22/19 02 LOCKNUTS, SCREW COVER BOX** COMMENT **INVOICE TOTAL:49.30 *CHECK TOTAL:277.99 531013 ANIRI ANIRI LLC073119-STREBATE09/16/19 01 MAY - JULY 2019 SALES TAX 01-640-54-00-54921,425.7002 REBATE** COMMENT **INVOICE TOTAL:1,425.70 *CHECK TOTAL:1,425.70D001369 ANTPLACE ANTHONY PLACE YORKVILLE LP09151909/15/19 01 CITY OF YORKVILLE HOUSING 01-640-54-00-5427634.0002 ASSISTANCE PROGRAM RENT** COMMENT **03 REIMBURSEMENT FOR OCT 2019** COMMENT **INVOICE TOTAL:634.00 *DIRECT DEPOSIT TOTAL:634.00 531014 ARNESON ARNESON OIL COMPANY26055508/14/19 01 AUG 2019 GASOLINE79-790-56-00-5695354.59INVOICE TOTAL:354.59 *26131508/22/19 01 AUG 2019 DIESEL FUEL01-410-56-00-569586.6702 AUG 2019 DIESEL FUEL51-510-56-00-569586.6703 AUG 2019 DIESEL FUEL52-520-56-00-569586.66INVOICE TOTAL:260.00 *26132208/22/19 01 AUG 2019 GASOLINE79-790-54-00-5495504.50INVOICE TOTAL:504.50 *CHECK TOTAL:1,119.09Page 5 of 42  01-110  ADMINISTRATION11-111  FOX HILL SSA 25-225  PARKS & REC CAPITAL82-820  LIBRARY OPERATIONS01-120  FINANCE12-112  SUNFLOWER ESTATES  42-420  DEBT SERVICE84-840  LIBRARY CAPITAL 01-210  POLICE15-155  MOTOR FUEL TAX(MFT) 51-510  WATER OPERATIONS87-870  COUNTRYSIDE TIF 01-220  COMMUNITY DEVELOPMENT23-216  MUNICIPAL BUILDING 52-520  SEWER OPERATIONS88-880  DOWNTOWN TIF01-410  STREET OPERATIONS23-230  CITY-WIDE CAPITAL72-720  LAND CASH89-890  DOWNTOWN TIF II 01-540 HEALTH &  SANITATION25-205  POLICE CAPITAL79-790  PARKS DEPARTMENT90-XXX  DEVELOPER ESCROW01-640  ADMINISTRATIVE SERVICES25-215  PUBLIC WORKS CAPITAL79-795  RECREATION DEPARTMENT95-XXX  ESCROW DEPOSITDATE: 09/17/19TIME: 08:18:05UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/24/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 531015 ATLAS ATLAS BOBCATBV973908/20/19 01 BOLTS, GRINDER TEETH01-410-56-00-5628493.12INVOICE TOTAL:493.12 *CHECK TOTAL:493.12 531016 ATTAT&T6305536805-081908/25/19 01 08/25-09/24 SERVICE51-510-54-00-5440345.76INVOICE TOTAL:345.76 *CHECK TOTAL:345.76 531017 BCBSBLUE CROSS BLUE SHIELD09061909/06/19 01 OCT 2019 HEALTH INS01-110-52-00-52169,168.7702 OCT 2019 HEALTH INS01-120-52-00-52164,173.4803 OCT 2019 HEALTH INS01-210-52-00-521654,259.0504 OCT 2019 HEALTH INS01-220-52-00-52166,930.8805 OCT 2019 HEALTH INS01-410-52-00-52168,711.0006 OCT 2019 HEALTH INS01-640-52-00-524013,823.4507 OCT 2019 HEALTH INS79-790-52-00-521612,462.7708 OCT 2019 HEALTH INS79-795-52-00-52167,338.0409 OCT 2019 HEALTH INS51-510-52-00-52167,634.5110 OCT 2019 HEALTH INS52-520-52-00-52164,636.8711 OCT 2019 HEALTH INS82-820-52-00-52165,537.7412 OCT 2019 DENTAL INS01-110-52-00-5223654.4013 OCT 2019 DENTAL INS01-120-52-00-5223432.6914 OCT 2019 DENTAL INS01-210-52-00-52233,691.2915 OCT 2019 DENTAL INS01-220-52-00-5223587.6616 OCT 2019 DENTAL INS01-410-52-00-5223538.7717 OCT 2019 DENTAL INS01-640-52-00-52411,098.2718 OCT 2019 DENTAL INS79-790-52-00-5223868.0719 OCT 2019 DENTAL INS79-795-52-00-5223544.8920 OCT 2019 DENTAL INS51-510-52-00-5223563.18Page 6 of 42  01-110  ADMINISTRATION11-111  FOX HILL SSA 25-225  PARKS & REC CAPITAL82-820  LIBRARY OPERATIONS01-120  FINANCE12-112  SUNFLOWER ESTATES  42-420  DEBT SERVICE84-840  LIBRARY CAPITAL 01-210  POLICE15-155  MOTOR FUEL TAX(MFT) 51-510  WATER OPERATIONS87-870  COUNTRYSIDE TIF 01-220  COMMUNITY DEVELOPMENT23-216  MUNICIPAL BUILDING 52-520  SEWER OPERATIONS88-880  DOWNTOWN TIF01-410  STREET OPERATIONS23-230  CITY-WIDE CAPITAL72-720  LAND CASH89-890  DOWNTOWN TIF II 01-540 HEALTH &  SANITATION25-205  POLICE CAPITAL79-790  PARKS DEPARTMENT90-XXX  DEVELOPER ESCROW01-640  ADMINISTRATIVE SERVICES25-215  PUBLIC WORKS CAPITAL79-795  RECREATION DEPARTMENT95-XXX  ESCROW DEPOSITDATE: 09/17/19TIME: 08:18:05UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/24/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 531017 BCBSBLUE CROSS BLUE SHIELD09061909/06/19 21 OCT 2019 DENTAL INS52-520-52-00-5223319.7422 OCT 2019 DENTAL INS82-820-52-00-5223582.29INVOICE TOTAL:144,557.81 *CHECK TOTAL:144,557.81 531018 BNSFBNSF RAILWAY COMPANY08291908/29/19 01 BNSF SITE CERTIFICATION01-110-54-00-5448500.0002 DEPOSIT AMOUNT** COMMENT **INVOICE TOTAL:500.00 *CHECK TOTAL:500.00 531019 BOHYERR REBEKAH BOHYERAUG 26-SEPT 809/11/19 01 UMPIRE79-795-54-00-546225.00INVOICE TOTAL:25.00 *CHECK TOTAL:25.00 531020 BOOMBAH BOOMBAH073119-STREBATE09/16/19 01 MAY - JULY 2019 SALES TAX 01-640-54-00-54922,428.0002 REBATE** COMMENT **INVOICE TOTAL:2,428.00 *CHECK TOTAL:2,428.00 531021 BULLINGJ JOSLYN T. BULLINGTONAUG 26-SEPT 809/11/19 01 UMPIRE79-795-54-00-546220.00INVOICE TOTAL:20.00 *CHECK TOTAL:20.00Page 7 of 42  01-110  ADMINISTRATION11-111  FOX HILL SSA 25-225  PARKS & REC CAPITAL82-820  LIBRARY OPERATIONS01-120  FINANCE12-112  SUNFLOWER ESTATES 42-420  DEBT SERVICE84-840  LIBRARY CAPITAL 01-210  POLICE15-155  MOTOR FUEL TAX(MFT) 51-510  WATER OPERATIONS87-870  COUNTRYSIDE TIF 01-220  COMMUNITY DEVELOPMENT23-216  MUNICIPAL BUILDING52-520  SEWER OPERATIONS88-880  DOWNTOWN TIF01-410  STREET OPERATIONS23-230  CITY-WIDE CAPITAL72-720  LAND CASH89-890  DOWNTOWN TIF II 01-540 HEALTH &  SANITATION25-205  POLICE CAPITAL79-790  PARKS DEPARTMENT90-XXX  DEVELOPER ESCROW01-640  ADMINISTRATIVE SERVICES25-215  PUBLIC WORKS CAPITAL79-795  RECREATION DEPARTMENT95-XXX  ESCROW DEPOSITDATE: 09/17/19TIME: 08:18:05UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/24/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 531022 CALLONE UNITED COMMUNICATION SYSTEMS1211242-1130059-0819 09/13/19 01 AUG 2019 ADMIN LINES01-110-54-00-5440403.7602 AUG 2019 CITY HALL NORTEL 01-110-54-00-5440166.7603 AUG 2019 CITY HALL NORTEL 01-210-54-00-5440166.7604 AUG 2019 CITY HALL NORTEL 51-510-54-00-5440166.7605 AUG 2019 POLICE LINES01-210-54-00-54401,177.8406 AUG 2019 CITY HALL FIRE01-210-54-00-5440390.1507 AUG 2019 CITY HALL FIRE01-110-54-00-5440390.1508 AUG 2019 PUBLIC WORKS LINES 51-510-54-00-54402,393.2809 AUG 2019 SEWER DEPT LINES 52-520-54-00-5440479.1310 AUG 2019 TRAFFIC SIGNAL01-410-54-00-543553.2011 MAINTENANCE** COMMENT **12 AUG 2019 PARKS DEPT LINES 79-790-54-00-544057.7113 AUG 2019 REC DEPT LINES79-795-54-00-5440289.57INVOICE TOTAL:6,135.07 *CHECK TOTAL:6,135.07 531023 CHDJOHAN CHAD JOHANSEN GOLF ACADEMY203907/24/19 01 SUMMER JUNIOR CAMPS79-795-54-00-54621,858.00INVOICE TOTAL:1,858.00 *CHECK TOTAL:1,858.00 531024 COMED COMMONWEALTH EDISON0185079109-081908/27/19 01 07/29-08/27 420 FAIRHAVEN 52-520-54-00-5480121.82INVOICE TOTAL:121.82 *0435113116-081909/03/19 01 07/31-08/30 RT34 & BEECHER 23-216-54-00-548256.60INVOICE TOTAL:56.60 *0903040077-081908/27/19 01 07/12-08/27 MISC STREET LIGHTS 23-216-54-00-54823,194.24INVOICE TOTAL:3,194.24 *Page 8 of 42  01-110  ADMINISTRATION11-111  FOX HILL SSA 25-225  PARKS & REC CAPITAL82-820  LIBRARY OPERATIONS01-120  FINANCE12-112  SUNFLOWER ESTATES  42-420  DEBT SERVICE84-840  LIBRARY CAPITAL 01-210  POLICE15-155  MOTOR FUEL TAX(MFT) 51-510  WATER OPERATIONS87-870  COUNTRYSIDE TIF 01-220  COMMUNITY DEVELOPMENT23-216  MUNICIPAL BUILDING 52-520  SEWER OPERATIONS88-880  DOWNTOWN TIF01-410  STREET OPERATIONS23-230  CITY-WIDE CAPITAL72-720  LAND CASH89-890  DOWNTOWN TIF II 01-540 HEALTH &  SANITATION25-205  POLICE CAPITAL79-790  PARKS DEPARTMENT90-XXX  DEVELOPER ESCROW01-640  ADMINISTRATIVE SERVICES25-215  PUBLIC WORKS CAPITAL79-795  RECREATION DEPARTMENT95-XXX  ESCROW DEPOSITDATE: 09/17/19TIME: 08:18:05UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/24/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 531024 COMED COMMONWEALTH EDISON0908014004-081908/28/19 01 07/30-08/28 6780 RT4751-510-54-00-548062.33INVOICE TOTAL:62.33 *09660388077-0819 08/26/19 01 07/26-08/26 456 KENNEDY RD 23-216-54-00-548260.49INVOICE TOTAL:60.49 *1251108256-081908/26/19 01 07/26-08/26 301 E HYDRAULIC 79-795-54-00-548060.30INVOICE TOTAL:60.30 *1407125045-081908/29/19 01 07/31-08/29 FOXHILL 7 LIFT 52-520-54-00-548071.78INVOICE TOTAL:71.78 *1647065335-081908/28/19 01 07/30-08/28 SARAVANOS PUMP 52-520-54-00-5480174.24INVOICE TOTAL:174.24 *2019099044-081909/04/19 01 7/12-8/12 BRIDGE WATER TANK 51-510-54-00-548040.75INVOICE TOTAL:40.75 *2947052031-081908/27/19 01 07/29-08/27 RT47 & RIVER23-216-54-00-5482237.41INVOICE TOTAL:237.41 *2961017043-081908/26/19 01 07/26-08/26 PRESTWICK LIFT 52-520-54-00-5480101.21INVOICE TOTAL:101.21 *3119142025-081908/26/19 01 07/26-08/26 VAN EMMON LOT 51-510-54-00-548021.03INVOICE TOTAL:21.03 *4085080033-081908/26/19 01 07/26-08/26 1991 CANNONBALL TR 51-510-54-00-5480185.28INVOICE TOTAL:185.28 *4449087016-081909/04/19 01 07/26-08/28 MISC LIFT STATIONS 52-520-54-00-5480817.23INVOICE TOTAL:817.23 *4475093053-081908/27/19 01 07/29-08/27 610 TOWER51-510-54-00-5480126.24INVOICE TOTAL:126.24 *Page 9 of 42  01-110  ADMINISTRATION11-111  FOX HILL SSA 25-225  PARKS & REC CAPITAL82-820  LIBRARY OPERATIONS01-120  FINANCE12-112  SUNFLOWER ESTATES  42-420  DEBT SERVICE84-840  LIBRARY CAPITAL 01-210  POLICE15-155  MOTOR FUEL TAX(MFT) 51-510  WATER OPERATIONS87-870  COUNTRYSIDE TIF 01-220  COMMUNITY DEVELOPMENT23-216  MUNICIPAL BUILDING 52-520  SEWER OPERATIONS88-880  DOWNTOWN TIF01-410  STREET OPERATIONS23-230  CITY-WIDE CAPITAL72-720  LAND CASH89-890  DOWNTOWN TIF II 01-540 HEALTH &  SANITATION25-205  POLICE CAPITAL79-790  PARKS DEPARTMENT90-XXX  DEVELOPER ESCROW01-640  ADMINISTRATIVE SERVICES25-215  PUBLIC WORKS CAPITAL79-795  RECREATION DEPARTMENT95-XXX  ESCROW DEPOSITDATE: 09/17/19TIME: 08:18:05UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/24/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 531024 COMED COMMONWEALTH EDISON6819027011-081909/03/19 01 07/26-08/27 MISC PR BUILDINGS 79-795-54-00-5480346.82INVOICE TOTAL:346.82 *7110074020-081908/26/19 01 07/26-08/26 104 E VAN EMMON 01-110-54-00-5480482.94INVOICE TOTAL:482.94 *7982120022-081908/27/19 01 07/29-08/27 609 N BRIDGE01-110-54-00-548017.87INVOICE TOTAL:17.87 *CHECK TOTAL:6,178.58 531025 CONSTELL CONSTELLATION NEW ENERGY1561271490108/28/19 01 07/29-08/27 COUNTRYSIDE LITE 23-216-54-00-5482114.22INVOICE TOTAL:114.22 *CHECK TOTAL:114.22 531026 COREMAIN CORE & MAIN LPL08993708/26/19 01 GAUGE WIRE, 100 CF METERS 51-510-56-00-56643,080.00INVOICE TOTAL:3,080.00 *L09509608/27/19 01 100 CF METERS51-510-56-00-56643,930.00INVOICE TOTAL:3,930.00 *L10046908/27/19 01 METER COUPLING51-510-56-00-5664495.50INVOICE TOTAL:495.50 *CHECK TOTAL:7,505.50 531027 DEARNATI DEARBORN NATIONAL LIFE09091909/09/19 01 OCT 2019 VISION INSURANCE 01-110-52-00-522494.15Page 10 of 42  01-110  ADMINISTRATION11-111  FOX HILL SSA 25-225  PARKS & REC CAPITAL82-820  LIBRARY OPERATIONS01-120  FINANCE12-112  SUNFLOWER ESTATES  42-420  DEBT SERVICE84-840  LIBRARY CAPITAL 01-210  POLICE15-155  MOTOR FUEL TAX(MFT) 51-510  WATER OPERATIONS87-870  COUNTRYSIDE TIF 01-220  COMMUNITY DEVELOPMENT23-216  MUNICIPAL BUILDING 52-520  SEWER OPERATIONS88-880  DOWNTOWN TIF01-410  STREET OPERATIONS23-230  CITY-WIDE CAPITAL72-720  LAND CASH89-890  DOWNTOWN TIF II 01-540 HEALTH &  SANITATION25-205  POLICE CAPITAL79-790  PARKS DEPARTMENT90-XXX  DEVELOPER ESCROW01-640  ADMINISTRATIVE SERVICES25-215  PUBLIC WORKS CAPITAL79-795  RECREATION DEPARTMENT95-XXX  ESCROW DEPOSITDATE: 09/17/19TIME: 08:18:05UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/24/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 531027 DEARNATI DEARBORN NATIONAL LIFE09091909/09/19 02 OCT 2019 VISION INSURANCE 01-120-52-00-522458.9503 OCT 2019 VISION INSURANCE 01-210-52-00-5224518.0804 OCT 2019 VISION INSURANCE 01-220-52-00-522490.0605 OCT 2019 VISION INSURANCE 01-410-52-00-522476.1006 OCT 2019 VISION INSURANCE 01-640-52-00-5242179.2907 OCT 2019 VISION INSURANCE 79-790-52-00-5224121.4408 OCT 2019 VISION INSURANCE 79-795-52-00-522478.9909 OCT 2019 VISION INSURANCE 51-510-52-00-522482.5110 OCT 2019 VISION INSURANCE 52-520-52-00-522443.7511 OCT 2019 VISION INSURANCE 82-820-52-00-522484.33INVOICE TOTAL:1,427.65 *CHECK TOTAL:1,427.65 531028 DELAGE DLL FINANCIAL SERVICES INC6482996508/24/19 01 OCT 2019 COPIER MAINTENANCE 01-110-54-00-5485112.3302 OCT 2019 COPIER MAINTENANCE 01-120-54-00-548537.4403 OCT 2019 COPIER MAINTENANCE 01-210-54-00-5485112.3304 OCT 2019 COPIER MAINTENANCE 51-510-54-00-548550.1805 OCT 2019 COPIER MAINTENANCE 52-520-54-00-548512.3606 OCT 2019 COPIER MAINTENANCE 01-410-54-00-548512.36INVOICE TOTAL:337.00 *CHECK TOTAL:337.00 531029 DELAGE DLL FINANCIAL SERVICES INC6495148409/07/19 01 OCT 2019 COPIER LEASE82-820-54-00-5462194.48INVOICE TOTAL:194.48 *CHECK TOTAL:194.48D001370 DJIDICK KAYLA DJIDICPage 11 of 42  01-110  ADMINISTRATION11-111  FOX HILL SSA 25-225  PARKS & REC CAPITAL82-820  LIBRARY OPERATIONS01-120  FINANCE12-112  SUNFLOWER ESTATES  42-420  DEBT SERVICE84-840  LIBRARY CAPITAL 01-210  POLICE15-155  MOTOR FUEL TAX(MFT) 51-510  WATER OPERATIONS87-870  COUNTRYSIDE TIF 01-220  COMMUNITY DEVELOPMENT23-216  MUNICIPAL BUILDING 52-520  SEWER OPERATIONS88-880  DOWNTOWN TIF01-410  STREET OPERATIONS23-230  CITY-WIDE CAPITAL72-720  LAND CASH89-890  DOWNTOWN TIF II 01-540 HEALTH &  SANITATION25-205  POLICE CAPITAL79-790  PARKS DEPARTMENT90-XXX  DEVELOPER ESCROW01-640  ADMINISTRATIVE SERVICES25-215  PUBLIC WORKS CAPITAL79-795  RECREATION DEPARTMENT95-XXX  ESCROW DEPOSITDATE: 09/17/19TIME: 08:18:05UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/24/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D001370 DJIDICK KAYLA DJIDIC000609/05/19 01 ZUMBA CLASS INSTRUCTION79-795-54-00-5462371.00INVOICE TOTAL:371.00 *DIRECT DEPOSIT TOTAL:371.00 531030 DONNELLD DEBRA DONNELLY2019 ICS09/02/19 01 CARICATURES DURING 2019 ICE 82-820-56-00-567150.0002 CREAM SOCIAL** COMMENT **INVOICE TOTAL:50.00 *CHECK TOTAL:50.00 531031 DYNEGY DYNEGY ENERGY SERVICES26697891908108/30/19 01 07/29-08/27 2921 BRISTOL RIDGE 51-510-54-00-54804,284.96INVOICE TOTAL:4,284.96 *26697911908108/28/19 01 07/29-08/25 2224 TREMONT51-510-54-00-54804,998.13INVOICE TOTAL:4,998.13 *26697921909108/29/19 01 07/29-08/26 610 TOWER WELLS 51-510-54-00-54808,118.52INVOICE TOTAL:8,118.52 *CHECK TOTAL:17,401.61 531032 ECOECO CLEAN MAINTENANCE INC812708/30/19 01 AUG 2019 OFFICE CLEANING01-110-54-00-54881,005.0002 AUG 2019 OFFICE CLEANING01-210-54-00-54881,005.0003 AUG 2019 OFFICE CLEANING79-795-54-00-5488525.0004 AUG 2019 OFFICE CLEANING79-790-54-00-5488254.0005 AUG 2019 OFFICE CLEANING01-410-54-00-548865.0006 AUG 2019 OFFICE CLEANING51-510-54-00-548865.00Page 12 of 42  01-110  ADMINISTRATION11-111  FOX HILL SSA 25-225  PARKS & REC CAPITAL82-820  LIBRARY OPERATIONS01-120  FINANCE12-112  SUNFLOWER ESTATES  42-420  DEBT SERVICE84-840  LIBRARY CAPITAL 01-210  POLICE15-155  MOTOR FUEL TAX(MFT) 51-510  WATER OPERATIONS87-870  COUNTRYSIDE TIF 01-220  COMMUNITY DEVELOPMENT23-216  MUNICIPAL BUILDING 52-520  SEWER OPERATIONS88-880  DOWNTOWN TIF01-410  STREET OPERATIONS23-230  CITY-WIDE CAPITAL72-720  LAND CASH89-890  DOWNTOWN TIF II 01-540 HEALTH &  SANITATION25-205  POLICE CAPITAL79-790  PARKS DEPARTMENT90-XXX  DEVELOPER ESCROW01-640  ADMINISTRATIVE SERVICES25-215  PUBLIC WORKS CAPITAL79-795  RECREATION DEPARTMENT95-XXX  ESCROW DEPOSITDATE: 09/17/19TIME: 08:18:05UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/24/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 531032 ECOECO CLEAN MAINTENANCE INC812708/30/19 07 AUG 2019 OFFICE CLEANING52-520-54-00-548865.00INVOICE TOTAL:2,984.00 *CHECK TOTAL:2,984.00 531033 FARMFLEE BLAIN'S FARM & FLEET3258-N.HERNANDEZ 08/13/19 01 PANTS, CAP79-790-56-00-560058.48INVOICE TOTAL:58.48 *CHECK TOTAL:58.48 531034 FLATSOS RAQUEL HERRERA1117404/16/19 01 2 TUBES01-410-56-00-562830.00INVOICE TOTAL:30.00 *1179406/18/19 01 6 TIRES51-510-54-00-54901,054.32INVOICE TOTAL:1,054.32 *1189406/26/19 01 1 TIRE01-410-54-00-549069.48INVOICE TOTAL:69.48 *1194407/02/19 01 1 TIRE01-410-54-00-549069.48INVOICE TOTAL:69.48 *1235408/08/19 01 1 USED TIRE01-410-56-00-562840.00INVOICE TOTAL:40.00 *CHECK TOTAL:1,263.28 531035 FOXVALLE FOX VALLEY TROPHY & AWARDS3626708/22/19 01 2019 CAR SHOW TROPHIES79-795-56-00-5602805.15INVOICE TOTAL:805.15 *Page 13 of 42  01-110  ADMINISTRATION11-111  FOX HILL SSA 25-225  PARKS & REC CAPITAL82-820  LIBRARY OPERATIONS01-120  FINANCE12-112  SUNFLOWER ESTATES  42-420  DEBT SERVICE84-840  LIBRARY CAPITAL 01-210  POLICE15-155  MOTOR FUEL TAX(MFT) 51-510  WATER OPERATIONS87-870  COUNTRYSIDE TIF 01-220  COMMUNITY DEVELOPMENT23-216  MUNICIPAL BUILDING 52-520  SEWER OPERATIONS88-880  DOWNTOWN TIF01-410  STREET OPERATIONS23-230  CITY-WIDE CAPITAL72-720  LAND CASH89-890  DOWNTOWN TIF II 01-540 HEALTH &  SANITATION25-205  POLICE CAPITAL79-790  PARKS DEPARTMENT90-XXX  DEVELOPER ESCROW01-640  ADMINISTRATIVE SERVICES25-215  PUBLIC WORKS CAPITAL79-795  RECREATION DEPARTMENT95-XXX  ESCROW DEPOSITDATE: 09/17/19TIME: 08:18:05UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/24/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 531035 FOXVALLE FOX VALLEY TROPHY & AWARDS3626908/23/19 01 2019 BAGS TOURNEY TROPHIES 79-795-56-00-560259.75INVOICE TOTAL:59.75 *CHECK TOTAL:864.90 531036 GIANTER RICARDO GANTE09071909/07/19 01 UMPIRE79-795-54-00-546270.00INVOICE TOTAL:70.00 *CHECK TOTAL:70.00 531037 GOLINSKA ANDREW GOLINSKIAUG 26-SEPT 809/11/19 01 UMPIRE79-795-54-00-546270.00INVOICE TOTAL:70.00 *CHECK TOTAL:70.00 531038 GROUND GROUND EFFECTS INC.419711-00009/04/19 01 DIRT FOR MISC CITY LOCATIONS 52-520-56-00-562081.78INVOICE TOTAL:81.78 *CHECK TOTAL:81.78 531039 HELLANDJ JONATHON HELLAND09121909/12/19 01 REFUND SEPT 2019 RETIREE01-640-52-00-52402,086.7402 HEALTH INS. PAID DUE TO** COMMENT **03 CANCELLATION** COMMENT **INVOICE TOTAL:2,086.74 *CHECK TOTAL:2,086.74Page 14 of 42  01-110  ADMINISTRATION11-111  FOX HILL SSA 25-225  PARKS & REC CAPITAL82-820  LIBRARY OPERATIONS01-120  FINANCE12-112  SUNFLOWER ESTATES 42-420  DEBT SERVICE84-840  LIBRARY CAPITAL 01-210  POLICE15-155  MOTOR FUEL TAX(MFT) 51-510  WATER OPERATIONS87-870  COUNTRYSIDE TIF 01-220  COMMUNITY DEVELOPMENT23-216  MUNICIPAL BUILDING52-520  SEWER OPERATIONS88-880  DOWNTOWN TIF01-410  STREET OPERATIONS23-230  CITY-WIDE CAPITAL72-720  LAND CASH89-890  DOWNTOWN TIF II 01-540 HEALTH &  SANITATION25-205  POLICE CAPITAL79-790  PARKS DEPARTMENT90-XXX  DEVELOPER ESCROW01-640  ADMINISTRATIVE SERVICES25-215  PUBLIC WORKS CAPITAL79-795  RECREATION DEPARTMENT95-XXX  ESCROW DEPOSITDATE: 09/17/19TIME: 08:18:05UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/24/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 531040 HERNANDD DEVIN HERNANDEZ09071909/07/19 01 UMPIRE79-795-54-00-5462105.00INVOICE TOTAL:105.00 *CHECK TOTAL:105.00 531041 HOTWANGJ JAREK DANIEL HOTWANGERAUG 26-SEPT 809/11/19 01 UMPIRE79-795-54-00-5462110.00INVOICE TOTAL:110.00 *CHECK TOTAL:110.00 531042 HUTHM MARK A. HUTHAUG 26-SEPT 809/11/19 01 UMPIRE79-795-54-00-5462110.00INVOICE TOTAL:110.00 *CHECK TOTAL:110.00 531043 ILFIREPD ILLINOIS FIRE & POLICE0068608/27/19 01 ILLINOIS FIRE & POLICE01-210-54-00-5411375.0002 ASSOCIATION FALL SEMINAR** COMMENT **03 REGISTRATION-ANDERSON** COMMENT **INVOICE TOTAL:375.00 *CHECK TOTAL:375.00 531044 IMPERINV IMPERIAL INVESTMENTS09061909/06/19 01 REFUND LANDLORD PAYMENT ON 01-000-13-00-1371533.3502 TENNANTS ACCOUNT PAID IN FULL ** COMMENT **03 FOR 207 W VAN EMMON** COMMENT **04 ACCT#0101040800-05** COMMENT **INVOICE TOTAL:533.35 *CHECK TOTAL:533.35Page 15 of 42  01-110  ADMINISTRATION11-111  FOX HILL SSA 25-225  PARKS & REC CAPITAL82-820  LIBRARY OPERATIONS01-120  FINANCE12-112  SUNFLOWER ESTATES  42-420  DEBT SERVICE84-840  LIBRARY CAPITAL 01-210  POLICE15-155  MOTOR FUEL TAX(MFT) 51-510  WATER OPERATIONS87-870  COUNTRYSIDE TIF 01-220  COMMUNITY DEVELOPMENT23-216  MUNICIPAL BUILDING 52-520  SEWER OPERATIONS88-880  DOWNTOWN TIF01-410  STREET OPERATIONS23-230  CITY-WIDE CAPITAL72-720  LAND CASH89-890  DOWNTOWN TIF II 01-540 HEALTH &  SANITATION25-205  POLICE CAPITAL79-790  PARKS DEPARTMENT90-XXX  DEVELOPER ESCROW01-640  ADMINISTRATIVE SERVICES25-215  PUBLIC WORKS CAPITAL79-795  RECREATION DEPARTMENT95-XXX  ESCROW DEPOSITDATE: 09/17/19TIME: 08:18:05UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/24/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 531045 IMPERINV IMPERIAL INVESTMENTSJULY 2019-REBATE 09/10/19 01 JULY 2019 DOWNTOWN BUSINESS 01-000-24-00-248826.0302 DISTRICT TAX REBATE** COMMENT **INVOICE TOTAL:26.03 *CHECK TOTAL:26.03 531046 INLAND INLAND CONTINENTAL PROPERTY073119-STREBATE09/16/19 01 MAY - JULY 2019 SALES TAX 01-640-54-00-549249,521.9102 REBATE** COMMENT **INVOICE TOTAL:49,521.91 *CHECK TOTAL:49,521.91 531047 JIMSTRCK JIM'S TRUCK INSPECTION LLC17845207/25/19 01 TRUCK INSPECTION79-790-54-00-549535.00INVOICE TOTAL:35.00 *17845707/26/19 01 TRUCK INSPECTION79-790-54-00-549537.00INVOICE TOTAL:37.00 *17854108/02/19 01 TRUCK INSPECTION79-790-54-00-549537.00INVOICE TOTAL:37.00 *17883508/29/19 01 TRUCK INSPECTION51-510-54-00-549037.00INVOICE TOTAL:37.00 *17888109/04/19 01 TRUCK INSPECTION52-520-54-00-549037.00INVOICE TOTAL:37.00 *CHECK TOTAL:183.00 531048 KCSHERIF KENDALL CO. SHERIFF'S OFFICEPage 16 of 42  01-110  ADMINISTRATION11-111  FOX HILL SSA 25-225  PARKS & REC CAPITAL82-820  LIBRARY OPERATIONS01-120  FINANCE12-112  SUNFLOWER ESTATES 42-420  DEBT SERVICE84-840  LIBRARY CAPITAL 01-210  POLICE15-155  MOTOR FUEL TAX(MFT) 51-510  WATER OPERATIONS87-870  COUNTRYSIDE TIF 01-220  COMMUNITY DEVELOPMENT23-216  MUNICIPAL BUILDING52-520  SEWER OPERATIONS88-880  DOWNTOWN TIF01-410  STREET OPERATIONS23-230  CITY-WIDE CAPITAL72-720  LAND CASH89-890  DOWNTOWN TIF II 01-540 HEALTH &  SANITATION25-205  POLICE CAPITAL79-790  PARKS DEPARTMENT90-XXX  DEVELOPER ESCROW01-640  ADMINISTRATIVE SERVICES25-215  PUBLIC WORKS CAPITAL79-795  RECREATION DEPARTMENT95-XXX  ESCROW DEPOSITDATE: 09/17/19TIME: 08:18:05UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/24/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 531048 KCSHERIF KENDALL CO. SHERIFF'S OFFICEAUG 2019-DUPAGE09/04/19 01 DUPAGE COUNTY FTA BOND FEE 01-000-24-00-2412140.0002 REIMBURSEMENTS DUE TO COUNTY ** COMMENT **INVOICE TOTAL:140.00 *CHECK TOTAL:140.00 531049 KENDCROS KENDALL CROSSING, LLCBD REBATE 0/1909/10/19 01 JULY 2019 NCG BUSINESS01-000-24-00-24871,012.5302 DISTRICT REBATE** COMMENT **INVOICE TOTAL:1,012.53 *CHECK TOTAL:1,012.53 531050 KENPRINT ANNETTE M. POWELL19-0906409/06/19 01 100 TOW REPORTS01-210-54-00-543047.05INVOICE TOTAL:47.05 *CHECK TOTAL:47.05 531051 KWIATKOJ JOESEPH KWIATKOWSKI09081909/08/19 01 UMPIRE79-795-54-00-546270.00INVOICE TOTAL:70.00 *CHECK TOTAL:70.00 531052 LETDALE ANDERSONINV-015009/01/19 01 MONTHLY COURTSMART01-210-54-00-54601,360.0002 PUBLICATION RENEWAL** COMMENT **INVOICE TOTAL:1,360.00 *CHECK TOTAL:1,360.00Page 17 of 42  01-110  ADMINISTRATION11-111  FOX HILL SSA 25-225  PARKS & REC CAPITAL82-820  LIBRARY OPERATIONS01-120  FINANCE12-112  SUNFLOWER ESTATES  42-420  DEBT SERVICE84-840  LIBRARY CAPITAL 01-210  POLICE15-155  MOTOR FUEL TAX(MFT) 51-510  WATER OPERATIONS87-870  COUNTRYSIDE TIF 01-220  COMMUNITY DEVELOPMENT23-216  MUNICIPAL BUILDING 52-520  SEWER OPERATIONS88-880  DOWNTOWN TIF01-410  STREET OPERATIONS23-230  CITY-WIDE CAPITAL72-720  LAND CASH89-890  DOWNTOWN TIF II 01-540 HEALTH &  SANITATION25-205  POLICE CAPITAL79-790  PARKS DEPARTMENT90-XXX  DEVELOPER ESCROW01-640  ADMINISTRATIVE SERVICES25-215  PUBLIC WORKS CAPITAL79-795  RECREATION DEPARTMENT95-XXX  ESCROW DEPOSITDATE: 09/17/19TIME: 08:18:05UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/24/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 531053 MCCURDYK KYLE DEAN MCCURDYAUG 26-SEPT 809/11/19 01 UMPIRE79-795-54-00-546235.00INVOICE TOTAL:35.00 *CHECK TOTAL:35.00 531054 MENINC MENARDS INC073119-STREBATE09/16/19 01 MAY - JULY 2019 SALES TAX 01-640-54-00-549262,773.6702 REBATE** COMMENT **INVOICE TOTAL:62,773.67 *CHECK TOTAL:62,773.67 531055 MENLAND MENARDS - YORKVILLE5852108/16/19 01 FEBREZE, DRY ERASE SET,79-790-56-00-5640355.4502 BEVEL, CARPENTER PENCIL, PIPE, ** COMMENT **03 FLOOR FLANGE, CHALK, PLYWOOD, ** COMMENT **04 LUMBER, SEALANT** COMMENT **INVOICE TOTAL:355.45 *CHECK TOTAL:355.45 531056 MENLAND MENARDS - YORKVILLE5892408/20/19 01 BACKER RODS, LUMBER79-790-56-00-564015.96INVOICE TOTAL:15.96 *5894008/20/19 01 CONTRACTOR BAGS,FLEXLINER 79-790-56-00-5630286.1802 BAGS, CHALKBOARD PAINT, DUCK ** COMMENT **03 TAPE, PAINT CAN, STRAINER,** COMMENT **04 PAINT SPRAYER** COMMENT **INVOICE TOTAL:286.18 *5898208/20/19 01 PAINT, TRAY LINER, BRUSH, TRAY 79-795-56-00-564044.06INVOICE TOTAL:44.06 *Page 18 of 42  01-110  ADMINISTRATION11-111  FOX HILL SSA 25-225  PARKS & REC CAPITAL82-820  LIBRARY OPERATIONS01-120  FINANCE12-112  SUNFLOWER ESTATES  42-420  DEBT SERVICE84-840  LIBRARY CAPITAL 01-210  POLICE15-155  MOTOR FUEL TAX(MFT) 51-510  WATER OPERATIONS87-870  COUNTRYSIDE TIF 01-220  COMMUNITY DEVELOPMENT23-216  MUNICIPAL BUILDING 52-520  SEWER OPERATIONS88-880  DOWNTOWN TIF01-410  STREET OPERATIONS23-230  CITY-WIDE CAPITAL72-720  LAND CASH89-890  DOWNTOWN TIF II 01-540 HEALTH &  SANITATION25-205  POLICE CAPITAL79-790  PARKS DEPARTMENT90-XXX  DEVELOPER ESCROW01-640  ADMINISTRATIVE SERVICES25-215  PUBLIC WORKS CAPITAL79-795  RECREATION DEPARTMENT95-XXX  ESCROW DEPOSITDATE: 09/17/19TIME: 08:18:05UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/24/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 531056 MENLAND MENARDS - YORKVILLE5902008/21/19 01 LOCK NUTS, OUTLETS, SCREWS, 79-790-56-00-562015.7502 LUGS** COMMENT **INVOICE TOTAL:15.75 *5914708/22/19 01 STOVE BOLTS, OUTLETS, WASHERS, 79-790-56-00-564078.7202 POLE BREAKER, BLANK COVER,** COMMENT **03 LOCKNUTS, GROUND BAR** COMMENT **INVOICE TOTAL:78.72 *5947108/26/19 01 OUTLET, CABLE TIES79-790-56-00-562076.09INVOICE TOTAL:76.09 *5948408/26/19 01 PADDLOCKS, SPRING SNAPS52-520-56-00-561311.16INVOICE TOTAL:11.16 *5950308/26/19 01 LIGHTBULBS01-210-54-00-549516.97INVOICE TOTAL:16.97 *5950708/26/19 01 GALVANIZING COMPOUND, CASTERS, 79-790-56-00-564053.2202 PINTLE** COMMENT **INVOICE TOTAL:53.22 *5956008/27/19 01 HARDWARE CLOTH79-790-56-00-562015.98INVOICE TOTAL:15.98 *5963908/28/19 01 GLOVES, RODS, STRIPING PAINT, 79-790-56-00-5620145.8002 ROD CLAMPS** COMMENT **INVOICE TOTAL:145.80 *5964508/28/19 01 OUTLET COVERS, OUTLETS79-790-56-00-564088.46INVOICE TOTAL:88.46 *5965208/28/19 01 CREDIT FOR RETURNED OUTLETS 79-790-56-00-5640-41.38INVOICE TOTAL:-41.38 *Page 19 of 42  01-110  ADMINISTRATION11-111  FOX HILL SSA 25-225  PARKS & REC CAPITAL82-820  LIBRARY OPERATIONS01-120  FINANCE12-112  SUNFLOWER ESTATES  42-420  DEBT SERVICE84-840  LIBRARY CAPITAL 01-210  POLICE15-155  MOTOR FUEL TAX(MFT) 51-510  WATER OPERATIONS87-870  COUNTRYSIDE TIF 01-220  COMMUNITY DEVELOPMENT23-216  MUNICIPAL BUILDING 52-520  SEWER OPERATIONS88-880  DOWNTOWN TIF01-410  STREET OPERATIONS23-230  CITY-WIDE CAPITAL72-720  LAND CASH89-890  DOWNTOWN TIF II 01-540 HEALTH &  SANITATION25-205  POLICE CAPITAL79-790  PARKS DEPARTMENT90-XXX  DEVELOPER ESCROW01-640  ADMINISTRATIVE SERVICES25-215  PUBLIC WORKS CAPITAL79-795  RECREATION DEPARTMENT95-XXX  ESCROW DEPOSITDATE: 09/17/19TIME: 08:18:05UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/24/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 531056 MENLAND MENARDS - YORKVILLE5965308/28/19 01 ELECTRICAL TAPE, OUTLETS79-790-56-00-564048.68INVOICE TOTAL:48.68 *5974408/29/19 01 BOLTS, WASHERS, NUTS79-790-56-00-564038.34INVOICE TOTAL:38.34 *59818-1908/30/19 01 POLE BREAKER, LUG KIT79-790-56-00-562034.25INVOICE TOTAL:34.25 *5982608/30/19 01 FURNANCE FILTERS23-216-56-00-565671.91INVOICE TOTAL:71.91 *5987408/30/19 01 EXTENSION CORDS79-790-56-00-5620314.30INVOICE TOTAL:314.30 *6046609/06/19 01 MARKING PAINT, HITCH PINS, 79-790-56-00-562040.6102 CLEVIS PINS, PIN CLIPS** COMMENT **INVOICE TOTAL:40.61 *CHECK TOTAL:1,355.06 531057 MIDAM MID AMERICAN WATER165252A08/23/19 01 OIL GAUGE51-510-56-00-563045.00INVOICE TOTAL:45.00 *CHECK TOTAL:45.00 531058 MIDWSALT MIDWEST SALTP44732008/30/19 01 BULK ROCK SALT51-510-56-00-56382,439.50INVOICE TOTAL:2,439.50 *P44735109/03/19 01 BULK ROCK SALT51-510-56-00-56382,772.70INVOICE TOTAL:2,772.70 *CHECK TOTAL:5,212.20Page 20 of 42  01-110  ADMINISTRATION11-111  FOX HILL SSA 25-225  PARKS & REC CAPITAL82-820  LIBRARY OPERATIONS01-120  FINANCE12-112  SUNFLOWER ESTATES  42-420  DEBT SERVICE84-840  LIBRARY CAPITAL 01-210  POLICE15-155  MOTOR FUEL TAX(MFT) 51-510  WATER OPERATIONS87-870  COUNTRYSIDE TIF 01-220  COMMUNITY DEVELOPMENT23-216  MUNICIPAL BUILDING 52-520  SEWER OPERATIONS88-880  DOWNTOWN TIF01-410  STREET OPERATIONS23-230  CITY-WIDE CAPITAL72-720  LAND CASH89-890  DOWNTOWN TIF II 01-540 HEALTH &  SANITATION25-205  POLICE CAPITAL79-790  PARKS DEPARTMENT90-XXX  DEVELOPER ESCROW01-640  ADMINISTRATIVE SERVICES25-215  PUBLIC WORKS CAPITAL79-795  RECREATION DEPARTMENT95-XXX  ESCROW DEPOSITDATE: 09/17/19TIME: 08:18:05UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/24/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 531059 NEENAH NEENAH FOUNDRY CO.33597708/23/19 01 GRATES01-410-56-00-5640796.14INVOICE TOTAL:796.14 *CHECK TOTAL:796.14 531060 NEOUSA NEOPOST USA INC5698067909/05/19 01 OCT 2019 - JAN 2020 POSTAGE 79-795-54-00-548560.3602 MACHINE LEASE** COMMENT **INVOICE TOTAL:60.36 *CHECK TOTAL:60.36 531061 NICOR NICOR GAS00-41-22-8748 4-0819 09/03/19 01 08/01-08/30 1107 PRAIRIE01-110-54-00-548046.88INVOICE TOTAL:46.88 *12-43-53-5625 3-0819 09/03/19 01 08/02-09/01 609 N BRIDGE01-110-54-00-548022.15INVOICE TOTAL:22.15 *15-41-50-1000 6-0819 09/03/19 01 07/30-08/30 804 GAME FARM RD 01-110-54-00-5480126.88INVOICE TOTAL:126.88 *15-64-61-3532 5-0819 08/30/19 01 07/30-08/30 1991 CANNONBALL TR 01-110-54-00-548038.47INVOICE TOTAL:38.47 *20-52-56-2042 1-0819 08/28/19 01 07/28-08/27 420 FAIRHAVEN 01-110-54-00-5480106.72INVOICE TOTAL:106.72 *23-45-91-4862 5-0819 09/03/19 01 08/02-09/01 101 BRUELL ST 01-110-54-00-5480109.76INVOICE TOTAL:109.76 *40-52-64-8356 1-0819 09/04/19 01 08/04-09/02 102 E VAN EMMON 01-110-54-00-5480105.74INVOICE TOTAL:105.74 *Page 21 of 42   01-110  ADMINISTRATION11-111  FOX HILL SSA 25-225  PARKS & REC CAPITAL82-820  LIBRARY OPERATIONS01-120  FINANCE12-112  SUNFLOWER ESTATES  42-420  DEBT SERVICE84-840  LIBRARY CAPITAL 01-210  POLICE15-155  MOTOR FUEL TAX(MFT) 51-510  WATER OPERATIONS87-870  COUNTRYSIDE TIF 01-220  COMMUNITY DEVELOPMENT23-216  MUNICIPAL BUILDING 52-520  SEWER OPERATIONS88-880  DOWNTOWN TIF01-410  STREET OPERATIONS23-230  CITY-WIDE CAPITAL72-720  LAND CASH89-890  DOWNTOWN TIF II 01-540 HEALTH &  SANITATION25-205  POLICE CAPITAL79-790  PARKS DEPARTMENT90-XXX  DEVELOPER ESCROW01-640  ADMINISTRATIVE SERVICES25-215  PUBLIC WORKS CAPITAL79-795  RECREATION DEPARTMENT95-XXX  ESCROW DEPOSITDATE: 09/17/19TIME: 08:18:05UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/24/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 531061 NICOR NICOR GAS46-69-47-6727 1-0819 09/06/19 01 08/06-09/06 1975 N BRIDGE 01-110-54-00-5480106.52INVOICE TOTAL:106.52 *61-60-41-1000 9-0819 09/04/19 01 08/02-09/01 610 TOWER01-110-54-00-548049.65INVOICE TOTAL:49.65 *62-37-86-4779 6-0819 09/06/19 01 08/06-09/06 185 WOLF ST01-110-54-00-548018.35INVOICE TOTAL:18.35 *66-70-44-6942 9-0819 09/06/19 01 08/06-09/06 1908 RAINTREE 01-110-54-00-5480139.66INVOICE TOTAL:139.66 *80-56-05-1157 0-0819 09/06/19 01 08/06-09/06 2512 ROSEMONT 01-110-54-00-548037.09INVOICE TOTAL:37.09 *83-80-00-1000 7-0819 09/04/19 01 08/02-09/01 610 TOWER UNIT B 01-110-54-00-548041.75INVOICE TOTAL:41.75 *95-16-10-1000 4-0819 09/03/19 01 08/02-09/03 1 RT4701-110-54-00-548034.75INVOICE TOTAL:34.75 *CHECK TOTAL:984.37D001371 ORRKKATHLEEN FIELD ORR & ASSOC.1600609/05/19 01 MISC CITY LEGAL MATTERS01-640-54-00-54565,063.2502 HOOVER MATTERS01-640-54-00-5456215.0003 MEETINGS01-640-54-00-54561,000.0004 AUTUMN CREEK MATTERS01-640-54-00-5456161.2505 DOWNTOWN TIF MAtTERS88-880-54-00-5466107.5006 DOWNTOWN TIF II MAtTERS89-890-54-00-54664,375.25INVOICE TOTAL:10,922.25 *DIRECT DEPOSIT TOTAL:10,922.25Page 22 of 42  01-110  ADMINISTRATION11-111  FOX HILL SSA 25-225  PARKS & REC CAPITAL82-820  LIBRARY OPERATIONS01-120  FINANCE12-112  SUNFLOWER ESTATES  42-420  DEBT SERVICE84-840  LIBRARY CAPITAL 01-210  POLICE15-155  MOTOR FUEL TAX(MFT) 51-510  WATER OPERATIONS87-870  COUNTRYSIDE TIF 01-220  COMMUNITY DEVELOPMENT23-216  MUNICIPAL BUILDING 52-520  SEWER OPERATIONS88-880  DOWNTOWN TIF01-410  STREET OPERATIONS23-230  CITY-WIDE CAPITAL72-720  LAND CASH89-890  DOWNTOWN TIF II 01-540 HEALTH &  SANITATION25-205  POLICE CAPITAL79-790  PARKS DEPARTMENT90-XXX  DEVELOPER ESCROW01-640  ADMINISTRATIVE SERVICES25-215  PUBLIC WORKS CAPITAL79-795  RECREATION DEPARTMENT95-XXX  ESCROW DEPOSITDATE: 09/17/19TIME: 08:18:05UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/24/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 531062 OSWPRINT JAMES A AGEMA7436608/22/19 01 2,500 BUILDING INSPECTION 01-220-56-00-5620212.4002 FORMS** COMMENT **INVOICE TOTAL:212.40 *CHECK TOTAL:212.40 531063 PARADISE PARADISE CAR WASH22396009/06/19 01 AUG 2019 CAR WASHES79-795-54-00-549510.0002 AUG 2019 CAR WASHES79-790-54-00-549510.00INVOICE TOTAL:20.00 *22397609/06/19 01 AUG 2019 CAR WASHES01-210-54-00-5495114.00INVOICE TOTAL:114.00 *CHECK TOTAL:134.00 531064 PESOLA PESOLA MEDIA GROUP126635108/26/19 01 MUSIC & MINGLE MAP79-795-56-00-5602237.50INVOICE TOTAL:237.50 *CHECK TOTAL:237.50 531065 PLANFILL PLANO CLEAN FILL68708/24/19 01 AUG 2019 DUMPING01-410-54-00-546290.00INVOICE TOTAL:90.00 *CHECK TOTAL:90.00 531066 PRINTSRC LAMBERT PRINT SOURCE, LLC142408/23/19 01 WINED DOWN WEDNESDAY TASTING 79-795-56-00-56062,520.00Page 23 of 42  01-110  ADMINISTRATION11-111  FOX HILL SSA 25-225  PARKS & REC CAPITAL82-820  LIBRARY OPERATIONS01-120  FINANCE12-112  SUNFLOWER ESTATES  42-420  DEBT SERVICE84-840  LIBRARY CAPITAL 01-210  POLICE15-155  MOTOR FUEL TAX(MFT) 51-510  WATER OPERATIONS87-870  COUNTRYSIDE TIF 01-220  COMMUNITY DEVELOPMENT23-216  MUNICIPAL BUILDING 52-520  SEWER OPERATIONS88-880  DOWNTOWN TIF01-410  STREET OPERATIONS23-230  CITY-WIDE CAPITAL72-720  LAND CASH89-890  DOWNTOWN TIF II 01-540 HEALTH &  SANITATION25-205  POLICE CAPITAL79-790  PARKS DEPARTMENT90-XXX  DEVELOPER ESCROW01-640  ADMINISTRATIVE SERVICES25-215  PUBLIC WORKS CAPITAL79-795  RECREATION DEPARTMENT95-XXX  ESCROW DEPOSITDATE: 09/17/19TIME: 08:18:05UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/24/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 531066 PRINTSRC LAMBERT PRINT SOURCE, LLC142408/23/19 02 GLASSES** COMMENT **INVOICE TOTAL:2,520.00 *142908/27/19 01 CAR SHOW T-SHIRTS79-795-56-00-5602692.50INVOICE TOTAL:692.50 *143208/28/19 01 SANDWICH BOARD POSTERS79-795-56-00-5602102.00INVOICE TOTAL:102.00 *143308/28/19 01 YARD SIGNS & BANNERS79-795-56-00-56021,969.00INVOICE TOTAL:1,969.00 *CHECK TOTAL:5,283.50 531067 R0000474 NEIL BORNEMAN09051909/05/19 01 REFUND OF LIBRARY & CITY01-640-54-00-54911,258.2302 PORTION OF P-TAXES PER** COMMENT **03 ORDINANCE 2006-105** COMMENT **INVOICE TOTAL:1,258.23 *CHECK TOTAL:1,258.23 531068 R0001912 FM CAPITAL LLC09031909/03/19 01 REFUND OVERPAYMENT FOR01-000-24-00-2440275.0002 CITATION N3944 ISSUED 5/1/19 ** COMMENT **INVOICE TOTAL:275.00 *CHECK TOTAL:275.00 531069 R0002208 HARI DEVELOPMENT YORKVILLE LLC073119-STREBATE09/16/19 01 MAY - JULY 2019 SALES TAX 01-640-54-00-5492985.76Page 24 of 42  01-110  ADMINISTRATION11-111  FOX HILL SSA 25-225  PARKS & REC CAPITAL82-820  LIBRARY OPERATIONS01-120  FINANCE12-112  SUNFLOWER ESTATES 42-420  DEBT SERVICE84-840  LIBRARY CAPITAL 01-210  POLICE15-155  MOTOR FUEL TAX(MFT) 51-510  WATER OPERATIONS87-870  COUNTRYSIDE TIF 01-220  COMMUNITY DEVELOPMENT23-216  MUNICIPAL BUILDING52-520  SEWER OPERATIONS88-880  DOWNTOWN TIF01-410  STREET OPERATIONS23-230  CITY-WIDE CAPITAL72-720  LAND CASH89-890  DOWNTOWN TIF II 01-540 HEALTH &  SANITATION25-205  POLICE CAPITAL79-790  PARKS DEPARTMENT90-XXX  DEVELOPER ESCROW01-640  ADMINISTRATIVE SERVICES25-215  PUBLIC WORKS CAPITAL79-795  RECREATION DEPARTMENT95-XXX  ESCROW DEPOSITDATE: 09/17/19TIME: 08:18:05UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/24/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 531069 R0002208 HARI DEVELOPMENT YORKVILLE LLC073119-STREBATE09/16/19 02 REBATE** COMMENT **INVOICE TOTAL:985.76 *CHECK TOTAL:985.76 531070 R0002280 MARILYN KIENZLE08291908/29/19 01 REFUND OVERPAYMENT ON FINAL 01-000-13-00-1371145.3002 BILL FOR ACCT#0208249830-00 ** COMMENT **INVOICE TOTAL:145.30 *CHECK TOTAL:145.30 531071 R0002281 JANICE OLDS08251908/27/19 01 BEECHER DEPOSIT REFUND01-000-24-00-2410100.00INVOICE TOTAL:100.00 *CHECK TOTAL:100.00 531072 R0002282 LYNN JOHNSON17405209/05/19 01 CLASS REGISTRATION REFUND 79-000-44-00-440430.00INVOICE TOTAL:30.00 *CHECK TOTAL:30.00 531073 R0002283 MIDWESTERN SOLUTION17389008/27/19 01 VENDOR CANCELLATION REFUND 79-000-48-00-4843150.00INVOICE TOTAL:150.00 *CHECK TOTAL:150.00 531074 R0002284 MARK CULPPage 25 of 42   01-110  ADMINISTRATION11-111  FOX HILL SSA 25-225  PARKS & REC CAPITAL82-820  LIBRARY OPERATIONS01-120  FINANCE12-112  SUNFLOWER ESTATES  42-420  DEBT SERVICE84-840  LIBRARY CAPITAL 01-210  POLICE15-155  MOTOR FUEL TAX(MFT) 51-510  WATER OPERATIONS87-870  COUNTRYSIDE TIF 01-220  COMMUNITY DEVELOPMENT23-216  MUNICIPAL BUILDING 52-520  SEWER OPERATIONS88-880  DOWNTOWN TIF01-410  STREET OPERATIONS23-230  CITY-WIDE CAPITAL72-720  LAND CASH89-890  DOWNTOWN TIF II 01-540 HEALTH &  SANITATION25-205  POLICE CAPITAL79-790  PARKS DEPARTMENT90-XXX  DEVELOPER ESCROW01-640  ADMINISTRATIVE SERVICES25-215  PUBLIC WORKS CAPITAL79-795  RECREATION DEPARTMENT95-XXX  ESCROW DEPOSITDATE: 09/17/19TIME: 08:18:05UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/24/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 531074 R0002284 MARK CULP2019 HTD09/10/19 01 STAFF MEAL PROGRAM79-795-56-00-5602120.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:120.00 *CHECK TOTAL:120.00 531075 R0002285 UNITED METHODIST MEN2019 HTD09/10/19 01 STAFF MEAL PROGRAM79-795-56-00-5602115.00 02 REIMBURSEMENT** COMMENT **INVOICE TOTAL:115.00 *CHECK TOTAL:115.00 531076 SERVICE SERVICE PRINTING CORPORATION2923307/31/19 01 FALL 2019 PROGRAM CATALOGS 79-795-54-00-542611,813.45INVOICE TOTAL:11,813.45 *CHECK TOTAL:11,813.45 531077 SILAST TY JAMES SILASAUG 26-SEPT 809/11/19 01 UMPIRE79-795-54-00-546225.00INVOICE TOTAL:25.00 *CHECK TOTAL:25.00 531078 SISLERS SISLER'S ICE, INC.520869/52281309/03/19 01 BAGS OF ICE79-795-56-00-5602425.00INVOICE TOTAL:425.00 *CHECK TOTAL:425.00Page 26 of 42  01-110  ADMINISTRATION11-111  FOX HILL SSA 25-225  PARKS & REC CAPITAL82-820  LIBRARY OPERATIONS01-120  FINANCE12-112  SUNFLOWER ESTATES  42-420  DEBT SERVICE84-840  LIBRARY CAPITAL 01-210  POLICE15-155  MOTOR FUEL TAX(MFT) 51-510  WATER OPERATIONS87-870  COUNTRYSIDE TIF 01-220  COMMUNITY DEVELOPMENT23-216  MUNICIPAL BUILDING 52-520  SEWER OPERATIONS88-880  DOWNTOWN TIF01-410  STREET OPERATIONS23-230  CITY-WIDE CAPITAL72-720  LAND CASH89-890  DOWNTOWN TIF II 01-540 HEALTH &  SANITATION25-205  POLICE CAPITAL79-790  PARKS DEPARTMENT90-XXX  DEVELOPER ESCROW01-640  ADMINISTRATIVE SERVICES25-215  PUBLIC WORKS CAPITAL79-795  RECREATION DEPARTMENT95-XXX  ESCROW DEPOSITDATE: 09/17/19TIME: 08:18:05UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/24/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 531079 SPEEDWAY FLEETCOR SUPERFLEET MASTERCARDFB638-09111909/11/19 01 AUG 2019 GASOLINE01-210-56-00-569531.07INVOICE TOTAL:31.07 *CHECK TOTAL:31.07 531080 STEVENS STEVEN'S SILKSCREENING1623108/27/19 01 SHIRT EMBROIDERY01-210-56-00-5600100.00INVOICE TOTAL:100.00 *1625008/30/19 01 PRESCHOOL STAFF SHIRTS79-795-56-00-560686.00INVOICE TOTAL:86.00 *CHECK TOTAL:186.00 531081 STRIKEZ ZANE STRIKEAUG 26-SEPT 809/11/19 01 UMPIRE79-795-54-00-546255.00INVOICE TOTAL:55.00 *CHECK TOTAL:55.00 531082 TRICO TRICO MECHANICAL , INC500608/20/19 01 CITY HALL COMPRESSOR REPAIR 23-216-54-00-5446835.00INVOICE TOTAL:835.00 *CHECK TOTAL:835.00 531083 UMBBANK UMB BANK073119-STREBATE09/16/19 01 MAY - JULY 2019 SALES TAX 01-640-54-00-5492105,490.3402 REBATE FOR KENDALL MARKETPLACE ** COMMENT **INVOICE TOTAL:105,490.34 *CHECK TOTAL:105,490.34Page 27 of 42  01-110  ADMINISTRATION11-111  FOX HILL SSA 25-225  PARKS & REC CAPITAL82-820  LIBRARY OPERATIONS01-120  FINANCE12-112  SUNFLOWER ESTATES  42-420  DEBT SERVICE84-840  LIBRARY CAPITAL 01-210  POLICE15-155  MOTOR FUEL TAX(MFT) 51-510  WATER OPERATIONS87-870  COUNTRYSIDE TIF 01-220  COMMUNITY DEVELOPMENT23-216  MUNICIPAL BUILDING 52-520  SEWER OPERATIONS88-880  DOWNTOWN TIF01-410  STREET OPERATIONS23-230  CITY-WIDE CAPITAL72-720  LAND CASH89-890  DOWNTOWN TIF II 01-540 HEALTH &  SANITATION25-205  POLICE CAPITAL79-790  PARKS DEPARTMENT90-XXX  DEVELOPER ESCROW01-640  ADMINISTRATIVE SERVICES25-215  PUBLIC WORKS CAPITAL79-795  RECREATION DEPARTMENT95-XXX  ESCROW DEPOSITDATE: 09/17/19TIME: 08:18:05UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/24/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 531084 UNIVOFIL UNIVERSITY OF ILLINOISUPIN969408/28/19 01 TASER TRAINING-ENK & SWANSON 01-210-54-00-5412350.00INVOICE TOTAL:350.00 *UPIN971108/28/19 01 PR TRAINING-ENK & SWANSON 01-210-54-00-5412928.00INVOICE TOTAL:928.00 *CHECK TOTAL:1,278.00 531085 UPS5361 DDEDC #3, INC09051909/05/19 01 1 PKG TO KFO01-110-54-00-545235.85INVOICE TOTAL:35.85 *CHECK TOTAL:35.85 531086 VAUGHNJ JAEDON VAUGHNAUG 26-SEPT 809/11/19 01 UMPIRE79-795-54-00-546220.00INVOICE TOTAL:20.00 *CHECK TOTAL:20.00 531087 VITOSH CHRISTINE M. VITOSHCMV 195909/03/19 01 AUG 2019 ADMIN HEARING01-210-54-00-5467400.00INVOICE TOTAL:400.00 *CHECK TOTAL:400.00 531088 WATERSYS WATER SOLUTIONS UNLIMITED, INC3236808/29/19 01 POLYPHOSPHATE51-510-56-00-56384,263.17INVOICE TOTAL:4,263.17 *CHECK TOTAL:4,263.17Page 28 of 42   01-110  ADMINISTRATION11-111  FOX HILL SSA 25-225  PARKS & REC CAPITAL82-820  LIBRARY OPERATIONS01-120  FINANCE12-112  SUNFLOWER ESTATES  42-420  DEBT SERVICE84-840  LIBRARY CAPITAL 01-210  POLICE15-155  MOTOR FUEL TAX(MFT) 51-510  WATER OPERATIONS87-870  COUNTRYSIDE TIF 01-220  COMMUNITY DEVELOPMENT23-216  MUNICIPAL BUILDING 52-520  SEWER OPERATIONS88-880  DOWNTOWN TIF01-410  STREET OPERATIONS23-230  CITY-WIDE CAPITAL72-720  LAND CASH89-890  DOWNTOWN TIF II 01-540 HEALTH &  SANITATION25-205  POLICE CAPITAL79-790  PARKS DEPARTMENT90-XXX  DEVELOPER ESCROW01-640  ADMINISTRATIVE SERVICES25-215  PUBLIC WORKS CAPITAL79-795  RECREATION DEPARTMENT95-XXX  ESCROW DEPOSITDATE: 09/17/19TIME: 08:18:05UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/24/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 531089 WELDSTAR WELDSTAR0178337208/24/19 01 CYLINDER RENTAL01-410-54-00-548516.74INVOICE TOTAL:16.74 *CHECK TOTAL:16.74 531090 WHEELER ELIZABETH WHEELER2019 ICS08/28/19 01 ICE CREAM SOCIAL82-820-56-00-567150.0002 INDIVIDUALIZED 3-MINUTE POEM ** COMMENT **03 PROGRAM** COMMENT **INVOICE TOTAL:50.00 *CHECK TOTAL:50.00 531091 WILLALEX ALEXANDER VINCENZO WILLIAMSAUG 26-SEPT 809/11/19 01 UMPIRE79-795-54-00-546220.00INVOICE TOTAL:20.00 *CHECK TOTAL:20.00 531092 WIREWIZ WIRE WIZARD OF ILLINOIS, INC3218109/01/19 01 OCT-DEC 2019 ALARM MONITORING 52-520-54-00-5444138.00INVOICE TOTAL:138.00 *CHECK TOTAL:138.00D001372 YBSDYORKVILLE BRISTOL2019.002009/05/19 01 SEPT 2019 LANDFILL EXPENSE 51-510-54-00-544510,360.03INVOICE TOTAL:10,360.03 *DIRECT DEPOSIT TOTAL:10,360.03Page 29 of 42  01-110  ADMINISTRATION11-111  FOX HILL SSA 25-225 PARKS & REC CAPITAL82-820  LIBRARY OPERATIONS01-120  FINANCE12-112  SUNFLOWER ESTATES  42-420  DEBT SERVICE84-840  LIBRARY CAPITAL 01-210  POLICE15-155  MOTOR FUEL TAX(MFT) 51-510  WATER OPERATIONS87-870  COUNTRYSIDE TIF 01-220  COMMUNITY DEVELOPMENT23-216  MUNICIPAL BUILDING 52-520  SEWER OPERATIONS88-880  DOWNTOWN TIF01-410  STREET OPERATIONS23-230  CITY-WIDE CAPITAL89-890  DOWNTOWN TIF II 01-540 HEALTH &  SANITATION25-205  POLICE CAPITAL90-XXX  DEVELOPER ESCROW01-640  ADMINISTRATIVE SERVICES25-215  PUBLIC WORKS CAPITAL72-720  LAND CASH79-790  PARKS DEPARTMENT79-795  RECREATION DEPARTMENT95-XXX  ESCROW DEPOSITDATE: 09/17/19TIME: 08:18:05UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/24/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 531093 YORKACE YORKVILLE ACE & RADIO SHACK16929608/26/19 01 KEYS79-795-54-00-549514.95INVOICE TOTAL:14.95 *CHECK TOTAL:14.95 531094 YOUNGM MARLYS J. YOUNG08141908/29/19 01 BUILDING CODE UPDDATE01-220-54-00-546217.7802 LENNY'S GAS-N-WASH90-144-00-00-001117.7703 701 N BRIDGE VARIANCE90-143-00-00-001117.7704 08/14/19 P&Z MEETING MINUTES 01-220-54-00-54625.93INVOICE TOTAL:59.25 *08201909/03/19 01 08/20/19 JOINT KENDALL01-110-54-00-546260.0002 COUNTY HIGHWAY COMMITTEE &** COMMENT **03 PUBLIC WORKS MEETING MINUTES ** COMMENT **INVOICE TOTAL:60.00 *08211909/05/19 01 08/21/19 ADMIN MEETING MINUTES 01-110-54-00-546258.00INVOICE TOTAL:58.00 *08221909/08/19 01 08/22/19 PLAN COUNCIL MEETING 90-147-00-00-001122.2502 MINUTES** COMMENT **03 08/22/19 PLAN COUNCIL MEETING 90-149-00-00-001122.2504 MINUTES** COMMENT **INVOICE TOTAL:44.50 *09031909/11/19 01 09/03/19 EDC MEETING MINUTES 01-110-54-00-546265.75INVOICE TOTAL:65.75 *CHECK TOTAL:287.50TOTAL CHECKS PAID:468,545.73TOTAL DEPOSITS PAID:22,287.28  TOTAL AMOUNT PAID:  490,833.01Page 30 of 42                            DATE: 09/16/19 UNITED CITY OF YORKVILLE TIME: 12:44:34 MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEM CHECK INVOICE # DATE # DESCRIPTION DATE ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 900079 FNBO FIRST NATIONAL BANK OMAHA 09/25/19 092519-A.SIMMONS 08/30/19 01 AWWA-JOB POSTING 51-510-54-00-5462 449.00 02 VERIZON-JUL 2019 IN CAR UNITS 01-210-54-00-5440 720.29 03 VERIZON-JUL 2019 MOBILE PHONES 01-210-54-00-5440 972.18 04 VERIZON-JUL 2019 MOBILE PHONES 01-220-54-00-5440 137.94 05 VERIZON-JUL 2019 MOBILE PHONES 79-795-54-00-5440 72.98 06 VERIZON-JUL 2019 MOBILE PHONES 51-510-54-00-5440 107.95 07 VERIZON-JUL 2019 MOBILE PHONES 52-520-54-00-5440 38.01 08 ADS-REPLACED FIRE PANEL AT 51-510-54-00-5445 3,305.23 09 3299 LEHMAN CROSSING ** COMMENT ** INVOICE TOTAL: 5,803.58 * 092519-B.OLSEM 08/30/19 01 THINGS REMEMBERED-RETIREMENT 01-110-56-00-5610 96.00 02 CLOCK-HART ** COMMENT ** INVOICE TOTAL: 96.00 * 092519-B.OLSON 08/30/19 01 MIKE & DENISE PIZZA-MEETING 01-110-54-00-5415 129.12 02 REFRESHMENT FOR R.HART'S ** COMMENT ** 03 RETIREMENT ** COMMENT ** 04 ILCMA MEMBERSHIP RENEWAL 01-110-54-00-5460 396.25 05 ICMA MEMBERSHIP RENEWAL 01-110-54-00-5460 1,398.00 INVOICE TOTAL: 1,923.37 * 092519-B.PFIZENMAIER 08/30/19 01 AMERICAN TIRE-OIL CHANGE, 01-210-54-00-5495 121.29 02 SWAY BAR LINKS REPLACED ** COMMENT ** 03 AMERICAN TIRE-AC REFRIGERANT 01-210-54-00-5495 91.23 04 RECHARGED ** COMMENT ** 05 AMERICAN TIRE-REPLACED WHEEL 01-210-54-00-5495 346.43 06 BEARINGS ** COMMENT ** 07 AMERICAN TIRE-TIRE MOUNTED & 01-210-54-00-5495 16.39 08 BALANCED ** COMMENT ** 09 AMERICAN TIRE-OIL CHANGE 01-210-54-00-5495 48.15 10 AMERICAN TIRE-AC DIAGNOSTIC 01-210-54-00-5495 35.88 11 AMERICAN TIRE-4 TIRES MOUNTED 01-210-54-00-5495 65.56 12 & BALANCED ** COMMENT ** 13 AMERICAN TIRE-3 TIRES MOUNTED 01-210-54-00-5495 49.17 14 & BALANCED ** COMMENT ** 15 NAPA#233073-BRACKET 01-210-54-00-5495 5.64 16 AMAZON-TACLITE 01-210-56-00-5600 94.98 17 PANTS-GOLDSMITH ** COMMENT ** 18 NAPA#233540-WIPER BLADES 01-210-54-00-5495 22.02 19 AMERICAN TIRE-REPLACE 01-210-54-00-5495 247.50 20 RADIATOR HOSE ** COMMENT ** 21 AMERICAN TIRE-REPLACE BRAKE 01-210-54-00-5495 685.00 22 PADS & ROTORS ** COMMENT ** 23 PLANO MOLDING-SQUAD TRUNK 01-210-56-00-5620 119.93Page 31 of 42                            DATE: 09/16/19 UNITED CITY OF YORKVILLE TIME: 12:44:34 MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEM CHECK INVOICE # DATE # DESCRIPTION DATE ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 900079 FNBO FIRST NATIONAL BANK OMAHA 09/25/19 092519-B.PFIZENMAIER 08/30/19 24 STORAGE BINS ** COMMENT ** 25 O'HERRON-FLASHLIGHT CONES, 01-210-56-00-5620 235.86 26 TASER HOLSTERS ** COMMENT ** 27 STEVENS-EMBROIDERY 01-210-56-00-5600 54.00 28 AMERICAN TIRE-FRONT WHEEL 01-210-54-00-5495 506.78 29 BEARINGS REPLACED ** COMMENT ** 30 AMERICAN TIRE-OIL CHANGE 01-210-54-00-5495 48.15 INVOICE TOTAL: 2,793.96 * 092519-D.BROWN 08/30/19 01 IAWWA-WATER DIST. SYSTEM O & M 51-510-54-00-5412 250.00 02 CLASS REGISTRATION-BROWN ** COMMENT ** INVOICE TOTAL: 250.00 * 092519-D.SMITH 08/30/19 01 MENARDS-ANCHOR PLATES, SCREWS 79-790-56-00-5640 109.83 INVOICE TOTAL: 109.83 * 092519-E.DHUSE 08/30/19 01 NAPA#234234-OIL FILTER 52-520-56-00-5628 5.99 02 NAPA#232604-BRAKE AWAY KIT 01-410-56-00-5628 31.67 03 NAPA#232696-CARBURETOR VALVE 01-410-56-00-5628 14.58 04 NAPA#233294-SPARK PLUGS 01-410-56-00-5628 3.77 05 NAPA#234903-CAR WASH CLEANERS 01-410-56-00-5628 23.96 06 AMAZON-WASTE TONER BOTTLE 52-520-56-00-5610 20.07 07 WAREHOUSE DIRECT-PENS, WASTE 52-520-56-00-5610 58.50 08 TONER BOTTLE, DRY ERASE SPRAY ** COMMENT ** 09 CLEANER ** COMMENT ** INVOICE TOTAL: 158.54 * 092519-E.TOPPER 08/30/19 01 AMAZON-SHARPIES, RUBBER 82-820-56-00-5610 528.41 02 BANDS, BINDER CLIPS, GLUE ** COMMENT ** 03 STICKS, TONER CARTRIDGES, ** COMMENT ** 04 PENCILS ** COMMENT ** 05 NOTARY SERVICE-NOTARY 82-820-54-00-5462 53.95 06 PACKAGE-TOPPER ** COMMENT ** 07 JEWEL-CAKE 82-820-56-00-5676 25.49 08 DEMCO-BOOKMARKS 82-820-56-00-5671 39.01 09 AMAZON PRIME MONTHLY FEE 82-820-54-00-5460 12.99 10 AMAZON-BUBBLES, TATTOOS, 82-820-56-00-5671 236.74 11 RAFFLE TICKETS, CRAFT PROJECT ** COMMENT ** 12 BOOKS, HERSEY'S SYRUP, SPOONS, ** COMMENT ** 13 TABLE COVERS, PHOTO BOOTH ** COMMENT ** 14 BACKDROPS, BANNERS, RUBBER ** COMMENT ** 15 BRACELETS, STRESS BALLS ** COMMENT ** 16 SHAW MEDIA-EMPLOYMENT AD 82-820-54-00-5426 99.52 17 TRIBUNE-EMPLOYMENT AD 82-820-54-00-5426 776.73 18 PIZZA HUT-STAFF MEETING FOOD 82-820-56-00-5676 44.95Page 32 of 42                            DATE: 09/16/19 UNITED CITY OF YORKVILLE TIME: 12:44:34 MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEM CHECK INVOICE # DATE # DESCRIPTION DATE ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 900079 FNBO FIRST NATIONAL BANK OMAHA 09/25/19 092519-E.TOPPER 08/30/19 19 TRIBUNE-SUBSCRIPTION RENEWAL 82-820-54-00-5460 106.00 INVOICE TOTAL: 1,923.79 * 092519-E.WILLRETT 08/30/19 01 YORKVILLE CHAMBER-2019 NEW 01-110-54-00-5460 40.00 02 TEACHER BREAKFAST TABLE ** COMMENT ** 03 CENTERPEICE SPONSOR ** COMMENT ** 04 ICMA-2019 ANNUAL CONFERENCE 01-110-54-00-5412 720.00 05 REGISTRATION-WILLRETT ** COMMENT ** 06 2019 ICMA CONFERENCE AIR 01-110-54-00-5415 276.60 07 TRANSPORTATION-WILLRETT ** COMMENT ** 08 APA PROFESSIONAL MEMBERSHIP 01-110-54-00-5460 469.00 09 RENEWAL-WILLRETT ** COMMENT ** 10 ELEMENT FOUR-CLOUD CONNECT 01-640-54-00-5450 1,161.31 11 OFFSITE BACKUPS FOR AUGUST ** COMMENT ** 12 2019 ** COMMENT ** 13 2019 IML CONFERENCE 01-110-54-00-5412 2,170.00 14 REGISTRATION FOR CITY ** COMMENT ** 15 ADMINISTRATOR, ASSISTANT CITY ** COMMENT ** 16 ADMINISTRATOR, MAYOR AND 7 ** COMMENT ** 17 ALDERMEN ** COMMENT ** 18 JEWEL-CITY COUNCIL MEETING 01-110-56-00-5610 100.17 19 REFRESHMENTS FOR CHIEF'S ** COMMENT ** 20 RETIREMENT ** COMMENT ** 21 AMAZON-DUAL MONITOR MOUNT 01-110-56-00-5610 69.95 22 AMAZON-SURGE PORTECTOR, 01-110-56-00-5610 82.62 23 BATTERY BACKUP ** COMMENT ** 24 FACEBOOK-2019 HOMETOWN DAYS 79-795-56-00-5602 4.19 25 ADVERTISING ** COMMENT ** INVOICE TOTAL: 5,093.84 * 092519-G.KLEEFISCH 08/30/19 01 HOME DEPO-POLE BREAKERS, WIRE 79-790-56-00-5640 133.02 INVOICE TOTAL: 133.02 * 092519-G.STEFFENS 08/30/19 01 HOME DEPO-MATTLOCK 52-520-56-00-5630 24.99 02 KEYME-3 KEYS 52-520-56-00-5613 4.30 INVOICE TOTAL: 29.29 * 092519-J.BAUER 08/30/19 01 ISAWWA-EXCAVATING & SHORING 51-510-54-00-5412 72.00 02 SAFETY CLASS REGISTRATION - ** COMMENT ** 03 BAUER & SCODRO ** COMMENT ** 04 AMERICAN TIRE-BRAKE REPAIR 51-510-54-00-5490 695.52 05 AMERICAN TIRE-BOLT, BULB 51-510-56-00-5628 11.79 INVOICE TOTAL: 779.31 * 092519-J.DYON 08/30/19 01 EVERY DROP-REFRIGERATOR FILTER 01-110-56-00-5610 42.49Page 33 of 42                            DATE: 09/16/19 UNITED CITY OF YORKVILLE TIME: 12:44:34 MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEM CHECK INVOICE # DATE # DESCRIPTION DATE ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 900079 FNBO FIRST NATIONAL BANK OMAHA 09/25/19 092519-J.DYON 08/30/19 02 TRIMBLE-SCREEN PROTECTOR KIT 51-510-56-00-5620 56.08 03 SAMS-KLEENEX, PAPER PLATES, 01-110-56-00-5610 40.42 04 NAPKINS ** COMMENT ** 05 SAMS-NOTEBOOKS 52-520-56-00-5610 7.68 06 AMAZON-WALL MAGAZINE RACK 52-520-56-00-5610 166.25 INVOICE TOTAL: 312.92 * 092519-J.ENGBERG 08/30/19 01 ADOBE CREATIVE CLOUD MONTHLY 01-220-54-00-5460 52.99 02 FEE ** COMMENT ** INVOICE TOTAL: 52.99 * 092519-J.GALAUNER 08/30/19 01 AMAZON-SOCCER REFEREE JERSEY 79-795-56-00-5606 38.16 02 YORKVILLE POST-POSTAGE FOR 79-795-54-00-5452 22.32 03 BEECHER GRANT DOCUMENTS ** COMMENT ** 04 WALMART-SOCCER WHISTLES 79-795-56-00-5606 14.88 05 AMAZON-TOOL BOX 79-795-56-00-5606 21.30 06 YORKVILLE POST-CERTIFIED 79-795-54-00-5452 8.05 07 MAILING ** COMMENT ** 08 QUICKBOOKS-BANNER 79-795-56-00-5606 81.00 INVOICE TOTAL: 185.71 * 092519-J.SLEEZER 08/30/19 01 AMAZON-BLUETOOTH HEADSETS 01-410-56-00-5620 414.48 02 AMAZON-BLUETOOTH HEADSETS 51-510-56-00-5620 207.24 03 AMAZON-BLUETOOTH HEADSETS 52-520-56-00-5620 414.48 04 AMAZON-BLUETOOTH HEADSETS 79-790-56-00-5620 483.60 05 HOME DEPO-SPLINE CARBIDE 01-410-56-00-5630 190.30 06 ROTARY HAMMER ** COMMENT ** INVOICE TOTAL: 1,710.10 * 092519-K.BARKSDALE 08/30/19 01 KENDALL PRINTING-500 BUSINESS 01-220-56-00-5620 49.40 02 CARDS-RATOS ** COMMENT ** 03 APA MEMBERSHIP RENEWAL 01-220-54-00-5460 793.00 04 KONE-AUG 2019 ELEVATOR 23-216-54-00-5446 155.07 05 MANITENANCE ** COMMENT ** INVOICE TOTAL: 997.47 * 092519-K.GREGORY 08/30/19 01 ACITELLI HEATING-CU#7 23-216-54-00-5446 4,600.00 02 REPLACEMENT ** COMMENT ** 03 ARAMARK#1591915473-MATS 52-520-54-00-5485 48.82 04 ARAMARK#1591923321-MATS 51-510-54-00-5485 48.82 05 ARAMARK#1591931191-MATS 01-410-54-00-5485 48.82 06 ARAMARK#1591939173-MATS 51-510-54-00-5485 48.82 07 ARAMARK#1591947114-MATS 01-410-54-00-5485 48.82 08 ARAMARK#1591955029-MATS 52-520-54-00-5485 48.82 09 HILTON-IML LODGING-FUNKHOUSER 01-110-54-00-5415 313.46Page 34 of 42                            DATE: 09/16/19 UNITED CITY OF YORKVILLE TIME: 12:44:34 MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEM CHECK INVOICE # DATE # DESCRIPTION DATE ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 900079 FNBO FIRST NATIONAL BANK OMAHA 09/25/19 092519-K.GREGORY 08/30/19 10 HILTON-IML LODGING-TRANSIER 01-110-54-00-5415 626.92 INVOICE TOTAL: 5,833.30 * 092519-L.PICKERING 08/30/19 01 SHAW MEDIA-LEGAL NOTICES 01-110-54-00-5426 262.88 02 MUNICIPAL CLERK'S TRAINING 01-110-54-00-5412 450.00 03 CONFERENCE ** COMMENT ** 04 REGISTRATION-PICKERING ** COMMENT ** 05 KENDALL PRINTING-NAME 01-110-56-00-5610 13.80 06 PLATES-CHIEF OF POLICE ** COMMENT ** 07 TRIBUNE-RIVERFEST AD 79-795-56-00-5606 750.00 08 TRIBUNE-LENNY'S GAS-N-WASH 90-144-00-00-0011 281.98 09 PUBLIC HEARING NOTICE ** COMMENT ** 10 TRIBUNE-BUILDING CODE UPDATE 01-220-54-00-5426 147.01 11 QUILL-CERTIFICATION HOLDERS 01-110-56-00-5610 49.90 INVOICE TOTAL: 1,955.57 * 092519-N.DECKER 08/30/19 01 GALLS-GORETEX BOOTS-SOEBBING 01-210-56-00-5600 286.95 02 GALLS-KNIT SHIRT-GARDINER 01-210-56-00-5600 41.00 03 GALLS-KNIT SHIRT-KETCHMARK 01-210-56-00-5600 41.00 04 GALLS-KNIT SHIRT-NELSON 01-210-56-00-5600 41.00 05 GALLS-KNIT SHIRT-BEHR 01-210-56-00-5600 41.00 06 GALLS-PLASTIC CUFFS FOR SQUADS 01-210-56-00-5600 145.00 07 YORKVILLE STORAGE-AUGUST 01-210-54-00-5485 95.00 08 STORAGE RENTAL ** COMMENT ** 09 TARGET-EARBUDS, DVDS 01-210-56-00-5610 29.98 10 SHRED IT-7/8/19 ON SITE 01-210-54-00-5462 176.73 11 SHREDDING ** COMMENT ** 12 AMAZON-DVDS, CD-RS, SLEEVES 01-210-56-00-5610 120.48 13 AMAZON-TACTICAl PANTS-MCMAHON 01-210-56-00-5600 189.96 14 COMCAST-07/15-08/14 SERVICE 01-640-54-00-5449 1,145.55 15 FOR KENCOM ** COMMENT ** 16 AMAZON-SWIFFER REFILLS 01-210-56-00-5610 35.91 17 O'HERRON-PANTS, MAG CUFF, 01-210-56-00-5600 376.92 18 HOLSTER, SHIRTS-GOLDSMITH ** COMMENT ** 19 O'HERRON-COMPLETE SERVICE 01-210-56-00-5600 1,168.00 20 UNIFORM-CHIEF JENSEN ** COMMENT ** 21 AMAZON-LAMINATING POUCHES 01-210-56-00-5610 16.49 22 AMAZON-STAPLES, ENVELOPES, DRY 01-210-56-00-5610 29.13 23 ERASE MARKERS ** COMMENT ** 24 AT&T-07/25-08/24 SERVICE 01-210-54-00-5440 264.25 25 COMCAST-08/08-09/07 CABLE 01-210-54-00-5440 4.20 26 ACCURINT-JULY 2019 SEARCHES 01-210-54-00-5462 150.00 27 CELLEBRITE-4 DAY INSTRUCTOR 01-210-54-00-5412 2,695.00 28 LED TRAINING-NELSON ** COMMENT ** 29 AMAZON-CORRECTION TAPE, STAMP 01-210-56-00-5610 29.79Page 35 of 42     DATE: 09/16/19UNITED CITY OF YORKVILLETIME: 12:44:34MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEMCHECKINVOICE #DATE# DESCRIPTIONDATE ACCOUNT #ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 900079 FNBO FIRST NATIONAL BANK OMAHA 09/25/19092519-N.DECKER 08/30/19 30 PAD, POST-IT NOTES** COMMENT **31 SHRED-IT-08/01/19 ON SITE01-210-54-00-5462175.9632 SHREDDING** COMMENT **33 O'HERRON-RECORDS CLERKS SHIRTS 01-210-56-00-5600200.5234 O'HERRON-TASER HOLSTERS01-210-56-00-5600227.3735 O'HERRON-CARGO PANTS-MIKOLASEK 01-210-56-00-5600159.9836 O'HERRON-BELT, ALTERATIONS01-210-56-00-5600134.75INVOICE TOTAL:8,021.92 *092519-P.MCMAHON 08/30/19 01 MEIJER-BINDER DIVIDERS01-210-56-00-56106.7002 MEIJER-GIFT CARD FOR01-210-56-00-565050.0003 COMPLIANCE CHECK DECOY** COMMENT **INVOICE TOTAL:56.70 *092519-P.RATOS08/30/19 01 BFCA ACADEMY-RESIDENTIAL CODE 01-220-54-00-5412350.0002 CLASS REGISTRATION-CREADEUR** COMMENT **03 MENARDS-GLOVES, MASKS01-220-56-00-562036.5004 RURAL KING-STEEL-TOE01-220-56-00-5620149.9905 BOOTS-RATOS** COMMENT **INVOICE TOTAL:536.49 *092519-P.SCODRO 08/30/19 01 BOOT BARN-STEEL TOE BOOTS51-510-56-00-5600175.3002 UPS-1 PKG TO WATER RESOURCES 51-510-54-00-545221.53INVOICE TOTAL:196.83 *092519-R.FREDRICKSON 08/30/19 01 COMCAST-01/12-08/11 CABLE01-110-54-00-544021.0102 COMCAST-07/13-08/12 INTERNET 51-510-54-00-5440106.8503 @ 610 TOWER PLANT** COMMENT **04 COMCAST-07/15-08/14 INTERNET 79-795-54-00-544068.1105 @ 102 E VAN EMMON** COMMENT **06 COMCAST-07/15-08/14 CABLE @ 79-795-54-00-544020.4507 102 E VAN EMMON** COMMENT **08 COMCAST-07/24-08/23 INTERNET 79-790-54-00-544083.9209 @ 201 W HYDRAULIC** COMMENT **10 COMCAST-07/24-08/23 INTERNET 79-795-54-00-544062.9311 @ 201 W HYDRAULIC** COMMENT **12 COMCAST-07/24-08/23 INTERNET 01-110-54-00-544039.3713 @ 800 GAME FARM RD** COMMENT **14 COMCAST-07/24-08/23 INTERNET 01-220-54-00-544033.7515 @ 800 GAME FARM RD** COMMENT **16 COMCAST-07/24-08/23 INTERNET 01-120-54-00-544022.5017 @ 800 GAME FARM RD** COMMENT **18 COMCAST-07/24-08/23 INTERNET 01-210-54-00-5440146.2319 @ 800 GAME FARM RD** COMMENT **20 COMCAST-07/29-08/28 INTERNET 79-790-54-00-544089.91Page 36 of 42                            DATE: 09/16/19 UNITED CITY OF YORKVILLE TIME: 12:44:34 MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEM CHECK INVOICE # DATE # DESCRIPTION DATE ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 900079 FNBO FIRST NATIONAL BANK OMAHA 09/25/19 092519-R.FREDRICKSON 08/30/19 21 @ 185 WOLF ST ** COMMENT ** 22 COMCAST-07/29-08/28 CABLE & 79-790-54-00-5440 98.70 23 PHONE @ 185 WOLF ST ** COMMENT ** 24 COMCAST-07/30-08/29 INTERNET 52-520-54-00-5440 39.47 25 @ 610 TOWER ** COMMENT ** 26 COMCAST-07/30-08/29 INTERNET 51-510-54-00-5440 118.43 27 @ 610 TOWER ** COMMENT ** 28 COMCAST-07/30-08/29 INTERNET 01-410-54-00-5440 78.95 29 @ 610 TOWER ** COMMENT ** 30 NEWTEK-AUG 2019 WEB UPKEEP 01-640-54-00-5450 16.59 INVOICE TOTAL: 1,047.17 * 092519-R.HARMON 08/30/19 01 AMAZON-CUTLERY SET, LABELS 79-795-56-00-5606 18.52 02 HOME DEPO-SPACKLE, MILK 79-795-56-00-5606 176.14 03 CRATES, CABLE TIES, VELCRO, ** COMMENT ** 04 VELCRO DISPENSERS, GROMMET ** COMMENT ** 05 KITS, UTILITY KNIFE, ** COMMENT ** 06 DEGREASER, BUNGEE CORDS ** COMMENT ** 07 WALMART-DOLLS, FIRST AID 79-795-56-00-5606 98.77 08 KITS, BUG REPELLNT, PIGGYBANK, ** COMMENT ** 09 TOTE, TISSUE ** COMMENT ** 10 TARGET-TEACHING AIDS 79-795-56-00-5606 15.00 11 TARGET-STATIONARY 79-795-56-00-5602 6.98 12 YORKVILLE POST-POSTAGE FOR 79-795-54-00-5452 24.30 13 PRESCHOOL NOTICES ** COMMENT ** 14 TEACHERS PAY 79-795-56-00-5606 39.74 15 TEACHERS-TEACHING AIDS ** COMMENT ** 16 PURE FUN-JUICE 79-795-56-00-5606 87.10 17 FUN EXPRESS-SEPT-DEC 79-795-56-00-5606 174.39 18 PRESCHOOL CLASSROOM AIDS ** COMMENT ** 19 AMAZON-BOOKS, STICKERS, 79-795-56-00-5606 132.38 20 DOLLS, POCKET CHARTS, GARDEN ** COMMENT ** 21 FLAG ** COMMENT ** 22 JET-PRESCHOOL SNACKS 79-795-56-00-5606 100.33 23 CARSON DELLOSA-BULLETIN BOARD 79-795-56-00-5606 43.48 24 DECORATIONS ** COMMENT ** 25 AMAZON-HIGH CHAIR CLEANER, 79-795-56-00-5606 150.88 26 CLASSROOM CUTOUTS, STROLLER, ** COMMENT ** 27 DOLLS, RUG GRIPPER PADS, ** COMMENT ** 28 LABELS, BALLOON STICK HOLDERS, ** COMMENT ** 29 BALLOONS ** COMMENT ** 30 AMAZON-SANITIZER, DRANO 79-795-56-00-5610 20.41 31 SCHOLASTIC-ANNUAL 79-795-56-00-5606 39.99 32 SUBSCRIPTION RENEWAL ** COMMENT ** 33 SCHOLASTIC-BOOKS 79-795-56-00-5606 30.25 INVOICE TOTAL: 1,158.66 *Page 37 of 42                            DATE: 09/16/19 UNITED CITY OF YORKVILLE TIME: 12:44:34 MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEM CHECK INVOICE # DATE # DESCRIPTION DATE ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 900079 FNBO FIRST NATIONAL BANK OMAHA 09/25/19 092519-R.HORNER 08/30/19 01 MENARDS-REFLECTIVE NUMBERS, 79-790-56-00-5620 55.86 02 SPRAY PAINT, GALVANIZING ** COMMENT ** 03 COMPOND ** COMMENT ** 04 PLAYGROUND GUARDIAN-YORKVILLE 79-790-56-00-5635 2,000.00 05 PARK PROTECTOR SOFTWARE ** COMMENT ** INVOICE TOTAL: 2,055.86 * 092519-R.WRIGHT 08/30/19 01 PHYSICIANS CARE-DRUG SCREENING 01-210-54-00-5462 172.00 02 PHYSICIANS CARE-DRUG SCREENING 79-795-54-00-5462 172.00 INVOICE TOTAL: 344.00 * 092519-S.IWANSKI 08/30/19 01 YORKVILLE POST-POSTAGE FOR 82-820-54-00-5452 19.74 02 BOOK CLUB ** COMMENT ** INVOICE TOTAL: 19.74 * 092519-S.REDMON 08/30/19 01 JEWEL-BUNS 79-795-56-00-5607 18.34 02 AMERICINN-2019 HOMETOWN DAYS 79-795-56-00-5602 154.49 03 AIR DOGS LODGING-DEPOSIT ** COMMENT ** 04 CAROUSEL SOUND-CAR SHOW DJ 79-795-56-00-5602 500.00 05 SHAW'S TENT- TENT RENTAL 79-795-56-00-5602 1,450.00 06 ARAMARK#1591923320-MATS 79-790-56-00-5620 15.82 07 ARAMARK#1591899358-MATS 79-790-56-00-5620 15.82 08 ARAMARK#1591915471-MATS 79-790-56-00-5620 15.82 09 RIVERVIEW FORD-REPLACED POWER 79-790-54-00-5495 966.24 10 STEERING PRESSURE LINE ** COMMENT ** 11 AT&T UVERSE-6/24-7/23 TOWN 79-795-54-00-5440 84.43 12 SQUARE SIGN INTERNET ** COMMENT ** 13 AMAZON-FAX MACHINE 79-795-56-00-5610 210.95 14 NRPA-CPRP RENEWALS 79-795-54-00-5412 60.00 15 GOLD MEDAL-BRIDGE PARK 79-795-56-00-5607 716.24 16 0CONCESSION SUPPLIES ** COMMENT ** 17 SOURCE ONE-TOILET PAPER, 79-795-56-00-5607 78.94 18 PAPER TOWELS ** COMMENT ** 19 SOURCE ONE-BATTERIES 79-795-56-00-5610 16.31 20 AMAZON-BOUNCE HOUSE BLOWERS 79-795-56-00-5606 324.98 21 REINDERS-3 PT HITCH 79-790-56-00-5640 697.69 22 AMAZON-SPIDERMAN COSTUME 79-795-56-00-5602 46.99 23 BSN SPORTS-FALL BASKETBALL 79-795-56-00-5606 1,793.10 24 SHIRTS ** COMMENT ** 25 BSN SPORTS-FALL BASEBALL 79-795-56-00-5606 345.03 26 PANTS ** COMMENT ** 27 BSN SPORTS-FALL BASEBALLS 79-795-56-00-5606 1,397.60 28 YORKVILLE ACE-CARPET CLEANING 79-795-56-00-5640 51.98 29 NRPA MEMBERSHIP RENEWAL 79-795-54-00-5460 675.00 30 AMAZON-RETRO SLAP BANDS 79-795-56-00-5602 10.95Page 38 of 42                            DATE: 09/16/19 UNITED CITY OF YORKVILLE TIME: 12:44:34 MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEM CHECK INVOICE # DATE # DESCRIPTION DATE ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 900079 FNBO FIRST NATIONAL BANK OMAHA 09/25/19 092519-S.REDMON 08/30/19 31 AMAZON-STICKERS 79-795-56-00-5602 49.68 32 AMAZON-STICKERS 79-795-56-00-5602 29.59 33 AMAZON-PIANO BOOKS 79-795-56-00-5606 66.06 34 AMAZON-CREDIT CARD READER 79-795-56-00-5606 76.99 35 AMAZON-CANDY 79-795-56-00-5606 24.98 36 AMAZON-PRESCHOOL COSTUME 79-795-56-00-5606 43.19 37 SOURCE ONE-PAPER TOWEL 79-795-56-00-5640 35.99 38 SOURCE ONE-BINDER CLIPS, BOX 79-795-56-00-5610 65.64 39 TAPE, DUCT TAPE, CARD STOCK, ** COMMENT ** 40 CORRECTION TAPE ** COMMENT ** 41 ADVANCED DISPOSAL-DUMPSTER 79-795-54-00-5462 149.90 42 FOR PARK & REC CLASSROOMS AT ** COMMENT ** 43 131 HYDRAULIC ** COMMENT ** INVOICE TOTAL: 10,188.74 * 092519-S.REMUS 08/30/19 01 TARGET-ITEMS FOR CHAMBER GIFT 79-795-56-00-5606 66.69 02 BASKET ** COMMENT ** 03 FACEBOOK-SPECIAL EVENTS 79-795-56-00-5606 148.90 04 ADVERTISING ** COMMENT ** 05 PRINCESS PARTY 79-795-56-00-5602 3,399.00 06 PRODUCTIONS-CHARACTERS FOR ** COMMENT ** 07 MUSIC & MINGLE EVENT ** COMMENT ** INVOICE TOTAL: 3,614.59 * 092519-S.SLEEZER 08/30/19 01 MENARDS#88878-FILTERS 79-790-56-00-5640 49.87 02 MENARDS#20258-DOOR HANDLE, 79-790-56-00-5640 46.29 03 CORD REEL ** COMMENT ** 04 MENARDS#40891-CUTTING WHEELS 79-790-56-00-5620 15.88 05 MENARDS#21666-DEADBOLTS 79-790-56-00-5640 69.98 06 MENARDS#21630-DEADBOLT 79-790-56-00-5640 99.00 07 MENARDS#20265-REPELLERS 79-790-56-00-5620 14.84 08 GROUND 79-790-56-00-5640 2,898.50 09 EFFECTS#416254-000-MULCH ** COMMENT ** 10 GROUND 79-790-56-00-5640 1,436.00 11 EFFECTS#418089-000-MULCH ** COMMENT ** 12 GROUND 79-790-56-00-5640 2,872.00 13 EFFECTS#417294-000-PLAYMAT ** COMMENT ** 14 GROUND 79-790-56-00-5640 1,435.99 15 EFFECTS#417830-000-PLAYMAT ** COMMENT ** 16 GROUND 79-790-56-00-5640 1,436.00 17 EFFECTS#417831-000-PLAYMAT ** COMMENT ** 18 GROUND 79-790-56-00-5640 1,436.00 19 EFFECTS#416465-000-PLAYMAT ** COMMENT ** 20 GROUND 79-790-56-00-5640 651.00 21 EFFECTS#418495-000-PLAYMAT ** COMMENT **Page 39 of 42                            DATE: 09/16/19 UNITED CITY OF YORKVILLE TIME: 12:44:34 MANUAL CHECK REGISTERID: AP225000.WOWCHECK # VENDOR # INVOICE ITEM CHECK INVOICE # DATE # DESCRIPTION DATE ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 900079 FNBO FIRST NATIONAL BANK OMAHA 09/25/19 092519-S.SLEEZER 08/30/19 22 GROUND 79-790-56-00-5640 30.16 23 EFFECTS#418726-000-STRAW ** COMMENT ** 24 BLANKET ** COMMENT ** 25 WINDING CREEK-2 TREES 79-790-56-00-5640 420.00 INVOICE TOTAL: 12,911.51 * 092519-T,HOULE 08/30/19 01 HOME DEPO-CLAMPS, LOCKNUTS, 79-790-56-00-5640 170.28 02 BREAKERS, CONDUIT, COVERS, ** COMMENT ** 03 FUSES, WASHERS, ELECTRICAL BOX ** COMMENT ** INVOICE TOTAL: 170.28 * 092519-T.NELSON 09/12/19 01 WALMART-BUG SPRAY 79-795-56-00-5640 14.68 02 PIT STOP-AUG 2019 PORT-O-LET 79-795-56-00-5620 2,434.16 03 UPKEEP ** COMMENT ** 04 ARCHERY PLACE-AUGUST ARCHERY 79-795-54-00-5462 80.00 05 CLASS INSTRUCTION ** COMMENT ** 06 BSN SPORTS#905884947-BASEBALL 79-795-56-00-5606 345.05 07 COACHES SHIRTS ** COMMENT ** 08 BSN SPORTS#905884961-GIRLS 79-795-56-00-5606 517.58 09 10U SOFTBALL SHIRTS ** COMMENT ** 10 BSN SPORTS#905884940-BOYS 1/2 79-795-56-00-5606 560.71 11 BASEBALL SHIRTS ** COMMENT ** 12 BSN SPORTS#905884951-12.14U 79-795-56-00-5606 593.06 13 BASEBALL SHIRTS ** COMMENT ** 14 BSN SPORTS#905884931-3/4 BOYS 79-795-56-00-5606 841.07 15 BASEBALL SHIRTS ** COMMENT ** INVOICE TOTAL: 5,386.31 * 092519-T.SOELKE 08/30/19 01 UPS-1 PKG TO CT INDUSTRIAL 52-520-54-00-5444 10.53 02 HOME DEPO-OIL 52-520-56-00-5620 25.94 03 AMERICAN TIRE-SPEED SENSOR 51-510-54-00-5490 117.06 04 REPAIR ** COMMENT ** 05 CORRO-TECH-RELACE SENSOR 52-520-54-00-5462 186.42 06 CAPS, FILTERS & SCRUBBERS ** COMMENT ** INVOICE TOTAL: 339.95 * 092519-UCOY 08/30/19 01 ADVANCED DISPOSAL - JULY 2019 01-540-54-00-5442 102,467.26 02 REFUSE SERVICE ** COMMENT ** 03 ADVANCED DISPOSAL - JULY 2019 01-540-54-00-5441 2,891.62 04 SENIOR REFUSE SERVICE ** COMMENT ** INVOICE TOTAL: 105,358.88 * CHECK TOTAL: 181,550.22 TOTAL AMOUNT PAID: 181,550.22Page 40 of 42 REGULAR OVERTIME TOTAL IMRF FICA TOTALSADMINISTRATION19,489.35$ -$ 19,489.35 1,772.54$ 1,434.19$ 22,696.08$ FINANCE10,703.46 - 10,703.46 983.33 804.02 12,490.81$ POLICE110,223.66 522.39 110,746.05 587.01 8,094.19 119,427.25$ COMMUNITY DEV.19,050.84 - 19,050.84 1,753.18 1,420.17 22,224.19$ STREETS13,193.10 - 13,193.10 1,180.79 955.79 15,329.68$ WATER14,750.55 384.86 15,135.41 1,384.85 1,113.13 17,633.39$ SEWER6,261.11 - 6,261.11 567.27 449.26 7,277.64$ PARKS22,333.68 373.47 22,707.15 1,843.09 1,667.06 26,217.30$ RECREATION17,431.52 - 17,431.52 1,230.52 1,300.31 19,962.35$ LIBRARY16,924.22 - 16,924.22 960.48 1,271.18 19,155.88$ TOTALS250,361.49$ 1,280.72$ 251,642.21$ 12,263.06$ 18,509.30$ 282,414.57$ TOTAL PAYROLL282,414.57$ UNITED CITY OF YORKVILLEPAYROLL SUMMARYSeptember 6, 2019Page 41 of 42 ACCOUNTS PAYABLE DATE Manual City Check Register (Page 1)09/03/2019 39,233.20$ Clerk's Check #131153- Kendall County Recorder (Page 2)09/10/2019 106.00 Clerk's Check #131155- Kendall County Recorder (Page 3)09/13/2019 299.00 City Check Register (Pages 4 - 30)09/24/2019 490,833.01 City MasterCard Bill Register (Pages 31 - 40)09/25/2019 181,550.22 SUB-TOTAL: $712,021.43 Bi - Weekly (Page 41)09/06/2019 282,414.57$ SUB-TOTAL: 282,414.57$ TOTAL DISBURSEMENTS:994,436.00$ UNITED CITY OF YORKVILLE BILL LIST SUMMARY Tuesday, September 24, 2019 PAYROLL Page 42 of 42 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 Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number Mayor’s Report #1 Tracking Number CC 2019-57 Old Jail License Agreement City Council – September 24, 2019 Majority Approval Please see attached. Bart Olson Administration Name Department Summary Consideration of a license agreement allowing the jail buyer access to the City’s property for purposes of maintaining the jail. Background This item was last discussed by the City Council in August, when the Old Jail purchase agreement was approved by City Council. The closing on the property is expected to occur this upcoming Monday, and in planning for some of the building improvements, both parties realized that various contractors would need to use the southern end of the City’s parking lot property to access roof and siding repairs on the jail building. The draft agreement and resolution allows the buyer to access the City’s property for temporary construction activities until a certificate of occupancy is issued on the property. Recommendation Staff recommends approval of the resolution and license agreement. Memorandum To: City Council From: Bart Olson, City Administrator CC: Date: September 18, 2019 Subject: Old Jail License Agreement Resolution No. 2019-___ Page 1 Resolution No. 2019-_____ RESOLUTION APPROVING A LICENSE AGREEMENT BY AND BETWEEN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS AND KCJ RESTORATION, LLC WHEREAS, the United City of Yorkville, Kendall County, Illinois, (the “City”) is a duly organized and validly existing non home-rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and, WHEREAS, as a part of the City’s revitalization of its downtown commercial district it entered into a Redevelopment Agreement (the “Agreement”) with KCJ Restoration, LLC, an Illinois limited liability company (the “Developer”) pertaining to the property commonly known as 111 West Madison (exclusive of the adjacent parking lot), which property is identified by parcel index number 05-32-287-001 and legally described on Exhibit A, a historic landmark of the City (the “Subject Property”); and, WHEREAS, pursuant to the Agreement, the Developer agreed to redevelop the Subject Property which is improved with a two-story building constructed in 1892 and used as the County Jail and Sheriff’s residence until 1992 (the “Old Jail”) in accordance with the terms and conditions thereof; and, WHEREAS, in order to proceed with the renovation and redevelopment of the Subject Property, the Developer shall require an easement during construction upon the City owned adjacent property; and, WHEREAS, in order to permit the Developer to complete the renovation and redevelopment of the Subject Property, the City is prepared to allow the Developer a license granting access to its property for the term and subject to the conditions as set forth in the License Agreement attached hereto. NOW, THEREFORE, BE IT RESOLVED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. That the preambles hereinabove set forth are hereby incorporated herein as if fully restated. Section 2. The License Agreement by and between the United City of Yorkville, Kendall County, Illinois and KCJ Restoration, LLC, in the form attached hereto and presented to this meeting, is hereby approved and the Mayor and City Clerk are hereby authorized to execute. Section 3. That this Resolution shall be in full force and effect from and after its passage and approval as provided by law. Resolution No. 2019-___ Page 2 Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this _____ day of ___________________, 2019. ______________________________ City Clerk KEN KOCH ________ DAN TRANSIER ________ JACKIE MILSCHEWSKI ________ ARDEN JOE PLOCHER ________ CHRIS FUNKHOUSER ________ JOEL FRIEDERS ________ SEAVER TARULIS ________ JASON PETERSON ________ Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this _____ day of ___________________, 2019. ______________________________ MAYOR Attest: ____________________________ City Clerk 1 LICENSE AGREEMENT This License Agreement (this “Agreement”) is made and entered into as of _____________, 2019 (“Effective Date”), by and between the UNITED CITY OF YORKVILLE, Kendall County, Illinois, non-home rule municipal corporation pursuant to the Constitution and laws of the State of Illinois (“Licensor”) and KCJ Restoration, LLC, an Illinois limited liability company (“Licensee”). W I T N E S S E T H: WHEREAS, Licensor owns the property legally described on Exhibit A attached hereto (the “Premises”) and the Licensee has requested that the Licensee permit the Lessee to use a portion of the Premises for the purpose of making improvements to the structure located on the property owned by the Licensee immediately adjacent to the Premises (the “Adjacent Property”); and, WHEREAS, the Licensor is willing to grant to the Licensee a license for such purpose pursuant to the terms and conditions as hereinafter provided. NOW, THEREFORE, in consideration of the mutual covenants and agreements set forth herein, and for other good and valuable consideration, the receipt and sufficiency of such consideration being hereby acknowledged, Licensor and Licensee hereby agree as follows: 1. License. Licensor hereby grants to Licensee, and Licensee hereby accepts from Licensor a non-exclusive license to use that portion of the Premises legally described on Exhibit B attached hereto for such use as provided in Section 4 of this License Agreement. 2. Term. The term of this Agreement (the “Term”) shall commence on the Effective Date and shall continue until certificates of occupancy are issued for all improvements on the Adjacent Property. Licensee or its successors and assigns shall have the option to request the License be granted for an additional term as may be required whenever the Licensee, its successors and assigns, obtains a building permit from the Licensor to undertake and complete any improvements to repair or to demolish to the structure on the Adjacent Property. 3. License Fee. Licensee shall pay to Licensor a license fee of One and 00/100 Dollars ($1.00) on the Effective Date for the Term. 4. Use. Licensee and its successors and assigns have a non-exclusive License to use that portion of the Premises legally described on Exhibit B attached hereto for the sole use of making improvements to the Adjacent Property so long as the Licensee complies with any and all applicable city codes and ordinances, and all applicable laws, rules and regulations with respect to its use of the Adjacent Property. The Licensee shall not store or cause or permit the release or disposal of any hazardous materials or substances on or about the Premises. The Licensee shall not do or permit anything to be done in, on or about the Premises which would in any way obstruct or unreasonably interfere with the rights or use and enjoyment of the Premises nor shall the Lessee 2 maintain or permit any unreasonable nuisance or commit or suffer to be committed any waste in, on or about the Premises. 5. Insurance. Liability Coverage. Licensee shall carry, at its own expense and at all times during the Term, general liability insurance covering bodily injury and property damage, with a limit of not less than $2,000,000 per occurrence combined single limit and not less than $2,000,000 in the annual aggregate for general liability. Such general liability insurance shall name Licensor as an additional insured and shall provide for a sixty (60) day notice to the Licensor in the event of cancellation. 6. Indemnity. Licensee shall defend, indemnify, and hold the Licensor, its agents, affiliates, officers, invitees, shareholders, members, designees, managers, partners, servants, directors, employees, contractors, independent contractors and representatives (“Licensee Parties”), harmless of, from and against any and all loss, liability, claims, demands, suits, actions, damages or expenses (including, without limitation, reasonable attorneys’ fees) of every type, nature and description arising out of or in connection with any injury or damage to any person or property unless caused by any negligence or willful misconduct of Licensor or its officers, agents, or employees. Such indemnification obligations shall survive any expiration or termination of this License. 7. Notices. Any notices required to be served in accordance with the terms of this Agreement shall be in writing and served by certified mail, or by overnight courier, or delivered in person and duly acknowledged, as follows: If to Licensee, then to: If to Licensor, then to: KCJ Restorations, LLC City of Yorkville 850 North Milwaukee, Suite 400 Attn: City Administrator Chicago, Illinois 60642 Bart Olson 800 Game Farm Road Yorkville, Illinois 60560 With a copy to: With a copy to: Dan Kramer Kathleen Field Orr 1107 South Bridge Street, Suite A 2024 Hickory Road, Suite 205 Yorkville, Illinois 60560 Homewood, Illinois 60430 Either party may at any time designate by written notice to the other a change in the above addresses or addressees. All notices, demands and requests which shall be served by overnight courier, or certified mail in the manner specified in this Section shall be deemed sufficiently served or given for all purposes hereunder at the time such notice, demand or request shall be delivered 3 by overnight delivery or United States registered or certified mail as aforesaid in any Post Office regularly. 8. Severability. If any provision of this Agreement shall be held to be invalid, void or unenforceable, the remaining provisions hereof shall not be affected or impaired, and such remaining provisions shall remain in full force and effect. 9. Successor and Assigns. The covenants, conditions and agreements contained in this Agreement shall bind and inure to the benefit of Licensor, Licensee, and their respective heirs, distributees, executors, administrators, successors and assigns. 10. Counterparts. For convenience, this Agreement may be executed with facsimile signatures (or PDF or similar) and/or in any number of counterparts, each of which shall be deemed an original and all of such counterparts when taken together shall constitute but one and the same document which shall be sufficiently evidenced by such executed counterparts. 11. Governing Law. This Agreement shall be governed by and construed in all respects in accordance with the laws of the State of Illinois. IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the day and year first above written. LICENSEE: KCJ RESTORATIONS, LLC, an Illinois limited liability company By: Name: Title: LICENSOR: UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS By: Name: Title: 4 EXHIBIT A TO LICENSE AGREEMENT LEGAL DESCRIPTION 5 EXHIBIT B TO LICENSE AGREEMENT NON-EXCLUSIVE LICENSE 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: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number Mayor’s Report #2 Tracking Number CC 2019-58 RTBR (FY 2021) – Approval of Streets City Council – September 24, 2019 Majority Approval of Plan Consideration of Plan Brad Sanderson Engineering Name Department Engineering Enterprises, Inc. Memo To: Bart Olson – City Administrator From: Brad Sanderson, P.E. Date: September 6, 2019 Re: RTBR (FY 2021) – Approval of Streets EEI Job #: YO1815 The City updated its five (5)-year Pavement Management Plan in the Fall of 2018. The RTBR program for this construction season followed the approved plan. We have prepared an updated plan based on an increased budget as directed and are presenting it for general concurrence. As with past years, we plan to present a new plan every fall for concurrence prior to proceeding with the preparation of a bid package. If the plan is acceptable, we will bring forth a Professional Services Agreement for the FY21 work to the October series of meetings. As with recent programs, we are recommending that design work begin in the fall so that bidding can take place in February/March, which has historically been a prime bidding environment. We have attached the Pavement Management Update materials from one year ago as reference. PROPOSED 5 YEAR RTBR PROGRAMUnited City of YorkvilleSeptember 2019STREET FROM TO STRATEGY LENGTHDEFLECTION CONDITIONDYNAMIC CONDITIONSURFACE CONDITIONCURRENT RANKCOSTE. PARK STREETMCHUGH ROADLIBERTY STREETVARIABLE DEPTH MILL, OVERLAY 3"1,484100634367108,800$ ELM STREETFREEMONT STREETMCHUGH ROADVARIABLE DEPTH MILL, OVERLAY 3"1,12610058446576,200$ JACKSON STREETFREEMONT STREETMARTIN AVENUEGRIND 3", OVERLAY 3"1,12910054406278,100$ KENNEDY ROADIL ROUTE 47660' EAST OF PRAIRIE MEADOWSGRIND 2", OVERLAY 2"4,08697984981345,700$ MCHUGH ROADCITY LIMITMARTIN AVENUEVARIABLE DEPTH MILL, OVERLAY 3"187100100699115,800$ MCHUGH ROADCITY LIMITFARMSTEAD DRIVEVARIABLE DEPTH MILL, OVERLAY 3"64910090608451,400$ SANDERS COURTE MAIN STREETNORTH ENDGRIND 2", OVERLAY 2"62610041576340,100$ 716,100$ 2019 (FY20) STREET REHABILITATION LISTTOTAL: PROPOSED 5 YEAR RTBR PROGRAMUnited City of YorkvilleOctober 2018STREET FROM TO STRATEGY LENGTHDEFLECTION CONDITIONDYNAMIC CONDITIONSURFACE CONDITIONCURRENT RANKCOSTMCHUGH ROAD KENNEDY ROAD E. COUNTRYSIDE PARKWAYGRIND 2", OVERLAY 2"3,014 100 94 67 88 223,000$ RIVER BIRCH DRIVE EAST END WEST ENDGRIND 2.5", OVERLAY 2.5"1,702 100 84 62 82 107,800$ RIVER BIRCH LANE WHITE OAK WAY RIVER BIRCH DRIVEGRIND 2.5", OVERLAY 2.5"407 100 84 60 82 25,800$ SPRUCE COURT WHITE OAK WAY SOUTH ENDGRIND 2.5", OVERLAY 2.5"653 100 64 61 74 41,400$ WHITE OAK WAY RIVER BIRCH SOUTH ENDGRIND 2.5", OVERLAY 2.5"4,320 100 80 61 80 273,700$ FIR COURT NORWAY CIRCLE NORTH ENDGRIND 2", OVERLAY 2"374 100 80 59 80 22,800$ NORWAY CIRCLE WHITE OAK WAY WHITE OAK WAYGRIND 2", OVERLAY 2"2,064 100 81 69 84 124,700$ N/A N/A N/A N/A N/A 25,000$ 844,200$ 2020 (FY21) STREET REHABILITATION LISTTOTAL:MISCELLANEOUS CITY WIDE CRACK SEALING/STRIPING PROPOSED 5 YEAR RTBR PROGRAMUnited City of YorkvilleOctober 2018STREET FROM TO STRATEGY LENGTHDEFLECTION CONDITIONDYNAMIC CONDITIONSURFACE CONDITIONCURRENT RANKCOSTADAMS STREET W. RIDGE STREET W. HYDRAULIC AVENUEGRIND 2.5", OVERLAY 2.5"827 100 80 64 82 57,200$ BEAVER STREET IL ROUTE 47 DEER STREETGRIND 2.5", OVERLAY 2.5"1,463 100 94 55 83 103,800$ COLONIAL PARKWAY IL ROUTE 47 IL ROUTE 126GRIND 2.5", OVERLAY 2.5"1,540 100 65 60 74 118,800$ ELIZABETH STREET S. MAIN STREET WEST END OVERLAY 2.5" 1,250 100 68 56 74 63,900$ GREEN BRIAR ROAD WALSH DRIVE IL ROUTE 47GRIND 2.5", OVERLAY 2.5"2,084 85 83 62 78 212,200$ MORGAN STREET W. HYDRAULIC AVENUE W. FOX STREETGRIND 2.5", OVERLAY 2.5"1,303 100 90 55 82 94,800$ STATE STREET W. HYDRAULIC AVENUE W. RIDGE STREETGRIND 2.5", OVERLAY 2.5"886 100 90 48 79 57,000$ W VAN EMMON STREET S. MAIN STREET MORGAN STREETGRIND 2.5", OVERLAY 2.5"932 100 92 54 83 48,400$ N/A N/A N/A N/A N/A 75,000$ 831,100$ 2021 (FY22) STREET REHABILITATION LISTTOTAL:MISCELLANEOUS CITY WIDE CRACK SEALING/STRIPING PROPOSED 5 YEAR RTBR PROGRAMUnited City of YorkvilleOctober 2018STREET FROM TO STRATEGY LENGTHDEFLECTION CONDITIONDYNAMIC CONDITIONSURFACE CONDITIONCURRENT RANKCOSTBOOMBAH BOULEVARD IL ROUTE 47 SHADOW WOOD DRIVEVARIABLE DEPTH MILL, OVERLAY 3"2382 100 96 58 85 203,100.00$ CANNONBALL TRAIL US ROUTE 34 JOHN STREETVARIABLE DEPTH MILL, OVERLAY 3"643 100 88 52 80 59,900$ COTTONWOOD COURT COTTONWOOD TRAIL WEST ENDGRIND 2.5", OVERLAY 2.5"239 100 67 77 82 15,800$ COTTONWOOD TRAIL JOHN STREET JOHN STREETGRIND 2.5", OVERLAY 2.5"2,261 100 80 64 82 149,100$ CYPRESS LANE DIEHL FARM ROAD WEST ENDGRIND 2.5", OVERLAY 2.5"407 100 78 72 84 26,800$ DIEHL FARM ROAD JOHN STREET US ROUTE 34GRIND 2.5", OVERLAY 2.5"918 100 84 61 82 51,500$ SEQUOIA CIRCLE EAST END SYCAMORE ROADGRIND 2.5", OVERLAY 2.5"292 100 73 71 82 19,200$ STONERIDGE CIRCLE COTTONWOOD TRAIL EAST ENDGRIND 2.5", OVERLAY 2.5"197 100 76 66 81 13,000$ STONERIDGE COURT COTTONWOOD TRAIL SOUTH ENDGRIND 2.5", OVERLAY 2.5"348 100 88 68 86 22,900$ SYCAMORE ROAD US ROUTE 34 JOHN STREETGRIND 2.5", OVERLAY 2.5"788 100 78 41 71 45,600$ SYCAMORE ROAD JOHN STREET SOUTH ENDGRIND 2.5", OVERLAY 2.5"883 100 74 62 76 63,000$ W. MAIN STREET IL ROUTE 47 WEST ENDGRIND 2.5", OVERLAY 2.5"1,092 100 86 66 85 74,700$ N/A N/A N/A N/A N/A 100,000$ 844,600$ 2022 (FY23) STREET REHABILITATION LISTTOTAL:MISCELLANEOUS CITY WIDE CRACK SEALING/STRIPING PROPOSED 5 YEAR RTBR PROGRAMUnited City of YorkvilleOctober 2018STREET FROM TO STRATEGY LENGTHDEFLECTION CONDITIONDYNAMIC CONDITIONSURFACE CONDITIONCURRENT RANKCOSTBUCKTHORNE COURT WALSH DRIVE WEST ENDGRIND 2.5", OVERLAY 2.5"374 100 97 65 89 27,200$ BURNING BUSH DRIVE WALSH DRIVE WEST ENDGRIND 2.5", OVERLAY 2.5"767 100 92 63 86 54,900$ CORAL BERRY COURT BURNING BUSH DRIVE NORTH ENDGRIND 2.5", OVERLAY 2.5"692 100 94 71 90 50,400$ E. BARBERRY CIRCLE WALSH DRIVE WALSH DRIVEGRIND 2.5", OVERLAY 2.5"1,625 100 89 69 87 118,200$ W. BARBERRY CIRCLE WALSH DRIVE WALSH DRIVEGRIND 2.5", OVERLAY 2.5"1,930 100 84 60 82 140,400$ HAWTHORNE COURT WALSH DRIVE WEST ENDGRIND 2.5", OVERLAY 2.5"312 100 82 68 84 22,700$ KING STREET W. RIVER STREET W. SOMONAUK STREETVARIABLE DEPTH MILL, OVERLAY 3"1,315 100 84 56 80 101,200$ SPICEBUSH COURT WALSH DRIVE EAST ENDGRIND 2.5", OVERLAY 2.5"266 100 89 78 91 19,300$ HEUSTIS STREET E FOX STREET E. HYDRAULIC AVENUEGRIND 2.5", OVERLAY 2.5"1,214 100 92 68 88 99,800$ MILL STREET E FOX STREET E. VAN EMMON STREETGRIND 2.5", OVERLAY 2.5"869 100 99 62 88 58,300$ ILLINI COURT ILLINI DRIVE SOUTH ENDGRIND 2.5", OVERLAY 2.5"292 100 63 61 74 19,600$ ILLINI DRIVE WALTER STREET MILL STREETGRIND 2.5", OVERLAY 2.5"843 100 70 70 80 64,800$ N/A N/A N/A N/A N/A 75,000$ 851,800$ 2023 (FY24) STREET REHABILITATION LISTMISCELLANEOUS CITY WIDE CRACK SEALING/STRIPINGTOTAL: Illin o is R a ilw a y R R B N S F R R Rob Roy CreekRob Roy CreekF o x R i v e r Rob Roy CreekRob Roy CreekRob Roy CreekBlackberry CreekBlackberry CreekF o x R i v e r Mid dle A u x S a ble C ree k Rob Roy CreekBlackberry C reek B la ck b e rry C reek Fox RiverB l a c k b e r r y C r e e k Blackberry Creek Fox RiverC reekMiddle Aux Sable Creek Blackberry CreekM id d le A u x S a b l e C r e e k M organ C reekMiddle Aux Sable Creek F o x R iv e r Fox RiverBridgeGalena F o x Ament Veterans RiverEldamain Corneils AshleyMill MinklerKennedy Legion Van Emmon Concord BlockSpring HighpointMain Cannonball ImmanuelFields Popl arDicksonTuma McHughPavillionSundownGordonPenmanG ra n d e CountrySchoolhouseBeecherJohn Bristol Ridge Tuscany LisbonReservation Gates Foli Faxon Center Hilltop Park Klatt AudreyAlice RickardSomonauk BertramAs h eBristol Bay Erica EdwardMcLell anA l a n D a l e Countryside Ho f f man Schaefer BenjaminSt a g e c o a c h KristenWrenBudd Foster Parkside Orange WillowKel l e r Berrywood StatePrescottOmahaTeriKendall SimonDeerAldenGame FarmManchester Heartland Hayden US Route 34 FreemontLillianRosenwinkel Oak CreekBoombahWalnut MapleRiverside Au t u m n Cre e k Ha mp t o n Or c h idCrimsonSumac Elm Andrew KingCarey MatlockBig Bend For dProvidenceJeter HillsideAvalon HartfieldLibertyWackerBa r b e r r y Ke l l y S utto n P a r k wa y HeustisFairfieldWashington C ountry Hills Julie Ra i n t r e e Coral US Route #34 Cummins Patterson RonhillWestWestern CoachWinding CreekIsabelMayfield Old GloryJackson Lilac PatronRavineStacyRyanRiva RidgeWi n g Fairhaven BristolSecretariat Blackberry Shore BruellMarketviewBeaver Green Briar WhitekirkRiley MayOsbronPrairie CrossingCarly F o x t a il Margaret JusticeRobertKi n g s mi llQui nsey MorganPratt El denSunset Dobbins Highview NorthlandTallgrassMitchelGrape VineLaurenChurchWhite RoseWalsh Mc Mu r t r ie JasonWat er par k HomesteadMa d e lin e AdrianBlue s t e m Fai r f ax BaileyKate Grace Holly RoodVenetian Pleasure Colonial NawakwaMadison DanielleDillon Savoy Woodview PlumThunder GulchJacob CryderBurrSycamoreHunt Twi nl eafCaledonia C a lie n d o ColtonHighland High RidgePecos IdentaOak Purcell LarkspurBanburyLeisure Whi te OakSeeley IroquoisRedbud PrairieLandmark Titus Cypress SearlBlaine EmilyAlexisHeather Ri chmondCanyon Schmidt West onS ienna Bernadette Ponderosa Far mWindett RidgeS la t e Mi ll Br o o k H a n b ury Timber CreekClearwater Edythe C h a r le s Olive Pine Ridge Roxbury Rose HillCrossHillcrest Conover Kent s hi r eCrooked CreekLewis Wi ndhamHaz el t i ne L e g n e r Wolf MillraceWhirlaway Fox Gl en Elizabeth Anna Maria G e n e v a BoomerBadgerAcornGarden ArtesianCottonwood Cla rid g e BirchwoodH id e a wa y North Gr eenf iel dGardiner R o y al O a k s LehmanE m era l d Aster No r wa y Deere Crossing GroveGildaTausPlymouth Ru b y EllsworthBarrett Squire EvergreenArrowhead Lexington Wild IndigoHuntington Timber RidgeTanglewood TrailsAspenGaylord Ly m an Gawne Nathan Astor Y or k ville CranstonBisselCommercial American BradyWarblerLong GrovePensacola Bonnie HearthstoneBurnettJuanita S a g e L e n o x Deerpath River Wood Prairie Grass ConstitutionMidnght Redhor seTremontGeorgeanna MarketplaceT hornhill Munson Wythe Oaklawn W Kendal l Dr M o ntclaire Cl ov e r D e erp oint Rebecca Wooden BridgeRena RidgePinewood Illini OlsenGarritano Lyncl iffHobbsIndependence MonarchosDivisionFreedom HubbardHarrisonChristy ColumbiaCol eWalter Preston LongviewBr ooksi de CatalpaMui rf i el dDeamesCo n s e r v a t i o n CallanderShetland Country View Timbalier Wood SageMartinStrawberry S ara v a n o s Sir BartonGillespie Vi l l age Vi ewWilsonBirch Re d Tail HickoryBuchanan WoodworthMapl e Ri dgeDolph HillsboroPrairie Pointe WorsleyRiver Birch Lakevie w Hydraulic An d r e a WoodlandAuburnColumbineP i n e Half MoonPat r i ci aChestnutFir CardinalOakwoodCornellCe n t r a l Dydyna Naden Me a d o wl a r kSprucePalmerAmanda Cl a r e mo n t Et helJul i usWestwind DoverCedar Cody Coral berryGains BellColony Ke n d a l l Ci r R e h b e h n JohnsonMulhern Meadowwood Bat or B la c k b e r r y Denise Bluejay Meadowview Laurel River Oaks PhelpsN orton SavannaDrayton DunbarPowers Wint er t hur Jeremy PatriotF ar m ste a d Regal Oak Appletree CobaltAllegianceShoegerCandleberryOwen Silver City RachelDavid WellsRodak QuantockBig RockMerl otAar on TimberBuckt hor n Ke t ch u m JeterFaxon St agecoach SunsetMillBri stol Highpoint ConcordRidge M organMitchelParkWillowMain FairfaxAshleyOak Preston Hydraulic Cypress CanyonEmerald LisbonJohnMainBeecher Dolph W aln ut S t a g e c o a c h F o x Di c k s o n PenmanMcHughPark Lewis Cr ims o n HartfieldS c h o ol h o u s eBeecher ParkFaxon Center Prairie CrossingSt a ge co a chSchmidt Rose Hill PROPOSED 5 YEAR PLAN DATE: PROJECT NO.: FILE: BY: SEPTEMBER 2019 YO1815-C YO1815 5-YEAR PLAN 9-4-2019.MXD CJO PAVEMENT MANAGEMENT SYSTEM UPDATE 2018 UNITED CITY OF YORKVILLE, ILLINOIS Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 www.eeiweb.com PATH:H:\GIS\PUBLIC\YORKVILLE\2018\YO1815 United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 NORTH ° Legend Year of Improvement 2019 2020 2021 2022 2023 Engineering Enterprises, Inc. Memo To: Bart Olson – City Administrator From: Brad Sanderson, P.E. Date: October 10, 2018 Re: Pavement Management Study Update 2018 EEI Job #: YO1815 Background In April of 2018, the United City of Yorkville contracted with Infrastructure Management Services (IMS) to perform pavement evaluations on all City owned and maintained streets. The purpose of this evaluation was to update the City’s existing Pavement Management System, determine the overall condition of the City’s streets and to finalize a new five (5)-year plan for the City’s annual street rehabilitation program. The inspection performed by IMS included the following:  Automated inspection of the entire roadway surface using a laser profile machine  Electronic analysis and measurement of roadway characteristics  Falling Weight deflectometer testing to assess the underlying soils and base of each roadway  Complete GIS integration to City’s existing shapefiles The laser profile machine is used to determine the surface rank and the falling weight deflectometer is used to determine the dynamic and deflection rank for each roadway. These three scores combine to form an overall pavement rank between 10-100. The results of these inspections are entered into the PavePro Manager Software, which yields a database of all City maintained streets. The ranking of each roadway within the system enables the City to develop a strategy for roadway maintenance activities based on prioritization by need and cost. This data is then analyzed in the PavePro Manager software as well as engineering judgement to determine an updated five (5)-year rehabilitation plan. Mr. Bart Olson October 10, 2018 Page 2 G:\Public\Yorkville\2018\YO1815-C Pavement Management Update\Docs\October 2018 PW\EEI Memo.doc Summary of Results A summary of the paving work that has occurred in the City since the last report is summarized below: Funding Source Number of Miles Subdivision Completion (Developer) 24.2 RTBR 12.0 Federal Grants 2.8 Bonds (Countryside) 3.4 Other Funding (Comed, Kendall Co.) 4.0 Total: 46.4 A comparison of the City’s roadway condition rankings from the original study to 2018 is summarized below: 2012 2018 Number of Miles 107 113.5 Unaccepted Miles 25 7.5 Overall Rank 82 87 The completion of over 24 miles of subdivision paving has caused the City’s overall rank to be inflated. For a summary of the conditions per category, please see the attached bar graphs. Currently the City is budgeting approximately $700,000 of funds per year to spend on street rehabilitation. Spending that amount over the next five (5) years will decrease the City’s overall pavement rank from 87 to 82. An overall pavement rank of 82 is a reasonable target. It should be noted that if you maintain that same funding level for 10 years the overall pavement rank goes from 87 to 76. The reason for this is that the City currently has over 26 miles of roadways that currently ranked in the fair or worse category and they are projected to require maintenance within the next 10 years. For the City to maintain an overall rank of 80 the average expenditure for the next 10 years would have to be approximately $1.5 million per year. Attached to this memo is the proposed five (5)-year plan for the City. The proposed plan does not include the following roadways:  Mill Road (This project is planned to be addressed with developer funds.)  Baseline Road (This roadway is one of the lower ranked streets with the City. This road will have to be addressed at some point soon.)  Corneils Road (This roadway may be addressed via an agreement with Comed.) Currently, we are asking for general concurrence on the proposed plan. As with past years, we plan to present a new plan every fall for concurrence prior to proceeding with the preparation of a bid package. If the plan is acceptable, we will bring forth a Professional Services Agreement for the FY20 work to the November series of meetings. As with recent programs, we are recommending that design work begin in the fall so that bidding can take place in February/March, which has historically been a prime bidding environment. PROPOSED 5 YEAR RTBR PROGRAM United City of Yorkville October 2018 STREET FROM TO STRATEGY LENGTH DEFLECTION CONDITION DYNAMIC CONDITION SURFACE CONDITION CURRENT RANK COST E. PARK STREET MCHUGH ROAD LIBERTY STREET VARIABLE DEPTH MILL, OVERLAY 3"1,484 100 63 43 67 $108,800 ELM STREET FREEMONT STREET MCHUGH ROAD VARIABLE DEPTH MILL, OVERLAY 3"1,126 100 58 44 65 $76,200 JACKSON STREET FREEMONT STREET MARTIN AVENUE GRIND 3", OVERLAY 3"1,129 100 54 40 62 $78,100 KENNEDY ROAD IL ROUTE 47 660' EAST OF PRAIRIE MEADOWS GRIND 2", OVERLAY 2"4,086 97 98 49 81 $345,700 MCHUGH ROAD CITY LIMIT MARTIN AVENUE VARIABLE DEPTH MILL, OVERLAY 3"187 100 100 69 91 $15,800 MCHUGH ROAD CITY LIMIT FARMSTEAD DRIVE VARIABLE DEPTH MILL, OVERLAY 3"649 100 90 60 84 $51,400 SANDERS COURT E MAIN STREET NORTH END GRIND 2", OVERLAY 2"626 100 41 57 63 $40,100 N/A N/A N/A N/A N/A $25,000 $741,100 ALTERNATIVE STREETS BASELINE ROAD CITY LIMIT CITY LIMIT GRIND 4", OVERLAY 4"5,750 100 63 40 61 $470,600 BASELINE ROAD IL ROUTE 47 CITY LIMIT GRIND 3", OVERLAY 3"1,484 100 90 45 78 $99,200 CORNEILS ROAD ELDAMAIN ROAD CITY LIMITS GRIND 1", OVERLAY 3"3,300 100 69 64 77 $185,200 $755,000 2019 (FY20) STREET REHABILITATION LIST TOTAL: MISCELLANEOUS CITY WIDE CRACK SEALING/STRIPING TOTAL: PROPOSED 5 YEAR RTBR PROGRAM United City of Yorkville October 2018 STREET FROM TO STRATEGY LENGTH DEFLECTION CONDITION DYNAMIC CONDITION SURFACE CONDITION CURRENT RANK COST MCHUGH ROAD KENNEDY ROAD E. COUNTRYSIDE PARKWAY GRIND 2", OVERLAY 2"3,014 100 94 67 88 $223,000 RIVER BIRCH DRIVE EAST END WEST END GRIND 2.5", OVERLAY 2.5"1,702 100 84 62 82 $107,800 RIVER BIRCH LANE WHITE OAK WAY RIVER BIRCH DRIVE GRIND 2.5", OVERLAY 2.5"407 100 84 60 82 $25,800 SPRUCE COURT WHITE OAK WAY SOUTH END GRIND 2.5", OVERLAY 2.5"653 100 64 61 74 $41,400 WHITE OAK WAY CHESTNUT LANE SOUTH END GRIND 2.5", OVERLAY 2.5"4,320 100 80 61 80 $273,700 WING ROAD IL ROUTE 71 IL ROUTE 126 GRIND 4", OVERLAY 4"1,129 100 92 57 84 $38,600 N/A N/A N/A N/A N/A $25,000 $735,300 2020 (FY21) STREET REHABILITATION LIST TOTAL: MISCELLANEOUS CITY WIDE CRACK SEALING/STRIPING PROPOSED 5 YEAR RTBR PROGRAM United City of Yorkville October 2018 STREET FROM TO STRATEGY LENGTH DEFLECTION CONDITION DYNAMIC CONDITION SURFACE CONDITION CURRENT RANK COST BEAVER STREET IL ROUTE 47 DEER STREET GRIND 2.5", OVERLAY 2.5"1,463 100 94 55 83 $103,800 COLONIAL PARKWAY IL ROUTE 47 IL ROUTE 126 GRIND 2.5", OVERLAY 2.5"1,540 100 65 60 74 $118,800 ELIZABETH STREET S. MAIN STREET WEST END OVERLAY 2.5"1,250 100 68 56 74 $63,900 FIR COURT NORWAY CIRCLE NORTH END GRIND 2", OVERLAY 2"374 100 80 59 80 $22,800 GREEN BRIAR ROAD WALSH DRIVE IL ROUTE 47 GRIND 2.5", OVERLAY 2.5"2,084 85 83 62 78 $212,200 NORWAY CIRCLE WHITE OAK WAY WHITE OAK WAY GRIND 2", OVERLAY 2"2,064 100 81 69 84 $124,700 NORWAY COURT NORWAY CIRCLE SOUTH END GRIND 2", OVERLAY 2"312 100 88 61 83 $18,800 STATE STREET W. HYDRAULIC AVENUE W. RIDGE STREET GRIND 2.5", OVERLAY 2.5"886 100 90 48 79 $57,000 W VAN EMMON STREET S. MAIN STREET MORGAN STREET GRIND 2.5", OVERLAY 2.5"932 100 92 54 83 $48,400 N/A N/A N/A N/A N/A $25,000 $795,400 2021 (FY22) STREET REHABILITATION LIST TOTAL: MISCELLANEOUS CITY WIDE CRACK SEALING/STRIPING PROPOSED 5 YEAR RTBR PROGRAM United City of Yorkville October 2018 STREET FROM TO STRATEGY LENGTH DEFLECTION CONDITION DYNAMIC CONDITION SURFACE CONDITION CURRENT RANK COST CANNONBALL TRAIL US ROUTE 34 JOHN STREET VARIABLE DEPTH MILL, OVERLAY 3"643 100 88 52 80 $59,900 COTTONWOOD COURT COTTONWOOD TRAIL WEST END GRIND 2.5", OVERLAY 2.5"239 100 67 77 82 $15,800 COTTONWOOD TRAIL JOHN STREET JOHN STREET GRIND 2.5", OVERLAY 2.5"2,261 100 80 64 82 $149,100 CYPRESS LANE DIEHL FARM ROAD WEST END GRIND 2.5", OVERLAY 2.5"407 100 78 72 84 $26,800 DIEHL FARM ROAD JOHN STREET US ROUTE 34 GRIND 2.5", OVERLAY 2.5"918 100 84 61 82 $51,500 KING STREET W. RIVER STREET W. SOMONAUK STREET VARIABLE DEPTH MILL, OVERLAY 3"1,315 100 84 56 80 $97,600 SEQUOIA CIRCLE EAST END SYCAMORE ROAD GRIND 2.5", OVERLAY 2.5"292 100 73 71 82 $19,200 STONERIDGE CIRCLE COTTONWOOD TRAIL EAST END GRIND 2.5", OVERLAY 2.5"197 100 76 66 81 $13,000 STONERIDGE COURT COTTONWOOD TRAIL SOUTH END GRIND 2.5", OVERLAY 2.5"348 100 88 68 86 $22,900 SYCAMORE ROAD US ROUTE 34 JOHN STREET GRIND 2.5", OVERLAY 2.5"788 100 78 41 71 $45,600 SYCAMORE ROAD JOHN STREET SOUTH END GRIND 2.5", OVERLAY 2.5"883 100 74 62 76 $63,000 W. MAIN STREET IL ROUTE 47 WEST END GRIND 2.5", OVERLAY 2.5"1,092 100 86 66 85 $74,700 N/A N/A N/A N/A N/A $25,000 $664,100 2022 (FY23) STREET REHABILITATION LIST TOTAL: MISCELLANEOUS CITY WIDE CRACK SEALING/STRIPING PROPOSED 5 YEAR RTBR PROGRAM United City of Yorkville October 2018 STREET FROM TO STRATEGY LENGTH DEFLECTION CONDITION DYNAMIC CONDITION SURFACE CONDITION CURRENT RANK COST ADAMS STREET W. RIDGE STREET W. HYDRAULIC AVENUE GRIND 2.5", OVERLAY 2.5"827 100 80 64 82 $57,200 E. BARBERRY CIRCLE WALSH DRIVE WALSH DRIVE GRIND 2.5", OVERLAY 2.5"1,625 100 89 69 87 $118,200 HEUSTIS STREET E FOX STREET E. HYDRAULIC AVENUE GRIND 2.5", OVERLAY 2.5"1,214 100 92 68 88 $99,800 ILLINI COURT ILLINI DRIVE SOUTH END GRIND 2.5", OVERLAY 2.5"292 100 63 61 74 $19,600 ILLINI DRIVE WALTER STREET MILL STREET GRIND 2.5", OVERLAY 2.5"843 100 70 70 80 $64,800 MILL STREET E FOX STREET E. VAN EMMON STREET GRIND 2.5", OVERLAY 2.5"869 100 99 62 88 $58,300 MORGAN STREET W. HYDRAULIC AVENUE W. FOX STREET GRIND 2.5", OVERLAY 2.5"1,303 100 90 55 82 $94,800 W. BARBERRY CIRCLE WALSH DRIVE WALSH DRIVE GRIND 2.5", OVERLAY 2.5"1,930 100 84 60 82 $140,400 N/A N/A N/A N/A N/A $25,000 $678,100 2023 (FY24) STREET REHABILITATION LIST MISCELLANEOUS CITY WIDE CRACK SEALING/STRIPING TOTAL: Illin o is R a ilw a y R R B N S F R R Rob Roy CreekRob Roy CreekF o x R i v e r Rob Roy CreekRob Roy CreekRob Roy CreekBlackberry CreekBlackberry CreekF o x R iv e r Mid dle A u x S a ble C re e k Rob Roy CreekBlackberry C reek B la ck b erry C reek Fox RiverB l a c k b e r r y C r e e k Blackberry Creek Fox RiverBig Rock CreekB ig R o ck C reekBlackberry CreekM organ C reekMiddle Aux Sable Creek F o x R iv e r Fox RiverBridgeF o x Galena Ri ver Veterans AmentEldamainCorneils Kennedy AshleyMill MinklerLegion Baseline Van Emmon BlockSpring DicksonConcord HighpointMain Cannonball FieldsGordon Popl arTuma ImmanuelMcHughPavillionTroon Faxon MitchelG ra n d e SundownAsheSchoolhouseBeecherJohn Bristol Ridge Klatt Budd Gates Foli PrescottKellerPenmanCenter Country Ho f f man Hilltop Schaefer Park St a g e c o a c h Tuscany AudreyJeterAdam Alice Reservation RickardSomonauk Bertram Bristol Bay Erica EdwardMcLel lanA l a n D a l e Countryside BenjaminKristenWrenFoster Parkside Orange LisbonWillowStateOmahaTeriKendall US Route #34 SimonDeerAldenGame FarmManchester Berrywood Heartland Hayden FreemontLillianRosenwinkelBoombah Carey Oak Creek Walnut Lakewood CreekMapleRiverside Au t u m n Cre e k Ha mp t o n Or c h idCrimsonSumac Elm Andrew KingMatlockBig Bend For dHillsideAvalon HartfieldLibertyWackerBa r b e r r y Ke l l y S utto n P a r k w a y HeustisFairfieldWashington C ountry Hills Julie Ra i n t r e e Coral Cummins Patterson RonhillWestWestern CoachWinding CreekIsabelOld GloryJackson Lilac PatronUS Route 34 Margaret RavineStacyRyanRiva RidgeWi n g Fairhaven BristolSecretariat Blackberry Shore BruellMarketviewBeaver Brian Green Briar WhitekirkRiley MayOsbronPrairie CrossingCarly F o x t a il Lynn C a lie n d o JusticeRobertKi n g s mi llQui nsey MorganPratt El denJenna Sunset Dobbins Highview NorthlandGrape VineLaurenChurchWhite RoseWalsh Mc Mu r t r ie JasonWat er par k HomesteadMa d e lin e AdrianBl u e s t e m Lewis Fai r f ax RebeccaKate Grace RoodVenetian Pleasure Colonial NawakwaMadison DanielleDillon Savoy Woodview PlumThunder GulchJacob CryderBurrSycamoreHunt Twi nl eafCaledonia ColtonHighland High RidgePecos IdentaOak Purcell LarkspurBanburyLeisure Whi te OakSeeley IroquoisRedbud PrairieS h a u n a Landmark BaileyTitus Cypress SearlBlaine EmilyAlexisHeather Ri chmondCanyon Schmidt West onS ie nna Bernadette Ponderosa Far mWindett RidgeS la t e Mi l l Br o o k H a n b ury Timber CreekClearwater Edythe C h a r le s Olive Thomas M unson Rose HillCrossHillcrest Conover Kent shi r eCrooked CreekWi ndhamHaz el t i ne L e g n e r Wolf MillraceWhirlaway Holly Fox Gl en Elizabeth Anna Maria G e n e v a BoomerBadgerAcornGarden ArtesianCottonwood Cla rid g e BirchwoodRiver WoodH id e a wa y North Gr eenf iel d Blake GardinerR o y al O a k s LehmanE m e r a l d Har r i s Aster No r wa y Deere Crossing GroveGildaTausPlymouth Ru b y EllsworthBarrett Squire EvergreenArrowhead Lexington Wild IndigoHuntington Timber RidgeTanglewood TrailsAspenGaylord Ly m an Gawne Frances Nathan Astor Boyer Y or k ville CranstonBisselCommercial American BradyWarblerLong GrovePensacola Bonnie HearthstoneBurnettJuanita S a g e L e n o x Deerpath Prairie Grass ConstitutionMidnght Redhor seTallgrass TremontGeorgeanna MarketplaceT h orn hill Wythe Oaklawn W Kendal l Dr M o ntclaire Cl ov e r D e erp ointWooden BridgeRena RidgePinewood Illini OlsenHubbardGarritano Lyncl iffHobbsIndependence MonarchosDivisionFreedomHarrison Christy ColumbiaCol eWalter Preston LongviewBr ooksi de CatalpaMui rfi el dDeamesCo n s e r v a t i o n CallanderShetland Country View Timbalier Wood SageMartinStrawberry S ara v a n o s Sir BartonGillespie Vi l l age Vi ewWilsonBirch Red Tail HickoryBuchanan WoodworthMapl e Ri dgeDolph Prairie Pointe WorsleySummerwindRiver Birch Lakevie w Hydraulic An d r e a WoodlandAuburnColumbineP i n e Half MoonPat r i ci aChestnutFir CardinalPope OakwoodCornellCe n t r a l KylaDydyna Naden Me a d o wl a r kSprucePalmerAmanda Cl a r e mo n t Et helJul i usWestwind DoverCedar Cody CoralberryGains BellColony Ke n d a l l Ci r R e h b e h n JohnsonMulhern Bat or B la c k b e r r y Denise Bluejay Evans Meadowview Laurel River Oaks PhelpsN orton SavannaDrayton DunbarPowers Wint er t hur Jeremy PatriotF ar m ste a d Regal Oak Appletree CobaltAllegianceShoegerCandleberryOwen Silver City David WellsRodak QuantockBig RockAar on TimberBuckthor n Ke t ch u mPrairie CrossingWillowSunsetSt a geco ach Dolph M organ Bri stol MitchelCr ims o n Beecher HartfieldEmerald LisbonBaileyAndrewMainMillRebecca St agecoach Oak Highpoint FairfaxF o x Canyon MainW aln ut Hydraulic Rebecca ColeAshleyBeecherRidge Center McHughJohn Di c k s o n ParkP a r k Faxon MainConcordFaxon S c h o ol h o u s e St a g e c o a c h Rose Hill Penman Park JeterSchmidtPROPOSED 5 YEAR PLAN DATE: PROJECT NO.: FILE: BY: OCTOBER 2018 YO1815-C YO1815 5-YEAR PLAN.MXD CJO PAVEMENT MANAGEMENT SYSTEM UPDATE 2018 UNITED CITY OF YORKVILLE, ILLINOIS Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 www.eeiweb.com PATH:H:\GIS\PUBLIC\YORKVILLE\2018\YO1815 United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 NORTH ° Legend Year of Improvement 2019 2020 2021 2022 2023 Illin o is R a ilw a y R R B N S F R R Rob Roy CreekRob Roy CreekF o x R i v e r Rob Roy CreekRob Roy CreekRob Roy CreekBlackberry CreekBlackberry CreekF o x R i v e r Mid dle A u x S a ble C re e k Rob Roy CreekBlackberry C reek B la ck b e rry C reek Fox RiverB l a c k b e r r y C r e e k Blackberry Creek Fox RiverBig Rock CreekB ig R ock C reek Blackberry CreekM organ C reekMiddle Aux Sable Creek F o x R iv e r Fox RiverBridgeGalena F o x Veterans Ament RiverEldamain Corneils Ke n n e d y Mill AshleyMinklerLegion Baseline Van Emmon Concord BlockSpring DicksonHighpointMain Cannonball FieldsGordon Popl arTu ma ImmanuelPa v illi o n Troon SundownG ra n d eAshe SchoolhouseFaxon BeecherJohnKlatt Bristol Ridge CountryGates Foli Tuscany PenmanKellerPrescottCenter Hilltop Park R eservat ion McHugh Budd AudreyJeterAdam Alice Ho f f man RickardSchaefer St a g e c o a c h Somonauk Bertram Bristol Bay Erica EdwardMcLel l anA la n D ale Countryside LisbonBenjaminKristenWrenFoster Parkside Orange WillowStateBerrywood MitchelTeriOmahaKendall SimonDeerAldenGame FarmManchester Heartland Ha y d e n FreemontL illia nRosenwinkel Oak CreekBoombahCarey Walnut MapleRiverside US Route #34 Or chi d Lakewood CreekAutumn Creek Ha mp t o n CrimsonSumac Elm KingAndrew MatlockFor dBig Bend US Route 34 Providence HillsideAvalon HartfieldLibertyWackerKe l l y Bar ber r ySutton Parkway HeustisFairfieldWashington Country Hills Julie R a i n t r e e Coral Cummins Patterson RonhillWestWestern CoachWinding CreekIsabelOld GloryJackson Lilac PatronRavineMargaret StacyRyanWi n g Riva RidgeBristolFairhaven Secretariat Blackberry Shore BruellBeaver MarketviewBrian Green Briar Whitekirk Riley MayOsbronCarly Prairie CrossingF o x t a i lLynnCaliendo JusticeRobertKi n g s mi llQui nsey MorganPratt El denJenna SunsetDobbins Highview NorthlandLaurenGrape VineChurchTallgrass Walsh White RoseMcMurtrie JasonWat er par k Homestead AdrianMad e line Lewis B lu e s t e m FairfaxBaileyK a t e RebeccaGraceHolly RoodVenetian Pleasure Colonial Madison NawakwaDanielleDillon Savoy PlumWoodview Thunder GulchJacob BurrCryderHunt SycamoreTwi nl eafCaledonia ColtonHighland High RidgeOak Pecos I dent aPurcell LarkspurBanburyLeisure Whi te OakSeeley Redbud IroquoisShauna Landmark Titus Cypress GriffinSearlBlaine EmilyAlexisHeather RichmondCanyonSchmidtWest onSi e n n a Bernadette Ponderosa FarmSl a t e Windett RidgeMi ll B r o o k H a n b ury Clearwater Timber CreekC h a r le s Olive ThomasPine Ridge M unson Rose HillCrossHillcrest Conover KentshireCrooked CreekWi ndhamHaz el t i ne Wolf L e g n er MillraceL a v e n d e r Whirlaway Fox Gl en Elizabeth Anna Maria G e n e v a BadgerAcornGarden ArtesianCla r id g e Cottonwood BirchwoodNorth H id e a wa y CotswoldGreenf iel dGardiner Royal Oaks LehmanE m erald AsterNo r way Li nden Deere Crossing GroveSouth Gilda Taus Ru b y EllsworthBarrett Squi r e EvergreenArrowhead Lexington Wild IndigoHuntington Timber RidgeTanglewood TrailsAspenGaylord Lyman Gawne Frances Astor Boyer Y o r k ville BisselCranston Mayf i el d Shadow Creek BradyAmerican Commercial WarblerLong GroveBonnie Pensacola G olde nr o d BurnettJuanita Sage Chally Deerpath River Wood Prairie Grass ConstitutionTremontJonathanGeorgeanna MarketplaceC a n a r y He n n i n g T h orn hill Wythe Oaklawn W Kendal l Dr Cl ov e r D e erp ointWooden BridgeRena Ridge IlliniPinewoodOlsen KathleenGarritanoInge m unson HobbsLyncl i ffDivisionMonarchosIndependence Prai ri e RoseFreedomHarrison Christy Col eColumbiaWalter Preston LongviewMui r f i el dBr ooksi de Honeysuckle Deames Hawk HollowC o n s e r v a t io n C all a n d e r Shetland Country Vie wMartin Wood Sage Strawberry S u n n y D e llS ara v a n o s Sir BartonGillespie Vi l l age Vi ewWilsonBirch Red Tail HickoryBuchanan WoodworthDolph HillsboroPrairie Pointe WorsleySummerwindRiver Birch Hydraulic A n d r e a WoodlandAuburnP i n e ColumbinePat r i ci aBrighton Oaks CardinalPo p e OakwoodCe n t r a l Ti mb e r Vi e w KylaTowerDydyna Naden SprucePalmerAmanda Et helJul i usCl a r e mo n tWestwind DoverCedar Cody Coral berryGains BellColony Ke n d a l l C i r R e h b e h n JohnsonMulhern MeadowwoodIndian CliffsBat or Tomasik Evans Laurel River Oaks PhelpsWinchesterNorton SavannaDrayton Powers Wint er t hur PatriotFl i nt Cr ee Regal Oak Appletree CobaltAllegianceShoegerCandleberryOwen Silver City AustinWellsLakewood SpringsQuantockBig RockMerl otMaddenAar on TimberBuckt hor n Mapl e John Bri stol WillowStateFaxon St a g e c o a c h Highpoint HartfieldCenter AndrewCrimson St a g e c o a ch Wa l n u t Oa k LisbonC o n c o r d F a i r f a x F o x PenmanSchmidtHydraulicCole Rebecca MainAshleyMillRi v e r Wo o d Di c k s o n Beecher River WoodPark S c h o ol h o u s e RidgeMitchel CanyonMc HughParkSchoolhouse Emerald Faxon BeecherJeterPrairie CrossingP a r k McHughMorganSt agecoach MainDATE: PROJECT NO.: FILE: BY: OCTOBER 2018 YO1815-C YO1815 CURRENT SURFACE RANK.MXD CJO PAVEMENT MANAGEMENT SYSTEM UPDATE 2018 UNITED CITY OF YORKVILLE, ILLINOIS Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 www.eeiweb.com PATH:H:\GIS\PUBLIC\YORKVILLE\2018\YO1815 United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 NORTH ° Legend Current Overall Condition Gravel Road Binder Only 10-39 Very Poor 40-59 Poor 60-69 Fair 70-79 Good 80-89 Very Good 90-100 Excellent H ollen back Creek Hol l enback CreekSleepy HollowWalker HelmarHollenbackStagecoach Walker CURRENT OVERALL CONDITION (BASE AND SURFACE) Illin o is R a ilw a y R R B N S F R R Rob Roy CreekRob Roy CreekF o x R i v e r Rob Roy CreekRob Roy CreekRob Roy CreekBlackberry CreekBlackberry CreekF o x R i v e r Mid dle A u x S a ble C ree k Rob Roy CreekBlackberry C reek B la ck b e rry C reek Fox RiverB l a c k b e r r y C r e e k Blackberry Creek Fox RiverBig Rock CreekB ig R ock C reekBlackberry CreekM organ C reekMiddle Aux Sable Cree F o x R iv e r Fox RiverBridgeF o x Galena River Veterans AmentEldamainCorneils Ke n n e d y AshleyMill MinklerLegion Baseline Van Emmon BlockConcord Spring DicksonHighpointMain Cannonball FieldsGordon Popl arTuma ImmanuelPav illi onFaxon Troon MitchelG ra n d e SundownBudd AsheSchoolhouseBeecherJohnKlatt Bristol Ridge Gates Hoffman Foli Schaefer PrescottKellerCenter St a g e c o a c h PenmanHilltop Park McHugh CountryTuscany AudreyJeterAdam Alice RickardSomonauk Bertram R eservation Bristol Bay Erica EdwardMcLel l anA la n D ale Countryside BenjaminKristenWrenFoster Parkside Orange WillowLisbonStateUS Route #34 TeriOmahaKendall SimonDeerAldenGame FarmManchester Heartland Ha y d e n FreemontLillia nRosenwinkel Berrywood BoombahCarey Walnut Lakewood CreekMapleRiverside Or chi d Autumn Creek H a mp t o n CrimsonSumac Elm KingAndrew MatlockFor dBig Bend Oak Creek Providence HillsideAvalon HartfieldLibertyWackerKe l l y Bar ber r ySutton Parkway HeustisFairfieldWashington Country Hills Julie R a i n t r e e Coral Cummins Patterson RonhillWestWestern CoachWinding CreekIsabelOld GloryJackson Lilac PatronRavineMargaret StacyRyanWi n g Riva RidgeBristolFairhaven Secretariat Blackberry Shore BruellBeaver MarketviewBrian Green Briar Whitekirk Riley MayUS Route 34 OsbronCarly Prairie CrossingC a lie n d o JusticeRobertKi n g s mi llQui nsey MorganPratt L y n n El denJenna SunsetDobbins Highview NorthlandLaurenGrape VineChurchWalsh White RoseMcMurtrie JasonWat er par k Homestead AdrianMa d e lin e Lewis B lu e s t e m FairfaxKa t e RebeccaGraceRoodVenetian Pleasure Colonial Madison NawakwaDanielleDillon Savoy PlumWoodview Thunder GulchJacob BurrCryderEi leen Hunt SycamoreTwi nl eafCaledonia ColtonHighland High RidgeOak Pecos I dent aPurcell BaileyLarkspurBanburyLeisure Whi te OakSeeley Redbud IroquoisLandmark Titus Cypress SearlBlaine EmilyAlexisHeather RichmondCanyonSchmidtWest onS ie n n a Bernadette Ponderosa Oakmont FarmS la t e Windett RidgeMi ll B r o o k H a n b ur y Clearwater Timber CreekC h a r le s Olive ThomasM unson Rose HillCrossHillcrest Conover KentshireCrooked CreekWi ndhamHaz el t i ne Wolf L e g n er F o x t a ilMillraceL a v e n d e r Whirlaway Fox Gl en Elizabeth Anna Maria G e n e v a Shauna BadgerAcornGarden ArtesianC l a rid g e Cottonwood BirchwoodNorth H id e a wa y CotswoldGr eenf iel d Blake GardinerRoyal Oa ks E m erald AsterHarris River WoodNo r way Pine RidgeLi nden Deere Crossing GroveSouth Gilda Taus Ru b y EllsworthBarrett Squi r e EvergreenArrowhead Lexington Wild IndigoHuntington Timber RidgeTanglewood TrailsAspenGaylord Lyman Gawne Frances Astor Boyer Y or k ville BisselCranston Shadow Creek BradyAmerican Commercial WarblerLong GroveBonnie Pensacola G oldenrod BurnettJuanita Sage KathleenChally Deerpath Prairie Grass ConstitutionTremontJonathanGeorgeanna MarketplaceC a n a r y He n n i n g T h orn hill Wythe Oaklawn W Kendal l Dr Cl ov e r D e erp oi n tWooden BridgeRena Ridge IlliniPinewoodOlsenGarritano Inge m unson HobbsLyncl i ffDivisionMonarchosIndependence Prai ri e RoseFreedomHarrison Christy Col eColumbiaWalter Preston LongviewMui r f i el dBr ooksi de Honeysuckle Deames Hawk HollowC o n s e r v a t io n C all a n d e r Shetland Country Vie wMartin Wood Sage Strawberry S u n n y D e ll S ara v a n o s Sir BartonGillespie Vi l l age Vi ewWilsonBirch Red Tail HickoryBuchanan WoodworthDolph HillsboroPrairie Pointe WorsleySummerwindRiver Birch Hydraulic A n d r e a WoodlandAuburnP i n e ColumbinePat r i ci aBrighton Oaks CardinalPo p e OakwoodCe n t r a l Ti mb e r Vi e w TowerDydyna Naden VeronicaSprucePalmerAmanda Et helJul i usCl a r e mo n tWestwind DoverCedar Cody Coral berryGains BellColony Ke n d a l l Ci r R e h b e h n JohnsonMulhern Indian CliffsBat or Tomasik Evans Laurel River Oaks PhelpsWinchesterN orton SavannaDrayton Powers Wint er t hur PatriotFl i nt Cr ee Regal Oak Appletree CobaltAllegianceShoegerCandleberryOwen Silver City Austin Cotter WellsQuantockBig RockMaddenAar on TimberBuck t hor n Schoolhouse MorganWillowColeDi c k s o n Emerald Beecher ParkAndrewMainF a i r f a x Rebecca McHughOa k JeterCypr ess Faxon Canyon MainHydraulic Crimson Rebecca JohnPenman S t a g e c o a ch F o x MillCenter P a r k HighpointMitchelAshley Mapl e HartfieldS c h o ol h o u s eBeecher Park Bri stol St a g e c o a c h St agecoach Prairie CrossingMcHughWa l n u t BaileyFaxon SchmidtRidge CURRENT SURFACE CONDITION DATE: PROJECT NO.: FILE: BY: OCTOBER 2018 YO1815-C YO1815 CURRENT SURFACE RANK.MXD CJO PAVEMENT MANAGEMENT SYSTEM UPDATE 2018 UNITED CITY OF YORKVILLE, ILLINOIS Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 www.eeiweb.com PATH:H:\GIS\PUBLIC\YORKVILLE\2018\YO1815 United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 NORTH ° Legend SURFACE CONDITION Gravel Road Binder Only 10-39 Very Poor 40-59 Poor 60-69 Fair 70-79 Good 80-89 Very Good 90-100 Excellent H ollen back Creek Hol l enback CreekSleepy HollowWalker HelmarHollenbackStagecoach Walker Illin o is R a ilw a y R R B N S F R R Rob Roy CreekRob Roy CreekF o x R i v e r Rob Roy CreekRob Roy CreekRob Roy CreekBlackberry CreekBlackberry CreekF o x R i v e r Mid dle A u x S a ble C ree k Rob Roy CreekBlackberry C reek B la ck b erry C reek Fox RiverB l a c k b e r r y C r e e k Blackberry Creek Fox RiverBig Rock CreekB ig R ock C reekBlackberry CreekM organ C reekMiddle Aux Sable Creek F o x R iv e r Fox RiverBridgeGalena F o x Veterans Ament Ri verEldamain Corneils Mill Kennedy AshleyMinklerLegion Baseline Van Emmon Concord BlockSpring DicksonHighpointMain Cannonball FieldsGordon Popl arTu ma McHughImmanuelPav illi o nTroon SundownG ra n d eAshe SchoolhouseBeecherFaxon Country John Bristol Ridge Klatt Gates Foli TuscanyPrescott KellerCenter Reservation Hilltop Park PenmanAudreyJeterBudd Adam Alice RickardHof f ma n Schaefer Somonauk St a g e c o a c h Bertram Bristol Bay Erica EdwardMcLellanA la n D ale Countryside BenjaminKristenWrenFoster Parkside Orange WillowBerrywood StateOmahaTeriMitchelKendall SimonDeerLisbonAldenGame FarmManchester Heartland Hayden FreemontLillianRosenwinkel Oak CreekBoombahCareyLakewood CreekWalnut MapleRiverside Au t u m n Cre e k Ha mp t o n OrchidCrimsonUS Route #34 Sumac US Route 34 Elm Andrew KingMatlockBig Bend For dProvidence HillsideAvalon HartfieldLibertyWackerB a r b e r r y Ke l l y Sutton Parkway HeustisFairfieldWashington C ountry Hills Julie Ra i n t r e e Coral Cummins Patterson RonhillWestWestern CoachWinding CreekIsabelOld GloryJackson Lilac PatronMargaret RavineStacyRyanRiva RidgeWi n g Fairhaven BristolSecretariat Blackberry Shore BruellMarketviewBeaver Brian Green Briar Whitekirk Riley MayOsbronPrairie CrossingCarly F o x t a i l Lynn C a lie n d o JusticeRobertKi n g s mi llQui nsey MorganPratt El denJenna SunsetDobbins Highview NorthlandTallgrassGrape VineLaurenChurchWhite RoseWalsh Mc Mu r t r ie JasonWat er par k Homestead Ma d e line AdrianBl u e s t e m Lewis FairfaxBaileyRebeccaKa t e GraceHolly RoodVenetian Pleasure Colonial NawakwaMadison GriffinDanielleDillon Savoy Woodview PlumThunder GulchJacob CryderBurrSycamoreHunt Twi nl eafCaledonia ColtonHighland High RidgePecos I dent aOak Purcell LarkspurBanburyLeisure Whi t e OakSeeley IroquoisRedbud PrairieShauna Landmark Titus Cypress SearlBlaine EmilyAlexisHeather Ri chmondCanyonSchmidtWest onSi enna Bernadette Ponderosa Far mWindett RidgeSl a t e Mi ll Br o o k H a n b ury Timber CreekClearwater Ch a r le s Olive ThomasPine Ridge M unson Rose HillCrossHillcrest Conover Kent shi r eCrooked CreekWin dhamHaz el t i ne L e g n e r Wolf MillraceWhirlaway Fox Gl en Elizabeth Anna Maria G e n e v a BoomerBadgerAcornGarden ArtesianCottonwood Cla rid g e BirchwoodRoxburyH id e a wa y CotswoldNorth Gr eenf iel dGardiner Royal Oaks LehmanE m e r a l d AsterNo r wa y Deere Crossing GroveSouth Gilda T a u s Ru b y EllsworthBarrett Squi r e EvergreenArrowhead Lexington Wild IndigoHuntington Timber RidgeTanglewood TrailsAspenGaylord Lyman Gawne Frances Astor Boyer Y or k ville CranstonBissel Shadow Creek Commercial American BradyWarblerLong GrovePensacola Bonnie HearthstoneBurnettS a g e L e n o x Chally Deerpath HeatherwoodNeola River Wood Prairie Grass ConstitutionWilliam Midnght TremontJonathanGeorgeanna MarketplaceCanaryHe n n i n g T hornhill Wythe Oaklawn W Kendal l Dr M o ntclaire Cl ov e r D e erp ointWooden BridgeRena RidgePinewood Illini Olsen Kathleen HubbardGarritanoIn g e mu n s o n Wi n t e rbe rry LyncliffHobbsIndependence MonarchosDivisionPrai ri e RoseFreedomHarrison Christy ColumbiaCol eWalter Preston LongviewBr ooksi de CatalpaMui rf i el dDeames Hawk HollowC o n s e r v a t i o n C all a n d e r Shetland Count r y Vi ewWood Sage Martin Strawberry S u n n y De llS ara v a n o s Sir BartonGillespie Vi l l age Vi ewWilsonBirch Re d Tail HickoryBuchanan WoodworthDolph HillsboroPrairie Pointe WorsleySummerwindRiver Birch Lakeview Hydraulic JenniferA n d r e a WoodlandAuburnColumbineP in e Pat r i ci aBrighton Oaks Fir CardinalPo p e SandersOakwoodTi mb e r Vi e w CornellCe n t r a l TowerDydyna Naden Me a d o wl a r kSprucePalmerAmanda Cl a r e mo n t Et helJul i usWestwind DoverCedar Cody Coral berryGains BellColony Ke n d a l l Ci r R e h b e h n JohnsonMulhern Indian CliffsBat or Blackberry Tomasik Evans Meadowview Laurel River Oaks PhelpsWinchesterNorton SavannaDrayton Powers Wint er t hur PatriotF ar m ste a d Fli nt Cr ee Regal Oak Appletree CobaltAllegianceShoegerMurfield CandleberryOwen Silver City AustinWellsLakewood SpringsQuantockBig RockMerl otMaddenAar on TimberSt AnnesBuckthor n Sheridan AshleyF o x Faxon FairfaxHartfieldWillowRiver WoodMitchelFaxon MainPrairie CrossingMainCanyon BeecherDi c k s o n Hydraulic LisbonRebecca St agecoach JohnSchmidt Rebecca McHughP a r k Emerald OakMartin Highpoint Ridge Cr ims o n S t a g e c o a c h Wa l n u t Center C o n c o r d JeterParkS c h o ol h o u s e Bri stol MillConcord Ri v e r Woo d Schoolhouse Beecher St a geco a ch Mapl e M organ Park PenmanState AndrewMainColePAVING HISTORY 2012-2018 DATE: PROJECT NO.: FILE: BY: OCTOBER 2018 YO1815-C YO1815 PAVING HISTORY 2012-2018.MXD CJO PAVEMENT MANAGEMENT SYSTEM UPDATE 2018 UNITED CITY OF YORKVILLE, ILLINOIS Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 www.eeiweb.com PATH:H:\GIS\PUBLIC\YORKVILLE\2018\YO1815 United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 NORTH ° Legend Year of Improvement 2012 2013 2014 2015 2016 2017 2018 IMS Infrastructure Management Services Page: 1 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # ABERDEEN CT WHITEKIRK LN NORTH END 91 80 100 87 Flexible0001-001 91 80 100 87Average: Std. Dev. 0 0 0 0 ADAMS ST W RIDGE ST W MADISON ST 82 81 100 64 Flexible0002-001 ADAMS ST W MADISON ST W VAN EMMON ST 84 88 100 63 Flexible0002-002 ADAMS ST W VAN EMMON ST W HYDRAULIC AVE 86 91 100 65 Flexible0002-003 84 87 100 64Average: Std. Dev. 2 5 0 1 ADRIAN ST BLAINE ST W DOLPH ST 91 85 100 83 Flexible0003-001 91 85 100 83Average: Std. Dev. 0 0 0 0 ADRIAN ST W DOLPH ST W ORANGE ST 91 82 100 87 Flexible0003-002 ADRIAN ST W ORANGE ST W WASHINGTON ST 91 80 100 87 Flexible0003-003 91 81 100 87Average: Std. Dev. 0 0 0 0 ALAN DALE LN RED TAIL CT DENISE CT 87 85 100 72 Flexible0004-001 ALAN DALE LN DENISE CT YELLOWSTONE LN 83 85 100 64 Flexible0004-002 ALAN DALE LN YELLOWSTONE LN ALICE AVE 84 90 100 61 Flexible0004-003 85 86 100 67Average: Std. Dev. 2 2 0 6 ALAN DALE LN ALICE AVE SUMAC DR 92 88 100 82 Flexible0004-004 ALAN DALE LN SUMAC DR REDBUD DR 94 87 100 88 Flexible0004-005 ALAN DALE LN REDBUD DR DS@660N REDBUD DR 90 79 100 87 Flexible0004-006 92 83 100 86Average: Std. Dev. 3 5 0 2 ALAN DALE LN DS@660N REDBUD DR HONEYSUCKLE LN 95 87 100 90 Flexible0004-007 ALAN DALE LN HONEYSUCKLE LN TWINLEAF TRL 93 85 100 89 Flexible0004-008 ALAN DALE LN TWINLEAF TRL WINTERBERRY DR 93 85 100 89 Flexible0004-009 ALAN DALE LN WINTERBERRY DR FAXON RD 93 85 100 89 Flexible0004-010 ALAN DALE LN FAXON RD DS@660N FAXON RD 93 84 100 88 Flexible0004-011 ALAN DALE LN DS@660N FAXON RD MCMURTRIE WAY 95 91 100 86 Flexible0004-012 93 85 100 89Average: Std. Dev. 1 2 0 1 ALDEN AVE OLD GLORY DR HENNING LN 84 80 100 70 Flexible0005-001 ALDEN AVE HENNING LN AMOS AVE 82 79 100 65 Flexible0005-002 ALDEN AVE AMOS AVE ROOD ST 82 84 100 61 Flexible0005-003 ALDEN AVE ROOD ST MCLELLAN BLVD 76 77 100 53 Flexible0005-004 82 81 100 64Average: Std. Dev. 2 3 0 7 Page: 1Overview Pavement Condition Report IMS Infrastructure Management Services Page: 2 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # ALICE AVE CANNONBALL TRL DS@660W CANNONBALL TRL 80 91 100 50 Flexible0006-001 ALICE AVE DS@660W CANNONBALL TRL ALAN DALE LN 80 100 100 39 Flexible0006-002 ALICE AVE ALAN DALE LN DS@660W ALAN DALE LN 85 85 100 67 Flexible0006-003 ALICE AVE DS@660W ALAN DALE LN FAXON RD 87 91 100 66 Flexible0006-004 83 91 100 58Average: Std. Dev. 4 4 0 11 ALLEGIANCE CROSSING MILL RD SEELEY ST 83 84 100 63 Flexible0007-001 83 84 100 63Average: Std. Dev. 0 0 0 0 AMERICAN WAY GRANDE TRL DS@660S GRANDE TRL 75 84 100 43 Flexible0008-001 AMERICAN WAY DS@660S GRANDE TRL SOUTH END 76 88 100 41 Flexible0008-002 75 85 100 42Average: Std. Dev. 0 0 0 0 AMOS AVE ALDEN AVE OLD GLORY DR 76 61 100 68 Flexible0009-001 76 61 100 68Average: Std. Dev. 0 0 0 0 ANDERSON CT W KENDALL DR NORTH END 96 93 100 87 Flexible0010-001 96 93 100 87Average: Std. Dev. 0 0 0 0 ANDREA CT OVERLOOK CT EAST END 90 91 100 75 Flexible0011-001 90 91 100 75Average: Std. Dev. 0 0 0 0 APPLETREE CT N BRIDGE ST WEST END 80 61 100 80 Flexible0012-001 80 61 100 80Average: Std. Dev. 0 0 0 0 ARROWHEAD DR HEARTLAND DR WACKER DR 87 90 100 69 Flexible0013-001 ARROWHEAD DR WACKER DR STILLWATER CT 85 84 100 70 Flexible0013-002 ARROWHEAD DR STILLWATER CT HOMESTEAD DR 87 85 100 74 Flexible0013-003 87 87 100 71Average: Std. Dev. 1 3 0 3 ASHLEY RD SCHOOLHOUSE RD DS@660S SCHOOLHOUSE RD 92 97 100 74 Flexible0014-001 ASHLEY RD DS@660S SCHOOLHOUSE RD DS@1320S SCHOOLHOUSE RD 88 90 100 71 Flexible0014-002 Page: 2Overview Pavement Condition Report IMS Infrastructure Management Services Page: 3 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # ASHLEY RD DS@1320S SCHOOLHOUSE RD DS@1980S SCHOOLHOUSE RD 92 94 100 77 Flexible0014-003 ASHLEY RD DS@1980S SCHOOLHOUSE RD CITY LIMIT 94 100 100 75 Flexible0014-004 91 95 100 74Average: Std. Dev. 2 4 0 3 ASPEN LN JOHN ST DS@660W JOHN ST 83 77 100 70 Flexible0016-001 ASPEN LN DS@660W JOHN ST DS@1320W JOHN ST 82 72 100 73 Flexible0016-002 ASPEN LN DS@1320W JOHN ST JOHN ST 78 69 100 67 Flexible0016-003 81 73 100 70Average: Std. Dev. 2 4 0 3 ASTER DR WALSH CIR DS@660S WALSH CIR 81 67 100 76 Flexible0017-001 ASTER DR DS@660S WALSH CIR WALSH CIR 81 75 100 68 Flexible0017-002 81 69 100 74Average: Std. Dev. 0 0 0 0 AUBURN DR E SPRING ST OMAHA DR 90 87 100 78 Flexible0018-001 90 87 100 78Average: Std. Dev. 0 0 0 0 AUTUMN CREEK BLVD VETERANS PKWY LAVENDER WAY 97 100 100 84 Flexible0019-001 97 100 100 84Average: Std. Dev. 0 0 0 0 AUTUMN CREEK BLVD LAVENDER WAY SIENNA DR 93 93 100 80 Flexible0019-002 AUTUMN CREEK BLVD SIENNA DR ORCHID ST 92 100 100 70 Flexible0019-003 AUTUMN CREEK BLVD ORCHID ST CORAL DR 87 93 100 65 Flexible0019-004 AUTUMN CREEK BLVD CORAL DR CRIMSON LN 89 91 100 71 Flexible0019-005 AUTUMN CREEK BLVD CRIMSON LN DS@660N CRIMSON LN 92 97 100 73 Flexible0019-006 91 95 100 72Average: Std. Dev. 2 3 0 4 AUTUMN CREEK BLVD DS@660N CRIMSON LN DS@1320N CRIMSON LN 90 85 100 81 Flexible0019-007 AUTUMN CREEK BLVD DS@1320N CRIMSON LN PRAIRE GRASS LN 96 91 100 89 Flexible0019-008 AUTUMN CREEK BLVD PRAIRE GRASS LN DS@660N PRAIRE GRASS LN 96 91 100 90 Flexible0019-009 AUTUMN CREEK BLVD DS@660N PRAIRE GRASS LN KENNEDY RD 100 99 100 91 Flexible0019-010 Page: 3Overview Pavement Condition Report IMS Infrastructure Management Services Page: 4 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 94 90 100 87Average: Std. Dev. 4 5 0 6 BADGER ST WOLF ST DS@660N WOLF ST 89 88 100 74 Flexible0020-001 89 88 100 74Average: Std. Dev. 0 0 0 0 BADGER ST DS@660N WOLF ST BEAVER ST 88 92 100 69 Flexible0021-001 88 92 100 69Average: Std. Dev. 0 0 0 0 BAILEY RD MILL RD BERESFORD DR 72 58 100 61 Flexible0022-001 BAILEY RD BERESFORD DR BISSEL DR 72 71 100 48 Flexible0022-002 BAILEY RD BISSEL DR KENNEDY RD 75 79 100 48 Flexible0022-003 73 73 100 50Average: Std. Dev. 2 7 0 4 BALTRUSOL CT KINGSMILL ST WEST END 92 94 100 76 Flexible0023-001 92 94 100 76Average: Std. Dev. 0 0 0 0 BANBURY AVE KINGSMILL ST DS@660N KINGSMILL ST 93 99 100 74 Flexible0024-001 BANBURY AVE DS@660N KINGSMILL ST HAZENLTINE WAY 91 94 100 74 Flexible0024-002 92 97 100 74Average: Std. Dev. 0 0 0 0 BARBERRY CIR E WALSH DR DS@660S WALSH DR 86 85 100 70 Flexible0127-001 BARBERRY CIR E DS@660S WALSH DR DS@1320S WALSH DR 87 93 100 64 Flexible0127-002 BARBERRY CIR E DS@1320S WALSH DR WALSH DR 89 87 100 75 Flexible0127-003 87 89 100 69Average: Std. Dev. 1 5 0 5 BARBERRY CIR W WALSH DR DS@660S WALSH DR 80 77 100 63 Flexible0374-001 BARBERRY CIR W DS@660S WALSH DR DS@1320S WALSH DR 82 83 100 61 Flexible0374-002 BARBERRY CIR W DS@1320S WALSH DR WALSH DR 84 94 100 56 Flexible0374-003 82 84 100 60Average: Std. Dev. 2 8 0 4 BASELINE RD N BRIDGE ST DS@660W N BRIDGE ST 78 92 100 44 Flexible0025-001 BASELINE RD DS@660W N BRIDGE ST DS@1320W N BRIDGE ST 77 87 100 46 Flexible0025-002 BASELINE RD DS@1320W N BRIDGE CITY LIMIT 80 92 100 47 Flexible0025-003 Page: 4Overview Pavement Condition Report IMS Infrastructure Management Services Page: 5 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # ST 78 90 100 45Average: Std. Dev. 1 3 0 1 BASELINE RD CITY LIMIT DS@660W CITY LIMIT 80 96 100 45 Flexible0026-001 BASELINE RD DS@660W CITY LIMIT DS@1320W CITY LIMIT 72 66 100 54 Flexible0026-002 BASELINE RD DS@1320W CITY LIMIT DS@1980W CITY LIMIT 80 100 100 41 Flexible0026-003 BASELINE RD DS@1980W CITY LIMIT DS@2640W CITY LIMIT 61 63 100 29 Flexible0026-004 BASELINE RD DS@2640W CITY LIMIT DS@3300W CITY LIMIT 54 44 100 29 Flexible0026-005 69 74 100 40Average: Std. Dev.12 24 0 11 BASELINE RD DS@3300W CITY LIMIT DS@3960W CITY LIMIT 57 44 100 37 Flexible0026-006 BASELINE RD DS@3960W CITY LIMIT DS@4620W CITY LIMIT 58 44 100 41 Flexible0026-007 BASELINE RD DS@4620W CITY LIMIT DS@5280W CITY LIMIT 58 44 100 39 Flexible0026-008 BASELINE RD DS@5280W CITY LIMIT CITY LIMIT 60 44 100 46 Flexible0026-009 58 44 100 40Average: Std. Dev. 1 0 0 3 BATOR ST BENJAMIN ST EAST END 91 88 100 80 Flexible0445-001 91 88 100 80Average: Std. Dev. 0 0 0 0 BEAVER ST S BRIDGE ST DS@660E S BRIDGE ST 91 100 100 68 Flexible0027-001 BEAVER ST DS@660E S BRIDGE ST BADGER ST 88 91 100 70 Flexible0027-002 BEAVER ST BADGER ST DEER ST 74 88 100 37 Flexible0027-003 83 94 100 55Average: Std. Dev.11 8 0 21 BEECHER RD CITY LIMIT DS@660S CITY LIMIT 80 59 100 82 Flexible0028-001 BEECHER RD DS@660S CITY LIMIT CITY LIMIT 93 94 100 78 Flexible0028-002 BEECHER RD CITY LIMIT CORNEILS RD 91 88 100 81 Flexible0028-003 88 80 100 80Average: Std. Dev. 9 24 0 3 BEECHER RD CORNEILS RD DS@660S CORNEILS RD 93 86 100 87 Flexible0028-004 BEECHER RD DS@660S CORNEILS RD DS@1320S CORNEILS RD 93 82 100 91 Flexible0028-005 BEECHER RD DS@1320S CORNEILS CITY LIMIT 88 69 100 91 Flexible0028-006 Page: 5Overview Pavement Condition Report IMS Infrastructure Management Services Page: 6 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # RD 92 81 100 90Average: Std. Dev. 2 7 0 3 BEECHER RD JOHN ST DS@660N JOHN ST 89 91 100 72 Flexible0029-001 BEECHER RD DS@660N JOHN ST JOHN ST 85 87 100 66 Flexible0029-001 BEECHER RD DS@660N JOHN ST VETERANS PKWY 93 94 100 80 Flexible0029-002 BEECHER RD VETERANS PKWY DS@660N JOHN ST 93 100 100 73 Flexible0029-002 89 92 100 72Average: Std. Dev. 4 5 0 5 BEECHER RD N VETERANS PKWY DS@660N VETERANS PKWY 95 100 100 78 Flexible0262-001 BEECHER RD N DS@660N VETERANS PKWY VETERANS PKWY 95 100 100 79 Flexible0262-001 BEECHER RD N DS@660N VETERANS PKWY DS@1320N VETERANS PKWY 94 100 100 75 Flexible0262-002 BEECHER RD N DS@1320N VETERANS PKWY DS@660N VETERANS PKWY 91 94 100 75 Flexible0262-002 BEECHER RD N DS@1320N VETERANS PKWY GILLESPIE LN 93 96 100 78 Flexible0262-003 BEECHER RD N GILLESPIE LN DS@1320N VETERANS PKWY 92 93 100 78 Flexible0262-003 93 97 100 77Average: Std. Dev. 2 3 0 2 BEECHER ST W STATE ST S MAIN ST 97 100 100 83 Flexible0375-001 97 100 100 83Average: Std. Dev. 0 0 0 0 BEHRENS ST JOHNSON ST OAKWOOD ST 89 76 100 87 Flexible0030-001 89 76 100 87Average: Std. Dev. 0 0 0 0 BELL ST E FOX ST NORTH END 77 93 100 39 Flexible0031-001 77 93 100 39Average: Std. Dev. 0 0 0 0 BENJAMIN ST VANEMMON ST E DS@660S VANEMMON ST E 91 84 100 83 Flexible0440-001 BENJAMIN ST DS@660S VANEMMON ST E BUHMASTER CT 91 80 100 88 Flexible0440-002 BENJAMIN ST BUHMASTER CT TOMASK CT 93 88 100 84 Flexible0440-003 BENJAMIN ST TOMASK CT RODAK ST 94 90 100 86 Flexible0440-004 BENJAMIN ST RODAK ST DS@660S RODAK ST 93 86 100 86 Flexible0440-005 BENJAMIN ST DS@660S RODAK ST DYDYNA CT 93 86 100 87 Flexible0440-006 BENJAMIN ST DYDYNA CT BATOR CT 93 90 100 84 Flexible0440-007 BENJAMIN ST BATOR CT SOUTH END 89 84 100 78 Flexible0440-008 Page: 6Overview Pavement Condition Report IMS Infrastructure Management Services Page: 7 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 92 86 100 85Average: Std. Dev. 1 2 0 3 BERESFORD DR BIG ROCK BLVD BISSEL DR 74 85 100 41 Flexible0032-001 BERESFORD DR BISSEL DR BAILEY RD 76 84 100 46 Flexible0032-002 75 85 100 43Average: Std. Dev. 0 0 0 0 BERRYWOOD LN MATLOCK DR DS@660E MATLOCK DR 78 79 100 55 Flexible0033-001 BERRYWOOD LN DS@660E MATLOCK DR LEHMAN CROSSING 83 87 100 60 Flexible0033-002 BERRYWOOD LN LEHMAN CROSSING SEELEY ST 77 81 100 51 Flexible0033-003 BERRYWOOD LN SEELEY ST DS@660E SEELEY ST 75 80 100 47 Flexible0033-004 BERRYWOOD LN DS@660E SEELEY ST SEELEY ST 74 79 100 46 Flexible0033-005 BERRYWOOD LN SEELEY ST CITY LIMIT 75 84 100 43 Flexible0033-006 77 81 100 51Average: Std. Dev. 3 3 0 6 BERTRAM DR WEST END WINCHESTER LN 88 94 100 66 Flexible0034-001 BERTRAM DR WINCHESTER LN DS@660E WINCHESTER LN 83 82 100 66 Flexible0034-002 BERTRAM DR DS@660E WINCHESTER LN MARQUETTE ST 83 79 100 70 Flexible0034-003 BERTRAM DR MARQUETTE ST ROSENWINKEL ST 85 84 100 68 Flexible0034-004 BERTRAM DR ROSENWINKEL ST TAMPA DR 88 84 100 76 Flexible0034-005 BERTRAM DR TAMPA DR GARDINER AVE 86 81 100 74 Flexible0034-006 BERTRAM DR GARDINER AVE HARRISON ST 83 75 100 72 Flexible0034-007 BERTRAM DR HARRISON ST SARASOTA AVE 84 77 100 73 Flexible0034-008 BERTRAM DR SARASOTA AVE DS@660E SARASOTA AVE 91 88 100 79 Flexible0034-009 BERTRAM DR DS@660E SARASOTA AVE GARDINER AVE 96 100 100 81 Flexible0034-010 BERTRAM DR GARDINER AVE BRISTOL BAY DR 88 80 100 80 Flexible0034-011 86 83 100 73Average: Std. Dev. 4 5 0 7 BIG ROCK BLVD MILL RD BERESFORD DR 83 90 100 57 Flexible0035-001 83 90 100 57Average: Std. Dev. 0 0 0 0 BIRCHWOOD DR SPRING ST DS@660N SPRING ST 87 84 100 73 Flexible0036-001 87 84 100 73Average: Std. Dev. 0 0 0 0 BIRCHWOOD DR DS@660N SPRING ST BLUEJAY DR 85 81 100 72 Flexible0037-001 85 81 100 72Average: Std. Dev. 0 0 0 0 BIRCHWOOD DR BLUEJAY DR E SPRING ST 84 77 100 74 Flexible0038-001 Page: 7Overview Pavement Condition Report IMS Infrastructure Management Services Page: 8 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 84 77 100 74Average: Std. Dev. 0 0 0 0 BISCAYNE LN PENSACOLA ST SOUTH END 90 85 100 80 Flexible0039-001 90 85 100 80Average: Std. Dev. 0 0 0 0 BISSEL DR BERESFORD DR DS@440S BERESFORD DR 80 84 100 55 Flexible0040-001 80 84 100 55Average: Std. Dev. 0 0 0 0 BISSEL DR DS@440S BERESFORD DR BAILEY RD 82 85 100 60 Flexible0041-001 82 85 100 60Average: Std. Dev. 0 0 0 0 BLACKBERRY CT W BLACKBERRY LN SOUTH END 94 93 100 83 Flexible0042-001 94 93 100 83Average: Std. Dev. 0 0 0 0 BLACKBERRY LN E EAST END W BLACKBERRY LN 92 85 100 85 Flexible0128-001 92 85 100 85Average: Std. Dev. 0 0 0 0 BLACKBERRY LN W CENTER PKWY BLACKBERRY CT 91 86 100 83 Flexible0376-001 BLACKBERRY LN W BLACKBERRY CT WEST END 93 88 100 85 Flexible0376-002 92 87 100 84Average: Std. Dev. 0 0 0 0 BLACKBERRY SHORE LN WEST END DS@660E WEST END 93 85 100 88 Flexible0043-001 BLACKBERRY SHORE LN DS@660E WEST END DS@1320E WEST END 92 80 100 91 Flexible0043-002 BLACKBERRY SHORE LN DS@1320E WEST END HIGH RIDGE LN 93 82 100 91 Flexible0043-003 BLACKBERRY SHORE LN HIGH RIDGE LN DS@660E HIGH RIDGE LN 97 93 100 90 Flexible0043-004 BLACKBERRY SHORE LN DS@660E HIGH RIDGE LN DS@1320E HIGH RIDGE LN 93 84 100 90 Flexible0043-005 BLACKBERRY SHORE LN DS@1320E HIGH RIDGE LN NORTHLAND LN 94 87 100 88 Flexible0043-006 94 85 100 90Average: Std. Dev. 2 6 0 1 BLACKBERRY SHORE LN NORTHLAND LN EDWARD LN 90 93 100 72 Flexible0043-007 BLACKBERRY SHORE LN EDWARD LN CANNONBALL TRL 95 100 100 77 Flexible0043-008 Page: 8Overview Pavement Condition Report IMS Infrastructure Management Services Page: 9 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 92 95 100 74Average: Std. Dev. 0 0 0 0 BLACKHAWK BLVD E MILL BROOK CIR GALENA RD 90 94 100 73 Flexible0044-001 90 94 100 73Average: Std. Dev. 0 0 0 0 BLAINE ST STATE ST ADRIAN ST 92 86 100 85 Flexible0045-001 BLAINE ST ADRIAN ST MORGAN ST 92 84 100 86 Flexible0045-002 BLAINE ST MORGAN ST WEST END 89 77 100 85 Flexible0045-003 91 82 100 85Average: Std. Dev. 2 5 0 1 BLUEBIRD LN HAMPTON LN CANARY AVE 82 80 100 66 Flexible0047-001 BLUEBIRD LN CANARY AVE PRAIRIE CROSSING DR 84 88 100 63 Flexible0047-002 83 83 100 65Average: Std. Dev. 0 0 0 0 BLUEJAY DR TAUS CIR BIRCHWOOD DR 93 96 100 78 Flexible0048-001 93 96 100 78Average: Std. Dev. 0 0 0 0 BLUESTEM DR HAYDEN DR SWITCHGRASS LN 85 83 100 71 Flexible0049-001 BLUESTEM DR SWITCHGRASS LN PRAIRIE MEADOWS DR 87 88 100 69 Flexible0049-002 BLUESTEM DR PRAIRIE MEADOWS DR PRAIRIE ROSE LN 84 87 100 63 Flexible0049-003 BLUESTEM DR PRAIRIE ROSE LN WILD INDIGO LN 85 87 100 65 Flexible0049-004 BLUESTEM DR WILD INDIGO LN MCHUGH RD 89 96 100 67 Flexible0049-005 86 88 100 67Average: Std. Dev. 2 5 0 3 BOOMER LN CANNONBALL TRL FAIRHAVEN DR 91 96 100 71 Flexible0050-001 BOOMER LN FAIRHAVEN DR SWANSON LN 83 82 100 65 Flexible0050-002 88 91 100 69Average: Std. Dev. 0 0 0 0 BOOMER LN SWANSON LN SOUTH END 82 73 100 73 Flexible0050-003 82 73 100 73Average: Std. Dev. 0 0 0 0 BRADY ST CROOKER DR SHOEGER DR 83 87 100 63 Flexible0051-001 83 87 100 63Average: Std. Dev. 0 0 0 0 BRISTOL AVE E SOMONAUK ST E PARK ST 91 82 100 85 Flexible0053-001 BRISTOL AVE E PARK ST DS@660N E PARK ST 97 96 100 87 Flexible0053-002 Page: 9Overview Pavement Condition Report IMS Infrastructure Management Services Page: 10 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # BRISTOL AVE DS@660N E PARK ST JACKSON ST 100 100 100 90 Flexible0053-003 BRISTOL AVE JACKSON ST NORTH END 95 90 100 87 Flexible0053-004 95 91 100 87Average: Std. Dev. 3 8 0 1 BRISTOL BAY DR CITY LIMIT DS@660W CITY LIMIT 90 88 100 78 Flexible0054-001 BRISTOL BAY DR DS@660W CITY LIMIT BERTRAM DR 87 87 100 72 Flexible0054-002 BRISTOL BAY DR BERTRAM DR PLYMOUTH AVE 88 91 100 69 Flexible0054-003 BRISTOL BAY DR PLYMOUTH AVE DS@660W PLYMOUTH AVE 87 85 100 72 Flexible0054-004 BRISTOL BAY DR DS@660W PLYMOUTH AVE ROSENWINKEL ST 85 85 100 69 Flexible0054-005 BRISTOL BAY DR ROSENWINKEL ST BURNETT ST 85 85 100 68 Flexible0054-006 BRISTOL BAY DR BURNETT ST HALF MOON DR 86 87 100 69 Flexible0054-007 BRISTOL BAY DR HALF MOON DR GARRITANO ST 83 79 100 69 Flexible0054-008 BRISTOL BAY DR GARRITANO ST WEST END 85 81 100 72 Flexible0054-009 86 85 100 71Average: Std. Dev. 3 4 0 4 BRISTOL RIDGE RD E VETERANS PKWY OAKLAWN AVE 97 100 100 84 Flexible0055-001 BRISTOL RIDGE RD OAKLAWN AVE DS@660N OAKLAWN AVE 90 100 100 66 Flexible0055-002 94 100 100 76Average: Std. Dev. 0 0 0 0 BRISTOL RIDGE RD DS@660N OAKLAWN AVE LINDEN AVE 90 100 100 65 Flexible0056-001 BRISTOL RIDGE RD LINDEN AVE DS@660N LINDEN AVE 90 100 100 66 Flexible0056-002 90 100 100 66Average: Std. Dev. 0 0 0 0 BRISTOL RIDGE RD DS@660N LINDEN AVE SUNSET AVE 90 100 100 66 Flexible0057-001 BRISTOL RIDGE RD SUNSET AVE DS@660N SUNSET AVE 90 100 100 66 Flexible0057-002 BRISTOL RIDGE RD DS@660N SUNSET AVE KENNEDY RD 92 100 100 70 Flexible0057-003 91 100 100 68Average: Std. Dev. 1 0 0 2 BRISTOL RIDGE RD KENNEDY RD DS@660N KENNEDY RD 90 100 100 65 Flexible0057-004 BRISTOL RIDGE RD DS@660N KENNEDY RD BRIDGE NEAR CITY LIMIT 85 100 100 52 Flexible0057-005 88 100 100 60Average: Std. Dev. 0 0 0 0 BRUELL ST E SPRING ST DS@660S E SPRING ST 92 82 100 88 Flexible0058-001 Page: 10Overview Pavement Condition Report IMS Infrastructure Management Services Page: 11 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # BRUELL ST DS@660S E SPRING ST E MAIN ST 92 90 100 80 Flexible0058-002 92 83 100 87Average: Std. Dev. 0 0 0 0 BRUELL ST E MAIN ST WOODDALE DR 77 70 100 63 Flexible0058-003 77 70 100 63Average: Std. Dev. 0 0 0 0 BUCKTHORN CT WALSH DR WEST END 89 97 100 65 Flexible0059-001 89 97 100 65Average: Std. Dev. 0 0 0 0 BUDD RD W HIGHPOINT RD STAGECOACH TRAIL 92 94 100 77 Flexible0060-002 92 94 100 77Average: Std. Dev. 0 0 0 0 BUHRMASTER CT BENJAMIN ST EAST END 91 86 100 82 Flexible0443-001 91 86 100 82Average: Std. Dev. 0 0 0 0 BURNETT ST BRISTOL BAY DR MARQUETTE ST 81 72 100 70 Flexible0061-001 BURNETT ST MARQUETTE ST DS@660S MARQUETTE ST 81 66 100 76 Flexible0061-002 BURNETT ST DS@660S MARQUETTE ST MARQUETTE ST 82 71 100 75 Flexible0061-003 81 68 100 75Average: Std. Dev. 1 3 0 3 BURNING BUSH DR WALSH DR CORALBERRY CT 86 92 100 63 Flexible0062-001 BURNING BUSH DR CORALBERRY CT WEST END 87 93 100 65 Flexible0062-002 86 92 100 63Average: Std. Dev. 0 0 0 0 BURR CT BURR ST EAST END 79 69 100 69 Flexible0063-001 79 69 100 69Average: Std. Dev. 0 0 0 0 BURR ST LYMAN LOOP DS@660N LYMAN LOOP 85 74 100 79 Flexible0064-001 BURR ST DS@660N LYMAN LOOP BURR CT 84 75 100 76 Flexible0064-002 BURR ST BURR CT GRANDE TRL 79 81 100 57 Flexible0064-003 82 77 100 70Average: Std. Dev. 4 5 0 14 CALEDONIA DR CORNEILS RD RYAN CT 92 92 100 79 Flexible0065-001 Page: 11Overview Pavement Condition Report IMS Infrastructure Management Services Page: 12 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 92 92 100 79Average: Std. Dev. 0 0 0 0 CALEDONIA DR WHEATON AVE RYAN DR 96 96 100 85 Flexible0066-001 CALEDONIA DR RYAN DR PINEWOOD DR 98 100 100 86 Flexible0066-002 CALEDONIA DR PINEWOOD DR LAUREN DR 98 97 100 90 Flexible0066-003 97 98 100 87Average: Std. Dev. 1 2 0 3 CALLANDER TRL WHITEKIRK LN DS@660E WHITEKIRK LN 92 85 100 85 Flexible0067-001 CALLANDER TRL DS@660E WHITEKIRK LN WHITEKIRK LN 94 90 100 85 Flexible0067-002 93 88 100 85Average: Std. Dev. 0 0 0 0 CANARY AVE BLUEBIRD LN HAMPTON LN 89 85 100 79 Flexible0068-001 89 85 100 79Average: Std. Dev. 0 0 0 0 CANDLEBERRY CT CANDLEBERRY LN WEST END 96 93 100 89 Flexible0069-001 96 93 100 89Average: Std. Dev. 0 0 0 0 CANDLEBERRY LN STAGECOUCH TRAIL MEADOW ROSE LN 91 82 100 85 Flexible0070-001 CANDLEBERRY LN MEADOW ROSE LN CANDLEBERRY CT 94 88 100 87 Flexible0070-002 CANDLEBERRY LN CANDLEBERRY CT NORTH END 91 78 100 91 Flexible0070-003 92 82 100 88Average: Std. Dev. 1 4 0 4 CANNONBALL TRL N BRIDGE ST PATRICIA LN 97 100 100 83 Flexible0071-001 CANNONBALL TRL PATRICIA LN AMANDA LN 94 94 100 82 Flexible0071-002 95 96 100 82Average: Std. Dev. 0 0 0 0 CANNONBALL TRL AMANDA LN DS@660S AMANDA LN 98 100 100 87 Flexible0071-003 CANNONBALL TRL DS@660S AMANDA LN DS@1320S AMANDA LN 97 94 100 89 Flexible0071-004 CANNONBALL TRL DS@1320S AMANDA LN ALICE AVE 97 100 100 85 Flexible0071-005 CANNONBALL TRL ALICE AVE NORTON LN 99 100 100 88 Flexible0071-006 CANNONBALL TRL NORTON LN DS@660S NORTON LN 94 91 100 86 Flexible0071-007 CANNONBALL TRL DS@660S NORTON LN DS@1320S NORTON LN 96 93 100 88 Flexible0071-008 97 96 100 87Average: Std. Dev. 2 4 0 2 Page: 12Overview Pavement Condition Report IMS Infrastructure Management Services Page: 13 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # CANNONBALL TRL DS@1320S NORTON LN BLACKBERRY SHORE LN 92 88 100 82 Flexible0071-009 92 88 100 82Average: Std. Dev. 0 0 0 0 CANNONBALL TRL BLACKBERRY SHORE LN DS@660S BLACKBERRY SHORE 90 96 100 69 Flexible0071-010 CANNONBALL TRL DS@660S BLACKBERRY SHORE HICKORY LN 90 96 100 70 Flexible0071-011 CANNONBALL TRL HICKORY LN DS@660S HICKORY LN 90 96 100 69 Flexible0071-012 CANNONBALL TRL DS@660S HICKORY LN W VETERANS PKWY 91 94 100 75 Flexible0071-013 90 95 100 71Average: Std. Dev. 1 1 0 4 CANNONBALL TRL W VETERANS PKWY JOHN ST 80 88 100 52 Flexible0071-014 80 88 100 52Average: Std. Dev. 0 0 0 0 CANNONBALL TRL JOHN ST INDEPENDENCE CT 90 85 100 82 Flexible0071-015 CANNONBALL TRL INDEPENDENCE CT PATRICK CT 94 90 100 85 Flexible0071-016 CANNONBALL TRL PATRICK CT N CARLY CIR 94 90 100 85 Flexible0071-017 CANNONBALL TRL N CARLY CIR PURCELL ST 92 87 100 85 Flexible0071-018 CANNONBALL TRL PURCELL ST S CARLY CIR 94 91 100 84 Flexible0071-019 CANNONBALL TRL S CARLY CIR SOUTH END 89 88 100 75 Flexible0071-020 93 89 100 84Average: Std. Dev. 2 2 0 2 CANYON TRAIL CT HIGH RIDGE LN WEST END 90 91 100 75 Flexible0072-001 90 91 100 75Average: Std. Dev. 0 0 0 0 CANYON TRL WESTERN LN DS@660E WESTERN LN 80 65 100 74 Flexible0073-001 CANYON TRL DS@660E WESTERN LN DS@1320E WESTERN LN 85 80 100 74 Flexible0073-002 CANYON TRL DS@1320E WESTERN LN HIGH RIDGE LN 91 96 100 73 Flexible0073-003 83 75 100 74Average: Std. Dev. 4 12 0 0 CARLY CIR N PURCELL ST DS@660E PURCELL ST 93 88 100 85 Flexible0263-001 93 88 100 85Average: Std. Dev. 0 0 0 0 CARLY CIR N DS@660E PURCELL ST DS@1320E PURCELL ST 93 88 100 86 Flexible0263-002 CARLY CIR N DS@1320E PURCELL CANNONBALL TRL 92 85 100 85 Flexible0263-003 Page: 13Overview Pavement Condition Report IMS Infrastructure Management Services Page: 14 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # ST 93 87 100 86Average: Std. Dev. 0 0 0 0 CARLY CIR S CANNONBALL TRL DS@660W CANNONBALL TRL 92 84 100 86 Flexible0327-001 92 84 100 86Average: Std. Dev. 0 0 0 0 CARLY CIR S DS@660W CANNONBALL TRL PURCELL ST 96 91 100 90 Flexible0327-002 96 91 100 90Average: Std. Dev. 0 0 0 0 CARLY CT CARLY DR WEST END 91 82 100 86 Flexible0074-001 91 82 100 86Average: Std. Dev. 0 0 0 0 CARLY DR CANNONBALL TRL CARLY CT 89 79 100 84 Flexible0075-001 CARLY DR CARLY CT SOUTH END 94 90 100 85 Flexible0075-002 91 83 100 84Average: Std. Dev. 0 0 0 0 CAROLYN CT RENA LN EAST END 91 91 100 77 Flexible0076-001 91 91 100 77Average: Std. Dev. 0 0 0 0 CARPENTER ST N BRIDGE ST MARKETVIEW DR 92 100 91 76 Rigid0077-001 92 100 91 76Average: Std. Dev. 0 0 0 0 CATALPA TRL HONEYSUCKLE LN REDBUD DR 89 76 100 88 Flexible0078-001 89 76 100 88Average: Std. Dev. 0 0 0 0 CAULFIELD PT KENTSHIRE DR SOUTH END 95 94 100 83 Flexible0079-001 95 94 100 83Average: Std. Dev. 0 0 0 0 CENTER PKWY W VETERANS PKWY HILLCREST AVE 86 74 100 81 Flexible0080-001 86 74 100 81Average: Std. Dev. 0 0 0 0 CENTER PKWY W VETERANS PKWY W KENDALL DR 98 100 100 86 Flexible0080-002 CENTER PKWY W KENDALL DR W VETERANS PKWY 100 100 100 90 Flexible0080-002 CENTER PKWY W KENDALL DR W COUNTRYSIDE PKWY 100 100 100 90 Flexible0080-003 CENTER PKWY W COUNTRYSIDE W KENDALL DR 99 100 100 89 Flexible0080-003 Page: 14Overview Pavement Condition Report IMS Infrastructure Management Services Page: 15 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # PKWY 99 100 100 89Average: Std. Dev. 1 0 0 2 CENTER PKWY W COUNTRYSIDE PKWY W BLACKBERRY LN 98 100 100 86 Flexible0080-004 CENTER PKWY W BLACKBERRY LN STRAWBERRY LN 97 99 100 85 Flexible0080-005 CENTER PKWY STRAWBERRY LN NADEN CT 98 98 100 87 Flexible0080-006 CENTER PKWY NADEN CT W KENDALL DR 98 100 100 86 Flexible0080-007 98 99 100 86Average: Std. Dev. 0 1 0 1 CENTER ST E LIBERTY ST COLTON ST 90 94 100 71 Flexible0129-001 90 94 100 71Average: Std. Dev. 0 0 0 0 CENTER ST E COLTON ST BRIDGE RD 94 99 100 76 Flexible0129-002 94 99 100 76Average: Std. Dev. 0 0 0 0 CENTER ST W WEST END WEST ST 76 62 100 67 Flexible0377-001 76 62 100 67Average: Std. Dev. 0 0 0 0 CENTER ST W WEST ST KING ST 88 84 100 77 Flexible0377-002 CENTER ST W KING ST CHURCH ST 91 97 100 71 Flexible0377-003 CENTER ST W CHURCH ST E CENTER ST 87 93 100 65 Flexible0377-004 89 91 100 71Average: Std. Dev. 2 7 0 6 CHESHIRE CT FAIRHAVEN DR WEST END 85 87 100 66 Flexible0081-001 85 87 100 66Average: Std. Dev. 0 0 0 0 CHESTNUT CIR CHESTNUT CIR NORTH END 87 87 100 71 Flexible0082-001 87 87 100 71Average: Std. Dev. 0 0 0 0 CHESTNUT CIR CHESTNUT LN CHESTNUT CIR 90 82 100 83 Flexible0083-001 CHESTNUT CIR CHESTNUT CIR CHESTNUT LN 84 71 100 79 Flexible0083-002 87 76 100 81Average: Std. Dev. 0 0 0 0 CHESTNUT CT CHESTNUT LN SOUTH END 80 70 100 71 Flexible0084-001 80 70 100 71Average: Std. Dev. 0 0 0 0 CHESTNUT LN JOHN ST CHESTNUT CIR 85 79 100 74 Flexible0085-001 Page: 15Overview Pavement Condition Report IMS Infrastructure Management Services Page: 16 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # CHESTNUT LN CHESTNUT CIR CHESTNUT CIR 91 87 100 81 Flexible0085-002 CHESTNUT LN CHESTNUT CIR SYCAMORE RD 84 76 100 75 Flexible0085-003 CHESTNUT LN SYCAMORE RD CHESTNUT CT 76 63 100 67 Flexible0085-004 CHESTNUT LN CHESTNUT CT JOHN ST 79 77 100 61 Flexible0085-005 82 76 100 70Average: Std. Dev. 8 12 0 10 CHURCH ST W SOMONAUK ST W SPRING ST 99 100 100 89 Flexible0086-001 99 100 100 89Average: Std. Dev. 0 0 0 0 CHURCH ST W SPRING ST W CENTER ST 98 100 100 87 Flexible0086-002 CHURCH ST W CENTER ST W MAIN ST 93 87 100 85 Flexible0086-003 CHURCH ST W MAIN ST W RIVER ST 85 76 100 78 Flexible0086-004 92 88 100 83Average: Std. Dev. 6 12 0 5 CLAREMONT CT WINDETT RIDGE RD WEST END 90 91 100 75 Flexible0087-001 90 91 100 75Average: Std. Dev. 0 0 0 0 CLEARWATER DR E SPRING ST DEERPATH DR 85 76 100 78 Flexible0088-001 CLEARWATER DR DEERPATH DR KATE DR 91 91 100 77 Flexible0088-002 CLEARWATER DR KATE DR OMAHA DR 82 71 100 74 Flexible0088-003 85 78 100 76Average: Std. Dev. 4 9 0 2 CLOVER CT WEST END GREENFIELD TURN 85 82 100 70 Flexible0089-001 85 82 100 70Average: Std. Dev. 0 0 0 0 COACH RD FAIRFIELD AVE WINDETT RIDGE RD 81 66 100 77 Flexible0090-004 81 66 100 77Average: Std. Dev. 0 0 0 0 COBALT DR EMERALD LN NORTH END 90 94 100 72 Flexible0091-001 90 94 100 72Average: Std. Dev. 0 0 0 0 CODY CT SOUTH END CANNONBALL TRL 90 84 100 81 Flexible0092-001 90 84 100 81Average: Std. Dev. 0 0 0 0 COLONIAL PKWY S BRIDGE ST DS@660E S BRIDGE ST 71 60 100 58 Flexible0093-001 COLONIAL PKWY DS@660E S BRIDGE ST DS@1320E S BRIDGE ST 72 63 100 58 Flexible0093-002 COLONIAL PKWY DS@1320E S BRIDGE SCHOOLHOUSE RD 87 83 100 74 Flexible0093-003 Page: 16Overview Pavement Condition Report IMS Infrastructure Management Services Page: 17 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # ST 74 65 100 60Average: Std. Dev. 5 7 0 5 COLTON ST E MAIN ST E CENTER ST 85 85 100 69 Flexible0094-001 COLTON ST E CENTER ST E SPRING ST 86 92 100 63 Flexible0094-002 COLTON ST E SPRING ST E SOMONAUK ST 88 93 100 68 Flexible0094-003 86 90 100 67Average: Std. Dev. 2 4 0 3 COLUMBINE CT WALSH CIR NORTH END 85 88 100 65 Flexible0095-001 85 88 100 65Average: Std. Dev. 0 0 0 0 COLUMBINE DR WALSH DR DS@660N WALSH DR 91 97 100 72 Flexible0096-001 COLUMBINE DR DS@660N WALSH DR COLUMBINE CT 85 93 100 60 Flexible0096-002 89 96 100 69Average: Std. Dev. 0 0 0 0 COMMERCIAL DR WHEATON AVE DS@660W WHEATON AVE 91 97 100 72 Flexible0097-001 COMMERCIAL DR DS@660W WHEATON AVE DS@1320W WHEATON AVE 95 100 100 77 Flexible0097-002 COMMERCIAL DR DS@1320W WHEATON AVE EAST END 91 94 100 74 Flexible0097-003 93 98 100 74Average: Std. Dev. 3 3 0 3 CONEFLOWER CT HAYDEN DR NORTH END 88 93 100 67 Flexible0098-001 88 93 100 67Average: Std. Dev. 0 0 0 0 CONOVER CT N NORTH END S CONOVER CT 86 74 100 82 Flexible0264-001 86 74 100 82Average: Std. Dev. 0 0 0 0 CONOVER CT S N CONOVER CT SOUTH END 85 69 100 84 Flexible0328-001 85 69 100 84Average: Std. Dev. 0 0 0 0 CORAL DR AUTUMN CREEK BLVD DS@660N AUTUMN CREEK BLVD 90 94 100 72 Flexible0099-001 CORAL DR DS@660N AUTUMN CREEK BLVD EMERALD LN 90 87 100 78 Flexible0099-002 CORAL DR EMERALD LN NORTH END 95 91 100 87 Flexible0099-003 91 91 100 76Average: Std. Dev. 2 5 0 5 Page: 17Overview Pavement Condition Report IMS Infrastructure Management Services Page: 18 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # CORALBERRY CT BURNING BUSH DR NORTH END 90 94 100 71 Flexible0100-001 90 94 100 71Average: Std. Dev. 0 0 0 0 CORNEILS RD ELDAMAIN RD DS@660E ELDAMAIN RD 95 100 100 78 Flexible0101-001 CORNEILS RD DS@660E ELDAMAIN RD DS@1320E ELDAMAIN RD 80 77 100 62 Flexible0101-002 CORNEILS RD DS@1320E ELDAMAIN RD DS@1980E ELDAMAIN RD 69 57 100 54 Flexible0101-003 CORNEILS RD DS@1980E ELDAMAIN RD DS@2640E ELDAMAIN RD 68 52 100 57 Flexible0101-004 CORNEILS RD DS@2640E ELDAMAIN RD CITY LIMIT 75 57 100 70 Flexible0101-005 77 69 100 64Average: Std. Dev.11 20 0 10 CORNEILS RD CITY LIMIT BEECHER RD 94 94 100 81 Flexible0101-006 CORNEILS RD BEECHER RD DS@660E BEECHER RD 93 86 100 88 Flexible0101-007 CORNEILS RD DS@660E BEECHER RD DS@1320E BEECHER RD 88 73 100 87 Flexible0101-008 CORNEILS RD DS@1320E BEECHER RD DS@1980E BEECHER RD 95 92 100 87 Flexible0101-009 CORNEILS RD DS@1980E BEECHER RD DS@2640E BEECHER RD 97 100 100 84 Flexible0101-010 CORNEILS RD DS@2640E BEECHER RD DS@3300E BEECHER RD 95 91 100 88 Flexible0101-011 CORNEILS RD DS@3300E BEECHER RD DS@3960E BEECHER RD 100 100 100 91 Flexible0101-012 CORNEILS RD DS@3960E BEECHER RD CALEDONIA DR 99 100 100 89 Flexible0101-013 CORNEILS RD CALEDONIA DR DS@660E CALEDONIA DR 93 86 100 87 Flexible0101-014 CORNEILS RD DS@660E CALEDONIA DR DS@1320E CALEDONIA DR 99 100 100 88 Flexible0101-015 CORNEILS RD DS@1320E CALEDONIA DR DS@1980E CALEDONIA DR 92 83 100 87 Flexible0101-016 CORNEILS RD DS@1980E CALEDONIA DR N BRIDGE ST 93 94 100 80 Flexible0101-017 95 91 100 87Average: Std. Dev. 4 10 0 2 CORNEILS RD N BRIDGE ST DS@660E N BRIDGE ST 85 90 100 62 Flexible0101-018 CORNEILS RD DS@660E N BRIDGE ST CITY LIMIT 87 100 100 57 Flexible0101-019 86 95 100 60Average: Std. Dev. 0 0 0 0 CORNEILS RD CITY LIMIT CITY LIMIT 95 96 100 83 Flexible0101-021 Page: 18Overview Pavement Condition Report IMS Infrastructure Management Services Page: 19 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 95 96 100 83Average: Std. Dev. 0 0 0 0 CORNEILS RD CITY LIMIT CITY LIMIT 87 75 100 84 Flexible0101-022 87 75 100 84Average: Std. Dev. 0 0 0 0 CORNERSTONE DR WESTWIND DR WOOD SAGE AVE 94 85 100 90 Flexible0102-001 CORNERSTONE DR WOOD SAGE AVE WESTWIND DR 85 65 100 87 Flexible0102-002 CORNERSTONE DR WESTWIND DR GREEN BRIAR RD 96 96 100 84 Flexible0102-003 91 79 100 87Average: Std. Dev. 7 17 0 3 COTTONWOOD CT COTTONWOOD TRL WEST END 82 67 100 77 Flexible0103-001 82 67 100 77Average: Std. Dev. 0 0 0 0 COTTONWOOD TRL JOHN ST STONERIDGE CT 83 88 100 60 Flexible0104-001 COTTONWOOD TRL STONERIDGE CT STONERIDGE CIR 76 74 100 56 Flexible0104-002 COTTONWOOD TRL STONERIDGE CIR DIEHL FARM RD 80 79 100 62 Flexible0104-003 COTTONWOOD TRL DIEHL FARM RD DS@660W DIEHL FARM RD 82 81 100 65 Flexible0104-004 COTTONWOOD TRL DS@660W DIEHL FARM RD COTTONWOOD CT 79 71 100 67 Flexible0104-005 COTTONWOOD TRL COTTONWOOD CT JOHN ST 85 80 100 73 Flexible0104-006 82 80 100 64Average: Std. Dev. 2 5 0 5 COUNTRY HILLS DR TREMONT AVE RICHMOND AVE 84 69 100 81 Flexible0105-001 COUNTRY HILLS DR RICHMOND AVE PRAIRIE CROSSING DR 89 78 100 86 Flexible0105-002 87 74 100 84Average: Std. Dev. 0 0 0 0 COUNTRY HILLS DR PRAIRIE CROSSING DR PARKSIDE LN 88 86 100 75 Flexible0105-003 COUNTRY HILLS DR PARKSIDE LN HAMPTON LN 86 85 100 71 Flexible0105-004 COUNTRY HILLS DR HAMPTON LN GREENFIELD TURN 91 99 100 69 Flexible0105-005 COUNTRY HILLS DR GREENFIELD TURN HARVEST TRL 88 94 100 66 Flexible0105-006 COUNTRY HILLS DR HARVEST TRL DS@660N HARVEST TRL 90 93 100 72 Flexible0105-007 COUNTRY HILLS DR DS@660N HARVEST TRL CLOVER CT 87 97 100 60 Flexible0105-008 COUNTRY HILLS DR CLOVER CT SRAGECOACH TRAIL 87 93 100 65 Flexible0105-009 89 93 100 68Average: Std. Dev. 2 5 0 5 COUNTRYSIDE PKWY E E VETERANS PKWY DS@561W E VETERANS PKWY 93 94 97 80 Rigid0130-001 COUNTRYSIDE PKWY DS@561W E E VETERANS PKWY 90 92 91 80 Rigid0130-001 Page: 19Overview Pavement Condition Report IMS Infrastructure Management Services Page: 20 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # E VETERANS PKWY COUNTRYSIDE PKWY E DS@561W E VETERANS PKWY CRIMSON LN 96 98 100 82 Rigid0130-002 COUNTRYSIDE PKWY E CRIMSON LN DS@561W E VETERANS PKWY 90 99 90 74 Rigid0130-002 COUNTRYSIDE PKWY E CRIMSON LN MCHUGH RD 93 92 100 81 Rigid0130-003 COUNTRYSIDE PKWY E MCHUGH RD CRIMSON LN 90 92 100 74 Rigid0130-003 92 95 97 78Average: Std. Dev. 2 3 5 4 COUNTRYSIDE PKWY E MCHUGH RD DS@174W MCHUGH RD 95 97 100 82 Rigid0130-004 COUNTRYSIDE PKWY E DS@174W MCHUGH RD MCHUGH RD 91 94 100 73 Rigid0130-004 COUNTRYSIDE PKWY E DS@174W MCHUGH RD DS@834W MCHUGH RD 95 96 100 83 Rigid0130-005 COUNTRYSIDE PKWY E DS@834W MCHUGH RD DS@174W MCHUGH RD 91 94 90 81 Rigid0130-005 93 95 96 81Average: Std. Dev. 3 1 7 3 COUNTRYSIDE PKWY E DS@834W MCHUGH RD DS@1494W MCHUGH RD 94 93 100 82 Rigid0131-001 COUNTRYSIDE PKWY E DS@1494W MCHUGH RD DS@834W MCHUGH RD 95 97 99 81 Rigid0131-001 COUNTRYSIDE PKWY E DS@1494W MCHUGH RD MARKETVIEW DR 94 92 100 84 Rigid0131-002 COUNTRYSIDE PKWY E MARKETVIEW DR DS@1494W MCHUGH RD 91 93 86 83 Rigid0131-002 COUNTRYSIDE PKWY E MARKETVIEW DR W COUNTRYSIDE PKWY 70 55 69 80 Rigid0131-003 COUNTRYSIDE PKWY E W COUNTRYSIDE PKWY MARKETVIEW DR 95 99 100 79 Rigid0131-003 89 87 91 81Average: Std. Dev.11 19 14 2 COUNTRYSIDE PKWY W W KENDALL DR CENTER PKWY 91 84 100 84 Flexible0378-001 91 84 100 84Average: Std. Dev. 0 0 0 0 COUNTRYSIDE PKWY W CENTER PKWY PALMER CT 95 93 100 85 Flexible0378-002 COUNTRYSIDE PKWY W PALMER CT CENTER PKWY 98 100 100 87 Flexible0378-002 COUNTRYSIDE PKWY W PALMER CT E KENDALL DR 98 97 100 88 Flexible0378-003 COUNTRYSIDE PKWY W E KENDALL DR PALMER CT 98 96 100 90 Flexible0378-003 COUNTRYSIDE PKWY E KENDALL DR E COUNTRYSIDE 98 100 100 86 Flexible0378-004 Page: 20Overview Pavement Condition Report IMS Infrastructure Management Services Page: 21 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # W PKWY COUNTRYSIDE PKWY W E COUNTRYSIDE PKWY E KENDALL DR 96 94 100 87 Flexible0378-004 97 97 100 87Average: Std. Dev. 1 3 0 1 CRANSTON CIR GRANDE TRL HOBBS LN 94 90 100 86 Flexible0106-001 CRANSTON CIR HOBBS LN DS@660W HOBBS LN 98 99 100 87 Flexible0106-002 CRANSTON CIR DS@660W HOBBS LN DS@1320W HOBBS LN 95 91 100 87 Flexible0106-003 CRANSTON CIR DS@1320W HOBBS LN GRANDE TRL 95 91 100 86 Flexible0106-004 96 93 100 87Average: Std. Dev. 2 4 0 1 CRESTWOOD DR LAUREN DR WEST END 98 99 100 86 Flexible0107-001 98 99 100 86Average: Std. Dev. 0 0 0 0 CRIMSON LN SOUTH END ORCHID ST 92 94 100 77 Flexible0108-001 CRIMSON LN ORCHID ST AUTUMN CREEK BLVD 88 88 100 72 Flexible0108-002 CRIMSON LN AUTUMN CREEK BLVD DS@660N AUTUMN CREEK BLVD 97 93 100 90 Flexible0108-003 CRIMSON LN DS@660N AUTUMN CREEK BLVD SAGE CT 97 93 100 90 Flexible0108-004 CRIMSON LN SAGE CT EMERALD LN 92 85 100 86 Flexible0108-005 93 90 100 83Average: Std. Dev. 5 4 0 10 CRIMSON LN E COUNTRYSIDE PKWY PRAIRIE POINTE DR 89 90 100 74 Flexible0109-001 CRIMSON LN PRAIRIE POINTE DR NORTH END 95 90 100 87 Flexible0109-002 92 90 100 80Average: Std. Dev. 0 0 0 0 CROOKED CREEK DR SOUTH END TRILLIUM CT 95 88 100 90 Flexible0110-001 CROOKED CREEK DR TRILLIUM CT CITY LIMIT 94 86 100 90 Flexible0110-002 95 87 100 90Average: Std. Dev. 0 0 0 0 CROOKER DR WEST END BRADY ST 71 78 100 42 Flexible0111-001 CROOKER DR BRADY ST TUSCANY TRL 73 86 100 39 Flexible0111-002 72 82 100 40Average: Std. Dev. 0 0 0 0 CRYDER CT CRYDER WAY EAST END 84 88 100 62 Flexible0112-001 Page: 21Overview Pavement Condition Report IMS Infrastructure Management Services Page: 22 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 84 88 100 62Average: Std. Dev. 0 0 0 0 CRYDER WAY MCLELLAN BLVD DS@660N MCLELLAN BLVD 77 75 100 57 Flexible0113-001 CRYDER WAY DS@660N MCLELLAN BLVD CRYDER CT 72 70 100 51 Flexible0113-002 CRYDER WAY CRYDER CT MCLELLAN BLVD 74 63 100 63 Flexible0113-003 74 70 100 56Average: Std. Dev. 3 5 0 6 CYPRESS LN DIEHL FARM RD WEST END 84 78 100 72 Flexible0114-001 84 78 100 72Average: Std. Dev. 0 0 0 0 DAKOTA DR HEARTLAND DR TUMA RD 90 93 100 72 Flexible0115-001 90 93 100 72Average: Std. Dev. 0 0 0 0 DALTON AVE LANDMARK AVE FREEMONT ST 86 89 100 66 Flexible0116-001 86 89 100 66Average: Std. Dev. 0 0 0 0 DEER ST BEAVER ST DS@660E BEAVER ST 87 94 100 65 Flexible0117-001 DEER ST DS@660E BEAVER ST WOLF ST 79 61 100 76 Flexible0117-002 DEER ST BEAVER ST SCHOOLHOUSE RD 85 93 100 60 Flexible0117-003 84 84 100 67Average: Std. Dev. 4 18 0 8 DEERPATH DR E SPRING ST DS@660N E SPRING ST 87 80 100 77 Flexible0118-001 DEERPATH DR DS@660N E SPRING ST CLEARWATER DR 89 87 100 77 Flexible0118-002 88 83 100 77Average: Std. Dev. 0 0 0 0 DEERPOINT LN HAMPTON LN PARKSIDE LN 83 84 100 65 Flexible0119-001 DEERPOINT LN PARKSIDE LN PRAIRIE CROSSING DR 85 81 100 71 Flexible0119-002 84 82 100 69Average: Std. Dev. 0 0 0 0 DENISE CT ALAN DALE LN WEST END 89 88 100 75 Flexible0120-001 89 88 100 75Average: Std. Dev. 0 0 0 0 DICKSON CT NORTH END E KENDALL DR 91 84 100 84 Flexible0121-001 DICKSON CT E KENDALL DR SOUTH END 91 82 100 86 Flexible0121-002 Page: 22Overview Pavement Condition Report IMS Infrastructure Management Services Page: 23 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 91 83 100 85Average: Std. Dev. 0 0 0 0 DIEHL FARM RD JOHN ST CYPRESS LN 83 80 100 67 Flexible0122-001 DIEHL FARM RD CYPRESS LN COTTONWOOD TRL 83 84 100 65 Flexible0122-002 DIEHL FARM RD COTTONWOOD TRL W VETERANS PKWY 78 89 100 47 Flexible0122-003 82 84 100 61Average: Std. Dev. 3 4 0 10 DOLPH ST W MORGAN ST WEST END 92 87 100 84 Flexible0379-001 92 87 100 84Average: Std. Dev. 0 0 0 0 DOLPH ST W S MAIN ST STATE ST 93 89 100 84 Flexible0380-001 DOLPH ST W STATE ST ADRIAN ST 90 79 100 86 Flexible0380-002 92 84 100 85Average: Std. Dev. 0 0 0 0 DOVER CT N NORTH END FAIRHAVEN DR 83 81 100 68 Flexible0123-001 83 81 100 68Average: Std. Dev. 0 0 0 0 DOVER CT S FAIRHAVEN DR SOUTH END 78 68 100 68 Flexible0124-001 78 68 100 68Average: Std. Dev. 0 0 0 0 DRAYTON CT WINDETT RIDGE RD WEST END 85 79 100 75 Flexible0125-001 85 79 100 75Average: Std. Dev. 0 0 0 0 DUNBAR CT WHITEKIRK LN NORTH END 96 91 100 89 Flexible0126-001 96 91 100 89Average: Std. Dev. 0 0 0 0 DYDYNA CT BENJAMIN ST EAST END 92 86 100 85 Flexible0442-001 92 86 100 85Average: Std. Dev. 0 0 0 0 ELDEN DR WINTERBERRY DR GOLDENROD DR 93 90 100 83 Flexible0145-001 ELDEN DR GOLDENROD DR DS@660N GOLDENROD DR 94 88 100 88 Flexible0145-002 ELDEN DR DS@660N GOLDENROD DR MCMURTRIE WAY 92 83 100 88 Flexible0145-003 93 86 100 87Average: Std. Dev. 1 3 0 2 ELIZABETH ST S MAIN ST DS@660W S MAIN ST 76 73 100 56 Flexible0146-001 ELIZABETH ST DS@660W S MAIN ST WEST END 71 62 100 56 Flexible0146-002 Page: 23Overview Pavement Condition Report IMS Infrastructure Management Services Page: 24 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 74 68 100 56Average: Std. Dev. 0 0 0 0 ELLSWORTH CT ELLSWORTH DR EAST END 92 91 100 80 Flexible0147-001 92 91 100 80Average: Std. Dev. 0 0 0 0 ELLSWORTH DR GRANDE TRL ELLSWORTH CT 94 90 100 85 Flexible0148-001 ELLSWORTH DR ELLSWORTH CT DS@660S ELLSWORTH CT 91 81 100 86 Flexible0148-002 ELLSWORTH DR DS@660S ELLSWORTH CT DS@1320S ELLSWORTH CT 96 94 100 86 Flexible0148-003 ELLSWORTH DR DS@1320S ELLSWORTH CT GRANDE TRL 98 100 100 85 Flexible0148-004 94 90 100 86Average: Std. Dev. 3 7 0 1 ELM ST FREEMONT ST DS@660E FREEMONT ST 65 56 100 46 Flexible0149-001 ELM ST DS@660E FREEMONT ST MCHUGH RD 65 61 100 41 Flexible0149-002 65 58 100 44Average: Std. Dev. 0 0 0 0 EMERALD LN KENNEDY RD MADDEN CT 87 90 100 69 Flexible0150-001 EMERALD LN MADDEN CT COBALT DR 89 93 100 70 Flexible0150-002 EMERALD LN COBALT DR CRIMSON LN 89 91 100 72 Flexible0150-003 EMERALD LN CRIMSON LN CORAL DR 84 88 100 63 Flexible0150-004 EMERALD LN CORAL DR ORCHID ST 85 79 100 74 Flexible0150-005 EMERALD LN ORCHID ST DS@660S ORCHID ST 83 82 100 67 Flexible0150-006 EMERALD LN DS@660S ORCHID ST SIENNA DR 85 84 100 69 Flexible0150-007 EMERALD LN SIENNA DR SOUTH END 85 87 100 66 Flexible0150-008 86 87 100 69Average: Std. Dev. 3 5 0 3 EMERALD LN KENNEDY RD VIOLET CT 91 82 100 87 Flexible0432-001 EMERALD LN VIOLET CT RUBY DR 93 85 100 89 Flexible0432-002 EMERALD LN RUBY DR SLATE DR 96 90 100 91 Flexible0432-003 94 86 100 89Average: Std. Dev. 2 4 0 2 ESSEX CT FAIRHAVEN DR NORTH END 84 80 100 71 Flexible0151-001 84 80 100 71Average: Std. Dev. 0 0 0 0 EVERGREEN LN JOHN ST DS@660S JOHN ST 74 60 100 65 Flexible0152-001 EVERGREEN LN DS@660S JOHN ST DS@1320S JOHN ST 78 69 100 67 Flexible0152-002 EVERGREEN LN DS@1320S JOHN ST WILLOW WAY 80 72 100 68 Flexible0152-003 Page: 24Overview Pavement Condition Report IMS Infrastructure Management Services Page: 25 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 77 66 100 66Average: Std. Dev. 3 6 0 2 FAIRFAX WAY S BRIDGE ST DS@660E S BRIDGE ST 95 97 100 80 Flexible0153-001 FAIRFAX WAY DS@660E S BRIDGE ST PHELPS CT 95 91 100 86 Flexible0153-002 FAIRFAX WAY PHELPS CT DS@660E PHELPS CT 94 90 100 86 Flexible0153-003 FAIRFAX WAY DS@660E PHELPS CT KENTSHIRE DR 96 96 100 86 Flexible0153-004 FAIRFAX WAY KENTSHIRE DR SUTTON ST 94 88 100 87 Flexible0153-005 FAIRFAX WAY SUTTON ST WINDETT RIDGE RD 95 91 100 87 Flexible0153-006 FAIRFAX WAY WINDETT RIDGE RD DS@338E WINDETT RIDGE RD 92 89 100 81 Flexible0153-007 95 92 100 85Average: Std. Dev. 1 4 0 3 FAIRFAX WAY DS@338E WINDETT RIDGE RD FAIRFIELD AVE 87 73 100 85 Flexible0153-008 FAIRFAX WAY FAIRFIELD AVE HEARTHSTONE AVE 86 76 100 80 Flexible0153-009 FAIRFAX WAY HEARTHSTONE AVE RICHMOND AVE 86 74 100 82 Flexible0153-010 87 74 100 83Average: Std. Dev. 1 1 0 3 FAIRFIELD AVE COACH RD FAIRFAX WAY 95 94 100 83 Flexible0154-001 95 94 100 83Average: Std. Dev. 0 0 0 0 FAIRHAVEN DR BOOMER LN NEWBURY CT 91 91 100 76 Flexible0155-001 91 91 100 76Average: Std. Dev. 0 0 0 0 FAIRHAVEN DR NEWBURY CT ESSEX CT 87 88 100 69 Flexible0155-002 FAIRHAVEN DR ESSEX CT DOVER CT S 83 79 100 70 Flexible0155-003 FAIRHAVEN DR DOVER CT S DS@660E DOVER CT S 86 88 100 68 Flexible0155-004 FAIRHAVEN DR DS@660E DOVER CT S CHESHIRE CT 88 91 100 69 Flexible0155-005 FAIRHAVEN DR CHESHIRE CT CANNONBALL TRL 87 91 100 66 Flexible0155-006 86 87 100 69Average: Std. Dev. 2 4 0 1 FARMSTEAD DR MCHUGH RD HEARTLAND DR 91 94 100 73 Flexible0156-001 91 94 100 73Average: Std. Dev. 0 0 0 0 FAWN RIDGE CT EAST END COUNTRY HILLS DR 88 87 100 73 Flexible0157-001 88 87 100 73Average: Std. Dev. 0 0 0 0 Page: 25Overview Pavement Condition Report IMS Infrastructure Management Services Page: 26 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # FAXON RD CITY LIMIT DS@660E CITY LIMIT 86 80 100 76 Flexible0158-001 FAXON RD DS@660E CITY LIMIT DS@1320E CITY LIMIT 84 71 100 79 Flexible0158-002 FAXON RD DS@1320E CITY LIMIT DS@1980E CITY LIMIT 83 74 100 73 Flexible0158-003 FAXON RD DS@1980E CITY LIMIT EDAMAIN RD 77 80 100 52 Flexible0158-004 83 76 100 72Average: Std. Dev. 3 5 0 10 FAXON RD CITY LIMIT DS@660E CITY LIMIT 98 100 100 85 Flexible0159-001 FAXON RD DS@660E CITY LIMIT DS@1320E CITY LIMIT 96 88 100 93 Flexible0159-002 97 94 100 89Average: Std. Dev. 0 0 0 0 FAXON RD DS@1320E CITY LIMIT HIGH RIDGE LN 95 98 100 79 Flexible0159-003 FAXON RD HIGH RIDGE LN ALICE AVE 87 94 100 64 Flexible0159-004 89 95 100 68Average: Std. Dev. 0 0 0 0 FAXON RD ALICE AVE DS@660E ALICE AVE 80 84 100 55 Flexible0159-005 80 84 100 55Average: Std. Dev. 0 0 0 0 FAXON RD DS@660E ALICE AVE DS@1320E ALICE AVE 87 85 100 72 Flexible0160-001 FAXON RD DS@1320E ALICE AVE DS@1980E ALICE AVE 80 73 100 66 Flexible0160-002 FAXON RD DS@1980E ALICE AVE ALAN DALE LN 88 93 100 68 Flexible0160-003 FAXON RD ALAN DALE LN DS@660E ALAN DALE LN 87 86 100 73 Flexible0160-004 FAXON RD DS@660E ALAN DALE LN WINTERBERRY DR 88 88 100 72 Flexible0160-005 FAXON RD WINTERBERRY DR MCMURTRIE WAY 86 83 100 72 Flexible0160-006 FAXON RD MCMURTRIE WAY CITY LIMIT 93 90 100 83 Flexible0160-007 86 84 100 71Average: Std. Dev. 4 7 0 4 FIR CT NORWAY CIR NORTH END 80 80 100 59 Flexible0161-001 80 80 100 59Average: Std. Dev. 0 0 0 0 FITZHUGH TURN WINDETT RIDGE RD SOUTH END 94 93 100 82 Flexible0162-001 94 93 100 82Average: Std. Dev. 0 0 0 0 FLINT CREEK LN POPLAR DR REDHORSE LN 90 85 100 80 Flexible0163-001 90 85 100 80Average: Std. Dev. 0 0 0 0 FONTANA DR LONGVIEW DR WHEATON AVE 97 100 100 84 Flexible0164-001 Page: 26Overview Pavement Condition Report IMS Infrastructure Management Services Page: 27 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 97 100 100 84Average: Std. Dev. 0 0 0 0 FOX ST E EAST END MILL ST 80 71 100 69 Flexible0132-001 80 71 100 69Average: Std. Dev. 0 0 0 0 FOX ST E MILL ST HEUSTIS ST 84 80 100 71 Flexible0132-002 FOX ST E HEUSTIS ST BELL ST 83 70 100 78 Flexible0132-003 83 73 100 76Average: Std. Dev. 0 0 0 0 FOX ST E BELL ST S BRIDGE ST 98 100 100 85 Flexible0132-004 98 100 100 85Average: Std. Dev. 0 0 0 0 FOX ST W S BRIDGE ST S MAIN ST 96 100 100 82 Flexible0381-001 96 100 100 82Average: Std. Dev. 0 0 0 0 FOX ST W S MAIN ST STATE ST 93 96 100 78 Flexible0381-002 FOX ST W STATE ST MORGAN ST 90 92 100 73 Flexible0381-003 FOX ST W MORGAN ST DS@660W MORGAN ST 88 94 100 66 Flexible0381-004 90 94 100 71Average: Std. Dev. 2 2 0 6 FOX ST W DS@660W MORGAN ST WHITE OAK WAY 97 100 100 84 Flexible0382-001 FOX ST W WHITE OAK WAY DS@660W WHITE OAK WAY 97 98 100 85 Flexible0382-002 97 99 100 84Average: Std. Dev. 0 0 0 0 FOX ST W DS@660W WHITE OAK WAY DS@1320W WHITE OAK WAY 89 96 100 68 Flexible0382-003 FOX ST W DS@1320W WHITE OAK WAY DS@1980W WHITE OAK WAY 87 92 100 65 Flexible0382-004 FOX ST W DS@1980W WHITE OAK WAY DS@2640W WHITE OAK WAY 88 90 100 71 Flexible0382-005 88 93 100 68Average: Std. Dev. 1 3 0 3 FOX ST W DS@2640W WHITE OAK WAY POPLAR DR 97 96 100 87 Flexible0383-001 97 96 100 87Average: Std. Dev. 0 0 0 0 Page: 27Overview Pavement Condition Report IMS Infrastructure Management Services Page: 28 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # FREEDOM PL KENNEDY RD GRANDE TRL 91 97 100 71 Flexible0165-001 FREEDOM PL GRANDE TRL KENNEDY RD 86 88 100 68 Flexible0165-001 89 93 100 70Average: Std. Dev. 0 0 0 0 FREEMONT ST SOUTH END E SPRING ST 89 77 100 86 Flexible0166-001 FREEMONT ST E SPRING ST E SOMONAUK ST 89 78 100 86 Flexible0166-002 FREEMONT ST E SOMONAUK ST E PARK ST 91 84 100 85 Flexible0166-003 FREEMONT ST E PARK ST ELM ST 88 72 100 89 Flexible0166-004 FREEMONT ST ELM ST JACKSON ST 89 74 100 89 Flexible0166-005 89 77 100 87Average: Std. Dev. 1 4 0 2 FREEMONT ST JACKSON ST WALNUT ST 91 79 100 90 Flexible0166-006 91 79 100 90Average: Std. Dev. 0 0 0 0 FREEMONT ST WALNUT ST DALTON AVE 86 84 100 72 Flexible0166-007 FREEMONT ST DALTON AVE LANDMARK AVE 88 93 100 68 Flexible0166-008 87 91 100 69Average: Std. Dev. 0 0 0 0 GAME FARM RD VETERANS PKWY CITY LIMIT 98 100 100 86 Flexible0167-001 GAME FARM RD CITY LIMIT DS@660S CITY LIMIT 98 100 100 86 Flexible0167-002 GAME FARM RD DS@660S CITY LIMIT DS@1320S CITY LIMIT 98 100 100 86 Flexible0167-003 GAME FARM RD DS@1320S CITY LIMIT DS@1980S CITY LIMIT 98 100 100 86 Flexible0167-004 GAME FARM RD DS@1980S CITY LIMIT W SOMONAUK ST 97 100 100 83 Flexible0167-005 98 100 100 86Average: Std. Dev. 0 0 0 1 GARDEN CIR GARDEN ST DS@660S GARDEN ST 87 93 100 66 Flexible0168-001 GARDEN CIR DS@660S GARDEN ST DS@1320S GARDEN ST 89 96 100 67 Flexible0168-002 GARDEN CIR DS@1320S GARDEN ST GARDEN ST 85 80 100 73 Flexible0168-003 88 92 100 68Average: Std. Dev. 2 5 0 3 GARDEN ST S BRIDGE ST WOOD SAGE AVE 89 96 100 67 Flexible0169-001 GARDEN ST WOOD SAGE AVE GARDEN CIR 90 91 100 74 Flexible0169-002 89 95 100 68Average: Std. Dev. 0 0 0 0 GARDINER AVE BERTRAM DR HARRISON ST 83 74 100 75 Flexible0170-001 GARDINER AVE HARRISON ST PIERPONT LN 83 73 100 74 Flexible0170-002 GARDINER AVE PIERPONT LN BERTRAM DR 82 74 100 70 Flexible0170-003 Page: 28Overview Pavement Condition Report IMS Infrastructure Management Services Page: 29 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 83 73 100 73Average: Std. Dev. 0 1 0 2 GILLESPIE LN EAST END BEECHER RD 92 96 100 75 Flexible0172-001 92 96 100 75Average: Std. Dev. 0 0 0 0 GLENEAGLES LN WHITEKIRK LN SHETLAND CT 93 85 100 88 Flexible0173-001 93 85 100 88Average: Std. Dev. 0 0 0 0 GOLDENROD DR MCMURTRIE WAY DS@660S MCMURTRIE WAY 89 76 100 88 Flexible0174-001 GOLDENROD DR DS@660S MCMURTRIE WAY ELDEN DR 93 85 100 89 Flexible0174-002 91 81 100 89Average: Std. Dev. 0 0 0 0 GOLDFINCH AVE WREN RD HAWK HOLLOW DR 95 96 100 83 Flexible0175-001 GOLDFINCH AVE HAWK HOLLOW DR BLUEBERRY HILL 91 85 100 84 Flexible0175-002 GOLDFINCH AVE BLUEBERRY HILL HAWK HOLLOW DR 96 96 100 86 Flexible0175-003 94 93 100 84Average: Std. Dev. 3 6 0 2 GRACE DR E SPRING ST DS@699E E SPRING ST 89 88 100 74 Flexible0176-001 GRACE DR DS@699E E SPRING ST OMAHA DR 89 87 100 76 Flexible0176-002 89 87 100 75Average: Std. Dev. 0 0 0 0 GRANDE TRAIL CT GRANDE TRL EAST END 91 85 100 82 Flexible0177-001 91 85 100 82Average: Std. Dev. 0 0 0 0 GRANDE TRL SUNSET AVE SQUIRE CIR 78 86 100 49 Flexible0178-001 GRANDE TRL SQUIRE CIR PATRIOT CT 73 75 100 47 Flexible0178-002 GRANDE TRL PATRIOT CT SQUIRE CIR 72 79 100 42 Flexible0178-003 GRANDE TRL SQUIRE CIR MCLELLAN BLVD 78 88 100 46 Flexible0178-004 75 82 100 46Average: Std. Dev. 3 6 0 3 GRANDE TRL MCLELLAN BLVD BURR ST 79 94 100 43 Flexible0178-005 GRANDE TRL BURR ST AMERICAN WAY 75 88 100 40 Flexible0178-006 77 92 100 42Average: Std. Dev. 0 0 0 0 GRANDE TRL AMERICAN WAY CRANSTON CIR 95 100 100 79 Flexible0178-007 Page: 29Overview Pavement Condition Report IMS Infrastructure Management Services Page: 30 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # GRANDE TRL CRANSTON CIR HOBBS LN 98 100 100 85 Flexible0178-008 GRANDE TRL HOBBS LN GRANDE TRAIL CT 98 100 100 87 Flexible0178-009 GRANDE TRL GRANDE TRAIL CT CRANSTON CIR 98 100 100 87 Flexible0178-010 GRANDE TRL CRANSTON CIR ELLSWORTH DR 98 100 100 86 Flexible0178-011 GRANDE TRL ELLSWORTH DR HOLLENBACK CT 96 100 100 82 Flexible0178-012 GRANDE TRL HOLLENBACK CT ELLSWORTH DR 95 99 100 80 Flexible0178-013 GRANDE TRL ELLSWORTH DR JUSTICE DR 98 100 100 86 Flexible0178-014 97 100 100 84Average: Std. Dev. 1 0 0 3 GRANDE TRL JUSTICE DR MCLELLAN BLVD 82 90 100 55 Flexible0178-015 GRANDE TRL MCLELLAN BLVD DS@660N MCLELLAN BLVD 82 90 100 56 Flexible0178-016 GRANDE TRL DS@660N MCLELLAN BLVD CONSTITUTION WAY 81 88 100 55 Flexible0178-017 GRANDE TRL CONSTITUTION WAY FREEDOM PL 84 90 100 61 Flexible0178-018 GRANDE TRL FREEDOM PL DS@660N FREEDOM PL 87 90 100 67 Flexible0178-019 GRANDE TRL DS@660N FREEDOM PL MATLOCK DR 80 82 100 59 Flexible0178-020 83 88 100 59Average: Std. Dev. 3 4 0 5 GREEN BRIAR RD WALSH DR DS@660E WALSH DR 74 74 82 63 Flexible-G0179-001 GREEN BRIAR RD DS@660E WALSH DR WALSH DR 77 76 83 66 Flexible-G0179-001 GREEN BRIAR RD DS@660E WALSH DR CORNERSTONE DR 80 86 86 64 Flexible-G0179-002 GREEN BRIAR RD CORNERSTONE DR DS@660E WALSH DR 80 83 86 66 Flexible-G0179-002 GREEN BRIAR RD CORNERSTONE DR DS@660E CORNERSTONE DR 78 88 86 56 Flexible-G0179-003 GREEN BRIAR RD DS@660E CORNERSTONE DR CORNERSTONE DR 74 79 82 56 Flexible-G0179-003 GREEN BRIAR RD DS@660E CORNERSTONE DR S BRIDGE ST 82 99 93 51 Flexible-G0179-004 GREEN BRIAR RD S BRIDGE ST DS@660E CORNERSTONE DR 83 84 84 75 Flexible-G0179-004 78 83 85 62Average: Std. Dev. 4 8 3 7 GREENFIELD TURN COUNTRY HILLS DR MEADOWLARK LN 87 94 100 65 Flexible0180-001 GREENFIELD TURN MEADOWLARK LN MEADOWLARK LN 89 97 100 66 Flexible0180-002 GREENFIELD TURN MEADOWLARK LN DS@660W MEADOWLARK LN 87 92 100 67 Flexible0180-003 GREENFIELD TURN DS@660W MEADOWLARK LN SUNNY DELL CT 83 75 100 73 Flexible0180-004 GREENFIELD TURN SUNNY DELL CT DS@660W SUNNY DELL CT 80 69 100 72 Flexible0180-005 GREENFIELD TURN DS@660W SUNNY DELL CT CLOVER CT 92 96 100 74 Flexible0180-006 86 87 100 69Average: Std. Dev. 4 13 0 4 HALEY CT HOMESTEAD DR WEST END 82 69 100 77 Flexible0181-001 Page: 30Overview Pavement Condition Report IMS Infrastructure Management Services Page: 31 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 82 69 100 77Average: Std. Dev. 0 0 0 0 HALF MOON DR WINCHESTER LN BRISTOL BAY DR 86 79 100 76 Flexible0182-001 86 79 100 76Average: Std. Dev. 0 0 0 0 HAMPTON LN COUNTRY HILLS DR DS@660E COUNTRY HILLS DR 88 87 100 73 Flexible0183-001 HAMPTON LN DS@660E COUNTRY HILLS DR DEERPOINT LN 88 88 100 72 Flexible0183-002 HAMPTON LN DEERPOINT LN INGEMUNSON LN 89 92 100 71 Flexible0183-003 HAMPTON LN INGEMUNSON LN BLUEBIRD LN 88 87 100 73 Flexible0183-004 HAMPTON LN BLUEBIRD LN DS@660E BLUEBIRD LN 91 94 100 75 Flexible0183-005 HAMPTON LN DS@660E BLUEBIRD LN CANARY AVE 90 93 100 72 Flexible0183-006 HAMPTON LN CANARY AVE PRAIRIE CROSSING DR 89 88 100 74 Flexible0183-007 89 90 100 73Average: Std. Dev. 2 4 0 2 HARRISON ST GARDINER AVE BERTRAM DR 89 79 100 84 Flexible0184-001 89 79 100 84Average: Std. Dev. 0 0 0 0 HARVEST TRL COUNTRY HILLS DR EAST END 91 96 100 72 Flexible0186-001 91 96 100 72Average: Std. Dev. 0 0 0 0 HAWK HOLLOW DR PRAIRIE CROSSING DR GOLDFINCH AVE 95 99 100 78 Flexible0187-001 95 99 100 78Average: Std. Dev. 0 0 0 0 HAWTHORNE CT WALSH DR WEST END 84 82 100 68 Flexible0188-001 84 82 100 68Average: Std. Dev. 0 0 0 0 HAYDEN DR MCHUGH RD WILD INDIGO LN 92 97 100 74 Flexible0189-001 HAYDEN DR WILD INDIGO LN PRAIRIE CLOVER DR 86 90 100 66 Flexible0189-002 HAYDEN DR PRAIRIE CLOVER DR PRAIRIE ROSE LN 85 84 100 68 Flexible0189-003 HAYDEN DR PRAIRIE ROSE LN CONEFLOWER CT 85 86 100 66 Flexible0189-004 HAYDEN DR CONEFLOWER CT SWITCHGRASS LN 87 90 100 69 Flexible0189-005 HAYDEN DR SWITCHGRASS LN PRAIRE GRASS LN 84 78 100 73 Flexible0189-006 HAYDEN DR PRAIRE GRASS LN DS@660N PRAIRE GRASS LN 88 86 100 74 Flexible0189-007 HAYDEN DR DS@660N PRAIRE GRASS LN BLUESTEM DR 83 77 100 72 Flexible0189-008 Page: 31Overview Pavement Condition Report IMS Infrastructure Management Services Page: 32 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 86 86 100 70Average: Std. Dev. 2 6 0 4 HAZELTINE WAY KINGSMILL ST BANBURY AVE 92 100 100 70 Flexible0190-001 HAZELTINE WAY BANBURY AVE WESTON AVE 87 90 100 67 Flexible0190-002 HAZELTINE WAY WESTON AVE RAINTREE RD 93 99 100 73 Flexible0190-003 91 97 100 70Average: Std. Dev. 3 5 0 2 HEARTHSTONE AVE FAIRFAX WAY MANCHESTER LN 86 73 100 83 Flexible0191-001 HEARTHSTONE AVE MANCHESTER LN DS@660N MANCHESTER LN 94 90 100 85 Flexible0191-002 HEARTHSTONE AVE DS@660N MANCHESTER LN PARKSIDE LN 87 77 100 81 Flexible0191-003 90 82 100 83Average: Std. Dev. 5 10 0 2 HEARTLAND DR HOMESTEAD DR DS@660W HOMESTEAD DR 86 85 100 70 Flexible0192-001 HEARTLAND DR DS@660W HOMESTEAD DR DAKOTA DR 90 96 100 70 Flexible0192-002 HEARTLAND DR DAKOTA DR MISTWOOD CT 86 85 100 71 Flexible0192-003 HEARTLAND DR MISTWOOD CT DS@660W MISTWOOD CT 89 90 100 72 Flexible0192-004 HEARTLAND DR DS@660W MISTWOOD CT DS@1320W MISTWOOD CT 87 87 100 72 Flexible0192-005 HEARTLAND DR DS@1320W MISTWOOD CT FARMSTEAD DR 86 83 100 72 Flexible0192-006 HEARTLAND DR FARMSTEAD DR DS@660W FARMSTEAD DR 87 88 100 71 Flexible0192-007 HEARTLAND DR DS@660W FARMSTEAD DR ARROWHEAD DR 89 91 100 73 Flexible0192-008 87 88 100 71Average: Std. Dev. 1 3 0 1 HENNING LN ALDEN AVE ROOD ST 82 85 100 59 Flexible0193-001 HENNING LN ROOD ST CRYDER WAY 78 68 100 67 Flexible0193-002 80 76 100 63Average: Std. Dev. 0 0 0 0 HERITAGE DR HEARTLAND DR MCHUGH RD 95 100 100 78 Flexible0194-001 95 100 100 78Average: Std. Dev. 0 0 0 0 HEUSTIS ST E ORANGE ST E WASHINGTON ST 98 100 100 86 Flexible0195-001 HEUSTIS ST E WASHINGTON ST E FOX ST 97 100 100 84 Flexible0195-002 97 100 100 85Average: Std. Dev. 0 0 0 0 HEUSTIS ST E FOX ST DS@660N E FOX ST 87 91 100 68 Flexible0195-003 Page: 32Overview Pavement Condition Report IMS Infrastructure Management Services Page: 33 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # HEUSTIS ST DS@660N E FOX ST E VAN EMMON ST 91 99 100 68 Flexible0195-004 HEUSTIS ST E VAN EMMON ST E HYDRAULIC AVE 88 91 100 69 Flexible0195-005 88 92 100 68Average: Std. Dev. 2 3 0 1 HIGH RIDGE LN FAXON RD IROQOIS LN 94 99 100 76 Flexible0196-001 HIGH RIDGE LN IROQOIS LN CANYON TRAIL CT 92 94 100 76 Flexible0196-002 HIGH RIDGE LN CANYON TRAIL CT WHITE PLAINS LN 92 99 100 72 Flexible0196-003 HIGH RIDGE LN WHITE PLAINS LN WESTERN LN 92 96 100 75 Flexible0196-004 92 97 100 75Average: Std. Dev. 1 2 0 2 HIGH RIDGE LN WESTERN LN BLACKBERRY SHORE LN 93 90 100 83 Flexible0196-005 93 90 100 83Average: Std. Dev. 0 0 0 0 HIGHPOINT RD W CITY LIMIT DS@660S CITY LIMIT 100 100 100 90 Flexible0384-001 HIGHPOINT RD W DS@660S CITY LIMIT DS@1320S CITY LIMIT 72 70 58 76 Flexible0384-002 HIGHPOINT RD W DS@1320S CITY LIMIT DS@1980S CITY LIMIT 78 88 78 61 Flexible0384-003 HIGHPOINT RD W DS@1980S CITY LIMIT DS@2640S CITY LIMIT 83 86 78 76 Flexible0384-004 HIGHPOINT RD W DS@2640S CITY LIMIT DS@3300S CITY LIMIT 86 84 100 72 Flexible0384-005 HIGHPOINT RD W DS@3300S CITY LIMIT BUDD RD 93 94 100 79 Flexible0384-006 HIGHPOINT RD W BUDD RD STAGECOACH TRAIL 85 85 88 76 Flexible0384-007 84 86 85 75Average: Std. Dev. 8 9 16 8 HIGHPOINT RD W STAGECOACH TRAIL DS@660S STAGECOACH TRAIL 88 89 100 72 Flexible0384-008 HIGHPOINT RD W DS@660S STAGECOACH TRAIL DS@1320S STAGECOACH TRAIL 85 90 100 64 Flexible0384-009 HIGHPOINT RD W DS@1320S STAGECOACH TRAIL CITY LIMIT 93 97 100 75 Flexible0384-010 88 91 100 69Average: Std. Dev. 3 3 0 6 HILLCREST AVE PRAIRIE LN CENTER PKWY 87 69 100 89 Flexible0197-001 HILLCREST AVE CENTER PKWY SUNSET AVE 81 55 100 87 Flexible0197-002 85 64 100 88Average: Std. Dev. 0 0 0 0 HOBBS CT HOBBS LN SOUTH END 98 99 100 86 Flexible0198-001 98 99 100 86Average: Std. Dev. 0 0 0 0 HOBBS LN GRANDE TRL HOBBS CT 95 91 100 86 Flexible0199-001 HOBBS LN HOBBS CT CRANSTON CIR 95 91 100 87 Flexible0199-002 Page: 33Overview Pavement Condition Report IMS Infrastructure Management Services Page: 34 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 95 91 100 87Average: Std. Dev. 0 0 0 0 HOLLENBACK CT GRANDE TRL EAST END 94 93 100 83 Flexible0200-001 94 93 100 83Average: Std. Dev. 0 0 0 0 HOMESTEAD DR ARROWHEAD DR HALEY CT 88 88 100 72 Flexible0201-001 HOMESTEAD DR HALEY CT OMAHA DR 91 96 100 72 Flexible0201-002 HOMESTEAD DR OMAHA DR DS@660W OMAHA DR 84 79 100 71 Flexible0201-003 HOMESTEAD DR DS@660W OMAHA DR WHEATLAND CT 85 79 100 73 Flexible0201-004 HOMESTEAD DR WHEATLAND CT DS@660W WHEATLAND CT 90 96 100 70 Flexible0201-005 HOMESTEAD DR DS@660W WHEATLAND CT HEARTLAND DR 87 88 100 69 Flexible0201-006 88 89 100 71Average: Std. Dev. 4 9 0 1 HONEYSUCKLE LN ALAN DALE LN CATALPA TRL 95 90 100 89 Flexible0202-001 HONEYSUCKLE LN CATALPA TRL SUMAC DR 93 82 100 90 Flexible0202-002 94 87 100 89Average: Std. Dev. 0 0 0 0 HYDRAULIC AVE E MILL ST HEUSTIS ST 83 72 100 75 Flexible0133-001 HYDRAULIC AVE E HEUSTIS ST S BRIDGE ST 89 89 100 73 Flexible0133-002 87 84 100 74Average: Std. Dev. 0 0 0 0 HYDRAULIC AVE W E HYDRAULIC AVE S MAIN ST 89 94 100 69 Flexible0385-001 HYDRAULIC AVE W S MAIN ST STATE ST 88 99 100 62 Flexible0385-002 HYDRAULIC AVE W STATE ST ADAMS ST 82 89 100 56 Flexible0385-003 HYDRAULIC AVE W ADAMS ST MORGAN ST 92 100 100 70 Flexible0385-004 88 96 100 65Average: Std. Dev. 4 4 0 6 HYDRAULIC AVE W MORGAN ST WEST END 98 98 100 87 Flexible0385-005 98 98 100 87Average: Std. Dev. 0 0 0 0 IDENTA RD STAGECOACH TRAIL DS@660W STAGECOACH TRAIL 93 100 100 74 Flexible0203-001 IDENTA RD DS@660W STAGECOACH TRAIL CITY LIMIT 89 90 100 73 Flexible0203-002 91 96 100 74Average: Std. Dev. 0 0 0 0 ILLINI CT ILLINI DR SOUTH END 74 63 100 61 Flexible0204-001 Page: 34Overview Pavement Condition Report IMS Infrastructure Management Services Page: 35 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 74 63 100 61Average: Std. Dev. 0 0 0 0 ILLINI DR WALTER ST ILLINI CT 77 66 100 66 Flexible0205-001 ILLINI DR ILLINI CT MILL ST 83 74 100 73 Flexible0205-002 80 70 100 70Average: Std. Dev. 0 0 0 0 INDEPENDENCE BLVD NORTH END JOHN ST 92 84 100 86 Flexible0206-001 INDEPENDENCE BLVD JOHN ST DS@660W JOHN ST 90 79 100 87 Flexible0206-002 INDEPENDENCE BLVD DS@660W JOHN ST CANNONBALL TRL 90 77 100 88 Flexible0206-003 90 78 100 88Average: Std. Dev. 0 2 0 1 INDEPENDENCE CT CANNONBALL TRL WEST END 87 70 100 88 Flexible0207-001 87 70 100 88Average: Std. Dev. 0 0 0 0 INGEMUNSON LN PRAIRIE CROSSING DR DS@660N PRAIRIE CROSSING 89 95 100 69 Flexible0208-001 INGEMUNSON LN DS@660N PRAIRIE CROSSING HAMPTON LN 86 88 100 68 Flexible0208-002 88 93 100 69Average: Std. Dev. 0 0 0 0 IROQOIS LN WESTERN LN WHITE PLAINS LN 91 93 100 75 Flexible0209-001 IROQOIS LN WHITE PLAINS LN DS@660N WHITE PLAINS LN 90 88 100 78 Flexible0209-002 IROQOIS LN DS@660N WHITE PLAINS LN DS@1320N WHITE PLAINS LN 91 94 100 74 Flexible0209-003 IROQOIS LN DS@1320N WHITE PLAINS LN HIGH RIDGE LN 90 91 100 75 Flexible0209-004 91 91 100 76Average: Std. Dev. 1 3 0 2 JACKSON ST BRISTOL AVE DS@660E BRISTOL AVE 97 96 100 88 Flexible0210-001 JACKSON ST DS@660E BRISTOL AVE FREEMONT ST 98 94 100 91 Flexible0210-002 97 96 100 89Average: Std. Dev. 0 0 0 0 JACKSON ST FREEMONT ST DS@660E FREEMONT ST 59 43 100 44 Flexible0210-003 JACKSON ST DS@660E FREEMONT ST MARTIN AVE 66 70 100 35 Flexible0210-004 Page: 35Overview Pavement Condition Report IMS Infrastructure Management Services Page: 36 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 62 54 100 40Average: Std. Dev. 0 0 0 0 JOHN ST INDEPENDENCE BLVD DS@660W INDEPENDENCE BLVD 89 72 100 90 Flexible0212-001 JOHN ST DS@660W INDEPENDENCE BLVD CANNONBALL TRL 85 63 100 89 Flexible0212-002 JOHN ST CANNONBALL TRL CORNELL LN 96 94 100 86 Flexible0212-003 91 78 100 88Average: Std. Dev. 5 14 0 3 JOHN ST SOUTH END WILLOW WAY 88 80 100 81 Flexible0213-001 JOHN ST WILLOW WAY WILLOW WAY 83 71 100 77 Flexible0213-002 JOHN ST WILLOW WAY EVERGREEN LN 89 84 100 80 Flexible0213-003 JOHN ST EVERGREEN LN COTTONWOOD TRL 85 82 100 70 Flexible0213-004 JOHN ST COTTONWOOD TRL ASPEN LN 78 70 100 66 Flexible0213-005 JOHN ST ASPEN LN WHITE PINE CT 80 75 100 65 Flexible0213-006 JOHN ST WHITE PINE CT DIEHL FARM RD 85 81 100 72 Flexible0213-007 JOHN ST DIEHL FARM RD ASPEN LN 77 69 100 63 Flexible0213-008 JOHN ST ASPEN LN CHESTNUT LN 73 69 100 54 Flexible0213-009 83 76 100 71Average: Std. Dev. 5 7 0 9 JOHN ST CHESTNUT LN SYCAMORE RD 80 75 100 64 Flexible0214-001 JOHN ST SYCAMORE RD CHESTNUT LN 83 74 100 75 Flexible0214-002 JOHN ST CHESTNUT LN EAST END 88 80 100 80 Flexible0214-003 83 75 100 71Average: Std. Dev. 3 2 0 8 JOHNSON ST BEHRENS ST MAIN ST 87 70 100 88 Flexible0215-001 JOHNSON ST MAIN ST SOUTH END 88 83 100 77 Flexible0215-002 88 77 100 82Average: Std. Dev. 0 0 0 0 KATE DR CLEARWATER DR DS@660W CLEARWATER DR 87 83 100 74 Flexible0216-001 KATE DR DS@660W CLEARWATER DR OMAHA DR 89 86 100 77 Flexible0216-002 88 84 100 75Average: Std. Dev. 0 0 0 0 KELLY AVE POPLAR DR KELLY CT 88 87 100 74 Flexible0217-001 KELLY AVE KELLY CT DS@660N KELLY CT 86 80 100 75 Flexible0217-002 KELLY AVE DS@660N KELLY CT POPLAR DR 86 81 100 75 Flexible0217-003 KELLY AVE POPLAR DR REDHORSE LN 88 84 100 77 Flexible0217-004 KELLY AVE REDHORSE LN EAST END 85 75 100 77 Flexible0217-005 Page: 36Overview Pavement Condition Report IMS Infrastructure Management Services Page: 37 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 87 82 100 76Average: Std. Dev. 1 3 0 1 KELLY CT KELLY AVE SOUTH END 88 91 100 70 Flexible0218-001 88 91 100 70Average: Std. Dev. 0 0 0 0 KENDALL DR E W COUNTRYSIDE PKWY MULHERN CT 97 100 100 84 Flexible0134-001 KENDALL DR E MULHERN CT DS@660S MULHERN CT 92 87 100 84 Flexible0134-002 KENDALL DR E DS@660S MULHERN CT DICKSON CT 94 90 100 85 Flexible0134-003 KENDALL DR E DICKSON CT DS@660S DICKSON CT 91 85 100 84 Flexible0134-004 KENDALL DR E DS@660S DICKSON CT CENTER PKWY 95 94 100 85 Flexible0134-005 93 90 100 84Average: Std. Dev. 2 6 0 1 KENDALL DR W CENTER PKWY ANDERSON CT 96 93 100 87 Flexible0386-001 KENDALL DR W ANDERSON CT DS@672S ANDERSON CT 96 93 100 87 Flexible0386-002 KENDALL DR W DS@672S ANDERSON CT STRAWBERRY LN 96 94 100 87 Flexible0386-003 KENDALL DR W STRAWBERRY LN DS@660S STRAWBERRY LN 93 90 100 84 Flexible0386-004 KENDALL DR W DS@660S STRAWBERRY LN W BLACKBERRY LN 97 99 100 85 Flexible0386-005 KENDALL DR W W BLACKBERRY LN DS@660S W BLACKBERRY LN 96 94 100 87 Flexible0386-006 KENDALL DR W DS@660S W BLACKBERRY LN W COUNTRYSIDE PKWY 96 96 100 86 Flexible0386-007 KENDALL DR W W COUNTRYSIDE PKWY POWERS CT 97 100 100 84 Flexible0386-008 KENDALL DR W POWERS CT CENTER PKWY 98 100 100 86 Flexible0386-009 96 95 100 86Average: Std. Dev. 2 4 0 1 KENNEDY RD CITY LIMIT EMERALD LN 92 100 100 74 Flexible0219-001 KENNEDY RD EMERALD LN DS@660E EMERALD LN 88 96 100 68 Flexible0219-002 KENNEDY RD DS@660E EMERALD LN DS@1320E EMERALD LN 79 83 61 82 Flexible0219-003 86 93 87 75Average: Std. Dev. 7 9 23 7 KENNEDY RD DS@1320E EMERALD LN DS@1980E EMERALD LN 96 99 100 84 Flexible0219-004 KENNEDY RD DS@1980E EMERALD LN DS@2640E EMERALD LN 94 94 100 85 Flexible0219-005 Page: 37Overview Pavement Condition Report IMS Infrastructure Management Services Page: 38 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # KENNEDY RD DS@2640E EMERALD LN BRISTOL RIDGE RD 83 84 78 80 Flexible0219-006 93 95 97 84Average: Std. Dev. 4 5 7 1 KENNEDY RD BRISTOL RIDGE RD DS@800E BRISTOL RIDGE RD 95 100 100 82 Flexible0219-007 KENNEDY RD DS@800E BRISTOL RIDGE RD THEREAS AVE 93 91 98 86 Flexible0219-008 KENNEDY RD THEREAS AVE DS@660E THEREAS AVE 96 99 100 85 Flexible0219-009 KENNEDY RD DS@660E THEREAS AVE DS@1320E THEREAS AVE 97 100 100 86 Flexible0219-010 KENNEDY RD DS@1320E THEREAS AVE DS@1980E THEREAS AVE 96 97 100 86 Flexible0219-011 KENNEDY RD DS@1980E THEREAS AVE FREEDOM PL 95 96 100 85 Flexible0219-012 KENNEDY RD FREEDOM PL DS@660E FREEDOM PL 92 96 92 83 Flexible0219-013 KENNEDY RD DS@660E FREEDOM PL DS@1320E FREEDOM PL 94 95 100 83 Flexible0219-014 KENNEDY RD DS@1320E FREEDOM PL BAILEY RD 96 100 100 84 Flexible0219-015 KENNEDY RD BAILEY RD MILL RD 95 98 100 84 Flexible0219-016 KENNEDY RD MILL RD MILL RD 97 100 100 86 Flexible0219-017 KENNEDY RD MILL RD GALENA RD 96 100 100 84 Flexible0219-018 95 98 99 84Average: Std. Dev. 2 3 3 2 KENNEDY RD N BRIDGE ST W LEXINGTON CIR 85 94 100 61 Flexible0220-001 KENNEDY RD W LEXINGTON CIR MARKETVIEW DR 83 99 100 51 Flexible0220-002 KENNEDY RD MARKETVIEW DR DS@660E MARKETVIEW DR 83 100 100 49 Flexible0220-003 KENNEDY RD DS@660E MARKETVIEW DR E LEXINGTON CIR 85 94 100 60 Flexible0220-004 KENNEDY RD E LEXINGTON CIR DS@660E E LEXINGTON CIR 78 99 100 39 Flexible0220-005 KENNEDY RD DS@660E E LEXINGTON CIR MCHUGH RD 81 100 100 44 Flexible0220-006 KENNEDY RD MCHUGH RD DS@660E MCHUGH RD 80 100 100 42 Flexible0220-007 KENNEDY RD DS@660E MCHUGH RD PRAIRIE MEADOWS DR 83 100 100 49 Flexible0220-008 KENNEDY RD PRAIRIE MEADOWS DR DS@660E PRAIRIE MEADOWS D 76 92 79 54 Flexible0220-009 81 98 97 49Average: Std. Dev. 3 4 9 7 KENNEDY RD DS@660E PRAIRIE MEADOWS D CHRISTY LN 91 99 100 71 Flexible0220-010 KENNEDY RD CHRISTY LN DS@660E CHRISTY LN 82 86 83 72 Flexible0220-011 KENNEDY RD DS@660E CHRISTY AUTUMN CREEK 92 100 100 74 Flexible0220-012 Page: 38Overview Pavement Condition Report IMS Infrastructure Management Services Page: 39 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # LN BLVD KENNEDY RD AUTUMN CREEK BLVD CITY LIMIT 93 100 100 76 Flexible0220-013 89 95 94 73Average: Std. Dev. 6 8 10 2 KENTSHIRE DR WINDETT RIDGE RD CAULFIELD PT 93 90 100 84 Flexible0221-001 KENTSHIRE DR CAULFIELD PT DS@660W CAULFIELD PT 96 94 100 86 Flexible0221-002 95 93 100 85Average: Std. Dev. 0 0 0 0 KENTSHIRE DR DS@660W CAULFIELD PT WILTON CT 89 82 100 81 Flexible0222-001 KENTSHIRE DR WILTON CT FAIRFAX WAY 93 90 100 84 Flexible0222-002 92 88 100 83Average: Std. Dev. 0 0 0 0 KING ST W RIVER ST W MAIN ST 72 70 100 50 Flexible0223-001 KING ST W MAIN ST W CENTER ST 77 91 100 41 Flexible0223-002 KING ST W CENTER ST W SOMONAUK ST 88 88 100 72 Flexible0223-003 80 84 100 56Average: Std. Dev. 8 10 0 17 KINGSMILL CT KINGSMILL ST NORTH END 89 85 100 77 Flexible0224-001 89 85 100 77Average: Std. Dev. 0 0 0 0 KINGSMILL ST RAINTREE RD WESTON AVE 93 97 100 75 Flexible0225-001 KINGSMILL ST WESTON AVE BANBURY AVE 90 99 100 66 Flexible0225-002 KINGSMILL ST BANBURY AVE BALTRUSOL CT 85 85 100 68 Flexible0225-003 88 92 100 69Average: Std. Dev. 4 9 0 4 KINGSMILL ST BANBURY AVE BALTRUSOL CT 96 98 100 82 Flexible0226-001 KINGSMILL ST BALTRUSOL CT VILLAGE VIEW DR 92 91 100 79 Flexible0226-002 KINGSMILL ST VILLAGE VIEW DR HAZELTINE WAY 87 79 100 79 Flexible0226-003 91 89 100 79Average: Std. Dev. 3 7 0 1 LANDMARK AVE N BRIDGE ST DALTON AVE 95 100 100 77 Flexible0227-001 LANDMARK AVE DALTON AVE FREEMONT ST 83 80 100 67 Flexible0227-002 LANDMARK AVE FREEMONT ST DS@660E FREEMONT ST 91 92 100 75 Flexible0227-003 LANDMARK AVE DS@660E FREEMONT ST MARKETPLACE DR 91 100 100 68 Flexible0227-004 91 94 100 74Average: Std. Dev. 4 7 0 4 Page: 39Overview Pavement Condition Report IMS Infrastructure Management Services Page: 40 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # LAUREN DR NORTH END CALEDONIA DR 98 100 100 86 Flexible0228-001 LAUREN DR CALEDONIA DR CRESTWOOD DR 98 100 100 86 Flexible0228-002 LAUREN DR CRESTWOOD DR SHADOW WOOD DR 99 100 100 89 Flexible0228-003 99 100 100 88Average: Std. Dev. 1 0 0 2 LAVENDER WAY AUTUMN CREEK BLVD SIENNA DR 90 87 100 78 Flexible0231-001 LAVENDER WAY SIENNA DR DS@660N SIENNA DR 86 76 100 80 Flexible0231-002 LAVENDER WAY DS@660N SIENNA DR ORCHID ST 89 83 100 81 Flexible0231-003 88 82 100 79Average: Std. Dev. 3 7 0 1 LEHMAN CROSSING BERRYWOOD LN NORTH END 82 78 100 68 Flexible0232-001 82 78 100 68Average: Std. Dev. 0 0 0 0 LEISURE ST PRAIRIE LN DS@660E PRAIRIE LN 89 76 100 87 Flexible0233-001 89 76 100 87Average: Std. Dev. 0 0 0 0 LEISURE ST DS@660E PRAIRIE LN SUNSET AVE 92 85 100 86 Flexible0234-001 92 85 100 86Average: Std. Dev. 0 0 0 0 LIBERTY ST SOUTH END E MAIN ST 91 87 100 80 Flexible0235-001 LIBERTY ST E MAIN ST E CENTER ST 88 89 100 71 Flexible0235-002 LIBERTY ST E CENTER ST E SPRING ST 87 85 100 73 Flexible0235-003 LIBERTY ST E SPRING ST E SOMONAUK ST 85 76 100 76 Flexible0235-004 LIBERTY ST E SOMONAUK ST E PARK ST 79 59 100 79 Flexible0235-005 86 79 100 75Average: Std. Dev. 4 13 0 4 LILAC CT SLATE DR NORTH END 89 76 100 88 Flexible0434-001 89 76 100 88Average: Std. Dev. 0 0 0 0 LILAC WY EMERALD LN DS@660N EMERALD LN 94 86 100 90 Flexible0433-001 LILAC WY DS@660N EMERALD LN SLATE DR 91 77 100 91 Flexible0433-002 93 83 100 90Average: Std. Dev. 0 0 0 0 LONGVIEW DR CALEDONIA DR FONTANA DR 98 100 100 87 Flexible0236-001 LONGVIEW DR FONTANA DR SHADOW WOOD DR 95 93 100 85 Flexible0236-002 Page: 40Overview Pavement Condition Report IMS Infrastructure Management Services Page: 41 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 96 96 100 86Average: Std. Dev. 0 0 0 0 LYMAN LOOP MCLELLAN BLVD BURR ST 94 90 100 86 Flexible0237-001 LYMAN LOOP BURR ST DS@312W BURR ST 95 91 100 86 Flexible0237-002 LYMAN LOOP DS@312W BURR ST DS@972W BURR ST 93 88 100 86 Flexible0237-003 LYMAN LOOP DS@972W BURR ST MCLELLAN BLVD 94 90 100 86 Flexible0237-004 94 90 100 86Average: Std. Dev. 1 1 0 0 MADDEN CT EMERALD LN NORTH END 89 90 100 72 Flexible0238-001 89 90 100 72Average: Std. Dev. 0 0 0 0 MADISON CT W MADISON ST WEST END 89 78 100 85 Flexible0239-001 89 78 100 85Average: Std. Dev. 0 0 0 0 MADISON ST W WEST END MADISON CT 91 84 100 84 Flexible0387-001 MADISON ST W MADISON CT MORGAN ST 90 80 100 86 Flexible0387-002 90 81 100 86Average: Std. Dev. 0 0 0 0 MADISON ST W MORGAN ST ADAMS ST 87 91 100 68 Flexible0387-003 MADISON ST W ADAMS ST STATE ST 88 90 100 71 Flexible0387-004 MADISON ST W STATE ST S MAIN ST 90 97 100 68 Flexible0387-005 88 93 100 69Average: Std. Dev. 2 4 0 2 MADISON ST W S MAIN ST JEFFERSON ST 88 91 100 70 Flexible0387-006 88 91 100 70Average: Std. Dev. 0 0 0 0 MAIN ST E JOHNSON ST OAKWOOD ST 98 100 100 85 Flexible0135-001 MAIN ST E OAKWOOD ST BRUELL ST 96 96 100 84 Flexible0135-002 MAIN ST E BRUELL ST WOODWORTH ST 77 70 100 63 Flexible0135-003 MAIN ST E WOODWORTH ST MCHUGH RD 73 61 100 61 Flexible0135-004 88 84 100 75Average: Std. Dev.13 20 0 13 MAIN ST E MCHUGH RD WORSLEY ST 82 78 100 67 Flexible0136-001 MAIN ST E WORSLEY ST SANDERS CT 92 100 100 70 Flexible0136-002 MAIN ST E SANDERS CT DS@660W SANDERS CT 82 78 100 66 Flexible0136-003 83 81 100 67Average: Std. Dev. 3 7 0 2 MAIN ST E DS@660W SANDERS LIBERTY ST 80 70 100 70 Flexible0136-004 Page: 41Overview Pavement Condition Report IMS Infrastructure Management Services Page: 42 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # CT MAIN ST E LIBERTY ST COLTON ST 80 81 100 59 Flexible0136-005 MAIN ST E COLTON ST W MAIN ST 82 86 100 60 Flexible0136-006 81 80 100 62Average: Std. Dev. 1 6 0 5 MAIN ST S S BRIDGE ST ELIZABETH ST 96 100 96 83 Rigid0329-000 96 100 96 83Average: Std. Dev. 0 0 0 0 MAIN ST S ELIZABETH ST PAVEMENT CHANGE 99 100 100 89 Flexible0329-001 MAIN ST S PAVEMENT CHANGE W BEECHER ST 98 96 100 90 Flexible0329-002 MAIN ST S W BEECHER ST W DOLPH ST 93 82 100 91 Flexible0329-003 MAIN ST S W DOLPH ST W ORANGE ST 95 88 100 90 Flexible0329-004 MAIN ST S W ORANGE ST W WASHINGTON ST 96 92 100 90 Flexible0329-005 MAIN ST S W WASHINGTON ST W FOX ST 92 80 100 91 Flexible0329-006 MAIN ST S W FOX ST W RIDGE ST 93 85 100 88 Flexible0329-007 MAIN ST S W RIDGE ST W MADISON ST 98 99 100 86 Flexible0329-008 MAIN ST S W MADISON ST W VAN EMMON ST 93 94 100 80 Flexible0329-009 MAIN ST S W VAN EMMON ST W HYDRAULIC AVE 87 77 100 80 Flexible0329-010 94 88 100 88Average: Std. Dev. 3 8 0 4 MAIN ST W E MAIN ST CHURCH ST 82 74 100 71 Flexible0388-001 MAIN ST W CHURCH ST KING ST 90 99 100 67 Flexible0388-002 MAIN ST W KING ST WEST END 81 87 100 56 Flexible0388-003 85 86 100 66Average: Std. Dev. 5 14 0 7 MARKETPLACE DR MCHUGH RD LANDMARK AVE 90 100 100 66 Flexible0241-001 MARKETPLACE DR LANDMARK AVE DS@660N LANDMARK AVE 91 100 100 68 Flexible0241-002 MARKETPLACE DR DS@660N LANDMARK AVE E VETERANS PKWY 87 98 100 59 Flexible0241-003 90 100 100 65Average: Std. Dev. 2 1 0 4 MARKETVIEW DR KENNEDY RD DS@660S KENNEDY RD 92 93 94 81 Rigid0242-001 MARKETVIEW DR DS@660S KENNEDY RD CARPENTER ST 92 95 92 80 Rigid0242-002 MARKETVIEW DR CARPENTER ST MENARD DR 92 95 93 81 Rigid0242-003 MARKETVIEW DR MENARD DR DS@660S MENARD DR 89 93 92 76 Rigid0242-004 MARKETVIEW DR DS@660S MENARD DR E COUNTRYSIDE PKWY 89 96 87 76 Rigid0242-005 91 94 92 79Average: Std. Dev. 2 1 1 3 MARQUETTE ST BERTRAM DR BURNETT ST 78 69 100 67 Flexible0243-001 Page: 42Overview Pavement Condition Report IMS Infrastructure Management Services Page: 43 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # MARQUETTE ST BURNETT ST DS@660N BURNETT ST 90 87 100 79 Flexible0243-002 MARQUETTE ST DS@660N BURNETT ST BURNETT ST 83 74 100 74 Flexible0243-003 86 80 100 75Average: Std. Dev. 6 10 0 6 MARTIN AVE JACKSON ST CITY LIMIT 87 88 100 71 Flexible0244-001 87 88 100 71Average: Std. Dev. 0 0 0 0 MATLOCK DR BERRYWOOD LN GRANDE TRL 78 82 100 54 Flexible0245-001 78 82 100 54Average: Std. Dev. 0 0 0 0 MCHUGH RD CITY LIMIT MARTIN AVE 91 100 100 69 Flexible0246-001 91 100 100 69Average: Std. Dev. 0 0 0 0 MCHUGH RD MARTIN AVE ELM ST 94 98 100 77 Flexible0246-002 MCHUGH RD ELM ST E PARK ST 86 77 100 78 Flexible0246-003 MCHUGH RD E PARK ST E SOMONAUK ST 92 91 100 79 Flexible0246-004 91 88 100 78Average: Std. Dev. 4 11 0 1 MCHUGH RD E SOMONAUK ST E SPRING ST 92 89 100 82 Flexible0246-005 MCHUGH RD E SPRING ST DS@660S E SPRING ST 98 100 100 86 Flexible0246-006 MCHUGH RD DS@660S E SPRING ST E MAIN ST 93 86 100 86 Flexible0246-007 95 94 100 85Average: Std. Dev. 4 8 0 2 MCHUGH RD KENNEDY RD BLUESTEM DR 93 99 100 74 Flexible0247-001 MCHUGH RD BLUESTEM DR DS@660S BLUESTEM DR 90 96 100 69 Flexible0247-002 MCHUGH RD DS@660S BLUESTEM DR HAYDEN DR 90 96 100 70 Flexible0247-003 MCHUGH RD HAYDEN DR DS@660S HAYDEN DR 83 90 100 59 Flexible0247-004 MCHUGH RD DS@660S HAYDEN DR PRAIRIE POINTE DR 89 91 100 71 Flexible0247-005 MCHUGH RD PRAIRIE POINTE DR E COUNTRYSIDE PKWY 87 91 100 66 Flexible0247-006 88 94 100 67Average: Std. Dev. 4 4 0 6 MCHUGH RD E COUNTRYSIDE PKWY DS@660S E COUNTRYSIDE PKW 73 53 80 81 Rigid0247-007 MCHUGH RD DS@660S E DS@1320S E 90 92 90 79 Rigid0247-008 Page: 43Overview Pavement Condition Report IMS Infrastructure Management Services Page: 44 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # COUNTRYSIDE PKW COUNTRYSIDE PK MCHUGH RD DS@1320S E COUNTRYSIDE PK E VETERANS PKWY 84 77 83 83 Rigid0247-009 82 73 85 81Average: Std. Dev.10 23 6 2 MCHUGH RD E VETERANS PKWY FARMSTEAD DR 63 43 70 74 Rigid0247-010 63 43 70 74Average: Std. Dev. 0 0 0 0 MCHUGH RD FARMSTEAD DR CITY LIMIT 80 88 100 51 Flexible0247-011 MCHUGH RD CITY LIMIT MARKETPLACE DR 90 100 100 66 Flexible0247-012 MCHUGH RD MARKETPLACE DR HERITAGE DR 86 96 100 59 Flexible0247-013 MCHUGH RD HERITAGE DR CITY LIMIT 82 85 100 60 Flexible0247-014 84 90 100 60Average: Std. Dev. 3 8 0 2 MCLELLAN BLVD GRANDE TRL CONSTITUTION WAY 84 87 100 63 Flexible0248-001 MCLELLAN BLVD CONSTITUTION WAY CRYDER WAY 85 90 100 62 Flexible0248-002 MCLELLAN BLVD CRYDER WAY ALDEN AVE 87 90 100 68 Flexible0248-003 MCLELLAN BLVD ALDEN AVE DS@660S ALDEN AVE 85 91 100 63 Flexible0248-004 MCLELLAN BLVD DS@660S ALDEN AVE CRYDER WAY 76 81 100 50 Flexible0248-005 MCLELLAN BLVD CRYDER WAY GRANDE TRL 79 88 100 49 Flexible0248-006 82 88 100 58Average: Std. Dev. 4 4 0 8 MCLELLAN BLVD GRANDE TRL DS@660S GRANDE TRL 77 71 100 62 Flexible0248-007 MCLELLAN BLVD DS@660S GRANDE TRL LYMAN LOOP 83 75 100 72 Flexible0248-008 79 72 100 65Average: Std. Dev. 0 0 0 0 MCMURTRIE CT ALAN DALE LN WEST END 97 94 100 89 Flexible0249-001 97 94 100 89Average: Std. Dev. 0 0 0 0 MCMURTRIE WAY ALAN DALE LN GOLDENROD DR 98 94 100 91 Flexible0250-001 MCMURTRIE WAY GOLDENROD DR ELDEN DR 95 88 100 90 Flexible0250-002 MCMURTRIE WAY ELDEN DR DS@660E ELDEN DR 96 91 100 90 Flexible0250-003 MCMURTRIE WAY DS@660E ELDEN DR DS@1320E ELDEN DR 94 87 100 89 Flexible0250-004 MCMURTRIE WAY DS@1320E ELDEN DR FAXON RD 95 88 100 90 Flexible0250-005 95 89 100 90Average: Std. Dev. 1 3 0 1 MEADOW ROSE LN CANDLEBERRY LN EAST END 95 88 100 90 Flexible0251-001 95 88 100 90Average: Std. Dev. 0 0 0 0 Page: 44Overview Pavement Condition Report IMS Infrastructure Management Services Page: 45 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # MEADOWLARK CT MEADOWLARK LN WEST END 81 66 100 76 Flexible0252-001 81 66 100 76Average: Std. Dev. 0 0 0 0 MEADOWLARK LN GREENFIELD TURN MEADOWLARK CT 82 71 100 75 Flexible0253-001 MEADOWLARK LN MEADOWLARK CT DS@660N MEADOWLARK CT 89 90 100 74 Flexible0253-002 MEADOWLARK LN DS@660N MEADOWLARK CT GREENFIELD TURN 90 96 100 69 Flexible0253-003 88 87 100 73Average: Std. Dev. 3 10 0 3 MEADOWVIEW LN YELLOWSTONE LN NORTON LN 84 87 100 63 Flexible0254-001 MEADOWVIEW LN NORTON LN RED TAIL LN 79 74 100 64 Flexible0254-002 81 80 100 64Average: Std. Dev. 0 0 0 0 MENARD DR MARKETVIEW DR N BRIDGE ST 78 73 75 78 Rigid0255-001 78 73 75 78Average: Std. Dev. 0 0 0 0 MIDNIGHT PL OLIVE LN AUTUMN CREEK BLVD 95 91 100 88 Flexible0451-001 95 91 100 88Average: Std. Dev. 0 0 0 0 MILL BROOK CIR E PRESTON DR OWEN CT 77 71 100 62 Flexible0137-001 MILL BROOK CIR E OWEN CT GAINS CT 77 72 100 61 Flexible0137-002 MILL BROOK CIR E GAINS CT SHERIDAN CT 90 90 100 78 Flexible0137-003 80 76 100 66Average: Std. Dev. 6 9 0 8 MILL BROOK CIR E SHERIDAN CT KETCHUM CT 94 91 100 86 Flexible0137-004 MILL BROOK CIR E KETCHUM CT SILVER SPRING CT 91 85 100 86 Flexible0137-005 93 88 100 86Average: Std. Dev. 0 0 0 0 MILL BROOK CIR E SILVER SPRING CT BLACKHAWK BLVD 93 91 100 84 Flexible0137-006 MILL BROOK CIR E BLACKHAWK BLVD WEST END 92 91 100 81 Flexible0137-007 93 91 100 84Average: Std. Dev. 0 0 0 0 MILL RD KENNEDY RD DS@660E KENNEDY RD 76 88 100 43 Flexible0256-001 MILL RD DS@660E KENNEDY RD BIG ROCK BLVD 64 79 68 42 Flexible0256-002 MILL RD BIG ROCK BLVD DS@660E BIG ROCK BLVD 79 98 89 49 Flexible0256-003 MILL RD DS@660E BIG ROCK DS@1320E BIG ROCK 52 73 43 33 Flexible0256-004 Page: 45Overview Pavement Condition Report IMS Infrastructure Management Services Page: 46 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # BLVD BLVD MILL RD DS@1320E BIG ROCK BLVD TUSCANY TRL 58 71 48 47 Flexible0256-005 MILL RD TUSCANY TRL DS@660E TUSCANY TRL 71 86 79 47 Flexible0256-006 MILL RD DS@660E TUSCANY TRL DS@1320E TUSCANY TRL 58 71 41 51 Flexible0256-007 MILL RD DS@1320E TUSCANY TRL ALLEGIANCE CROSSING 84 90 100 63 Flexible0256-008 68 83 72 46Average: Std. Dev.11 10 23 8 MILL ST SCHOOLHOUSE RD ILLINI DR 79 69 68 89 Flexible0257-001 MILL ST ILLINI DR WALTER ST 91 82 97 88 Flexible0257-002 MILL ST WALTER ST OLSEN ST 93 83 99 90 Flexible0257-003 MILL ST OLSEN ST E ORANGE ST 94 90 100 86 Flexible0257-004 MILL ST E ORANGE ST E WASHINGTON ST 95 91 100 88 Flexible0257-005 MILL ST E WASHINGTON ST E FOX ST 98 99 100 87 Flexible0257-006 91 85 92 88Average: Std. Dev. 8 12 16 1 MILL ST E FOX ST E RIDGE ST 90 100 100 65 Flexible0257-007 MILL ST E RIDGE ST E VAN EMMON ST 87 99 100 59 Flexible0257-008 88 99 100 62Average: Std. Dev. 0 0 0 0 MILL ST E VAN EMMON ST E HYDRAULIC AVE 89 92 100 71 Flexible0257-009 89 92 100 71Average: Std. Dev. 0 0 0 0 MISTWOOD CT HEARTLAND DR SOUTH END 92 97 100 74 Flexible0258-001 92 97 100 74Average: Std. Dev. 0 0 0 0 MONTROSE CT WREN RD EAST END 93 90 100 84 Flexible0259-001 93 90 100 84Average: Std. Dev. 0 0 0 0 MORGAN ST W HYDRAULIC AVE W HYDRAULIC AVE 84 94 100 56 Flexible0260-001 MORGAN ST W HYDRAULIC AVE W VAN EMMON ST 88 90 100 70 Flexible0260-002 MORGAN ST W VAN EMMON ST W MADISON ST 86 97 100 58 Flexible0260-003 MORGAN ST W MADISON ST W RIDGE ST 76 87 100 42 Flexible0260-004 MORGAN ST W RIDGE ST W FOX ST 80 86 100 54 Flexible0260-005 82 90 100 55Average: Std. Dev. 5 5 0 9 MORGAN ST W FOX ST W WASHINGTON ST 90 80 100 85 Flexible0260-006 MORGAN ST W WASHINGTON ST W WASHINGTON ST 85 68 100 86 Flexible0260-007 MORGAN ST W WASHINGTON ST W DOLPH ST 94 90 100 86 Flexible0260-008 MORGAN ST W DOLPH ST BLAINE ST 94 90 100 85 Flexible0260-009 Page: 46Overview Pavement Condition Report IMS Infrastructure Management Services Page: 47 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 92 86 100 85Average: Std. Dev. 3 7 0 1 MULHERN CT E KENDALL DR EAST END 93 91 100 83 Flexible0261-001 93 91 100 83Average: Std. Dev. 0 0 0 0 NADEN CT CENTER PKWY EAST END 92 85 100 86 Flexible0265-001 92 85 100 86Average: Std. Dev. 0 0 0 0 NEWBURY CT FAIRHAVEN DR NORTH END 83 75 100 73 Flexible0266-001 83 75 100 73Average: Std. Dev. 0 0 0 0 NORTHLAND LN BLACKBERRY SHORE LN DS@660N BLACKBERRY SHORE 89 84 100 78 Flexible0267-001 NORTHLAND LN DS@660N BLACKBERRY SHORE WESTERN LN 83 75 100 73 Flexible0267-002 NORTHLAND LN WESTERN LN DS@660N WESTERN LN 79 71 100 66 Flexible0267-003 NORTHLAND LN DS@660N WESTERN LN YELLOWSTONE LN 86 86 100 69 Flexible0267-004 84 79 100 72Average: Std. Dev. 6 8 0 7 NORTON LN MEADOWVIEW LN CANNONBALL TRL 87 88 100 71 Flexible0268-001 87 88 100 71Average: Std. Dev. 0 0 0 0 NORWAY CIR WHITE OAK WAY DS@660N WHITE OAK WAY 89 88 100 75 Flexible0269-001 NORWAY CIR DS@660N WHITE OAK WAY NORWAY CT 86 82 100 73 Flexible0269-002 NORWAY CIR NORWAY CT DS@660N NORWAY CT 83 78 100 69 Flexible0269-003 NORWAY CIR DS@660N NORWAY CT FIR CT 79 78 100 59 Flexible0269-004 NORWAY CIR FIR CT WHITE OAK WAY 76 73 100 58 Flexible0269-005 84 81 100 69Average: Std. Dev. 5 7 0 7 NORWAY CT NORWAY CIR SOUTH END 83 88 100 61 Flexible0270-001 83 88 100 61Average: Std. Dev. 0 0 0 0 OAK ST CANNONBALL TRL WEST END 87 84 100 74 Flexible0271-001 Page: 47Overview Pavement Condition Report IMS Infrastructure Management Services Page: 48 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 87 84 100 74Average: Std. Dev. 0 0 0 0 OAKWOOD ST SOUTH END E MAIN ST 92 84 100 86 Flexible0272-001 OAKWOOD ST E MAIN ST BEHRENS ST 94 88 100 87 Flexible0272-002 93 86 100 87Average: Std. Dev. 0 0 0 0 OLD GLORY CT OLD GLORY DR NORTH END 78 74 100 62 Flexible0273-001 78 74 100 62Average: Std. Dev. 0 0 0 0 OLD GLORY DR CRYDER WAY DS@660S CRYDER WAY 79 81 100 57 Flexible0274-001 79 81 100 57Average: Std. Dev. 0 0 0 0 OLD GLORY DR DS@660S CRYDER WAY AMOS AVE 80 78 100 62 Flexible0275-001 OLD GLORY DR AMOS AVE DS@660S AMOS AVE 80 80 100 60 Flexible0275-002 OLD GLORY DR DS@660S AMOS AVE OLD GLORY CT 77 79 100 54 Flexible0275-003 OLD GLORY DR OLD GLORY CT ALDEN AVE 74 78 100 48 Flexible0275-004 OLD GLORY DR ALDEN AVE SUNSET AVE 68 70 100 40 Flexible0275-005 77 77 100 55Average: Std. Dev. 5 4 0 9 OLIVE LN PRAIRE GRASS LN MIDNIGHT PL 93 86 100 87 Flexible0450-001 OLIVE LN MIDNIGHT PL NORTH END 93 86 100 86 Flexible0450-002 93 86 100 86Average: Std. Dev. 0 0 0 0 OLSEN ST MILL ST EAST END 84 80 100 70 Flexible0276-001 84 80 100 70Average: Std. Dev. 0 0 0 0 OMAHA DR CLEARWATER DR HOMESTEAD DR 92 93 100 78 Flexible0277-001 92 93 100 78Average: Std. Dev. 0 0 0 0 OMAHA DR CLEARWATER DR KATE DR 89 88 100 75 Flexible0278-001 OMAHA DR KATE DR REDWOOD DR 89 85 100 77 Flexible0278-002 OMAHA DR REDWOOD DR GRACE DR 87 78 100 79 Flexible0278-003 OMAHA DR GRACE DR AUBURN DR 90 88 100 77 Flexible0278-004 OMAHA DR AUBURN DR E SPRING ST 91 91 100 77 Flexible0278-005 89 86 100 77Average: Std. Dev. 1 5 0 1 ORANGE ST E W ORANGE ST HEUSTIS ST 89 94 100 70 Flexible0138-001 Page: 48Overview Pavement Condition Report IMS Infrastructure Management Services Page: 49 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # ORANGE ST E HEUSTIS ST MILL ST 84 81 100 70 Flexible0138-002 87 90 100 70Average: Std. Dev. 0 0 0 0 ORANGE ST E MILL ST EAST END 71 58 100 58 Flexible0138-003 71 58 100 58Average: Std. Dev. 0 0 0 0 ORANGE ST W ADRIAN ST STATE ST 81 59 100 84 Flexible0389-001 ORANGE ST W STATE ST S MAIN ST 85 72 100 80 Flexible0389-002 ORANGE ST W S MAIN ST S BRIDGE ST 88 86 100 75 Flexible0389-003 85 72 100 80Average: Std. Dev. 4 14 0 5 ORCHID ST EMERALD LN LAVENDER WAY 89 94 100 69 Flexible0279-001 ORCHID ST LAVENDER WAY AUTUMN CREEK BLVD 94 100 100 75 Flexible0279-002 ORCHID ST AUTUMN CREEK BLVD DS@660W AUTUMN CREEK BLVD 89 85 100 77 Flexible0279-003 ORCHID ST DS@660W AUTUMN CREEK BLVD CRIMSON LN 91 90 100 78 Flexible0279-004 91 93 100 75Average: Std. Dev. 3 8 0 3 OVERLOOK CT CANNONBALL TRL ANDREA CT 89 90 100 74 Flexible0280-001 OVERLOOK CT ANDREA CT SOUTH END 83 73 100 76 Flexible0280-002 85 79 100 75Average: Std. Dev. 0 0 0 0 PALMER CT W COUNTRYSIDE PKWY NORTH END 94 90 100 86 Flexible0281-001 94 90 100 86Average: Std. Dev. 0 0 0 0 PARK ST E MCHUGH RD DS@660W MCHUGH RD 67 63 100 43 Flexible0139-001 PARK ST E DS@660W MCHUGH RD FREEMONT ST 64 60 100 40 Flexible0139-002 PARK ST E FREEMONT ST LIBERTY ST 68 64 100 46 Flexible0139-003 67 63 100 43Average: Std. Dev. 1 1 0 3 PARK ST E LIBERTY ST BRISTOL AVE 78 94 100 42 Flexible0139-004 PARK ST E BRISTOL AVE N BRIDGE ST 83 73 100 75 Flexible0139-005 81 81 100 62Average: Std. Dev. 0 0 0 0 PARKSIDE LN DEERPOINT LN DS@728W DEERPOINT LN 85 85 100 69 Flexible0285-001 Page: 49Overview Pavement Condition Report IMS Infrastructure Management Services Page: 50 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # PARKSIDE LN DS@728W DEERPOINT LN COUNTRY HILLS DR 95 100 100 77 Flexible0285-002 PARKSIDE LN COUNTRY HILLS DR HEARTHSTONE AVE 89 93 100 71 Flexible0285-003 PARKSIDE LN HEARTHSTONE AVE HATFIELD AVE 92 100 100 71 Flexible0285-004 PARKSIDE LN HATFIELD AVE DS@660W HATFIELD AVE 89 90 100 74 Flexible0285-005 PARKSIDE LN DS@660W HATFIELD AVE RAINTREE RD 89 88 100 74 Flexible0285-006 90 92 100 73Average: Std. Dev. 4 6 0 3 PARKSIDE LN RAINTREE RD WARBLER LN 91 100 100 67 Flexible0285-007 PARKSIDE LN WARBLER LN COACH RD 93 94 100 78 Flexible0285-008 92 97 100 73Average: Std. Dev. 0 0 0 0 PATRICK CT CANNONBALL TRL WEST END 95 90 100 87 Flexible0286-001 95 90 100 87Average: Std. Dev. 0 0 0 0 PATRIOT CT GRANDE TRL SOUTH END 83 69 100 79 Flexible0287-001 83 69 100 79Average: Std. Dev. 0 0 0 0 PAVILLION RD FOX RD DS@660N FOX RD 96 93 100 89 Flexible0288-001 PAVILLION RD DS@660N FOX RD DS@1320N FOX RD 99 99 100 90 Flexible0288-002 PAVILLION RD DS@1320N FOX RD DS@1980N FOX RD 99 98 100 90 Flexible0288-003 PAVILLION RD DS@1980N FOX RD SOUTH CITY LIMIT 96 92 100 89 Flexible0288-004 98 96 100 90Average: Std. Dev. 2 4 0 1 PAVILLION RD IL RT 71 DS@660N IL RT 71 95 90 100 88 Flexible0289-001 95 90 100 88Average: Std. Dev. 0 0 0 0 PAVILLION RD DS@660N IL RT 71 NORTH CITY LIMIT 94 91 100 85 Flexible0290-001 94 91 100 85Average: Std. Dev. 0 0 0 0 PENMAN RD SOUTH END PRESTWICK LN 95 88 100 89 Flexible0291-001 PENMAN RD PRESTWICK LN DS@660N PRESTWICK LN 98 100 100 87 Flexible0291-002 PENMAN RD DS@660N PRESTWICK LN SCHOOLHOUSE RD 98 100 100 87 Flexible0291-003 97 97 100 87Average: Std. Dev. 2 5 0 1 PENSACOLA ST TAMPA DR BISCAYNE LN 88 85 100 75 Flexible0292-001 PENSACOLA ST BISCAYNE LN PLEASANT CT 88 84 100 76 Flexible0292-002 Page: 50Overview Pavement Condition Report IMS Infrastructure Management Services Page: 51 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # PENSACOLA ST PLEASANT CT SARASOTA AVE 89 86 100 76 Flexible0292-003 88 85 100 76Average: Std. Dev. 1 1 0 1 PHELPS CT FAIRFAX WAY WEST END 93 93 100 80 Flexible0293-001 93 93 100 80Average: Std. Dev. 0 0 0 0 PIERPONT LN ROSENWINKEL ST GARDINER AVE 87 87 100 71 Flexible0294-001 87 87 100 71Average: Std. Dev. 0 0 0 0 PINEWOOD DR SHADOW WOOD DR DS@660N SHADOW WOOD DR 99 100 100 88 Flexible0295-001 PINEWOOD DR DS@660N SHADOW WOOD DR CALEDONIA DR 98 99 100 87 Flexible0295-002 99 100 100 88Average: Std. Dev. 0 0 0 0 PLEASANT CT PENSACOLA ST SOUTH END 88 85 100 75 Flexible0296-001 88 85 100 75Average: Std. Dev. 0 0 0 0 PLYMOUTH AVE ROSENWINKEL ST TIMBALIER ST 86 81 100 75 Flexible0297-001 PLYMOUTH AVE TIMBALIER ST DS@660E TIMBALIER ST 85 77 100 75 Flexible0297-002 PLYMOUTH AVE DS@660E TIMBALIER ST TIMBALIER ST 87 83 100 75 Flexible0297-003 PLYMOUTH AVE TIMBALIER ST BRISTOL BAY DR 89 83 100 80 Flexible0297-004 86 80 100 76Average: Std. Dev. 2 4 0 2 POPLAR DR WEST FOX ST KELLY AVE 89 91 100 72 Flexible0298-001 POPLAR DR KELLY AVE FLINT CREEK LN 93 99 100 75 Flexible0298-002 POPLAR DR FLINT CREEK LN KELLY AVE 92 96 100 74 Flexible0298-003 POPLAR DR KELLY AVE AARON LN 87 88 100 71 Flexible0298-004 POPLAR DR AARON LN WINDHAM CIR 88 88 100 73 Flexible0298-005 POPLAR DR WINDHAM CIR TYLER CREEK CT 85 84 100 68 Flexible0298-006 POPLAR DR TYLER CREEK CT SHARON LN 91 90 100 77 Flexible0298-007 POPLAR DR SHARON LN STONY CREEK LN 86 88 100 67 Flexible0298-008 POPLAR DR STONY CREEK LN WINDHAM CIR 87 88 100 69 Flexible0298-009 89 91 100 73Average: Std. Dev. 3 5 0 3 POWERS CT W KENDALL DR NORTH END 94 97 100 79 Flexible0299-001 94 97 100 79Average: Std. Dev. 0 0 0 0 PRAIRE GRASS LN AUTUMN CREEK DS@660S AUTUMN 87 77 100 82 Flexible0300-001 Page: 51Overview Pavement Condition Report IMS Infrastructure Management Services Page: 52 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # BLVD CREEK BLVD PRAIRE GRASS LN DS@660S AUTUMN CREEK BLVD OLIVE LN 88 77 100 83 Flexible0300-002 PRAIRE GRASS LN OLIVE LN HAYDEN DR 85 85 100 69 Flexible0300-003 86 81 100 76Average: Std. Dev. 1 6 0 9 PRAIRIE CLOVER DR HAYDEN DR EAST END 92 97 100 74 Flexible0301-001 92 97 100 74Average: Std. Dev. 0 0 0 0 PRAIRIE CROSSING DR COUNTRY HILLS DR TREMONT AVE 91 95 100 72 Flexible0302-001 PRAIRIE CROSSING DR TREMONT AVE DS@660N TREMONT AVE 93 99 100 73 Flexible0302-002 PRAIRIE CROSSING DR DS@660N TREMONT AVE DEERPOINT LN 87 84 100 75 Flexible0302-003 PRAIRIE CROSSING DR DEERPOINT LN INGEMUNSON LN 86 84 100 72 Flexible0302-004 PRAIRIE CROSSING DR INGEMUNSON LN HAWK HOLLOW DR 93 100 100 74 Flexible0302-005 PRAIRIE CROSSING DR HAWK HOLLOW DR HAMPTON LN 95 100 100 77 Flexible0302-006 PRAIRIE CROSSING DR HAMPTON LN WREN RD 93 99 100 73 Flexible0302-007 PRAIRIE CROSSING DR WREN RD EAST END 93 100 100 73 Flexible0302-008 91 95 100 74Average: Std. Dev. 4 8 0 2 PRAIRIE LN LEISURE ST HILLCREST AVE 98 98 100 89 Flexible0303-001 98 98 100 89Average: Std. Dev. 0 0 0 0 PRAIRIE MEADOWS DR KENNEDY RD BLUESTEM DR 83 81 100 68 Flexible0304-001 83 81 100 68Average: Std. Dev. 0 0 0 0 PRAIRIE POINTE DR MCHUGH RD CRIMSON LN 85 86 100 66 Flexible0449-001 85 86 100 66Average: Std. Dev. 0 0 0 0 PRAIRIE ROSE LN BLUESTEM DR DS@660N BLUESTEM DR 87 87 100 71 Flexible0305-001 PRAIRIE ROSE LN DS@660N BLUESTEM DR HAYDEN DR 86 85 100 71 Flexible0305-002 87 86 100 71Average: Std. Dev. 0 0 0 0 Page: 52Overview Pavement Condition Report IMS Infrastructure Management Services Page: 53 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # PRESTON DR TUSCANY LN E MILL BROOK CIR 89 93 100 71 Flexible0306-001 89 93 100 71Average: Std. Dev. 0 0 0 0 PRESTON DR TUSCANY TAIL HAVENHILL CT 72 76 100 45 Flexible0307-001 PRESTON DR HAVENHILL CT EVANS CT 67 65 100 43 Flexible0307-002 PRESTON DR EVANS CT PRESTON CT 74 81 100 46 Flexible0307-003 PRESTON DR PRESTON CT EAST END 80 87 100 55 Flexible0307-004 72 75 100 47Average: Std. Dev. 6 11 0 6 PRESTWICK LN PENMAN RD SHETLAND LN 94 90 100 86 Flexible0308-001 PRESTWICK LN SHETLAND LN WHITEKIRK LN 99 98 100 90 Flexible0308-002 97 95 100 88Average: Std. Dev. 0 0 0 0 PURCELL ST CANNONBALL TRL DS@660W CANNONBALL TRL 92 85 100 86 Flexible0309-001 92 85 100 86Average: Std. Dev. 0 0 0 0 PURCELL ST DS@660W CANNONBALL TRL N CARLY CIR 96 90 100 90 Flexible0309-002 PURCELL ST N CARLY CIR WEST END 92 84 100 87 Flexible0309-003 95 89 100 89Average: Std. Dev. 0 0 0 0 RAINTREE RD STAGECOACH TRAIL HAZELTINE WAY 95 100 100 78 Flexible0310-001 RAINTREE RD HAZELTINE WAY SUNNY DELL DR 93 100 100 73 Flexible0310-002 RAINTREE RD SUNNY DELL DR DS@660S SUNNY DELL DR 95 100 100 79 Flexible0310-003 RAINTREE RD DS@660S SUNNY DELL DR KINGSMILL ST 92 96 100 75 Flexible0310-004 RAINTREE RD KINGSMILL ST PARKSIDE LN 93 99 100 75 Flexible0310-005 94 99 100 77Average: Std. Dev. 1 1 0 2 RED TAIL CT ALAN DALE LN WEST END 84 78 100 73 Flexible0311-001 84 78 100 73Average: Std. Dev. 0 0 0 0 RED TAIL LN RED TAIL CT MEADOWVIEW LN 79 75 100 63 Flexible0312-001 79 75 100 63Average: Std. Dev. 0 0 0 0 REDBUD DR ALAN DALE LN DS@660E ALAN DALE LN 93 85 100 88 Flexible0313-001 REDBUD DR DS@660E ALAN DALE LN CATALPA TRL 88 74 100 87 Flexible0313-002 Page: 53Overview Pavement Condition Report IMS Infrastructure Management Services Page: 54 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # REDBUD DR CATALPA TRL SUMAC DR 85 68 100 86 Flexible0313-003 90 78 100 87Average: Std. Dev. 4 9 0 1 REDHORSE LN KELLY AVE FLINT CREEK LN 91 91 100 78 Flexible0314-001 REDHORSE LN FLINT CREEK LN SOUTH END 85 78 100 75 Flexible0314-002 89 86 100 77Average: Std. Dev. 0 0 0 0 REDWOOD DR OMAHA DR TAUS CIR 89 86 100 76 Flexible0315-001 89 86 100 76Average: Std. Dev. 0 0 0 0 RENA LN ELDAMAIN RD CAROLYN CT 92 99 100 72 Flexible0316-001 RENA LN CAROLYN CT NORTH END 97 93 100 90 Flexible0316-002 94 96 100 81Average: Std. Dev. 0 0 0 0 RICHMOND AVE FAIRFAX WAY COUNTRY HILLS DR 83 68 100 80 Flexible0317-004 83 68 100 80Average: Std. Dev. 0 0 0 0 RIDGE ST CITY LIMIT MAIN ST 97 93 100 90 Flexible0318-001 97 93 100 90Average: Std. Dev. 0 0 0 0 RIDGE ST E MILL ST EAST END 88 75 100 85 Flexible0140-001 88 75 100 85Average: Std. Dev. 0 0 0 0 RIDGE ST W S MAIN ST STATE ST 88 84 100 77 Flexible0390-002 RIDGE ST W STATE ST STATE ST 92 83 100 87 Flexible0390-003 RIDGE ST W STATE ST ADAMS ST 97 97 100 87 Flexible0390-004 RIDGE ST W ADAMS ST MORGAN ST 90 77 100 88 Flexible0390-005 RIDGE ST W MORGAN ST WEST END 91 82 100 86 Flexible0390-006 91 82 100 85Average: Std. Dev. 2 4 0 4 RIVER BIRCH DR EAST END RIVER BIRCH LN 83 82 100 65 Flexible0319-001 RIVER BIRCH DR RIVER BIRCH LN WEST END 82 85 100 59 Flexible0319-002 82 84 100 62Average: Std. Dev. 0 0 0 0 RIVER BIRCH LN WHITE OAK WAY RIVER BIRCH DR 82 84 100 60 Flexible0320-001 82 84 100 60Average: Std. Dev. 0 0 0 0 RIVER ST W CITY LIMIT KING ST 95 97 100 82 Flexible0391-001 Page: 54Overview Pavement Condition Report IMS Infrastructure Management Services Page: 55 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 95 97 100 82Average: Std. Dev. 0 0 0 0 RIVER ST W KING ST CHURCH ST 87 76 100 82 Flexible0391-002 RIVER ST W CHURCH ST S BRIDGE ST 98 97 100 88 Flexible0391-003 92 86 100 85Average: Std. Dev. 0 0 0 0 RODAK CT BENJAMIN ST EAST END 89 82 100 80 Flexible0441-001 89 82 100 80Average: Std. Dev. 0 0 0 0 ROOD ST ALDEN AVE DS@660S ALDEN AVE 83 72 100 76 Flexible0321-001 83 72 100 76Average: Std. Dev. 0 0 0 0 ROOD ST DS@660S ALDEN AVE HENNING LN 85 75 100 78 Flexible0322-001 85 75 100 78Average: Std. Dev. 0 0 0 0 ROSENWINKEL ST GALENA RD DS@660N GALENA RD 87 90 100 69 Flexible0323-001 ROSENWINKEL ST DS@660N GALENA RD DS@1320N GALENA RD 91 100 100 68 Flexible0323-002 ROSENWINKEL ST DS@1320N GALENA RD BERTRAM DR 91 100 100 68 Flexible0323-003 ROSENWINKEL ST BERTRAM DR PIERPONT LN 82 79 100 67 Flexible0323-004 ROSENWINKEL ST PIERPONT LN BRISTOL BAY DR 85 84 100 70 Flexible0323-005 ROSENWINKEL ST BRISTOL BAY DR PLYMOUTH AVE 87 87 100 71 Flexible0323-006 ROSENWINKEL ST PLYMOUTH AVE NORTH END 90 91 100 74 Flexible0323-007 88 91 100 69Average: Std. Dev. 3 8 0 1 ROSENWINKEL ST N BRIDGE ST DS@660E N BRIDGE ST 95 97 100 82 Flexible0324-001 ROSENWINKEL ST DS@660E N BRIDGE ST DS@1320E N BRIDGE ST 93 93 100 81 Flexible0324-002 ROSENWINKEL ST DS@1320E N BRIDGE ST EAST END 94 91 100 84 Flexible0324-003 94 94 100 82Average: Std. Dev. 1 3 0 2 RUBY DR EMERALD LN EAST END 95 88 100 91 Flexible0437-001 95 88 100 91Average: Std. Dev. 0 0 0 0 RYAN CT EAST END CALEDONIA DR 96 100 100 81 Flexible0325-001 Page: 55Overview Pavement Condition Report IMS Infrastructure Management Services Page: 56 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 96 100 100 81Average: Std. Dev. 0 0 0 0 RYAN DR CALEDONIA DR DS@660S CALEDONIA DR 94 95 100 81 Flexible0326-001 RYAN DR DS@660S CALEDONIA DR CALEDONIA DR 96 100 100 81 Flexible0326-002 95 98 100 81Average: Std. Dev. 0 0 0 0 SAGE CT CRIMSON LN WEST END 94 90 100 86 Flexible0330-001 94 90 100 86Average: Std. Dev. 0 0 0 0 SANDERS CT E MAIN ST NORTH END 63 41 100 57 Flexible0331-001 63 41 100 57Average: Std. Dev. 0 0 0 0 SARASOTA AVE BERTRAM DR PENSACOLA ST 88 73 100 87 Flexible0332-001 88 73 100 87Average: Std. Dev. 0 0 0 0 SEELEY ST ALLEGIANCE CROSSING BERRYWOOD LN 78 76 100 59 Flexible0334NEW-001 78 76 100 59Average: Std. Dev. 0 0 0 0 SEQUOIA CIR EAST END SYCAMORE RD 82 73 100 71 Flexible0335-001 82 73 100 71Average: Std. Dev. 0 0 0 0 SHADOW WOOD DR WEST END LAUREN DR 98 100 100 87 Flexible0336-001 SHADOW WOOD DR LAUREN DR PINEWOOD DR 96 97 100 84 Flexible0336-002 SHADOW WOOD DR PINEWOOD DR LONGVIEW DR 98 100 100 85 Flexible0336-003 SHADOW WOOD DR LONGVIEW DR WHEATON AVE 98 100 100 87 Flexible0336-004 97 99 100 85Average: Std. Dev. 1 2 0 2 SHETLAND CT NORTH END SHETLAND LN 97 97 100 87 Flexible0337-001 97 97 100 87Average: Std. Dev. 0 0 0 0 SHETLAND LN SHETLAND CT PRESTWICK LN 95 94 100 85 Flexible0338-001 95 94 100 85Average: Std. Dev. 0 0 0 0 SHOEGER CT SHOEGER DR NORTH END 73 67 100 56 Flexible0339-001 Page: 56Overview Pavement Condition Report IMS Infrastructure Management Services Page: 57 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 73 67 100 56Average: Std. Dev. 0 0 0 0 SHOEGER DR WEST END SHOEGER CT 83 80 100 69 Flexible0340-001 SHOEGER DR SHOEGER CT BRADY ST 72 75 100 46 Flexible0340-002 SHOEGER DR BRADY ST PRESTON DR 72 88 100 33 Flexible0340-003 75 80 100 48Average: Std. Dev. 6 7 0 16 SIENNA DR EMERALD LN LAVENDER WAY 84 82 100 69 Flexible0341-001 SIENNA DR LAVENDER WAY AUTUMN CREEK BLVD 90 93 100 72 Flexible0341-002 88 89 100 71Average: Std. Dev. 0 0 0 0 SLATE CT EMERALD LN EAST END 96 93 100 89 Flexible0436-001 96 93 100 89Average: Std. Dev. 0 0 0 0 SLATE DR LILAC WY EMERALD LN 89 73 100 90 Flexible0435-001 89 73 100 90Average: Std. Dev. 0 0 0 0 SOMONAUK ST E MCHUGH RD DS@660W MCHUGH RD 96 94 100 87 Flexible0141-001 SOMONAUK ST E DS@660W MCHUGH RD FREEMONT ST 97 97 100 87 Flexible0141-002 SOMONAUK ST E FREEMONT ST LIBERTY ST 93 88 100 86 Flexible0141-003 SOMONAUK ST E LIBERTY ST BRISTOL AVE 98 100 100 85 Flexible0141-004 SOMONAUK ST E BRISTOL AVE COLTON ST 96 98 100 84 Flexible0141-005 SOMONAUK ST E COLTON ST W SOMONAUK ST 93 91 100 82 Flexible0141-006 95 94 100 85Average: Std. Dev. 2 5 0 2 SOMONAUK ST W E SOMONAUK ST TOWER LN 95 100 100 78 Flexible0392-001 SOMONAUK ST W TOWER LN CHURCH ST 96 100 100 82 Flexible0392-002 SOMONAUK ST W CHURCH ST KING ST 98 100 100 86 Flexible0392-003 SOMONAUK ST W KING ST WEST ST 98 100 100 85 Flexible0392-004 97 100 100 83Average: Std. Dev. 2 0 0 4 SOMONAUK ST W WEST ST DS@660W WEST ST 92 85 100 85 Flexible0392-005 SOMONAUK ST W DS@660W WEST ST WEST END 87 74 100 85 Flexible0392-006 92 85 100 85Average: Std. Dev. 0 0 0 0 SPICEBUSH CT WALSH DR EAST END 91 89 100 78 Flexible0342-001 Page: 57Overview Pavement Condition Report IMS Infrastructure Management Services Page: 58 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 91 89 100 78Average: Std. Dev. 0 0 0 0 SPRING ST E BRIDGE RD COLTON ST 93 88 100 86 Flexible0142-001 SPRING ST E COLTON ST LIBERTY ST 97 96 100 88 Flexible0142-002 SPRING ST E LIBERTY ST FREEMONT ST 95 88 100 89 Flexible0142-003 SPRING ST E FREEMONT ST DS@660E FREEMONT ST 96 90 100 90 Flexible0142-004 SPRING ST E DS@660E FREEMONT ST MCHUGH RD 95 88 100 91 Flexible0142-005 95 90 100 89Average: Std. Dev. 2 4 0 2 SPRING ST E MCHUGH RD WOODWORTH ST 99 100 100 88 Flexible0142-006 SPRING ST E WOODWORTH ST BRUELL ST 99 100 100 88 Flexible0142-007 SPRING ST E BRUELL ST WACKER DR 95 91 100 88 Flexible0142-008 SPRING ST E WACKER DR TERI LN 99 96 100 92 Flexible0142-009 SPRING ST E TERI LN QUINSEY RD 95 91 100 87 Flexible0142-010 98 96 100 89Average: Std. Dev. 2 4 0 3 SPRING ST E QUINSEY RD OMAHA DR 95 97 100 81 Flexible0142-011 SPRING ST E OMAHA DR AUBURN DR 90 87 100 79 Flexible0142-012 SPRING ST E AUBURN DR GRACE DR 91 91 100 76 Flexible0142-013 SPRING ST E GRACE DR BIRCHWOOD DR 86 81 100 74 Flexible0142-014 SPRING ST E BIRCHWOOD DR DS@660E BIRCHWOOD DR 88 84 100 77 Flexible0142-015 SPRING ST E DS@660E BIRCHWOOD DR DS@1320E BIRCHWOOD DR 90 88 100 78 Flexible0142-016 SPRING ST E DS@1320E BIRCHWOOD DR BIRCHWOOD DR 87 81 100 78 Flexible0142-017 SPRING ST E BIRCHWOOD DR DEERPATH DR 89 87 100 76 Flexible0142-018 SPRING ST E DEERPATH DR CLEARWATER DR 90 88 100 77 Flexible0142-019 SPRING ST E CLEARWATER DR TUMA RD 85 76 100 76 Flexible0142-020 89 86 100 77Average: Std. Dev. 2 4 0 2 SPRING ST W N BRIDGE ST PAVEMENT CHANGE 89 84 100 78 Flexible0393-001 89 84 100 78Average: Std. Dev. 0 0 0 0 SPRING ST W PAVEMENT CHANGE CHURCH ST 93 84 100 88 Flexible0393-002 93 84 100 88Average: Std. Dev. 0 0 0 0 SPRUCE CT WHITE OAK WAY SOUTH END 74 64 100 61 Flexible0343-001 74 64 100 61Average: Std. Dev. 0 0 0 0 SQUIRE CIR GRANDE TRL DS@660W GRANDE 85 77 100 77 Flexible0344-001 Page: 58Overview Pavement Condition Report IMS Infrastructure Management Services Page: 59 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # TRL SQUIRE CIR DS@660W GRANDE TRL DS@1320W GRANDE TRL 85 71 100 81 Flexible0344-002 SQUIRE CIR DS@1320W GRANDE TRL GRANDE TRL 86 74 100 81 Flexible0344-003 85 74 100 80Average: Std. Dev. 1 3 0 2 STATE ST W HYDRAULIC AVE W VAN EMMON ST 79 92 100 45 Flexible0345-001 STATE ST W VAN EMMON ST W MADISON ST 74 80 100 45 Flexible0345-002 STATE ST W MADISON ST W RIDGE ST 84 96 100 54 Flexible0345-003 79 90 100 48Average: Std. Dev. 5 8 0 5 STATE ST W RIDGE ST W FOX ST 97 100 100 83 Flexible0345-004 STATE ST W FOX ST W WASHINGTON ST 98 100 100 85 Flexible0345-005 STATE ST W WASHINGTON ST W ORANGE ST 83 63 100 84 Flexible0345-006 STATE ST W ORANGE ST W DOLPH ST 91 82 100 86 Flexible0345-007 STATE ST W DOLPH ST W BEECHER ST 90 80 100 86 Flexible0345-008 STATE ST W BEECHER ST BLAINE ST 88 71 100 89 Flexible0345-009 92 84 100 85Average: Std. Dev. 6 16 0 2 STILLWATER CT ARROWHEAD DR WEST END 85 77 100 75 Flexible0346-001 85 77 100 75Average: Std. Dev. 0 0 0 0 STONERIDGE CIR COTTONWOOD TRL EAST END 81 76 100 66 Flexible0347-001 81 76 100 66Average: Std. Dev. 0 0 0 0 STONERIDGE CT COTTONWOOD TRL SOUTH END 86 88 100 68 Flexible0348-001 86 88 100 68Average: Std. Dev. 0 0 0 0 STONY CREEK LN POPLAR DR WINDHAM CIR 92 96 100 74 Flexible0349-001 92 96 100 74Average: Std. Dev. 0 0 0 0 STRAWBERRY LN EAST END S CONOVER CT 96 96 100 86 Flexible0350-001 STRAWBERRY LN S CONOVER CT W KENDALL DR 97 97 100 86 Flexible0350-002 96 96 100 86Average: Std. Dev. 0 0 0 0 SUMAC DR TWINLEAF TRL HONEYSUCKLE LN 90 78 100 88 Flexible0351-001 SUMAC DR HONEYSUCKLE LN DS@660S HONEYSUCKLE LN 93 82 100 90 Flexible0351-002 SUMAC DR DS@660S HONEYSUCKLE LN REDBUD DR 91 80 100 88 Flexible0351-003 Page: 59Overview Pavement Condition Report IMS Infrastructure Management Services Page: 60 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 92 80 100 89Average: Std. Dev. 2 2 0 1 SUMAC DR REDBUD DR DS@660S REDBUD DR 94 88 100 88 Flexible0351-004 SUMAC DR DS@660S REDBUD DR ALAN DALE LN 89 73 100 90 Flexible0351-005 92 81 100 89Average: Std. Dev. 0 0 0 0 SUNFLOWER CT WALSH DR EAST END 87 90 100 68 Flexible0352-001 87 90 100 68Average: Std. Dev. 0 0 0 0 SUNNY DELL CT WEST END GREENFIELD TURN 87 90 100 67 Flexible0353-001 87 90 100 67Average: Std. Dev. 0 0 0 0 SUNNY DELL LN GREENFIELD TURN RAINTREE RD 83 84 100 64 Flexible0354-001 83 84 100 64Average: Std. Dev. 0 0 0 0 SUNSET AVE HILLCREST AVE LEISURE ST 99 99 100 89 Flexible0355-001 SUNSET AVE LEISURE ST PLEASURE DR 97 97 100 87 Flexible0355-002 SUNSET AVE PLEASURE DR GEORGEANNA ST 96 96 100 86 Flexible0355-003 SUNSET AVE GEORGEANNA ST SOUTH END 89 76 100 87 Flexible0355-004 95 91 100 87Average: Std. Dev. 5 12 0 1 SUNSET AVE BRISTOL RIDGE RD GRANDE TRL 88 100 100 60 Flexible0356-001 SUNSET AVE GRANDE TRL BRISTOL RIDGE RD 89 100 100 64 Flexible0356-001 89 100 100 62Average: Std. Dev. 0 0 0 0 SUTTON ST SOUTH END FAIRFAX WAY 93 90 100 82 Flexible0357-001 SUTTON ST FAIRFAX WAY WAVERLY CIR 89 90 100 74 Flexible0357-002 SUTTON ST WAVERLY CIR DS@660N WAVERLY CIR 82 77 100 69 Flexible0357-003 SUTTON ST DS@660N WAVERLY CIR DS@1320N WAVERLY CIR 86 85 100 70 Flexible0357-004 SUTTON ST DS@1320N WAVERLY CIR WINDETT RIDGE RD 87 82 100 77 Flexible0357-005 86 84 100 73Average: Std. Dev. 4 6 0 5 SWITCHGRASS LN BLUESTEM DR DS@660S BLUESTEM DR 85 83 100 71 Flexible0358-001 SWITCHGRASS LN DS@660S BLUESTEM DR HAYDEN DR 85 83 100 71 Flexible0358-002 Page: 60Overview Pavement Condition Report IMS Infrastructure Management Services Page: 61 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 85 83 100 71Average: Std. Dev. 0 0 0 0 SYCAMORE RD W VETERANS PKWY DS@660S W VETERANS PKWY 72 78 100 43 Flexible0359-001 SYCAMORE RD DS@660S W VETERANS PKWY JOHN ST 71 78 100 38 Flexible0359-002 72 78 100 42Average: Std. Dev. 0 0 0 0 SYCAMORE RD JOHN ST SEQUOIA CIR 75 72 100 55 Flexible0359-003 SYCAMORE RD SEQUOIA CIR COTTONWOOD TRL 79 77 100 61 Flexible0359-004 SYCAMORE RD COTTONWOOD TRL CITY LIMIT 78 71 100 64 Flexible0359-005 77 74 100 59Average: Std. Dev. 2 3 0 4 TAMPA DR BERTRAM DR PENSACOLA ST 94 100 100 76 Flexible0360-001 94 100 100 76Average: Std. Dev. 0 0 0 0 TAUS CIR REDWOOD DR BLUEJAY DR 89 85 100 77 Flexible0361-001 TAUS CIR BLUEJAY DR DS@660E BLUEJAY DR 89 84 100 78 Flexible0361-002 TAUS CIR DS@660E BLUEJAY DR REDWOOD DR 91 88 100 79 Flexible0361-003 90 85 100 78Average: Std. Dev. 1 2 0 1 TERI LN NORTH END DS@660N SOUTH END 86 66 100 90 Flexible0362-001 TERI LN DS@660N SOUTH END E SPRING ST 91 76 100 91 Flexible0362-002 89 71 100 91Average: Std. Dev. 0 0 0 0 TIMBALIER ST PLYMOUTH AVE DS@660N PLYMOUTH AVE 82 72 100 72 Flexible0363-001 TIMBALIER ST DS@660N PLYMOUTH AVE PLYMOUTH AVE 78 63 100 71 Flexible0363-002 81 69 100 72Average: Std. Dev. 0 0 0 0 TITUS DR AUTUMN CREEK BLVD DS@660S AUTUMN CREEK BLVD 98 99 100 88 Flexible0452-001 TITUS DR DS@660S AUTUMN CREEK BLVD AUTUMN CREEK BLVD 95 91 100 87 Flexible0452-002 96 95 100 87Average: Std. Dev. 0 0 0 0 Page: 61Overview Pavement Condition Report IMS Infrastructure Management Services Page: 62 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # TOMASK CT BENJAMIN ST NORTH END 88 80 100 80 Flexible0444-001 88 80 100 80Average: Std. Dev. 0 0 0 0 TOWER LN W SOMONAUK ST NORTH END 88 77 100 83 Flexible0365-001 88 77 100 83Average: Std. Dev. 0 0 0 0 TREMONT AVE PRAIRIE CROSSING DR COUNTRY HILLS DR 90 79 100 87 Flexible0366-001 TREMONT AVE COUNTRY HILLS DR SOUTH END 89 71 100 91 Flexible0366-002 90 77 100 88Average: Std. Dev. 0 0 0 0 TRILLIUM CT CROOKED CREEK DR EAST END 99 97 100 91 Flexible0367-001 99 97 100 91Average: Std. Dev. 0 0 0 0 TUSCANY TRL MILL RD SHOEGER DR 74 85 100 41 Flexible0370-001 TUSCANY TRL SHOEGER DR CROOKER DR 76 100 100 31 Flexible0370-002 TUSCANY TRL CROOKER DR PRESTON DR 68 77 100 35 Flexible0370-003 TUSCANY TRL PRESTON DR DS@660N PRESTON DR 70 72 100 45 Flexible0370-004 TUSCANY TRL DS@660N PRESTON DR DS@1320N PRESTON DR 79 93 100 46 Flexible0370-005 TUSCANY TRL DS@1320N PRESTON DR CITY LIMIT 73 80 100 44 Flexible0370-006 73 86 100 40Average: Std. Dev. 4 12 0 7 TWINLEAF TRL ALAN DALE LN DS@660E ALAN DALE LN 93 87 100 87 Flexible0371-001 TWINLEAF TRL DS@660E ALAN DALE LN SUMAC DR 91 78 100 89 Flexible0371-002 TWINLEAF TRL SUMAC DR DS@660E SUMAC DR 92 82 100 88 Flexible0371-003 TWINLEAF TRL DS@660E SUMAC DR FAXON RD 95 88 100 89 Flexible0371-004 93 84 100 88Average: Std. Dev. 1 4 0 1 TYLER CREEK CT POPLAR DR NORTH END 87 83 100 74 Flexible0372-001 87 83 100 74Average: Std. Dev. 0 0 0 0 VAN EMMON ST E CITY LIMIT BENJAMIN ST 97 96 100 87 Flexible0143-001 VAN EMMON ST E BENJAMIN ST DS@660W BENJAMIN ST 90 96 100 69 Flexible0143-002 VAN EMMON ST E DS@660W BENJAMIN ST DS@1320W BENJAMIN ST 95 100 100 79 Flexible0143-003 VAN EMMON ST E DS@1320W BENJAMIN ST MILL ST 94 100 100 75 Flexible0143-004 Page: 62Overview Pavement Condition Report IMS Infrastructure Management Services Page: 63 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # VAN EMMON ST E MILL ST HEUSTIS ST 93 100 100 74 Flexible0143-005 93 98 100 76Average: Std. Dev. 3 2 0 7 VAN EMMON ST E HEUSTIS ST S BRIDGE ST 88 100 100 61 Flexible0143-006 88 100 100 61Average: Std. Dev. 0 0 0 0 VAN EMMON ST W S BRIDGE ST PAVEMENT CHANGE 94 99 100 77 Rigid0394-000 94 99 100 77Average: Std. Dev. 0 0 0 0 VAN EMMON ST W PAVEMENT CHANGE S MAIN ST 95 100 100 77 Flexible0394-001 95 100 100 77Average: Std. Dev. 0 0 0 0 VAN EMMON ST W S MAIN ST STATE ST 74 78 100 46 Flexible0394-002 VAN EMMON ST W STATE ST ADAMS ST 87 99 100 58 Flexible0394-003 VAN EMMON ST W ADAMS ST MORGAN ST 88 100 100 60 Flexible0394-004 83 92 100 54Average: Std. Dev. 8 13 0 8 VILLAGE VIEW DR STAGECOACH TRAIL MURFIELD DR 90 90 100 75 Flexible0373-001 VILLAGE VIEW DR MURFIELD DR ST JOSEPH'S WAY 88 86 100 75 Flexible0373-002 VILLAGE VIEW DR ST JOSEPH'S WAY KINGSMILL ST 85 85 100 67 Flexible0373-003 87 86 100 72Average: Std. Dev. 2 2 0 5 VIOLET CT EMERALD LN EAST END 94 87 100 88 Flexible0438-001 94 87 100 88Average: Std. Dev. 0 0 0 0 WACKER DR CITY LIMIT ARROWHEAD DR 92 91 100 80 Flexible0396-001 92 91 100 80Average: Std. Dev. 0 0 0 0 WALNUT ST N BRIDGE ST DS@660E N BRIDGE ST 98 98 100 88 Flexible0397-001 WALNUT ST DS@660E N BRIDGE ST FREEMONT ST 93 86 100 86 Flexible0397-002 97 95 100 88Average: Std. Dev. 0 0 0 0 WALNUT ST FREEMONT ST DS@660E FREEMONT ST 89 90 100 72 Flexible0397-003 WALNUT ST DS@660E FREEMONT ST CITY LIMIT 88 86 100 74 Flexible0397-004 Page: 63Overview Pavement Condition Report IMS Infrastructure Management Services Page: 64 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 89 89 100 72Average: Std. Dev. 0 0 0 0 WALSH CIR WALSH DR COLUMBINE CT 74 59 100 65 Flexible0398-001 WALSH CIR COLUMBINE CT ASTER DR 86 83 100 73 Flexible0398-002 81 73 100 70Average: Std. Dev. 0 0 0 0 WALSH CIR COLUMBINE CT ASTER DR 81 67 100 75 Flexible0399-001 WALSH CIR ASTER DR ASTER DR 85 73 100 79 Flexible0399-002 WALSH CIR ASTER DR ASTER DR 88 94 100 66 Flexible0399-003 WALSH CIR ASTER DR WALSH DR 82 78 100 68 Flexible0399-004 84 75 100 75Average: Std. Dev. 3 9 0 6 WALSH CT WALSH DR WEST END 79 70 100 67 Flexible0400-001 79 70 100 67Average: Std. Dev. 0 0 0 0 WALSH DR STAGECOACH TRAIL WALSH CIR 92 97 100 74 Flexible0401-001 WALSH DR WALSH CIR STAGECOACH TRAIL 93 100 100 74 Flexible0401-001 WALSH DR WALSH CIR COLUMBINE DR 87 91 100 66 Flexible0401-002 WALSH DR COLUMBINE DR WALSH CIR 85 86 100 68 Flexible0401-003 WALSH DR WALSH CIR SUNFLOWER CT 77 73 100 60 Flexible0401-004 WALSH DR SUNFLOWER CT GREEN BRIAR RD 79 75 100 63 Flexible0401-005 87 90 100 69Average: Std. Dev. 6 10 0 6 WALSH DR GREEN BRIAR RD WALSH CT 95 93 100 86 Flexible0401-006 WALSH DR WALSH CT W BARBERRY CIR 87 66 100 91 Flexible0401-007 WALSH DR W BARBERRY CIR HAWTHORNE CT 96 91 100 90 Flexible0401-008 WALSH DR HAWTHORNE CT BUCKTHORN CT 99 96 100 92 Flexible0401-009 WALSH DR BUCKTHORN CT W BARBERRY CIR 99 96 100 92 Flexible0401-010 96 90 100 91Average: Std. Dev. 5 12 0 2 WALSH DR W BARBERRY CIR BURNING BUSH DR 96 91 100 91 Flexible0401-011 WALSH DR BURNING BUSH DR SPICEBUSH CT 98 96 100 89 Flexible0401-012 WALSH DR SPICEBUSH CT E BARBERRY CIR 98 94 100 92 Flexible0401-013 WALSH DR E BARBERRY CIR NORTH END 96 93 100 89 Flexible0401-014 97 93 100 91Average: Std. Dev. 1 2 0 1 WALTER ST MILL ST ILLINI DR 87 88 100 69 Flexible0402-001 87 88 100 69Average: Std. Dev. 0 0 0 0 WARBLER LN COACH RD DS@660N PARKSIDE LN 88 73 100 87 Flexible0403-001 Page: 64Overview Pavement Condition Report IMS Infrastructure Management Services Page: 65 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 88 73 100 87Average: Std. Dev. 0 0 0 0 WARBLER LN DS@660N PARKSIDE LN PARKSIDE LN 89 71 100 91 Flexible0404-001 89 71 100 91Average: Std. Dev. 0 0 0 0 WASHINGTON ST E S BRIDGE ST HEUSTIS ST 93 90 100 83 Flexible0144-001 WASHINGTON ST E HEUSTIS ST MILL ST 90 81 100 85 Flexible0144-002 92 87 100 84Average: Std. Dev. 0 0 0 0 WASHINGTON ST E MILL ST EAST END 84 80 100 70 Flexible0144-003 84 80 100 70Average: Std. Dev. 0 0 0 0 WASHINGTON ST W MORGAN ST WEST END 90 82 100 83 Flexible0395-001 90 82 100 83Average: Std. Dev. 0 0 0 0 WASHINGTON ST W MORGAN ST ADRIAN ST 83 63 100 86 Flexible0395-002 WASHINGTON ST W ADRIAN ST STATE ST 94 86 100 89 Flexible0395-003 WASHINGTON ST W STATE ST S MAIN ST 93 86 100 86 Flexible0395-004 WASHINGTON ST W S MAIN ST S BRIDGE ST 94 90 100 85 Flexible0395-005 91 82 100 86Average: Std. Dev. 5 11 0 2 WAVERLY CIR SUTTON ST SOUTH END 87 89 100 69 Flexible0405-001 87 89 100 69Average: Std. Dev. 0 0 0 0 WEST ST W CENTER ST W SOMONAUK ST 88 73 100 88 Flexible0406-001 88 73 100 88Average: Std. Dev. 0 0 0 0 WESTERN LN NORTHLAND LN CANYON TRL 88 84 100 77 Flexible0407-001 WESTERN LN CANYON TRL DS@660W CANYON TRL 91 93 100 75 Flexible0407-002 WESTERN LN DS@660W CANYON TRL HIGH RIDGE LN 89 89 100 75 Flexible0407-003 WESTERN LN HIGH RIDGE LN IROQOIS LN 87 81 100 77 Flexible0407-004 89 87 100 76Average: Std. Dev. 2 7 0 1 WESTON AVE KINGSMILL ST DS@660S KINGSMILL ST 87 91 100 67 Flexible0408-001 WESTON AVE DS@660S KINGSMILL HAZELTINE WAY 88 90 100 71 Flexible0408-002 Page: 65Overview Pavement Condition Report IMS Infrastructure Management Services Page: 66 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # ST 87 91 100 69Average: Std. Dev. 0 0 0 0 WESTWIND DR CORNERSTONE DR DS@660W CORNERSTONE DR 88 73 100 87 Flexible0409-001 WESTWIND DR DS@660W CORNERSTONE DR CORNERSTONE DR 96 93 100 87 Flexible0409-002 90 78 100 87Average: Std. Dev. 0 0 0 0 WHEATLAND CT HOMESTEAD DR NORTH END 84 81 100 70 Flexible0410-001 84 81 100 70Average: Std. Dev. 0 0 0 0 WHEATON AVE CALEDONIA DR JONATHAN DR 94 91 100 85 Flexible0411-001 WHEATON AVE JONATHAN DR FONTANA DR 98 99 100 86 Flexible0411-002 WHEATON AVE FONTANA DR SHADOW WOOD DR 95 97 100 82 Flexible0411-003 WHEATON AVE SHADOW WOOD DR DS@315S SHADOW WOOD DR 95 100 100 79 Flexible0411-004 95 97 100 83Average: Std. Dev. 2 4 0 3 WHEATON AVE DS@315S SHADOW WOOD DR DS@975S SHADOW WOOD DR 93 99 100 74 Flexible0411-005 WHEATON AVE DS@975S SHADOW WOOD DR DS@1635S SHADOW WOOD DR 80 86 100 53 Flexible0411-006 WHEATON AVE DS@1635S SHADOW WOOD DR COMMERCIAL DR 87 100 100 59 Flexible0411-007 WHEATON AVE COMMERCIAL DR N BRIDGE RD 82 99 100 47 Flexible0411-008 85 96 100 58Average: Std. Dev. 6 7 0 13 WHITE OAK WAY W FOX ST NORWAY CIR 95 91 100 86 Flexible0412-001 95 91 100 86Average: Std. Dev. 0 0 0 0 WHITE OAK WAY NORWAY CIR DS@660E NORWAY CIR 84 87 100 64 Flexible0412-002 WHITE OAK WAY DS@660E NORWAY CIR NORWAY CIR 83 87 100 62 Flexible0412-003 WHITE OAK WAY NORWAY CIR DS@660E NORWAY CIR 82 77 100 68 Flexible0412-004 WHITE OAK WAY DS@660E NORWAY CIR RIVER BIRCH LN 82 81 100 65 Flexible0412-005 WHITE OAK WAY RIVER BIRCH LN SPRUCE CT 74 62 100 62 Flexible0412-006 WHITE OAK WAY SPRUCE CT DS@660E SPRUCE CT 74 73 100 53 Flexible0412-007 WHITE OAK WAY DS@660E SPRUCE CT DS@1320E SPRUCE CT 82 85 100 60 Flexible0412-008 WHITE OAK WAY DS@1320E SPRUCE NORWAY CIR 81 84 100 58 Flexible0412-009 Page: 66Overview Pavement Condition Report IMS Infrastructure Management Services Page: 67 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # CT 80 80 100 61Average: Std. Dev. 4 7 0 6 WHITE PINE CT JOHN ST SOUTH END 88 85 100 75 Flexible0413-001 88 85 100 75Average: Std. Dev. 0 0 0 0 WHITE PLAINS LN HIGH RIDGE LN IROQOIS LN 94 100 100 76 Flexible0414-001 WHITE PLAINS LN IROQOIS LN WEST END 91 91 100 77 Flexible0414-002 93 98 100 76Average: Std. Dev. 0 0 0 0 WHITEKIRK LN PRESTWICK LN CALLANDER TRL 92 84 100 86 Flexible0415-001 WHITEKIRK LN CALLANDER TRL GLENEAGLES LN 94 87 100 88 Flexible0415-002 WHITEKIRK LN GLENEAGLES LN DUNBAR CT 96 94 100 88 Flexible0415-003 WHITEKIRK LN DUNBAR CT CALLANDER TRL 92 84 100 86 Flexible0415-004 WHITEKIRK LN CALLANDER TRL ABERDEEN CT 93 85 100 89 Flexible0415-005 94 87 100 88Average: Std. Dev. 2 5 0 1 WHITEKIRK LN ABERDEEN CT DS@660S ABERDEEN CT 97 94 100 90 Flexible0415-006 97 94 100 90Average: Std. Dev. 0 0 0 0 WILD INDIGO LN BLUESTEM DR DS@660S BLUESTEM DR 90 93 100 72 Flexible0416-001 WILD INDIGO LN DS@660S BLUESTEM DR HAYDEN DR 89 94 100 70 Flexible0416-002 90 93 100 71Average: Std. Dev. 0 0 0 0 WILLOW WAY JOHN ST DS@660N JOHN ST 81 73 100 69 Flexible0417-001 WILLOW WAY DS@660N JOHN ST DS@1320N JOHN ST 78 67 100 69 Flexible0417-002 WILLOW WAY DS@1320N JOHN ST EVERGREEN LN 76 58 100 71 Flexible0417-003 79 68 100 69Average: Std. Dev. 2 6 0 1 WILTON CT KENTSHIRE DR EAST END 94 93 100 83 Flexible0418-001 94 93 100 83Average: Std. Dev. 0 0 0 0 WINDETT RIDGE RD S BRIDGE ST WYTHE PL 92 96 100 75 Flexible0419-001 WINDETT RIDGE RD WYTHE PL CLAREMONT CT 91 92 100 75 Flexible0419-002 WINDETT RIDGE RD CLAREMONT CT SUTTON ST 88 94 100 67 Flexible0419-003 WINDETT RIDGE RD SUTTON ST DRAYTON CT 90 94 100 72 Flexible0419-004 WINDETT RIDGE RD DRAYTON CT WINTERTHUR GRN 88 86 100 75 Flexible0419-005 WINDETT RIDGE RD WINTERTHUR GRN COACH RD 89 89 100 75 Flexible0419-006 Page: 67Overview Pavement Condition Report IMS Infrastructure Management Services Page: 68 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # WINDETT RIDGE RD COACH RD FAIRFAX WAY 94 87 100 88 Flexible0419-007 WINDETT RIDGE RD FAIRFAX WAY DS@660E FAIRFAX WAY 95 91 100 86 Flexible0419-008 WINDETT RIDGE RD DS@660E FAIRFAX WAY FITZHUGH TURN 97 97 100 87 Flexible0419-009 WINDETT RIDGE RD FITZHUGH TURN KENTSHIRE DR 93 85 100 88 Flexible0419-010 92 91 100 79Average: Std. Dev. 3 4 0 8 WINDHAM CIR POPLAR DR WINDHAM CT 89 93 100 69 Flexible0420-001 WINDHAM CIR WINDHAM CT STONY CREEK LN 89 90 100 73 Flexible0420-002 WINDHAM CIR STONY CREEK LN DS@660W STONY CREEK LN 89 91 100 71 Flexible0420-003 WINDHAM CIR DS@660W STONY CREEK LN POPLAR DR 88 85 100 76 Flexible0420-004 89 91 100 71Average: Std. Dev. 0 2 0 2 WINDHAM CT WINDHAM CIR NORTH END 84 87 100 63 Flexible0421-001 84 87 100 63Average: Std. Dev. 0 0 0 0 WING RD STAGECOACH TRAIL DS@660S STAGECOACH TRAIL 82 94 100 50 Flexible0422-001 WING RD DS@660S STAGECOACH TRAIL CITY LIMIT 87 90 100 67 Flexible0422-002 84 92 100 57Average: Std. Dev. 0 0 0 0 WINTERBERRY DR ALAN DALE LN DS@660N ALAN DALE LN 91 81 100 88 Flexible0423-001 WINTERBERRY DR DS@660N ALAN DALE LN FAXON RD 92 83 100 88 Flexible0423-002 91 82 100 88Average: Std. Dev. 0 0 0 0 WINTERTHUR GRN WINDETT RIDGE RD SOUTH END 88 85 100 75 Flexible0424-001 88 85 100 75Average: Std. Dev. 0 0 0 0 WOLF ST DEER ST BADGER ST 89 87 100 75 Flexible0425-001 89 87 100 75Average: Std. Dev. 0 0 0 0 WOOD SAGE AVE CORNERSTONE DR DS@660S CORNERSTONE DR 86 77 100 78 Flexible0426-001 WOOD SAGE AVE DS@660S CORNERSTONE DR GARDEN ST 89 79 100 84 Flexible0426-002 Page: 68Overview Pavement Condition Report IMS Infrastructure Management Services Page: 69 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 87 78 100 80Average: Std. Dev. 0 0 0 0 WOODWORTH ST E SPRING ST DS@660N E SPRING ST 93 87 100 85 Flexible0427-001 WOODWORTH ST DS@660N E SPRING ST E MAIN ST 95 90 100 87 Flexible0427-002 94 88 100 86Average: Std. Dev. 0 0 0 0 WORSLEY ST E MAIN ST SOUTH END 76 85 100 45 Flexible0428-001 76 85 100 45Average: Std. Dev. 0 0 0 0 WREN RD PRAIRIE CROSSING DR GOLDFINCH AVE 92 96 100 75 Flexible0429-001 WREN RD GOLDFINCH AVE DS@660S GOLDFINCH AVE 97 100 100 83 Flexible0429-002 96 99 100 81Average: Std. Dev. 0 0 0 0 WREN RD DS@660S GOLDFINCH AVE MONTROSE CT 89 78 100 86 Flexible0429-003 WREN RD MONTROSE CT PENMAN RD 91 82 100 86 Flexible0429-004 90 80 100 86Average: Std. Dev. 0 0 0 0 WYTHE PL WINDETT RIDGE RD SOUTH END 89 93 100 71 Flexible0430-001 89 93 100 71Average: Std. Dev. 0 0 0 0 YELLOWSTONE LN NORTHLAND LN ALAN DALE LN 81 71 100 71 Flexible0431-001 YELLOWSTONE LN ALAN DALE LN MEADOWVIEW LN 79 71 100 66 Flexible0431-002 80 71 100 69Average: Std. Dev. 0 0 0 0 Page: 69Overview Pavement Condition Report 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 Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number Mayor’s Report #3 Tracking Number CC 2019-59 Employment Agreement Between the City and Bart Olson City Council – September 24, 2019 N / A Majority Approval Approval of a 6-month employment agreement with Bart Olson to serve as City Administrator, subject to the terms and conditions of the agreement. Mayor John Purcell Name Department 1 EMPLOYMENT AGREEMENT This agreement ("Agreement") is made and entered into this ____ day of ________, 2019 (the "Effective Date"), by and between the United City of Yorkville, Illinois, a non-home rule municipal corporation (the "City"), and Bart Olson of Downers Grove, Illinois (the "Employee"). WITNESSETH: WHEREAS, the Mayor of the City, with the advice and consent of the City Council, has determined to employ the services of Employee in the position of "City Administrator"; WHEREAS, it is the desire of the Mayor and City Council (the "Council") to provide certain benefits to establish certain conditions of employment, and to set the working conditions of Employee; and WHEREAS, Employee desires to accept employment as City Administrator of the City under the terms presented herein; NOW THEREFORE, in consideration of the mutual covenants herein contained, the parties agree as follows: SECTION 1: EMPLOYMENT AND DUTIES 1.1 The City agrees to employ and Employee agrees to be employed, on a full-time basis, and devote such additional time and service as necessary to perform all professional services and undertake the responsibilities and duties of City Administrator to fully administer the operation of the City and undertake those other duties and responsibilities as are set forth in City Code, Section 1-6D and as the Mayor and/or Council may, from time to time, require. Employee's duties and responsibilities shall include, but not be limited to: (a) Be responsible to respond to and advise the mayor and aldermen on issues affecting any and all aspects of the City to the best of his ability and competence; (b) Advise and consult with City officers and officials; (c) Advise and consult with the Mayor regarding hiring, assignment, and promotion of employees and; upon approval of the Mayor, terminate, furlough or lay-off employees in departments that report to the City Administrator. (d) Attend all regular and special meetings of the Council, and any Council committee, and sub-committee and boards and commission meetings and hearings as assigned; and attend specific other meetings and bearings at the request of either the Mayor or Council; (e) Keep the Mayor and Council apprised of the status of major projects and activities; subject to applicable State and City laws concerning appropriations, public notices and competitive bidding, Employee shall have the authority to execute on behalf of the City any contracts for goods, materials, services, constructions or improvements authorized by the Council; Red-lined version 2 (f) During Employee's employment with the City, the Employee will not directly or indirectly become affiliated, employed or in any way enter into a contractual relationship for compensated services of any type or character, other than teaching or consulting, without the approval of the Council. SECTION 2: TERM 2.1 The term of this Agreement shall commence upon the execution of the Agreement by both parties and will terminate on May 29, 2020 November 29, 2019 (the "Term"). Employee agrees to remain in the exclusive employ of the City during the Term and, except as provided in Section 1.1(f) of this Agreement until said termination date. 2.2. Nothing in this Agreement shall prevent, limit or otherwise interfere with the right of the Mayor to terminate the services of Employee at any time, subject only to the provisions set forth in Section 3.1 of this Agreement. 2.3 Nothing in this Agreement shall prevent, limit or otherwise interfere with the right of the Employee to resign at any time from his position with the City, subject only to the provision set forth in Section 3.2 of this Agreement. SECTION 3: TERMINATION AND SEVERANCE PAY 3.1 Employee's employment with the City may be terminated by the Mayor at any time (including prior to the expiration of the Term), as provided in 65 ILCS 5/3.1-35-10, in which case this Agreement shall automatically terminate, subject to the following: (a) In the event of a breach of any of the terms or conditions hereof by Employee, employee's employment and this Agreement may be terminated for cause. For purposes of this Agreement, "cause" is further defined as (i) a conviction by any court of competent jurisdiction of a felony, or a Class A or B misdemeanor, (ii) a violation of state statutes or City ordinances, relating to the duties of the City Administrator, or (iii) Employee's failure to follow the official lawful directions of the Mayor, or (iv) Employee’s failure to follow policies as established by the Mayor or Council. If Employee is discharged for cause, Employee shall only receive as compensation the monetary equivalent to Employee's accrued vacation, sick, and personal time and accrued salary to date of termination. Employee shall not be entitled to any Severance Payment (as defined below) if terminated for cause; or (b) The City may terminate Employee's employment and this Agreement without cause during the Term, in which case Employee shall receive, in lieu of any and all other forms or claims for compensation or remuneration, a total severance payment (the "Severance Payment") equal to the monetary equivalent of twenty (20) weeks base salary plus benefits, in addition to any unpaid accrued salary, vacation, personal and sick days. 3.2 If Employee voluntarily resigns, Employee shall only receive compensation for the monetary equivalent of Employee's unpaid accrued base salary to the effective date of resignation, together with accrued but unused vacation, and sick days, as governed by the appropriate sections of the Employee Manual as are in effect at date of resignation. In the event Employee voluntarily resigns Employee's position with the City before expiration of the Term, then Employee shall give the City sixty (60) days notice in advance if Employee has taken a position as a City Administrator in another 3 community, otherwise Employee shall give the City thirty (30) days notice in advance, unless the parties otherwise agree. Notwithstanding the foregoing notices, the City may, at its election, continue to employ Employee during the applicable notice period or request that Employee leave the City's employment immediately or at any time during the applicable notice period. In the event the City elects to terminate Employee's employment immediately, Employee's salary, vacation, personal and sick days will continue to accrue until the end of the applicable notice period. Unless otherwise agreed upon by the parties, Employee shall not be entitled to any Severance Payment if Employee resigns. 3.3 lf this Agreement is not renewed by the City upon expiration of the Term, provided (i) Employee was not terminated with or without cause during the Term, (ii) Employee did not resign during the Term, or (iii) Employee is not employed by or offered employment by the City in a position having responsibilities and compensation substantially similar to those of the City Administrator position upon such expiration, Employee shall receive the Severance Payment, in addition to any unpaid accrued salary, vacation, personal and sick days. 3.4 Any Severance Payment payable to Employee shall be paid bi-weekly in equal payments (or as otherwise consistent with the City's payment practices for other City employees), less all deductions and/or deductions required by law. SECTION 4: COMPENSATION 4.1 The City agrees to pay Employee an annual base salary of $174,836 from November 29, 2019May 14, 2019 through May 29, 2020November 29, 2019 payable biweekly in equal payments (or as otherwise consistent with the City's payment practices for other City employees), less all deductions and/or deductions required by law. 4.2 Employee shall participate in the Illinois Municipal Retirement fund. SECTION 5. VACATION, SICK LEAVE AND HOLIDAYS 5.1 Employee shall accrue, and have credited to his personal account, six (6) weeks vacation leave annually between November 29, 2019n May 14, 2019 and May 29, 2020November 29, 2019. Employee shall be entitled to roll over a maximum of forty (40) hours of vacation per year. Employee shall be allowed to cash out a maximum of forty (40) hours of vacation time per fiscal year, subject to funds available in the City budget, and approval from the Mayor. Employee shall be entitled to payment for all unpaid accrued vacation leave upon his leaving employment with the City. 5.2 Employee shall be entitled to holidays and any personal days off the same as exempt City employees, in general. 5.3 All of the provisions of the Vacation and Sick leave policy within the Employee Manual, with respect to the accrual and use of sick leave shall apply to the Employee. SECTION 6. HEALTH AND LIFE INSURANCE The City agrees to put into force and to make required premium payments to provide Employee with a life insurance policy in the amount of $50,000.00, and the same standard sickness benefits, health and all other benefits as provided to other City Department heads. 4 SECTION 7: DUES AND SUBSCRIPTIONS Employer agrees to budget for and to pay for professional dues and subscriptions of Employee necessary for his continuation and full participation in the International City/County Management Association (ICMA), the Illinois City/County Management Association (ILCMA) and Metro Managers, necessary and desirable for his continued professional participation growth, and advancement, and for the good of the Employer. SECTION 8. PROFESSIONAL DEVELOPMENT The City hereby agrees to pay for reasonable, budgeted travel and subsistence expenses of Employee for a reasonable number of professional and office travel, meetings, and occasions adequate to continue the professional development of Employee and necessary official functions for the City, including, but not limited to, the ICMA Annual conference, the ILCMA Conference, and such other national, regional, state and local governmental groups and committees thereof which Employee serves as a member. Attendance at any conferences, seminars and committees requiring overnight stay other than the ICMA Annual conference and the ILCMA Conference, shall be subject to prior Council approval. SECTION 9. AUTOMOBILE Employee shall receive the same mileage allowance for travel as prescribed in the City’s employee handbook. SECTION 10. TECHNOLOGY EQUIPMENT The Employee shall be responsible for procuring his own cell phone and cellphone plan. SECTION 11. GENERAL EXPENSES The City recognizes that certain expense of a non-personal and generally job affiliated nature are incurred by Employee, and hereby agrees to reimburse such moneys upon receipt of duly executed expense or petty cash vouchers, receipts, statements or personal affidavits and approval by the Council, provided that such expenses have been budgeted. SECTION 12. PERFORMANCE EVALUATION 13.1 Annually, the Mayor and Employee shall define such goals and performance objectives that they determine necessary for the proper operation of the City and in the attainment of the Council's policy objectives, said goals and objectives to be reduced to writing. The Mayor shall review and evaluate Employee's performance of his responsibilities and duties as City Administrator in April of each year of the Term, and shall seek Council advice on the Employee’s performance. The Mayor shall provide the Employee with a summary written statement of the findings of the review and provide an adequate opportunity for the Employee to discuss his evaluation with the Mayor and Council. Following Employee's performance evaluation, Employee may receive a compensation merit increase at the sole discretion of the Mayor. 13.2 In affecting the provisions of this Section, the Mayor, Council and Employee mutually agree to abide by the provisions of applicable law. 5 SECTION 13. NO REDUCTION OF BENEFITS The City shall not at any time during the Term of this Agreement reduce the salary, compensation or other financial benefits of Employee, except to degree of such a reduction across-the- board for all employees of the City. SECTION 14. RESIDENCY The City agrees not to require the Employee to have residence in the City of Yorkville, Illinois. SECTION 15. INDEMNIFICATION The Employee shall be indemnified to the maximum required under State and local law. SECTION 16. BONDING The City shall bear the full cost of any fidelity or other bonds, if any, required of the Employee under any law or ordinance. SECTION 17. OTHER TERMS AND CONDITIONS OF EMPLOYMENT 18.1 The Mayor, in consultation with Employee, shall fix any such other terms and conditions of employment, as it may determine from time to time, relating to the performance of Employee, provided such terms and conditions are not inconsistent with or in conflict with the provisions of this Agreement, the United City of Yorkville, Illinois ordinances or any other law. 18.2 All provisions of the United City of Yorkville, Illinois ordinances and Code, and regulations and rules of the City relating to the vacation, sick leave, retirement and pension system contributions, holidays, and other benefits and working conditions as they now exist or hereafter may be amended, also shall apply to Employee as they would to other employees of the City, in addition to said benefits enumerated specifically for the benefit of Employee except as herein provided. SECTION 18. NOTICES Notices pursuant to this Agreement shall be given by deposit in the custody of the United States Postal Service, postage prepaid, addressed as follows: TO THE CITY: Mayor United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 TO EMPLOYEE: Bart Olson 3715 Sterling Road Downers Grove, IL 60515 6 Alternatively, notices required pursuant to this Agreement may be personally served. Notice shall be deemed given as of the date of personal service or as of the date of deposit of such written notice in the course of transmission in the United States Postal Service. SECTION 20. GENERAL PROVISIONS 20.1 The text herein shall constitute the entire Agreement between the parties. 20.2 This Agreement shall be binding upon and inure to the benefit of the heirs at law and executors of Employee. 20.3 If any provision, or any portion thereof, contained in this Agreement is held unconstitutional, invalid or unenforceable, the remainder of this Agreement, or portion thereof, shall be deemed severable, shall not be affected, and shall remain in full force and effect. 20.4 All amendments or modifications of this Agreement must be in writing and must be signed by each party hereto. IN WITNESS WHEREOF, the City has caused this Agreement to be signed and executed in its behalf by its Mayor, and duly attested by its City Clerk, and the Employee has signed and executed this Agreement, both in duplicate, the day and year first above written. UNITED CITY OF YORKVILLE By: Mayor Attest: City Clerk EMPLOYEE Bart Olson C/53946.1 1 EMPLOYMENT AGREEMENT This agreement ("Agreement") is made and entered into this ____ day of ________, 2019 (the "Effective Date"), by and between the United City of Yorkville, Illinois, a non-home rule municipal corporation (the "City"), and Bart Olson of Downers Grove, Illinois (the "Employee"). WITNESSETH: WHEREAS, the Mayor of the City, with the advice and consent of the City Council, has determined to employ the services of Employee in the position of "City Administrator"; WHEREAS, it is the desire of the Mayor and City Council (the "Council") to provide certain benefits to establish certain conditions of employment, and to set the working conditions of Employee; and WHEREAS, Employee desires to accept employment as City Administrator of the City under the terms presented herein; NOW THEREFORE, in consideration of the mutual covenants herein contained, the parties agree as follows: SECTION 1: EMPLOYMENT AND DUTIES 1.1 The City agrees to employ and Employee agrees to be employed, on a full-time basis, and devote such additional time and service as necessary to perform all professional services and undertake the responsibilities and duties of City Administrator to fully administer the operation of the City and undertake those other duties and responsibilities as are set forth in City Code, Section 1-6D and as the Mayor and/or Council may, from time to time, require. Employee's duties and responsibilities shall include, but not be limited to: (a) Be responsible to respond to and advise the mayor and aldermen on issues affecting any and all aspects of the City to the best of his ability and competence; (b) Advise and consult with City officers and officials; (c) Advise and consult with the Mayor regarding hiring, assignment, and promotion of employees and; upon approval of the Mayor, terminate, furlough or lay-off employees in departments that report to the City Administrator. (d) Attend all regular and special meetings of the Council, and any Council committee, and sub-committee and boards and commission meetings and hearings as assigned; and attend specific other meetings and bearings at the request of either the Mayor or Council; (e) Keep the Mayor and Council apprised of the status of major projects and activities; subject to applicable State and City laws concerning appropriations, public notices and competitive bidding, Employee shall have the authority to execute on behalf of the City any contracts for goods, materials, services, constructions or improvements authorized by the Council; Clean version 2 (f) During Employee's employment with the City, the Employee will not directly or indirectly become affiliated, employed or in any way enter into a contractual relationship for compensated services of any type or character, other than teaching or consulting, without the approval of the Council. SECTION 2: TERM 2.1 The term of this Agreement shall commence upon the execution of the Agreement by both parties and will terminate on May 29, 2020 (the "Term"). Employee agrees to remain in the exclusive employ of the City during the Term and, except as provided in Section 1.1(f) of this Agreement until said termination date. 2.2. Nothing in this Agreement shall prevent, limit or otherwise interfere with the right of the Mayor to terminate the services of Employee at any time, subject only to the provisions set forth in Section 3.1 of this Agreement. 2.3 Nothing in this Agreement shall prevent, limit or otherwise interfere with the right of the Employee to resign at any time from his position with the City, subject only to the provision set forth in Section 3.2 of this Agreement. SECTION 3: TERMINATION AND SEVERANCE PAY 3.1 Employee's employment with the City may be terminated by the Mayor at any time (including prior to the expiration of the Term), as provided in 65 ILCS 5/3.1-35-10, in which case this Agreement shall automatically terminate, subject to the following: (a) In the event of a breach of any of the terms or conditions hereof by Employee, employee's employment and this Agreement may be terminated for cause. For purposes of this Agreement, "cause" is further defined as (i) a conviction by any court of competent jurisdiction of a felony, or a Class A or B misdemeanor, (ii) a violation of state statutes or City ordinances, relating to the duties of the City Administrator, or (iii) Employee's failure to follow the official lawful directions of the Mayor, or (iv) Employee’s failure to follow policies as established by the Mayor or Council. If Employee is discharged for cause, Employee shall only receive as compensation the monetary equivalent to Employee's accrued vacation, sick, and personal time and accrued salary to date of termination. Employee shall not be entitled to any Severance Payment (as defined below) if terminated for cause; or (b) The City may terminate Employee's employment and this Agreement without cause during the Term, in which case Employee shall receive, in lieu of any and all other forms or claims for compensation or remuneration, a total severance payment (the "Severance Payment") equal to the monetary equivalent of twenty (20) weeks base salary plus benefits, in addition to any unpaid accrued salary, vacation, personal and sick days. 3.2 If Employee voluntarily resigns, Employee shall only receive compensation for the monetary equivalent of Employee's unpaid accrued base salary to the effective date of resignation, together with accrued but unused vacation, and sick days, as governed by the appropriate sections of the Employee Manual as are in effect at date of resignation. In the event Employee voluntarily resigns Employee's position with the City before expiration of the Term, then Employee shall give the City sixty (60) days notice in advance if Employee has taken a position as a City Administrator in another 3 community, otherwise Employee shall give the City thirty (30) days notice in advance, unless the parties otherwise agree. Notwithstanding the foregoing notices, the City may, at its election, continue to employ Employee during the applicable notice period or request that Employee leave the City's employment immediately or at any time during the applicable notice period. In the event the City elects to terminate Employee's employment immediately, Employee's salary, vacation, personal and sick days will continue to accrue until the end of the applicable notice period. Unless otherwise agreed upon by the parties, Employee shall not be entitled to any Severance Payment if Employee resigns. 3.3 lf this Agreement is not renewed by the City upon expiration of the Term, provided (i) Employee was not terminated with or without cause during the Term, (ii) Employee did not resign during the Term, or (iii) Employee is not employed by or offered employment by the City in a position having responsibilities and compensation substantially similar to those of the City Administrator position upon such expiration, Employee shall receive the Severance Payment, in addition to any unpaid accrued salary, vacation, personal and sick days. 3.4 Any Severance Payment payable to Employee shall be paid bi-weekly in equal payments (or as otherwise consistent with the City's payment practices for other City employees), less all deductions and/or deductions required by law. SECTION 4: COMPENSATION 4.1 The City agrees to pay Employee an annual base salary of $174,836 from November 29, 2019 through May 29, 2020 payable biweekly in equal payments (or as otherwise consistent with the City's payment practices for other City employees), less all deductions and/or deductions required by law. 4.2 Employee shall participate in the Illinois Municipal Retirement fund. SECTION 5. VACATION, SICK LEAVE AND HOLIDAYS 5.1 Employee shall accrue, and have credited to his personal account, six (6) weeks vacation leave annually between November 29, 2019 and May 29, 2020. Employee shall be entitled to roll over a maximum of forty (40) hours of vacation per year. Employee shall be allowed to cash out a maximum of forty (40) hours of vacation time per fiscal year, subject to funds available in the City budget, and approval from the Mayor. Employee shall be entitled to payment for all unpaid accrued vacation leave upon his leaving employment with the City. 5.2 Employee shall be entitled to holidays and any personal days off the same as exempt City employees, in general. 5.3 All of the provisions of the Vacation and Sick leave policy within the Employee Manual, with respect to the accrual and use of sick leave shall apply to the Employee. SECTION 6. HEALTH AND LIFE INSURANCE The City agrees to put into force and to make required premium payments to provide Employee with a life insurance policy in the amount of $50,000.00, and the same standard sickness benefits, health and all other benefits as provided to other City Department heads. 4 SECTION 7: DUES AND SUBSCRIPTIONS Employer agrees to budget for and to pay for professional dues and subscriptions of Employee necessary for his continuation and full participation in the International City/County Management Association (ICMA), the Illinois City/County Management Association (ILCMA) and Metro Managers, necessary and desirable for his continued professional participation growth, and advancement, and for the good of the Employer. SECTION 8. PROFESSIONAL DEVELOPMENT The City hereby agrees to pay for reasonable, budgeted travel and subsistence expenses of Employee for a reasonable number of professional and office travel, meetings, and occasions adequate to continue the professional development of Employee and necessary official functions for the City, including, but not limited to, the ICMA Annual conference, the ILCMA Conference, and such other national, regional, state and local governmental groups and committees thereof which Employee serves as a member. Attendance at any conferences, seminars and committees requiring overnight stay other than the ICMA Annual conference and the ILCMA Conference, shall be subject to prior Council approval. SECTION 9. AUTOMOBILE Employee shall receive the same mileage allowance for travel as prescribed in the City’s employee handbook. SECTION 10. TECHNOLOGY EQUIPMENT The Employee shall be responsible for procuring his own cell phone and cellphone plan. SECTION 11. GENERAL EXPENSES The City recognizes that certain expense of a non-personal and generally job affiliated nature are incurred by Employee, and hereby agrees to reimburse such moneys upon receipt of duly executed expense or petty cash vouchers, receipts, statements or personal affidavits and approval by the Council, provided that such expenses have been budgeted. SECTION 12. PERFORMANCE EVALUATION 13.1 Annually, the Mayor and Employee shall define such goals and performance objectives that they determine necessary for the proper operation of the City and in the attainment of the Council's policy objectives, said goals and objectives to be reduced to writing. The Mayor shall review and evaluate Employee's performance of his responsibilities and duties as City Administrator in April of each year of the Term, and shall seek Council advice on the Employee’s performance. The Mayor shall provide the Employee with a summary written statement of the findings of the review and provide an adequate opportunity for the Employee to discuss his evaluation with the Mayor and Council. Following Employee's performance evaluation, Employee may receive a compensation merit increase at the sole discretion of the Mayor. 13.2 In affecting the provisions of this Section, the Mayor, Council and Employee mutually agree to abide by the provisions of applicable law. 5 SECTION 13. NO REDUCTION OF BENEFITS The City shall not at any time during the Term of this Agreement reduce the salary, compensation or other financial benefits of Employee, except to degree of such a reduction across-the- board for all employees of the City. SECTION 14. RESIDENCY The City agrees not to require the Employee to have residence in the City of Yorkville, Illinois. SECTION 15. INDEMNIFICATION The Employee shall be indemnified to the maximum required under State and local law. SECTION 16. BONDING The City shall bear the full cost of any fidelity or other bonds, if any, required of the Employee under any law or ordinance. SECTION 17. OTHER TERMS AND CONDITIONS OF EMPLOYMENT 18.1 The Mayor, in consultation with Employee, shall fix any such other terms and conditions of employment, as it may determine from time to time, relating to the performance of Employee, provided such terms and conditions are not inconsistent with or in conflict with the provisions of this Agreement, the United City of Yorkville, Illinois ordinances or any other law. 18.2 All provisions of the United City of Yorkville, Illinois ordinances and Code, and regulations and rules of the City relating to the vacation, sick leave, retirement and pension system contributions, holidays, and other benefits and working conditions as they now exist or hereafter may be amended, also shall apply to Employee as they would to other employees of the City, in addition to said benefits enumerated specifically for the benefit of Employee except as herein provided. SECTION 18. NOTICES Notices pursuant to this Agreement shall be given by deposit in the custody of the United States Postal Service, postage prepaid, addressed as follows: TO THE CITY: Mayor United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 TO EMPLOYEE: Bart Olson 3715 Sterling Road Downers Grove, IL 60515 6 Alternatively, notices required pursuant to this Agreement may be personally served. Notice shall be deemed given as of the date of personal service or as of the date of deposit of such written notice in the course of transmission in the United States Postal Service. SECTION 20. GENERAL PROVISIONS 20.1 The text herein shall constitute the entire Agreement between the parties. 20.2 This Agreement shall be binding upon and inure to the benefit of the heirs at law and executors of Employee. 20.3 If any provision, or any portion thereof, contained in this Agreement is held unconstitutional, invalid or unenforceable, the remainder of this Agreement, or portion thereof, shall be deemed severable, shall not be affected, and shall remain in full force and effect. 20.4 All amendments or modifications of this Agreement must be in writing and must be signed by each party hereto. IN WITNESS WHEREOF, the City has caused this Agreement to be signed and executed in its behalf by its Mayor, and duly attested by its City Clerk, and the Employee has signed and executed this Agreement, both in duplicate, the day and year first above written. UNITED CITY OF YORKVILLE By: Mayor Attest: City Clerk EMPLOYEE Bart Olson C/53946.1 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 Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number Mayor’s Report #4 Tracking Number CC 2019-60 MFT Compliance Review No. 66 for January 1, 2018 – April 30, 2019 City Council – September 24, 2019 Informational See attached. Bart Olson Administration Name Department Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number Mayor’s Report #5 Tracking Number CC 2019-61 Tax on Cannabis City Council – September 24, 2019 Majority Approval Please see attached. Bart Olson Administration Name Department Summary Consideration of an ordinance imposing a 3% sales tax on recreational cannabis sales. Background This item was last discussed by the City Council at the September 10th meeting. At that meeting, the City Council heard from Attorney Orr that the City Council should act affirmatively on permission or prohibition of recreational sales in the City before the end of the calendar year. The zoning ordinance proposal for permission of recreational sales is still being drafted by staff, but should be ready for a discussion at the October 8th City Council meeting, which leaves us with a November PZC public hearing and end of November or early December zoning ordinance approval date. The deadlines for new sales tax authorizations to be filed with the State is October 1st and April 1st. If the City misses the October 1st state filing deadline, a cannabis sales tax would not be imposed until late 2020 (tied to the April 1, 2020 filing deadline). While the City Council will not consider a zoning ordinance for a few more months, we felt it was prudent to immediately take up an ordinance imposing the maximum sales tax under the law. This way, if the zoning ordinance is approved and sales are permitted in City limits, the sales tax can immediately be applied. A 3% sales tax is the maximum amount allowed under law. This 3% sales tax is on top of the City’s normal distributions of sales taxes of 2%. With anticipated sales of between $500,000 and $5,000,000 annually, the City would expect to receive new revenue of approximately $25,000 to $250,000 annually. Recommendation Staff recommends approval of the ordinance. Memorandum To: City Council From: Bart Olson, City Administrator CC: Date: September 17, 2019 Subject: Cannabis taxation ordinance Ordinance No. 2019-____ Page 1 Ordinance No.2019- ______ AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS AMENDING TITLE 3, CHAPTER 2 OF THE CODE OF ORDINANCES OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY IMPOSING MUNICIPAL CANNABIS RETAILERS’ OCCUPATION TAX WHEREAS, the United City of Yorkville, Kendall County, Illinois (the “City”) is a duly organized and validly existing non-home rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of this State; and, WHEREAS, the City is authorized pursuant to the provisions of the Illinois Municipal Cannabis Retailers’ Occupation Tax Law, 65 ILS 5/11-8-22 et seq. (the “Act”) to impose a retail occupation tax not to exceed three percent (3%) on the sale of recreational cannabis; and, WHEREAS, the Mayor and City Council have determined it to be in the best interest of its taxpayers to impose the tax authorized by the act providing for a municipal cannabis retailers’ occupation tax which will be collected by the Illinois Department of Revenue. NOW, THEREFORE, BE IT ORDAINED, by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. That the Yorkville City Code is hereby amended to add the following new section to Title 3, Chapter 2: “3-2-9. Municipal Cannabis Retailers’ Occupation Tax. A. Tax Imposed; Rate. 1. A tax is hereby imposed upon all persons engaged in the business of selling cannabis, other than cannabis purchased under the Compassionate Use of Medical Cannabis Pilot Program Act, a retail in the City at the rate of three percent (3%) of the gross receipts from these sales made in the course of that business. 2. The imposition of this tax is in accordance with the provisions of Sections 8-11-22, of the Illinois Municipal Code (65 ILCS 5/8-11-22). Ordinance No. 2019-____ Page 2 B. Collection of Tax by Retailers. 1. The tax imposed by this Ordinance shall be remitted by such retailer to the Illinois Department of Revenue (Department). Any tax required to be collected pursuant to or as authorized by this Ordinance and any such tax collected by such retailer and required to be remitted to the Department shall constitute a debt owed by the retailer to the State. Retailers may reimburse themselves for their seller’s tax liability hereunder by separately stating that tax as an additional charge which charge may be stated in combination, in a single amount, with any State tax that sellers are required to collect. 2. The taxes hereby imposed, and all civil penalties that may be assessed as an incident thereto, shall be collected and enforced by the Department. The Department shall have full power to administer and enforce the provisions of this article.” Section 2. Severability. If any provision of this Ordinance, or the application of any provision of this Ordinance, is held unconstitutional or otherwise invalid, such occurrence shall not affect other provisions of this Ordinance, or their application, that can be given effect without the unconstitutional or invalid provision of its application. Each unconstitutional or invalid provision, or application of such provision, is severable, unless otherwise provided by this Ordinance. Section 3. Effective Date. This Ordinance shall be in full force and effect from and after its passage and approval and publication as required by law, provided, however, that the tax provided for herein shall take effect for all sales on or after the first day of January 2020. Copies of this Ordinance shall be certified and sent to the Illinois Department of Revenue prior to September 30, 2019. Section 4. This Ordinance shall be in full force and effect upon its passage, approval, and publication as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois, this ____ day of ___________________, A.D. 2019. ______________________________ City Clerk Ordinance No. 2019-____ Page 3 KEN KOCH ________ DAN TRANSIER ________ JACKIE MILSCHEWSKI ________ ARDEN JOE PLOCHER ________ CHRIS FUNKHOUSER ________ JOEL FRIEDERS ________ SEAVER TARULIS ________ JASON PETERSON ________ APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this _____ day of ___________________, A.D. 2019. ____________________________________ Mayor Attest: ______________________________ City Clerk 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 Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number Public Safety Committee #1 Tracking Number PS 2019-29 Surplus Request for the Disposal of Two Police Vehicles and Invitation to Bid Approval City Council – September 24, 2019 PS 09-11-19 Moved forward to City Council agenda PS 2019-29 Majority Approval See Attached Memo Carri Parker, Purchasing Manager Administration Name Department Summary Authorizing the Disposal of Surplus Property Owned by the United City of Yorkville. Background During the budgeting process, staff evaluates its department fleet based on the Fleet Replacement Policy. Staff uses the Vehicle Replacement Evaluation Form to determine if a vehicle should continue its service within the said department or be repurposed or replaced/dispose of. Once the determination is reached to replace or dispose of the vehicle, it is up to the City Council to approve such action. The police department has identified two vehicles that are in need of replacement: 1) Squad 2 is a 2006 Chevrolet Impala LTZ, (last four digits of the vin #0558) with 107,221 miles. This vehicle has always been an administrative vehicle and was last used in early 2019. This vehicle has significant mechanical issues, extensive rust throughout the exterior and the interior is in fair condition. The current auto maintenance vendor for the department, American Tire, and Automotive estimated the total repair costs to be approximately $3,000. Following the Fleet Replacement Policy, this vehicle scores a 38 on the Vehicle Replacement Evaluation Form (Exhibit A). According to the policy, any vehicle that has a score of 28+ points is a high priority for replacement. 2) Squad 7 is a 2011 Ford Crown Victoria, (last four digits of the vin# 2003) with 130,939 miles. This vehicle has been used mostly as a patrol vehicle. Its use included: responding to emergencies causing high acceleration, stopping from a high speed and prolonged idling periods. This vehicle last served as a Community Service Officer vehicle in 2018. This vehicle has mechanical issues and is not currently running. The vehicle also has some rust appearing on its exterior. Following the Fleet Replacement Policy, this vehicle scores a 34 on the Vehicle Replacement Evaluation Form (Exhibit B), according to the policy any vehicle that has a score of 28+ points is a high priority for replacement. Purchasing Manager Parker would like the opportunity to release a sealed bid (Exhibit C) for the sale of these two vehicles individually upon the approval of the surplus disposal. Memorandum To: Public Safety Committee From: Carri Parker, Purchasing Manager James Jenson, Police Chief CC: Bart Olson, City Administrator Date: September 5, 2019 Subject: Surplus Request for the Disposal of Two Police Vehicles and Invitation To Bid the Purchase of City Vehicle(s) 2 | Page Recommendation Staff recommends the City Council approve the surplus disposal authorization and to sell two police vehicles individually through a sealed bid. Should the sealed bid process not be successful, staff requests the authorization for the Purchasing Manager to dispose of the vehicles as needed. Attachments  Resolution  Exhibit A - Vehicle Replacement Evaluation Form – Squad 2  Exhibit B - Vehicle Replacement Evaluation Form – Squad 7  Exhibit C - Invitation To Bid (ITB) the Purchase of a City Vehicle(s) Resolution No. 2019-___ Page 1 Resolution No. 2019-______ A RESOLUTION OF THE UNITED CITY OF YORKVILLE, ILLINOIS, AUTHORIZING THE SALE AND TRANSFER OF PERSONAL PROPERTY OWNED BY THE CITY (Squad Cars) 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, in the opinion of a majority of the Mayor and City Council (the “Corporate Authorities”) of the United City of Yorkville it is no longer necessary, useful to or in the best interests of the United City of Yorkville to retain ownership of the personal property hereinafter described; and, WHEREAS, it has been determined by the Corporate Authorities of the United City of Yorkville to dispose of and transfer ownership of said personal property in the manner described in this Resolution. NOW, THEREFORE, BE IT RESOLVED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois: Section 1: The foregoing recitals are hereby incorporated in this Resolution as findings of the Corporate Authorities. Section 2: Pursuant to Section 11-76-4 of the Illinois Municipal Code (65 ILCS 5/11-76-4), the Mayor and City Council of the United City of Yorkville find that Police Department Squad Cars 2 and 7 owned by the United City of Yorkville, are no longer safe and have serious mechanical issues which would mandate costly repairs and thereafter remain in questionable condition. After review of the results of an evaluation of the current conditions of these vehicles, it has been determined to be in the best interests of the City to sell both vehicles through a sealed bid; provided however, in the event the sale by sealed bids does not occur, the vehicles may be sold in a manner deemed to be in the best interest of the City. Section 3: Pursuant to said Section 11-76-4, the City Administrator is hereby authorized and directed to proceed with the sale of Squad Car 2 and Squad Car 7 by seal bid or such other means as deemed to be in the best interest of the City, disclaiming all warranties and representations of any kind or nature, whether oral or written, express or implied. Section 4. That this Resolution shall be in full force and effect from and after its passage and approval as provided by law. Resolution No. 2019-___ Page 2 Passed by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois this ________ day of ____________________, 2019. KEN KOCH ________ DAN TRANSIER ________ JACKIE MILSCHEWSKI ________ ARDEN JOE PLOCHER ________ CHRIS FUNKHOUSER ________ JOEL FRIEDERS ________ SEAVER TARULIS ________ JASON PETERSON ________ APPROVED: ______________________________ Mayor Attest: ___________________________________ City Clerk Vehicle #Year Make Model Miles Hours Original $in (date) Under 18 points Condition I Life Expectancy 18 - 22 points Condition II Type of Service 23 - 27 points Condition III Department 28+ points Condition IV FACTOR POINTS VEHICLE SCORE AGE 1 8 1 1 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 TOTAL 34 Insert Picture 1 (front view)Insert Picture 2 (drivers side view) Insert Picture 3 (rear view)Insert Picture 4 (passenger side view) 13 3 4 5 1 Each year of chronological age Each 10,000 miles of usage Each 700 hours of usage (priority over miles on heavy duty and off-road equipment) Standard sedans and light pickups MILES / HOURS TYPE OF SERVICE Standard vehicles with the occasional off-road usage RELIABILITY (PM work is not included) MAINTENANCE AND REPAIR COSTS (Accident Repairs not included) CONDITION Crown Vehicles that pull trailers, haul heavy loads, has continued off-road usage, and police administration Any vehicle involved in snow removal Police emergency response vehicles United City of Yorkville Evaluation Form Vehicle Replacement Guideline M7 Victoria 2011 n/a Sale /Auction / Estimated Trade-in $ In shop one time within a three month time period, no major breakdowns or road calls In shop one time within a three month time period, 1 breakdown or road call within a three month period Previous accident damage, poor paint, bad interior, drive train that is damaged or inoperative, major damage from add-on equipment DESCRIPTION Maintenance costs (cumulative total) are ≤ 60% of purchase cost Maintenance costs (cumulative total) are ≥ 61% of purchase cost Good drive train and minor body imperfections (road chips, scratches) Imperfections in body & paint, paint fading & dents, interior fair (no rips, tears, burns), and a good drive train Noticeable imperfections in body and paint surface, some minor rust, minor damage from add-on equipment, worn interior (one or more rips, tears, burns), and a weak or noisy drive train Previous accident damage, poor paint and body condition, rust (holes), bad interior (tears, rips, cracked dash), major damage from add-on equipment, and one drive train component bad In shop more than twice within a one month time period, no major breakdown or road call In shop more than once within one month time period, two or more breakdowns/road calls within the same time period In shop more than twice monthly, two or more breakdowns within one month time period Maintenance costs (cumulative total) are ≤ 10% of purchase cost Maintenance costs (cumulative total) are ≤ 25% of purchase cost Maintenance costs (cumulative total) are ≤ 45% of purchase cost Budgeted Replacement $ YPD CSO Replacement Point Range: High priority replacement Qualifies for replacement Good Excellent Vehicle #Year Make Model Miles Hours Original $in (date) Under 18 points Condition I Life Expectancy 18 - 22 points Condition II Type of Service 23 - 27 points Condition III Department 28+ points Condition IV FACTOR POINTS VEHICLE SCORE AGE 1 13 1 1 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 TOTAL 38 Replacement Point Range: High priority replacement Qualifies for replacement Good Excellent Budgeted Replacement $ YPD admin out of service In shop one time within a three month time period, no major breakdowns or road calls In shop one time within a three month time period, 1 breakdown or road call within a three month period Previous accident damage, poor paint, bad interior, drive train that is damaged or inoperative, major damage from add-on equipment DESCRIPTION Maintenance costs (cumulative total) are ≤ 60% of purchase cost Maintenance costs (cumulative total) are ≥ 61% of purchase cost Good drive train and minor body imperfections (road chips, scratches) Imperfections in body & paint, paint fading & dents, interior fair (no rips, tears, burns), and a good drive train Noticeable imperfections in body and paint surface, some minor rust, minor damage from add-on equipment, worn interior (one or more rips, tears, burns), and a weak or noisy drive train Previous accident damage, poor paint and body condition, rust (holes), bad interior (tears, rips, cracked dash), major damage from add-on equipment, and one drive train component bad In shop more than twice within a one month time period, no major breakdown or road call In shop more than once within one month time period, two or more breakdowns/road calls within the same time period In shop more than twice monthly, two or more breakdowns within one month time period Maintenance costs (cumulative total) are ≤ 10% of purchase cost Maintenance costs (cumulative total) are ≤ 25% of purchase cost Maintenance costs (cumulative total) are ≤ 45% of purchase cost Chevrolet Vehicles that pull trailers, haul heavy loads, has continued off-road usage, and police administration Any vehicle involved in snow removal Police emergency response vehicles United City of Yorkville Evaluation Form Vehicle Replacement Guideline M2 Impala 2006 n/a 21,123.00 Sale /Auction / Estimated Trade-in $ 11 3 5 5 1 Each year of chronological age Each 10,000 miles of usage Each 700 hours of usage (priority over miles on heavy duty and off-road equipment) Standard sedans and light pickups MILES / HOURS TYPE OF SERVICE Standard vehicles with the occasional off-road usage RELIABILITY (PM work is not included) MAINTENANCE AND REPAIR COSTS (Accident Repairs not included) CONDITION Insert Picture 1 (front view)Insert Picture 2 (drivers side view) Insert Picture 3 (rear view)Insert Picture 4 (passenger side view) INVITATION TO BID ON THE SALE OF A CITY VEHICLE(S) Deadline: ________________ LEGAL NOTICE INVITATION FOR BID The United City of Yorkville, Illinois will accept sealed bids for a City Vehicle(s). Sealed bids will be received at the address listed below until _________________. Bids will be publicly opened and read aloud at this time. All proposals should be addressed to: United City of Yorkville Re: (Contractor name) Sealed Bid for City Vehicle(s) Attention: Carri Parker, Purchasing Manager 800 Game Farm Road Yorkville, IL 60560 Bid packets are available online at http://www.yorkville.il.us. The link can be found under the Business Tab-Bids & RFPs. Additional packets may be picked up at the United City of Yorkville City Hall, 800 Game Farm Road, Yorkville, IL 60560. Please contact the Purchasing Manager to schedule a time to pick up the packet. A pre-bid meeting to view the Vehicle(s) for sale will be held on ________________ at _____ local time (weather permitting) at 804 Game Farm Road, Yorkville, IL 60560. Any questions or interpretation request regarding this Legal Notice or actual bid specifications shall be directed to Carri Parker, Purchasing Manager in writing at cparker@yorkville.il.us, not less than ten (10) business days prior to the scheduled bid opening date. The contractor shall at all times observe and conform to all laws, ordinances, and regulations of the Federal, State, and City which may in any manner affect the preparation of bids or the performance of the contract. Carri Parker Purchasing Manager GENERAL CONDITIONS The City is seeking sealed bids for the purchase of a City Vehicle(s). Bidders are required to: 1. Submit a sealed bid, in an envelope marked “City Vehicle(s) Sealed Bid”. Bids must be delivered to the United City of Yorkville, attn. Carri Parker, Purchasing Manager, 800 Game Farm Road, Yorkville, IL 60560 no later than ________ local time on ____________________. No bids received after that date and time will be accepted. Bids will be opened at this time and read out loud. 2. Submission of a bid constitutes acceptance of all terms of this Solicitation, without exception. Bids that reference exceptions to these terms may be rejected by the City. 3. The vehicle(s)s are sold on an “AS IS, WHERE IS” basis to the highest bidder. The high bidder must make arrangements for pick up and removal of vehicle(s) at City Hall. Award shall be made to the highest bidder on a per item or total cost basis. 4. The City reserves the right to review all bids and determine which bid is in the best interests of the City. The City reserves the right to waive bidding, to reject any or all bids, or to contract directly with any party in its sole discretion. The City reserves the right to require strict conformity to these specifications, or to waive any irregularity, in its absolute and sole discretion. 5. All bids shall be accompanied by a certified check in an amount not less than 100% of the total bid price. The certified check of the successful bidder will be retained by the City and applied towards the purchase price. In the event that the successful bidder fails to close on the sale of the vehicle(s) for any reason following bid opening, the bid deposit shall be forfeit to the City as liquidated damages to cover the City’s costs of advertisement and conduct of the bid process. The certified check(s) of all unsuccessful bidders will be returned after the selection of the successful bidder by the City Administrator. 6. Once approved, the successful bidder may be required to execute a bill of sale and a contract acknowledging these terms in writing, at the City’s discretion. 7. The successful bidder shall remove the vehicle(s) from the City premises within two weeks of acceptance of the bidders offer. 8. The successful bidder shall remove the vehicle from the City premises by ________________ once offer is accepted. 9. Bidder must return the following documents: a. Completed and Signed Bid Form b. Cashier’s Check for the full amount of bid c. Completed and signed Bill of Sale Form(s) TIMELINE Process Steps Estimated Date(s) Release of the Invitation To Bid (ITB) Pre-Bid Meeting Bid Due Date Committee Approval City Council Approval Removal of Vehicles Deadline SPECIFICATIONS VEHICLE #1 VEHICLE #2 VIN#: 2G1WU581769360558 MAKE: Chevrolet MODEL: Impala YEAR: 2006 STYLE: Sedan FUEL: Gasoline MILEAGE: 107,221 VIN#: 2FABP7BVXBX102003 MAKE: Ford MODEL: Crown Victoria Police YEAR: 2011 STYLE: Sedan FUEL: Gasoline MILEAGE: 130,939 PRE-BID MEETING The United City of Yorkville will hold a pre-bid meeting to view the vehicle(s) for sale on ______________________________ local time (Weather Permitting) at ___________________________________. BID FORM ______________________________________(buyer name) herein called the Buyer(s), hereby offer(s) and agree(s) to purchase from the United City of Yorkville, a Municipal Corporation, hereinafter called the City, at the price subject to the terms of the Invitation To Bid the following vehicles. VEHICLE #1 VIN#: 2G1WU581769360558 MAKE: Chevrolet MODEL: Impala YEAR: 2006 STYLE: Sedan FUEL: Gasoline MILEAGE: 107,221 Vehicles are sold “AS IS” as described in the Bill Of Sale and the City is not responsible for the property upon acceptance of this Bid. Final sale shall be within fourteen (14) days of acceptance of this agreement, unless otherwise agreed to by the parties. This sale is subject to approval by the City Council, and the City reserves the right to reject any and all offers. Method of Payment: A. Certified Check Payable to the United City of Yorkville $ Print Name of Buyer(s) Address (Street, City, State and Zip Code) Phone Number Signature of Buyer(s) Date BID FORM ______________________________________(buyer name) herein called the Buyer(s), hereby offer(s) and agree(s) to purchase from the United City of Yorkville, a Municipal Corporation, hereinafter called the City, at the price subject to the terms of the Invitation To Bid the following vehicles. VEHICLE #2 VIN#: 2FABP7BVXBX102003 MAKE: Ford MODEL: Crown Victoria Police YEAR: 2011 STYLE: Sedan FUEL: Gasoline MILEAGE: 130,939 Vehicles are sold “AS IS” as described in the Bill Of Sale and the City is not responsible for the property upon acceptance of this Bid. Final sale shall be within fourteen (14) days of acceptance of this agreement, unless otherwise agreed to by the parties. This sale is subject to approval by the City Council, and the City reserves the right to reject any and all offers. Method of Payment: A. Certified Check Payable to the United City of Yorkville $ Print Name of Buyer(s) Address (Street, City, State and Zip Code) Phone Number Signature of Buyer(s) Date BILL OF SALE STATE OF ILLINOIS COUNTY OF KENDALL Seller, the United City of Yorkville, 800 Game Farm Road, Yorkville, Illinois, in consideration of $___________, which has been received, hereby sells and transfers to Buyer, ____________________________________ of _____________________________________________, Illinois Name Address the following motor vehicle: VIN#: 2G1WU581769360558 MAKE: Chevrolet MODEL: Impala YEAR: 2006 STYLE: Sedan FUEL: Gasoline MILEAGE: 107,221 Seller hereby represents and warrants to Buyer that Seller is the absolute owner of said vehicle, that said vehicle is free and clear of all liens, charges and encumbrances, and the Seller has full right, power and authority to sell said vehicle and to make this Bill of Sale. ALL WARRANTIES OF QUALITY, FITNESS, AND MERCHANTABILITY ARE HEREBY EXCLUDED, AND THE BUYER ACCEPTS THE VEHICLE IN ITS PRESENT “AS IS” CONDITION. The Village disclaims all warranties and representations of any kind or nature, whether oral or written, express or implied, concerning the vehicle. The transfer of the vehicle is pursuant to any known or unknown deficiencies or defects of or with respect to the vehicle, and an agreement by the Buyer not to assert any claim and to indemnify and hold harmless the City its officials, employees and agents from any liability resulting from the vehicle. Seller certifies to the best of its knowledge that the odometer reading now reads 108,028 (no tenths) miles and reflects the actual mileage of the vehicle described above. IN WITNESS WHEREOF, Seller has signed this Bill of Sale on this _______ day of __________ 2019. _________________________________________ Print name and title________________________________________________________________ Buyer: _________________________________________ Date: __________________ Print name _________________________________________ ) ) SS ) BILL OF SALE STATE OF ILLINOIS COUNTY OF KENDALL Seller, the United City of Yorkville, 800 Game Farm Road, Yorkville, Illinois, in consideration of $___________, which has been received, hereby sells and transfers to Buyer, ____________________________________ of _____________________________________________, Illinois Name Address the following motor vehicle: VIN#: 2FABP7BVXBX102003 MAKE: Ford MODEL: Crown Victoria Police YEAR: 2011 STYLE: Sedan FUEL: Gasoline MILEAGE: 130,939 Seller hereby represents and warrants to Buyer that Seller is the absolute owner of said vehicle, that said vehicle is free and clear of all liens, charges and encumbrances, and the Seller has full right, power and authority to sell said vehicle and to make this Bill of Sale. ALL WARRANTIES OF QUALITY, FITNESS, AND MERCHANTABILITY ARE HEREBY EXCLUDED, AND THE BUYER ACCEPTS THE VEHICLE IN ITS PRESENT “AS IS” CONDITION. The Village disclaims all warranties and representations of any kind or nature, whether oral or written, express or implied, concerning the vehicle. The transfer of the vehicle is pursuant to any known or unknown deficiencies or defects of or with respect to the vehicle, and an agreement by the Buyer not to assert any claim and to indemnify and hold harmless the City its officials, employees and agents from any liability resulting from the vehicle. Seller certifies to the best of its knowledge that the odometer reading now reads 57,793 (no tenths) miles and reflects the actual mileage of the vehicle described above. IN WITNESS WHEREOF, Seller has signed this Bill of Sale on this _______ day of __________ 2019. _________________________________________ Print name and title________________________________________________________________ Buyer: _________________________________________ Date: __________________ Print name _______________________________________ ) ) SS ) 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 Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number Public Safety Committee #2 Tracking Number PS 2019-30 Surplus Request for the Disposal of City Property City Council – September 24, 2019 PS 09-11-19 Moved forward to City Council agenda. PS 2019-30 Majority Approval See Attached Memo Carri Parker Administration Name Department Summary Authorizing the Disposal of Surplus Property Owned by the United City of Yorkville. Background Throughout the year, the City departments identify items that are in need of replacement as they are broken, outdated or no longer needed to provide public services to the United City of Yorkville. With the approval from the Council, the Purchasing Manager, will then conduct a surplus sale either through sealed bid, auction, online transaction, or donation to a non-profit organization, local taxing district or other shared services municipality or dispose of items as needed. Recently, the police department has cleaned out its storage unit and sally port. During the process, the police department have found many items that are no longer needed, or they are not compatible with current operations. In addition to the clean-out, the police department purchased new radios in FY2019. The old radios are in working condition, however, will not be usable in the future due to the KenCom communication change. Below is a list of the requested items:  Squad Car Cages  Prisoner Seats  Rifle Racks (10 - 20 years old)  Police Mountain Bikes (15 years old minimum)  Crosswalk Signs with Rubber Base  Light Bars  Old In-Car Radios  Hand-Held Radar Unit (from the '70s or '80s)  Panasonic MDTS (old laptops) and Dock / Mounts Pro Vision / Digital Patroller Video Systems  Portable Radios  Control Boxes, Consoles  Radios  Radio Microphones  Batteries  Charging Docks  Charging Cables Recommendation Staff recommends the City Council approve an ordinance declaring the equipment stated above as surplus and direct the Purchasing Manager to conduct a surplus sale either through auction, online transaction, or donation to a non-profit organization, local taxing district or other shared services municipality and dispose of items as needed. Memorandum To: Public Safety Committee From: Carri Parker, Purchasing Manager James Jenson, Police Chief CC: Bart Olson, City Administrator Date: September 5, 2019 Subject: Surplus Request for the Disposal of Police Equipment Resolution No. 2019-___ Page 1 Resolution No. 2019-______ A RESOLUTION OF THE UNITED CITY OF YORKVILLE, ILLINOIS, AUTHORIZING THE SALE AND TRANSFER OF PERSONAL PROPERTY OWNED BY THE CITY (Police Department Equipment) 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, in the opinion of a majority of the Mayor and City Council (the “Corporate Authorities”) of the City it is no longer necessary, useful to or in the best interests of the City to retain ownership of the personal property hereinafter described; and, WHEREAS, it has been determined by the Corporate Authorities that it is in the best interest of the City to dispose of and transfer ownership of said personal property in the manner described in this Resolution. NOW, THEREFORE, BE IT RESOLVED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois: Section 1: The foregoing recitals are hereby incorporated in this Resolution as findings of the Corporate Authorities. Section 2: Pursuant to Section 11-76-4 of the Illinois Municipal Code (65 ILCS 5/11-76-4), the Mayor and City Council of the United City of Yorkville find that certain equipment of the Police Department as itemized on Exhibit A attached hereto (the “Property”) is no longer necessary for the operation of the Department some of which are no longer compatible with other equipment and current operations. After review of these items and an evaluation of their condition, it has been determined to be in the best interests of the City to declare this Property as surplus and proceed to sell as hereinafter set forth. Section 3: Pursuant to said Section 11-76-4, the City Administrator is hereby authorized and directed to proceed with the sale of the Property and conduct a surplus sale by auction, online transaction, or donation, disclaiming all warranties and representations of any kind or nature, whether oral or written, express or implied. Section 4. That this Resolution shall be in full force and effect from and after its passage and approval as provided by law. Resolution No. 2019-___ Page 2 Passed by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois this ________ day of ____________________, 2019. KEN KOCH ________ DAN TRANSIER ________ JACKIE MILSCHEWSKI ________ ARDEN JOE PLOCHER ________ CHRIS FUNKHOUSER ________ JOEL FRIEDERS ________ SEAVER TARULIS ________ JASON PETERSON ________ APPROVED: ______________________________ Mayor Attest: ___________________________________ City Clerk Resolution No. 2019-___ Page 3 Exhibit A EQUIPMENT Squad Car Cages Prisoner Seats Rifle Racks (10-20 years old) Police Mountain Bikes (15 years old minimum) Cross Walk Signs with Rubber Base Light Bars Old In-Car Radios Hand Held Radar Unit (from the 70’s or 80’s) Panasonic MDTS (old laptops) and Dock/Mounts Pro Vision/Digital Patroller Video Systems Portable Radios Control Boxes, Consoles Radios Radio Microphones Batteries Charging Docks Charging Cables 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 Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number Public Safety Committee #3 Tracking Number PS 2019-32 Liquor Code Amendment – Bring Your Own (BYO) City Council – September 24, 2019 PS 9/11/19 Moved forward to City Council agenda. PS 2019-32 Majority Approval Proposed amendment to the liquor code allowing “bring your own” beer and wine service. Lisa Pickering Administration Name Department Summary Review of a further revision to the proposed BYO (bring-your-own beer/wine) ordinance proposal. Background Since the packet materials were published for the September 5th Public Safety Committee meeting (cancelled) and the September 11th Public Safety Committee, staff has continued to receive negative feedback on the BYO ordinance as previously proposed. Based on the negative feedback received, staff has further revised the ordinance to address BYO regarding the specific proposal from Flight Tasting Room and Bottle Shoppe only. The proposed ordinance as further revised would only allow businesses with a Class A-1 liquor license to offer BYO for private events that are held in an area of the business that is not open to the general public. These private events cannot be held more than once per month and a separate BYO license is required. Recommendation Staff recommends approval of the attached revised ordinance. Memorandum To: Public Safety Committee From: Lisa Pickering, City Clerk CC: Bart Olson, City Administrator James Jensen, Chief of Police Date: September 10, 2019 Subject: Liquor Code Amendment – Bring Your Own (BYO) Ordinance No. 2019-____ Page 1 Ordinance No. 2019-_____ AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, AMENDING TITLE 3, CHAPTER 3 OF THE CODE OF ORDINANCES CREATING A NEW LIQUOR LICENSE CLASS AND FEE WHEREAS, the United City of Yorkville, Kendall County, Illinois (the “City”) is a duly organized and validly existing non-home rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and, WHEREAS, pursuant to section 5/4-1 of the Liquor Control Act of 1934, as amended, (235 ILCS 5/1-1 et seq.) the Mayor and City Council have the power to determine the number, kind and classification of liquor licenses and the regulations for the sale of alcoholic beverages; and in addition pursuant to its powers to protect the public’s health, welfare and safety this Ordinance is hereby adopted. NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. That Title 3, Chapter 3, Section 4, Subsection (A)(4) of the Code of Ordinances of the City, as amended, be and is hereby amended by adding the following new classification for a liquor license: “J - Bring Your Own. Authorizes the holder of an A-1 license to allow patrons to bring in their own beer or wine to private events held in an area of the business not open to the general public. Such BYO private events shall not be held more than once per month”. Section 2. That Title 3, Chapter 3, Section 5, Subsection (B)(4) of the Code of Ordinances of the City, as amended, be and is hereby amended by adding the following: J – Bring Your Own ……………………………………………………. $50.00 Section 3. This Ordinance shall be in full force and effect upon its passage, approval, and publication as provided by law. Ordinance No. 2019-____ Page 2 Passed by the City Council of the United City of Yorkville, Kendall County, Illinois, this ____ day of _____________________, 2019. _____________________________ City Clerk KEN KOCH ________ DAN TRANSIER ________ JACKIE MILSCHEWSKI ________ ARDEN JOE PLOCHER ________ CHRIS FUNKHOUSER ________ JOEL FRIEDERS ________ SEAVER TARULIS ________ JASON PETERSON ________ APPROVED: _________________________________ Mayor Attest: _____________________________ City Clerk Summary Review of a change in the BYO (bring-your-own beer/wine) ordinance proposal between the packet materials published for the September 5th Public Safety Committee meeting (cancelled) and the September 11th special Public Safety Committee meeting. Background Since the packet materials were published for the September 5th Public Safety Committee meeting (cancelled) and the Kendall County Record ran an article about the BYO proposal, the staff have heard from a few existing bar and restaurant owners in town. The early feedback from those entities has been negative; they do not want the authority to permit customers to BYO. The first concern raised was that the ordinance as drafted appeared to be mandatory and not permissive – i.e. a customer had the right to BYO and that the ordinance was not clear enough that a bar or restaurant owner could prohibit BYO. While the original ordinance stated BYO “shall be permitted to allow a customer,” we have amended the ordinance to make it more clear that a bar owner may prohibit BYO if they wish. The second concern raised was that the ordinance, even if permissive rather than mandatory, would raise all bar and restaurant owners insurance rates in town. The cause of this is explained as, customers go to a BYO restaurant, become severely intoxicated and then show up to a non-BYO restaurant, where the customer is then the partial-liability of the non-BYO restaurant. The City is contacting insurance agents to confirm this concern, but no responses had been received at time of special meeting packet creation. The third concern raised is general competition. Those establishments that prefer not to allow BYO will be at a competitive disadvantage to those that do allow BYO. We make no proposal to address this concern. Recommendation This memo is an informational item, as an update to Lisa Pickering’s original memo. If additional feedback on the BYO ordinance is received prior to the special Public Safety Committee meeting, it may be distributed via supplemental packet. Additionally, if the only feedback received at the time of the meeting is negative, we could narrowly tailor the BYO ordinance to address Flight Tasting Room’s request only. Memorandum To: City Council From: Bart Olson, City Administrator CC: Date: September 5, 2019 Subject: BYO Ordinance change between meetings Summary Proposed amendment to the liquor code allowing “bring your own” beer and wine service. Background Staff has received a request from Flight Tasting Room and Bottle Shoppe to allow patrons to bring their own bottles of beer into their establishment. To accommodate this request, staff is proposing to add a new liquor license class allowing patrons to “bring their own” beer and wine. The proposed new license class would consist of two parts. The first part is the creation of a Class J: Bring Your Own license class. This new Class J license would allow restaurants that generate more than fifty percent of gross annual revenue from the sale of food to allow their patrons to bring in their own beer or wine onto the premises to be consumed as a complement to the sale of food. The annual license fee is recommended to be set at $250.00. The second part of this new license class would allow current liquor license holders of Class A, BG, or R licenses to allows patrons to bring their own beer or wine on to the licensed premises without the need for an additional liquor license. Proposed Amendments to code 3-3-4(A)(4) Classes of Licenses: J - Bring Your Own. Authorizes the licensee to allow customers to carry their own beer and wine into a “BYO authorized establishment” as defined in this subsection for consumption within that establishment, subject to the conditions in this subsection. a.A Class J license may be issued and held by a restaurant that generates more than fifty percent (50%) of its gross annual revenue from the sale of food. A Class J license shall authorize a restaurant to allow patrons to bring their own beer or wine onto the premises to be consumed as a complement to the sale of food. b.Establishments holding a Class A, BG, or R license shall be permitted to allow patrons to bring in their own beer or wine as provided in this subsection without obtaining an additional license. Memorandum To: Public Safety Committee From: Lisa Pickering, City Clerk CC: Bart Olson, City Administrator James Jensen, Chief of Police Date: August 27, 2019 Subject: Liquor Code Amendment – Bring Your Own (BYO) 3-3-5(B)(4) License Fees J - Bring Your Own - $250.00 Recommendation Staff recommends approval of the attached ordinance. Ordinance No. 2019-____ Page 1 Ordinance No. 2019-_____ AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, AMENDING TITLE 3, CHAPTER 3 OF THE CODE OF ORDINANCES CREATING A NEW LIQUOR LICENSE CLASS AND FEE WHEREAS, the United City of Yorkville, Kendall County, Illinois (the “City”) is a duly organized and validly existing non-home rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and, WHEREAS, pursuant to section 5/4-1 of the Liquor Control Act of 1934, as amended, (235 ILCS 5/1-1 et seq.) the Mayor and City Council have the power to determine the number, kind and classification of liquor licenses and the regulations for the sale of alcoholic beverages; and in addition pursuant to its powers to protect the public’s health, welfare and safety this Ordinance is hereby adopted. NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. That Title 3, Chapter 3, Section 4, Subsection (A)(4) of the Code of Ordinances of the City, as amended, be and is hereby amended by adding the following new classification for a liquor license: “J - Bring Your Own. Authorizes the licensee to allow customers to carry their own beer and wine into a “BYO authorized establishment” as defined in this subsection for consumption within that establishment, subject to the conditions in this subsection. a.A Class J license may be issued and held by a restaurant that generates more than fifty percent (50%) of its gross annual revenue from the sale of food. A Class J license shall authorize a restaurant to allow patrons to bring their own beer or wine onto the premises to be consumed as a complement to the sale of food. b.Establishments holding a Class A, BG, or R license shall be permitted to allow may permit patrons to bring in their own beer or wine as provided in this subsection without obtaining an additional license but only if the licensee so desires.” Revised draft red-lined ordinance Public Safety - 9/11/19 Ordinance No. 2019-____ Page 2 Section 2. That Title 3, Chapter 3, Section 5, Subsection (B)(4) of the Code of Ordinances of the City, as amended, be and is hereby amended by adding the following: J – Bring Your Own ……………………………………………………. $250.00 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 _____________________, 2019. _____________________________ City Clerk KEN KOCH ________ DAN TRANSIER ________ JACKIE MILSCHEWSKI ________ ARDEN JOE PLOCHER ________ CHRIS FUNKHOUSER ________ JOEL FRIEDERS ________ SEAVER TARULIS ________ JASON PETERSON ________ APPROVED: _________________________________ Mayor Attest: _____________________________ City Clerk Ordinance No. 2019-____ Page 1 Ordinance No. 2019-_____ AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, AMENDING TITLE 3, CHAPTER 3 OF THE CODE OF ORDINANCES CREATING A NEW LIQUOR LICENSE CLASS AND FEE WHEREAS, the United City of Yorkville, Kendall County, Illinois (the “City”) is a duly organized and validly existing non-home rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and, WHEREAS, pursuant to section 5/4-1 of the Liquor Control Act of 1934, as amended, (235 ILCS 5/1-1 et seq.) the Mayor and City Council have the power to determine the number, kind and classification of liquor licenses and the regulations for the sale of alcoholic beverages; and in addition pursuant to its powers to protect the public’s health, welfare and safety this Ordinance is hereby adopted. NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. That Title 3, Chapter 3, Section 4, Subsection (A)(4) of the Code of Ordinances of the City, as amended, be and is hereby amended by adding the following new classification for a liquor license: “J - Bring Your Own. Authorizes the licensee to allow customers to carry their own beer and wine into a “BYO authorized establishment” as defined in this subsection for consumption within that establishment, subject to the conditions in this subsection. a.A Class J license may be issued and held by a restaurant that generates more than fifty percent (50%) of its gross annual revenue from the sale of food. A Class J license shall authorize a restaurant to allow patrons to bring their own beer or wine onto the premises to be consumed as a complement to the sale of food. b.Establishments holding a Class A, BG, or R license shall be permitted to allow patrons to bring in their own beer or wine as provided in this subsection without obtaining an additional license.” Proposed draft ordinance Public Safety packet - 9/5/19 Ordinance No. 2019-____ Page 2 Section 2. That Title 3, Chapter 3, Section 5, Subsection (B)(4) of the Code of Ordinances of the City, as amended, be and is hereby amended by adding the following: J – Bring Your Own ……………………………………………………. $250.00 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 _____________________, 2019. _____________________________ City Clerk KEN KOCH ________ DAN TRANSIER ________ JACKIE MILSCHEWSKI ________ ARDEN JOE PLOCHER ________ CHRIS FUNKHOUSER ________ JOEL FRIEDERS ________ SEAVER TARULIS ________ JASON PETERSON ________ APPROVED: _________________________________ Mayor Attest: _____________________________ City Clerk 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 Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number Administration Committee #1 Tracking Number ADM 2019-32 Nepotism Policy City Council – September 24, 2019 ADM 09-18-19 Moved forward to City Council agenda. ADM 2019-32 Majority Approval See attached memo. Bart Olson Administration Name Department Summary Revising Section 2.19 Nepotism Policy to the Employee Manual. Background In June 2019 the City Council approved an amendment to Section 2.19 Nepotism Policy to reflect the need to address items on a case-by-case basis. The need to apply rules consistently was also added to the language of this section and to not promote favoritism. At the June 25th City Council meeting Alderman Funkhouser also raised an issue for discussion, where a relative of an elected official had been prohibited from being considered for a part-time recreational instructor position. This issue was discussed at the August 21st Administration Committee where staff was directed to provide for relatives to work with elected or current employees if that work was 200 hours or less. That change is reflected in the attached red-lined version of the policy. Recommendation Staff recommends amending Section 2.19 Nepotism Policy as outlined in the attached red-lined version of the City of Yorkville Employee Manual. Memorandum To: Administration Committee From: Erin Willrett, Assistant City Administrator CC: Bart Olson, City Administrator Date: September 19, 2019 Subject: Revising Section 2.19 Nepotism, United City of Yorkville Employee Manual Resolution No. 2019-___ Page 1 Resolution No. 2019-_____ A RESOLUTION OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, APPROVING AN AMENDMENT TO THE UNITED CITY OF YORKVILLE EMPLOYEE MANUAL WHEREAS, the United City of Yorkville, Kendall County, Illinois (the “City”) is a duly organized and validly existing non home-rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of this State; and, WHEREAS, the City desires to amend the portion of its Employee Manual which addresses the Lodging, Travel and Meal Policy in order to maintain a consistent policy; and, WHEREAS, it has been determined to be in the best interests of the City to amend Section 2.19 of the Employee Manual, in the form attached hereto in Exhibit “A”. NOW, THEREFORE, BE IT RESOLVED, by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois that Section 2.19 of the United City of Yorkville Employee Manual is hereby amended by deleted in its entirety and replacing said Section set forth on Exhibit “A” attached hereto and incorporated herein are hereby adopted. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this _____ day of ___________________, 2019. ______________________________ City Clerk KEN KOCH ________ DAN TRANSIER ________ JACKIE MILSCHEWSKI ________ ARDEN JOE PLOCHER ________ CHRIS FUNKHOUSER ________ JOEL FRIEDERS ________ SEAVER TARULIS ________ JASON PETERSON ________ Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this _____ day of ___________________, 2019. ______________________________ MAYOR Resolution No. 2019-___ Page 2 Attest: ____________________________ City Clerk Section 2.19 Nepotism Section 2.19.1 Prohibition on Employing the Spouse/Relatives of Department Heads/Elected Officials/Paid Appointed Officers (Anti-Nepotism) a. It shall be the policy of the City that it shall not employ a person that will work more than 200 hours in a calendar year, the spouse or a relative of the following Department Heads, Elected Officials, or Paid Appointed Officers: Mayor, Aldermen, Clerk, Treasurer, City Administrator, Chief of Police, Director of Parks and Recreation, Director of Finance, City Engineer, Director of Public Works, Community Development Director, Building and Zoning Officer, and City Attorney. For this purpose, a relative is deemed to mean a spouse/ parents, grandparents, children or grandchildren, siblings, aunts, uncles, nieces, nephews, in-laws, and step relatives within the same categories. b. This policy restricting employment of certain spouses and relatives shall not apply to any prohibited relationships existing on the date of passage of this provision. These issues will be addressed on a case-by-case basis and will be applied consistently without regard to marital or familial status. Section 2.19.2 Spouse/Relatives of Department Heads/Elected Officials a. The employment of a spouse or a relative of any Department Head or elected official may be subject to a confidentiality disclosure agreement or conflict of interest agreement as deemed necessary by the City Attorney. For this purpose, a relative is deemed to mean a spouse, parents, grandparents, children or grandchildren, siblings, aunts, uncles, nieces, nephews, in-laws, and step relatives within these categories. b. This policy is intended to comply with the requirements of all applicable federal, state, and local laws. c. These issues will be addressed on a case-by-case basis. Section 2.19.3 Relatives of All Employees a. The purpose of this policy is to establish consistent guidelines concerning the employment of relatives of employees of the City. Relative is deemed to mean a spouse, parents, grandparents, children or grandchildren, siblings, aunts and uncles, in-laws and step-relatives, within these categories. It is the policy of the City to provide all employees with equal employment opportunities for career advancement without fear of favoritism or penalty, actual or implied, based on family relations. b. The employment of a relative of any full-time City employee, in a full or part-time position, is prohibited if such employment shall cause the new employee to come under direct supervision of or provide direct supervision to the related full-time employee. c. Full-time City employees will not be considered for promotion or transfer if such change shall cause the employee to come under, or to provide direct supervision to a related City employee. d. If employees in a supervisory relationship become related after employment, every effort will be made to transfer one of the employees to a position where no supervisory relationship exists. If neither employee volunteers to transfer, the City Administrator will arrange an involuntary transfer at his or her discretion. Transfer decisions may be based on, but are not limited to, such factors as the grade of each affected employee's position, the availability of openings for which the affected employees are qualified, and the availability of replacement candidates for the affected employees' positions. e. This policy is intended to comply with the requirements of all applicable federal, state and local laws. f. The Mayor or his designee is responsible for the coordination, administration and implementation of the provisions of this policy as approved by the City Council. Prior to the application of this policy regarding employment or transfer decisions with respect to spouses, supervisors must contact the Mayor to ensure compliance with applicable federal, state and local laws.   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 Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number Administration Committee #2 Tracking Number ADM 2019-50 Monthly Treasurer’s Report for August 2019 City Council – September 24, 2019 ADM 09-18-19 Moved forward to City Council agenda. ADM 2019-50 Majority Approval Rob Fredrickson Finance Name Department Beginning Fund Balance August Revenues YTD Revenues Revenue Budget % of Budget August Expenses YTD Expenses Expense Budget % of Budget Projected Ending Fund Balance General Fund01 - General 6,879,823$ 1,339,463$ 6,332,613$ 16,469,238$ 38% 1,057,166$ 4,757,844$ 16,719,238$ 28% 8,454,592$ Special Revenue Funds15 - Motor Fuel Tax 635,382 71,208 190,867 534,904 36% 6,149 492,299 718,788 68% 333,950 79 - Parks and Recreation 452,914 168,004 851,327 2,244,988 38% 215,942 816,010 2,343,405 35% 488,231 72 - Land Cash 211,832 4,380 418,137 58,435 716% 5,035 5,035 104,850 5% 624,934 87 - Countryside TIF (422,459) 31,741 96,993 232,318 42% 1,068 56,673 923,808 6% (382,139) 88 - Downtown TIF (1,024,518) 2,477 42,384 80,000 53% 3,415 232,168 426,484 54% (1,214,302) 89 - Downtown TIF II (2,736) 373 12,520 - 0% 1,387 2,139 35,000 6% 7,645 11 - Fox Hill SSA 10,485 370 7,505 13,381 56% 1,202 3,559 30,977 11% 14,430 12 - Sunflower SSA (22,626) 322 9,532 18,140 53% 1,059 5,334 13,977 38% (18,429) Debt Service Fund42 - Debt Service - 27,863 112,252 324,025 35% 475 17,250 324,025 5% 95,002 Capital Project Funds25 - Vehicle & Equipment 496,042 8,945 74,220 161,112 46% 6,939 40,410 516,470 8% 529,852 23 - City-Wide Capital 629,429 148,246 424,170 4,172,029 10% 146,019 362,108 4,798,408 8% 691,490 Enterprise Funds *51 - Water 3,533,027 765,223 1,654,323 4,699,931 35% 454,939 1,033,152 5,770,144 18% 4,154,198 *52 - Sewer 1,110,251 298,290 749,121 2,149,679 35% 96,654 392,919 2,538,097 15% 1,466,454 Library Funds82 - Library Operations 554,271 60,044 868,382 1,576,751 55% 59,226 336,058 1,620,345 21% 1,086,595 84 - Library Capital 83,260 2,862 24,559 50,100 49% 2,867 9,516 75,500 13% 98,303 Total Funds 13,124,377$ 2,929,811$ 11,868,903$ 32,785,031$ 36% 2,059,541$ 8,562,475$ 36,959,516$ 23% 16,430,805$ * Fund Balance EquivalencyRob Fredrickson, Finance Director/TreasurerUNITED CITY OF YORKVILLE TREASURER'S REPORT - for the month ending August 31, 2019Cash BasisAs Treasurer of the United City of Yorkville, I hereby attest, to the best of my knowledge, that the information contained in this Treasurer's Report is accurate as of the date detailed herein. Further information is available in the Finance Department. 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: Majority Council Action Requested: Submitted by: Agenda Item Notes: See attached memorandum. Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number Planning and Zoning Commission #1 Tracking Number PZC 2019-16 and EDC 2019-38 2018 Building Code Update City Council – September 24, 2019 7/26/2011 Approval of 2009 International Codes EDC 2011-20 Approval Approval of proposed update to the city’s current 2009 International Code series to the 2018 International Code series. Krysti J. Barksdale-Noble Community Development Name Department Summary As the City Council may recall, the City of Yorkville last adopted the 2009 International Code Council cycle of building codes on July 26, 2011. This Code update replaced the 2000 International Code Council cycle that was previously in place. The 2009 Codes were amended to better serve the growing community’s needs. Attached is a detailed memo of each code in the 2018 series and the proposed amendments, if any, as prepared by staff. A copy of the current building code ordinance is also included in the packet for comparison to the newly proposed amendments. Background The 2018 International Codes represent the most current building standards available for adoption. City staff working in conjunction with our consultants from Building and Fire Code Academy has recommended some amendments to the Code to insure they meet the needs of our community and maintain the cohesiveness of the Codes with nearby communities. The amended Codes for the Committees consideration are the: Current Code Proposed Code 2009 International Building Code 2018 International Building Code 2009 International Residential Code 2018 International Residential Code 2009 International Mechanical Code 2018 International Mechanical Code 2009 International Property Maintenance Code 2018 International Property Maintenance Code 2009 International Fire Code 2018 International Fire Code 2009 International Fuel Gas Code 2018 International Fuel Gas Code 2009 Existing Building Code 2018 Existing Building Code Illinois State Accessibility Code Illinois State Accessibility Code 2014 Illinois State Plumbing Code 2014 Illinois State Plumbing Code 2008 National Electric Code 2017 Nation Electric Code 2018 International Energy Code 2018 International Energy Code 2018 International Swimming Pool and Spa Code Memorandum To: Yorkville City Council From: Peter Ratos Building Code Official CC: Bart Olson, City Administrator Date: September 4, 2019 Subject: 2018 ICC Building Code Update – Proposed Recommendations Community Outreach In order to ensure that every member of our community has a chance to participate in this process and provide staff with input, a webpage on the City’s website was created to provide a single source of information regarding the adoption process and document resources located at https://www.yorkville.il.us/692/2018-ICC-Building-Code-Adoption-Process. In addition, staff has also distributed a digital flyer to all the contractors that regularly work within the City of Yorkville. A hardcopy newsletter has also been available at the front counter of the Building Department accessible to residents who drop off/pick up building related permits. Social media posts and press releases of upcoming meetings and open house have also been provided to the public. In addition, the City Building Department held an open house on June 13, 2019 in order to facilitate a dialog between the building community, residents and the Building Department staff. The purpose of the community outreach is to solicit comments, propose revisions and ask questions regarding the proposed code adoption. Feedback has been submitted via a standard form available on the website and accepted by the Building Department. This will continue until late August, just before formal City Council consideration. Committee Meetings The 2018 Building Code update was brought before the Economic Development Committee on April 2, 2019 and May 7, 2019. After reviewing the changes and amendments to the Code the recommendation was made to advance the proposal to the Planning and Zoning Committee. On August 14, 2019 the Planning and Zoning Committee held the public hearing for the Code update and unanimously approved the 2018 Building Code update in total. Comments of Concern During the process, staff received several comments concerning some of the requirements in the 2018 ICC Code cycle. The two most prevalent questions we received have been provided below along with the answers to the questions. 1. Does the 2018 Code require a design professional to stamp and seal residential home plans? a. The 2018 Code states the City “may require” a design professional to stamp and seal residential home plans. After reviewing the Code with the City Attorney, it was determined that the City would need to pass an ordinance in order to require design sealed documents. Staff is not proposing to pass an ordinance requiring designed sealed documents for residential homes. 2. Does the 2018 Code require sod to be used on new buildings? a. There is no code that would require sod on any new building in the 2018 ICC Codes. Schedule Below is the tentative meeting schedule for the 2018 ICC Building Code Update adoption process: DATE MEETING DESCRIPTION September 10, 2019 City Council First reading of 2018 Code with amendments adoption ordinance. September 24, 2019 City Council Final determination on adoption ordinance. Exempt Areas In the past, the City has had many areas that were being held to differing editions of the International Building Codes. At this time most of the code locks have expired or the subdivision has been built out. The remaining developments with viable code locks are the Ashley Point (former Prestwick) and Raintree Subdivisions, both located along Route 126. Ashley Point will continue to be locked into the 2009 International Codes until the expiration of the agreement on October 28, 2023 and Raintree will allow the 2009 International Codes until its expiration on April 23, 2029. With these two (2) exceptions, the proposed Code would be applicable to the entire community and help eliminate confusion as to what building requirements would apply in each area of the City. However, the City Council may elect, on a case-by-case basis, to lock or extend building code locks in the future for new annexations and amendments to existing annexation agreements. Recommendations Staff is seeking approval from the City Council regarding the proposed adoption of the 2018 International Codes and the proposed amendments to that Code. It is the belief of the City staff that this update is necessary to maintain the high level of safety and quality in construction within the City of Yorkville. 1 Background: In May, of 2018, the United City of Yorkville’s Building and Community Development Departments began the process of thoroughly reviewing and analyzing our current building code ordinance. In June 2018, the City contracted with Building and Fire Code Construction Code Services Inc. (B&F), a third-party consultant in all building code related issues, to aid in the process. Over the course of several months recommendations for amendments to the 2018 International Code Council (ICC) series of nationally recognized building codes were prepared, which included provisions for new and existing buildings, residential structures, fire prevention, mechanical, fuel gas and property maintenance; along with the Illinois State Plumbing, Illinois Energy Conservation and the National Fire Protection Association electrical codes. This 2018 edition of the International Codes (I-Codes) published by the ICC is fully compatible across disciplines and is strongly encouraged to be used collectively to ensure consistency in the application of the provisions. Until now, the City enforced the construction standards under the 2009 International Code Council (ICC) series which were adopted by Yorkville on July 26, 2011. Since that time, however, there have been three (3) cycles of updates to the code series occurring in the years 2012, 2015, and most recently in 2018. After review of the 2018 ICC series and the proposal of amendments prepared by B&F, it is our belief that these codes and standards are a comprehensive, coordinated and necessary tool in regulating the built environment within our city. In addition to protecting our residents’ safety and ensuring that the most effective construction methods are utilized during construction, adopting the most up-to-date code editions allows the city to achieve high ratings with the Insurance Service Office (ISO). These high ratings can translate into discounted insurance premiums for new residential and commercial construction in Yorkville. Below is a summary of each of the eleven (11) codes that were reviewed and recommended for adoption with amendments by the Building Department and or consultants. Related supplemental materials, including significant changes to the codes from previous editions considered during the deliberation, have also been attached for your reference. 1. INTERNATIONAL FUEL GAS CODE® (2018) Summary The International Fuel Gas Code (IFGC) generally pertains to the design and installation of natural gas piping systems, equipment that utilize fuel gas, gaseous hydrogen systems and related compressed gas equipment such as appliances. Other provisions in this code relate to approved materials, components, fabrication, testing, inspection, operation and maintenance of fuel gas systems, with specific criteria given for such appliances as chimney, furnaces, boilers, water heaters, room heaters and clothes dryers. This code also references the 2018 International Mechanical Code, 2018 International Building Code and 2018 International Fire Code. Memorandum To: Yorkville City Council From: Peter Ratos, Building Code Official Krysti Barksdale-Noble, Community Development Director CC: Bart Olson, City Administrator Date: September 4, 2019 Subject: 2018 ICC Building Code Update - Proposed Recommendations 2 Amendment Recommendations The Building Department recommends adopting the IFGC 2018 with the following amendments: Fuel Gas Code Amendments 1. Section 109.1 Add the following: The Planning and Zoning Commission shall function as the Building Board of Appeals. 2. Delete in their entirety 109.2 – 109.7 3. Section 502.6 shall be amended by adding the following: B Vent Support shall be provided at a minimum of every five (5) feet with no screw penetrations unless specifically permitted by the vent manufacturer. 4. Adopt appendices A, B, C 5. Chapter 8 Referenced Standards – ICC Delete all references to the International Plumbing Code. Staff Comments The Deletion of section 109.2 – 109.7 allows the Planning and Zoning Commission to act as the Building Board of Appels. 2. ILLINOIS ENERGY CONSERVATION CODE (2018) Summary The IECC is designed to help protect the environment and reduce energy consumption. The goals of this statewide policy are to cut pollution, moderate peak energy demand, better assure the reliability of energy supplies and stabilize energy costs. In 2006, the Energy Efficient Commercial Building Act was amended to include residential buildings and is now referred to as the Energy Efficient Building Act. The new requirements for residential buildings became effective on January 29, 2018. Under the new law, design and construction professionals are required to follow the latest published edition of the International Energy Conservation Code which is currently the 2018 International Energy Conservation Code and the American Society of Heating, Refrigeration and Air-conditioning Engineers (ASHRAE) Standard 90.1. Although local governments may adopt stricter energy conservation Laws for commercial buildings, local governments may not adopt or regulate energy conservation standards either less or more stringent than the Illinois Energy Conservation Code for residential buildings. Amendment Recommendations City staff recommends adopting the Illinois Energy Conservation Code (2018) without amendments. Staff Comments Per Illinois law, adoption of the 2018 Energy Conservation Code is mandatory statewide and must be adopted in order for the City of Yorkville to be in compliance. 3 3. INTERNATIONAL MECHANICAL CODE® (2018) Summary The International Mechanical Code (IMC) is modeled to regulate the design and installation of mechanical systems such as appliances, appliance venting, duct and ventilation systems, combustion air, hydronic systems (hot-water heaters/radiators) and solar systems. The standards imposed by the IMC also protect those that install, maintain, service and replace these mechanical systems and appliances. Amendment Recommendations 1. Section 109.1 Add the following: The Planning and Zoning Commission shall function as the Building Board of Appeals. 2. Delete in their entirety 109.2 – 109.7 3. Chapter 15 Referenced Standards – ICC Delete all references to the International Plumbing Code. 4. The following subsection shall be added to Section 901: 901.5 Any penetration of the firebox area made by a gas pipe shall be sealed by mortar caulk or other method approved by the Building Code Official. Appendix A. Chimney Connector Pass-Throughs shall be adopted Staff Comments The Deletion of section 109.2 – 109.7 allows the Planning and Zoning Commission to act as the Building Board of Appels. The 2014 Illinois Plumbing Code will apply by State Requirement in place of the International Plumbing Code. 4. INTERNATIONAL PROPERTY MAINTENANCE CODE® (2018) Summary The International Property Maintenance Code (IPMC) regulates the minimum maintenance requirements for existing buildings and is used by the city’s Building Department when enforcing exterior and interior upkeep of residential and commercial structures. The provisions of the IMPC also establishes maintenance standards for basic equipment, light, ventilation, heating, sanitation and fire safety. Amendment Recommendations (1) The following subsections shall be added to Section 302.2 Grading and Drainage: 302.2.1 Individual Earthen Stockpiles. Stockpiles of earthen materials in excess of two (2) feet above grade located on a single vacant lot that causes a nuisance, with the exception of City approved landscaped berms, shall be flattened and maintained per City Ordinance. 302.2.2 Developer Community Earthen Stockpiles. Upon substantial completion of mass grading, stockpiles of earthen material in excess of ten (10) feet above grade located on a vacant lot will require a six (6) foot temporary galvanized chain link fence. 4 (1) Section 302.4 Weeds, shall be amended to add the language as follows: Premises and exterior property shall be maintained free of weed or plant growth that exceeds 8 inches in height. Exception: City approved native prairie planting areas are exempt from the maximum height requirement. Section 302.10 Nuisance Tree Abatement, shall be added. 302.10.1 Nuisance declared In the event it is determined by the Building Official, or designee, that any part of a tree is dead and any part of the tree imposes an imminent danger to a person or property, and/or any tree is in fact, diseased or infected or infested with a condition creating a substantial risk of spreading such condition that would significantly be injurious to other trees, persons, or animals, including without limitation, the Dutch Elm disease, infested with Emerald Ash Borer, affected with oak wilt, or infected with conifer bark beetles, all as determined by the Building Official, or designee, said tree or trees shall forthwith be and hereby declared to be a nuisance. 302.10.2 Duty of Owner/Occupant to Abate Ash and Oak Trees: When requested in writing by the City or its agent, each owner or occupant of private property shall be requested, within 30 days after such request has been delivered or mailed to them by the Building Official, or designee, to have an inspection on any tree(s) located on such private property by a qualified forestry professional in order to determine whether any diseased elm tree(s) and/or tree(s) infested with Emerald Ash Borer, or any tree of the species of oak having the appearance of or suspected of being affected with fungus Ceratocytsis fagacearum, commonly called “oak wilt” and/or trees infested with conifer bark beetles exist on such parcel of land. Written report(s) of the result of the inspection and report shall include the marking and photographing of any tree(s) found to be diseased with elm tree(s), tree infested with Emerald Ash Borer, and/or any tree affected with the oak wilt and/or trees infested with conifer bark beetles. 302.10.2.1 Tree, parts of trees: The owner or occupant(s) of private property on which a tree (or part of a tree) constituting a nuisance exist shall forthwith remove and destroy said tree (or part of a tree or trees) and shall chip the same or cause the same to be removed, destroyed and ground, milled, chipped or otherwise disposed of consistent with the provisions of the applicable state and federal quarantine within 10 days of notification to such owner, occupant or agent that said dead, diseased, infected and /or infested tree is, in fact, dead, diseased, infected and/or infested. No chips or other particles resulting from such removal operation shall exceed one inch in any dimension, unless allowed pursuant to the provisions of any applicable state or federal quarantine. All stumps of such dead, diseased, infected, and/or infested trees shall be removed to a depth of not less than eight inches below the ground surface and then covered with soil of the same depth. No ash tree material shall be removed from any quarantine zone as imposed from time to time by any state or federal agency, unless such removal is done consistent with the provisions of state and federal quarantine. Notwithstanding any other provision in this section to the contrary, all removal operations for such dead, diseased and/or infected tree(s) or part of a tree shall fully comply with all applicable state and federal statutes and/or regulations as exist from time to time. 302.10.3 Notice to Abate 5 Whenever the owner or occupant of any property contained a dead, diseased, infected and/or infested tree permits the dead, diseased, infected and/or infested tree to remain on such premises, the municipality shall proceed as follows: (A) A notice shall be sent by certified mail, return receipt requested, or delivered to the occupant and to the person to whom was sent the property tax bill for the general taxes for the last year preceding on the subject parcel of land. (B) Such notice shall state that there is a tree constituting a nuisance on the premises. The notice shall describe the subject parcel of land by legal description or the street address, and shall state that unless the dead, diseased, infected or infested tree is removed at the property owner’s expense. The date stated in the notice shall not be less than the 30 days after the date of delivery or mailing of the notice. (C) The notice shall include a copy of Section 302.10. 302.10.4 Abatement by the City; certain cost constitutes a lien. In all cases where the owner, occupant or agent of the subject parcel of land on which said dead, diseased, infected, or infested tree is located cannot be found, or if found and notified as aforesaid neglects or refuses to abate said nuisance, it shall be lawful for the city to abate the same by removal, destruction, and chipping of said dead, diseased, infected or infested tree, and in that event said owner, occupant, and agent, or any of them shall be charged with those expenses which may be incurred by the city in the removal or abatement of the dead, diseased, infected, or infested tree as aforesaid, which expense shall be collected by the city by suit or otherwise in addition to a fine or penalty provided. Such expenses incurred for the removal of a tree or trees shall be a lien upon the affected subject parcel of land.302.10.5 Failure to remove tree prohibited. It shall be unlawful for the owner of any parcel of land in the city to permit any tree or portion thereof, determined to be a nuisance, as determined by the Building Official, or designee, to remain on such premises or anywhere within the city. Section 302.7, Accessory Structures, is amended by adding: All repairs shall be made with the same or similar material to the existing structure. Section 304.1, Exterior Structure, is amended by adding: The exterior structure shall be kept free from peeling paint, rot, and treated with a protective material to prohibit water infiltration. Section 304.7, Roof and Drainage, is amended by adding: All repairs to roofs and drainage components shall be made with materials in compliance with the current adopted version of the International Building Code and International Residential Code, as applicable. Section 304.15, Doors, is amended by adding: All exterior doors shall be constructed of wood, metal, or polymer material and shall be capable of locking and securing the structure. Section 304.18.2, Windows, is amended by adding: All windows shall comply with Section 8-2-5, Illinois Energy Conservation Code. Replacement windows shall be sized to closely match the size and style of the window being replaced. 6 C. Downtown Property Maintenance District: 1) District Defined. The Downtown Property Maintenance District shall be that area within the area described in Ordinance No. 2014-74. 2) Property Maintenance Regulations. In addition to the property maintenance regulations in this Section, it shall be unlawful for any person, firm or corporation in the Downtown Property Maintenance District to be in violation of any of the following additions to the City' s property maintenance regulations: a) Section 304.2 is amended by adding: All exterior surfaces of buildings and accessory structures, excluding roofs, shall be properly maintained and protected from the elements by paint or other protective coating applied in a workmanlike fashion as required by Section 102. 5. Painted or protective coatings shall be without blemishes throughout the exterior and shall be uniform in color. Trim paint shall also be without blemishes and be uniform in color or have a consistent color palette throughout. Every foundation, exterior wall, window and all other exterior surfaces shall be free of holes, cracks, breaks, lose or rotted wood and any condition which might allow rain or moisture, vermin, pests or insects to enter the interior portions of the walls or to the occupied spaces of any dwelling, commercial building or structure. b) Section 304.7 is amended by adding: Roofs shall be structurally sound, water tight and shall prevent rainwater or moisture from entering the walls, ceiling or any other portion of the dwelling, commercial building or structure. All building roofs and gutters shall be kept free of faded and chipped paint and shall be maintained in good repair and in good condition to prevent deterioration. Building roofs and gutters must be cleaned (pressure and/ or chemical), repainted or recovered in its entirety with like material(s) when twenty-five percent (25%) or more of any exposed roof surface or gutter becomes discolored or is scaling. In the event a roof shingle or tile is replaced, the replacement shingle or tile shall be of the closest possible color and shade to the existing roofing shingles or tiles. c) Section 304.15 is amended by adding: Fences, exterior walls, exterior doors, exterior windows, dumpster enclosures, decorative walls and accessory structures shall be maintained in good state of repair. d) Section 304.6 is amended by adding: Each exterior wall surface of buildings and structures shall be kept free of fading and chipped paint and must be cleaned (pressure and/or chemical), repainted or recovered in its entirety with like material(s) when twenty-five percent (25%) or more of any exposed surfaces becomes discolored or is peeling. e) Section 304.9 is amended by adding: Any awning or marquee and its supporting members shall be maintained in a good state of repair. Awning or marquees made of cloth, plastic or of a similar 7 material shall not show evidence of excessive weathering, discoloration, ripping, tearing or other damage. Loose or overhanging objects which constitute a danger of falling on a person or property shall be removed. f) Section 302.4 is amended by adding: Weeds, grasses, plants or vegetation, other than trees, bushes, cultivated flowers, vegetable garden crops or other ornamental plants, shall not be grown to a height exceeding six (6) inches. Shrubs shall be kept trimmed to a height not to exceed four (4) feet and provide unrestricted visibility at driveways and street intersections. Overhanging branches of trees extending into the public right-of-way-shall be pruned to a height of at least twelve feet (12') above grade. Landscaping shall be maintained in a good condition so as to present a healthy, neat and orderly appearance at least equal to the original installation and shall be mowed or trimmed in a manner and at a frequency so as not to detract from the appearance of the general area including disease free plants, weed- free mulch, turf trimming and removal of root systems which shows evidence of destroying public or private property. g) Section 302.1 is amended by adding: All trash containers and trash enclosures shall be maintained in a manner which prevents the accumulation of trash, debris, rubbish and litter by providing sufficient containers. All trash containers and dumpsters shall be located and maintained in such a manner so as to provide screening from public view. h) Section 304.18 is amended by adding: Any means of securing a property including crime prevention devises shall be subject to review by the Building Code Official for safety and compliance with the building code. In no instance shall safety bars, grating, or other similar apparatus be allowed over any window, door, or other opening of any building. Any boards, panels or other means of securing structural openings shall be uniform in color and painted to match the exterior color of the building." (3) Section 602.2 Residential Occupancies, shall be amended to delete the following exception. Exception: In areas where the average monthly temperature is above 30°F (-1°C), a minimum temperature of 65°F (18°C) shall be maintained. Staff Comments In the discussion of the property maintenance standards, staff has taken into consideration in Section 302.2 Grading and Drainage and Section 302.4 Weeds, aesthetic issues regarding stalled residential developments which may have stockpiles of black dirt on developer owned lots. Consideration has also been given to the previously approved native prairie planting mix permitted to exceed the maximum eight (8) inch weed nuisance ordinance requirement. 8 With regard to the proposed exception to Section 602.2 Residential Occupancies, staff would note that this section, as originally written, requires all habitable rooms in dwellings to maintain a minimum room temperature of 68 degrees Fahrenheit with the exception to allow for a minimum temperature of only 65 degrees Fahrenheit in areas where the average monthly temperature is above 30 degrees Fahrenheit. The reasoning for the amendment is due to the International Property Maintenance Code already stipulates a minimum 68 degrees Fahrenheit is required for our regional climate. Most of the proposed amendments would make the administration of the Code more straight forward and assist in ensuring the safety of residents and homeowners in our community. 5. INTERNATIONAL FIRE CODE® (2018) Summary The International Fire Code (IFC) is modeled to regulate fire safety requirements for new and existing buildings, facilities, storage and processes. The IFC addresses fire prevention, fire protection, life safety and safe storage and use of hazardous materials and provides a holistic approach of controlling hazards in all building types and structures, regardless if indoors or outdoors. The minimum standards set forth in the IFC are aimed at protecting building occupants, emergency responders, and limiting the damage to a building and its contents as a result of fire, explosion or unauthorized use and/or discharge of hazardous materials. Amendment Recommendations 1. Section 101.1 Title, shall be amended to insert the name of jurisdiction – “United City of Yorkville” 2. Section 103.1 General, shall be amended to read as follows: In accordance with the provisions set forth in the current inter-governmental agreement with the Bristol-Kendall Fire Protection District, the department of fire prevention is established within the jurisdiction under the direction of the Fire Code Official. The function of the department shall be the implementation, administration and enforcement of the provisions of this Code. 3. Section 103.2 Appointment, shall be amended to read as follows: The Fire Marshal of the Bristol-Kendall Fire Protection District shall be the Fire Code Official as appointed by the Fire Chief. The Fire Chief shall appoint personnel of the Bristol-Kendall Fire Protection District to assist in enforcing this Code. Such appointments shall include, but not be limited to a Fire Marshal, and as many inspectors, investigators, and public safety educators as may be needed. For the purposes of this Code, the Fire Marshal is the same as the Fire Code Official. 4. Section 104.8 Modifications, shall be amended to include the following: A signed copy of the Fire Chief’s decision shall be kept in the permit file and furnished to the permit applicant. 5. Section 105.1.1 Permits Required, shall be amended to read as follows: Permits required by this Code shall be obtained from the Fire Code Official. Permit and plan review fees, if any, shall be paid in accordance with the current inter-governmental agreement prior to issuance of the permit. Permits shall be kept on the premises designated therein at all times and shall be readily available for inspection by the Fire Code Official. 9 6. Section 105.4.1 Submittals, shall be amended to read as follows: Construction documents and supporting data shall be sealed with a “NICET III” or higher certification and submitted for review and approval by the Fire Code Official. A minimum of two sets of plans and specifications shall be included in the submittal along with two copies of an approved electronic file. Upon approval by the Fire Code Official, one set of approved plans and specifications shall be provided to the United City of Yorkville Community Development Department. 7. Section 105.6 Required operational permits, shall be amended to read as follows: The Fire Code Official is authorized to issue operational permits for the operations set forth in sections 105.6.1 through 105.6.46. Any fees associated with the issuance of an operational permit shall be paid in accordance with the approved fee schedule in the current inter-governmental agreement with the Bristol-Kendall Fire Protection District. All operational permits shall be kept on file with the Fire Code Official. 8. Section 105.6.2 Amusement buildings, shall be deleted in its entirety and replaced with the following: Amusement buildings. An operational permit it is required to operate a special amusement building. 9. Section 105.6.11 Cutting and welding, shall be deleted in its entirety and replace with the following: Cutting and welding. An operational permit is required to conduct cutting or welding operations within the Jurisdiction. 10. Section 105.6.30 Open burning, shall be amended to read as follows: All open burning shall comply with Section 4-1-1 of the City Code providing for the regulation of open burning. 11. Section 105.6.32 Open flames and candles, shall be deleted in its entirety and replaced with the following: Open flames and candles. An operational permit is required to use open flames or candles in connection with assembly areas, dining areas of restaurants or drinking establishments. 12. Section 105.6.34 Places of assembly, shall be deleted in its entirety and replaced with the following: Places of assembly. An operational permit is required to operate a place of assembly. 13. Section 105.6.47 Laboratory/research facility, shall be added as follows: An operational permit is required to operate any laboratory or research facility which conducts testing or experimentation. 14. Section 105.6.48 Child Care (home occupation), shall be added as follows: An operational permit is required to operate a child care facility as a “home occupation” for 6 or more children that are cared for at any one time. The operational permit shall not include provisions for permanent residence or overnight accommodations. All local and state laws shall be adhered to in conjunction with the registration and licensing requirements of the Department of Children and Family Services (DCFS). 10 15. Section 109.1 Add the following: The Planning and Zoning Commission shall function as the Building Board of Appeals. 16. Section 110.4 Violations, shall be amended to read as follows: Persons who violate a provision of this Code or fail to comply with any of the requirements thereof or who erects, installs, alters, repairs, or performs work in violation of the approved construction documents or directive of the Fire Code Official, or of a permit or certificate used under provisions of this Code, shall be subject to a penalty according to this Code. The fine shall be as set forth by City Ordinance 1-4-1. Each day that a violation continues after due notice shall be deemed a separate offense. 17. Section 110.4.2 False Alarm, shall be added to read as follows: An alarm signal given needlessly, which indicates the existence of any emergency; when in fact, no such emergency exists, shall constitute a false alarm and shall be subject to penalty as prescribed in the schedule of fees set forth in the current inter-governmental agreement. A false alarm shall include any alarm signal generated by any fire protection system by whatever means, but shall not include alarms resulting from any of the following causes: 1. A fire causing structural damage to the protected premises - verified by the fire district. 2. A tornado or hurricane winds causing structural damage to the protected premises – verified by the fire district. 3. Flooding to the protected premises due to overflow of natural drainage – verified by the fire district. 4. Telephone line malfunction verified to the fire district by an authorized telephone company supervisor within seven days of the occurrence. 5. Electrical service interruption verified to the fire district by the local power company within seven days of the occurrence. 6. Plumbing or electrical malfunctions unrelated to the fire protection system – verified by the fire district. 18. Section 104.4.3 False Alarm, schedule of fees, shall be added as follows: Fees assessed for the improper use of a fire alarm system shall be subject to the schedule of fees in accordance with the current inter-governmental agreement with the Bristol- Kendall Fire Protection District. These fees shall be collected by the Bristol-Kendall Fire Protection District and reported to the United City of Yorkville. As new fees are created, or old fees are changed, the schedule of fees associated with the inter-governmental agreement shall be reviewed and approved by the United City of Yorkville. 19. Section 112.4 Failure to comply, shall be amended to read as follows: Any person, who continues to work after having been served with a “stop work order,” except such work as that person is directed to perform to remove a violation or unsafe condition, shall be subject to a penalty as prescribed by this Code. Each and every day a person continues to work shall constitute a separate offense and shall be subject to fines as set forth by City Ordinance 1-4-1. 20. Section 106.2 Schedule of permit fees, shall be amended to read as follows: A fee for each permit shall be paid (as required) in accordance with the fee schedule as established by the applicable governing authority and the current inter-governmental agreement with the Bristol-Kendall Fire Protection District. As new fees are created, or 11 old fees are changed, the schedule of fees associated with the inter-governmental agreement shall be reviewed and approved by the United City of Yorkville. 21. Section 202 General Definitions, shall be amended to include the following definition: Fire Alarm User – the owner of the property from which the false alarm originates, including but not limited to, any individual, partnership, corporation, organization or other entity occupying the property with the permission of the owner. 22. Section 505.3 Lightweight construction, shall be added to read as follows: Buildings erected using lightweight construction systems to include: Wooden I-beams, wood trusses, metal trusses, or any combination thereof, shall provide signage identifying the structural system used on the exterior of the building as approved by the Fire Marshal. 23. Section 505.3.1 Emblem required, shall be added to read as follows: An all-weather emblem identifying lightweight truss construction shall be provided, located and designed as follows: 1) Emblem shall be provided by the property owner. 2) Emblem shall be located within 6” inches of the fire department key box or fire department connection or at the discretion of the Fire Marshal. 3) The truss emblem shall be a sign consisting of an isosceles triangle not less than 10 inches by 6 inches vertical made of reflective material with a white background and red lettering containing the following: type of construction (type I, II, III, IV, V), the letter(s) “F” to signify a building or structure having a floor with truss construction; “R” to signify a building or structure having a roof with truss construction: or “FR” to signify a building or structure having both floor and roof with truss construction. Exception: Single family homes. 24. Section 507.5.7 Hydrant spacing, shall be added to read: A fire hydrant shall not be more than 100 feet travel distance from the fire department connection that serves, unless approved by the Fire Marshal. 25. Section 507.8 Hydrant Marking, shall be added to read as follows: On all private parking areas of multiple-family residential, commercial and industrial uses, a “No Parking…Fire Hydrant” sign shall be placed in a conspicuous location to identify the restricted parking area. In addition to the required sign, the curb or pavement (only when a curb is not present) directly in front of the fire hydrant, shall be painted yellow with an approved material. The designated area shall be 15 feet (7.5 feet on each side of the fire hydrant) in total length. 26. Section 901.6.3.1 Records, shall be amended to read as follows: The most recent records of all system inspections, tests, and maintenance required shall be maintained on premises and a copy shall be forward to the Fire Prevention Bureau via e-mail, mail, or fax within 14 days after completion of inspection. 27. Section 903.7 Commercial multi-tenant occupancies, shall be amended to add the following: All sprinklered multi-tenant occupancies hereafter constructed shall have an isolation control valve and water flow switch installed for each tenant space. 28. Section 907.1.2 Fire alarm shop drawings shall be amended to add the following: (a) All fire alarm systems shall be of the addressable type. 12 (b) All multi-tenant occupancies shall be provided with a weather proof amber strobe light at the entrance of the tenant space that activate upon an alarm condition in that tenant space. 29. Section 903.2.1.1 Group A-1, shall be amended as follows: An automatic sprinkler system shall be provided for Group A-1 occupancies when the fire area exceeds 5,000 square feet. 30. Section 903.2.1.3 Group A-3, shall be amended as follows: An automatic sprinkler system shall be provided for Group A-3 occupancies when the fire area exceeds 5,000 square feet. 31. Section 903.2.1.4 Group A-4, shall be amended as follows: An automatic sprinkler system shall be provided for Group A-4 occupancies when the fire area exceeds 5,000 square feet. 32. Section 903.2.2 Group B ambulatory health care facilities, shall be amended to read as follows: Section 903.2.2 Group B. An automatic sprinkler system shall be provided throughout all Group B occupancies when the fire area exceeds 5,000 square feet. Section 903.2.3 Group E, shall be amended as follows: An automatic sprinkler system shall be provided throughout all Group E occupancies when the fire area exceeds 5,000 square feet. 33. Section 903.2.7 Group M, shall be amended as follows: An automatic sprinkler system shall be provided throughout all Group M occupancies when the fire area exceeds 10,000 square feet or the fire area is located more than three stories above the grade plane. 34. Section 903.2.8 Group R, shall be amended as follows: An automatic sprinkler system shall be required throughout Groups R-1, R-2, and R-4 occupancies. An automatic sprinkler system shall be required throughout Group R-3 occupancies, with the following exceptions: 1. Adult care facilities that provide accommodations for five or fewer persons of any age for less than 24 hours. 2. Child care facilities that provide accommodations for five or fewer persons of any age for less than 24 hours. 3. Single-family detached homes shall be required to follow Section R313 of the 2018 International Residential Code (IRC), as amended. 35. Section 903.3.5 Water Supplies, shall be amended to read as follows: Water supplies for automatic sprinkler systems shall comply with this section and the standards referenced in Section 903.3.1. The potable water supply shall be protected against backflow in accordance with the requirements of this section and the Illinois Plumbing Code. 36. Section 905.3.1 Height, shall be amended to read as follows: An approved standpipe system shall be installed in all buildings three (3) stories or more in height in each stairwell at each level. Standpipe systems shall be installed in all 13 buildings where any portion of the building floor area is more than 200 feet travel distance from the nearest point of the fire department vehicle access. 37. Section 907.1.4 Equipment, shall be added. 1. Location of the annunciator panel shall be approved by the Fire Code Official. 2. An annunciator panel or the main fire panel shall be placed near the fire sprinkler main riser. 3. A red strobe light shall be installed by the annunciator panel or above the closest entrance to the fire alarm control panel as approved by the Fire Code Official 4. The annunciator panel shall indicate and have all of the functions of the fire alarm panel. 5. The annunciator shall be properly marked to show each zone. 6. A detailed floor plan illustrating each zone shall be provided on each fire alarm control panel and located adjacent to each annunciator panel. 38. Section 907.2.1 Group A, shall be amended to read, in part, as follows: A manual fire alarm system that activates the occupant notification system in accordance with Section 907.5 shall be installed in Group A occupancies having an occupant load of 100 or more. Portions of Group E occupancies occupied for assembly purposes shall be provided with a fire alarm system as required for the Group E occupancy. 39. Section 907.2.2 Group B, shall be amended to read, in part, as follows: A manual fire alarm system shall be installed in Group B occupancies where one of the following conditions exists: 1. The combined Group B occupant load of all floors is 250 or more, or 2. The Group B occupant load is more than 100 persons above or below the lowest level of exit discharge, or 3. The Group B fire area contains a Group B ambulatory health care facility. 40. Section 907.2.4 Group F, shall be amended to read, in part, as follows: A manual fire alarm system that activates the occupant notification system in accordance with Section 907.5 shall be installed in Group F occupancies where both of the following conditions exist: 1. The Group F occupancy is two or more stories in height; and 2. The Group F occupancy has a combined occupant load of 250 or more above or below the lowest level of exit discharge. 41. Section 907.2.5 Group H, shall be amended to read as follows: A complete fire alarm system shall be installed in all group H occupancies. Any listed special detection devices approved for the specific hazard shall be approved by the Fire Marshal, such detection devices shall be connected to the fire alarm. 42. Section 907.2.7 Group M, shall be amended to read as follows: A manual fire alarm system that activates the occupant notification system in accordance with Section 907.5 shall be installed in Group M occupancies where one of the following conditions exists: 1. The combined Group M occupant load of all floors is 250 or more persons. 14 2. The Group M occupant load is more than 100 persons above or below the lowest level of exit discharge. 43. Section 907.2.11.5 Group S, a new section shall be added to read as follows: A complete fire alarm system shall be installed in all Group S occupancies or as otherwise approved by the Fire Marshal. 44. Section 912.5 Backflow Protection, shall be amended to read as follows: The potable water supply to automatic sprinkler and standpipe systems shall be protected against backflow as required by the Illinois Plumbing Code. 45. Section 912.1 Installation, shall be amended to read as follows: Fire department connections shall be installed in accordance with the NFPA standard applicable to the system design and shall comply with Sections 912.2 through 912.6. The fire department connection shall be an approved five-inch (5”) connection with a thirty (30) degree down turn. A white strobe light shall be placed above the fire department connection and the white strobe light shall indicate on water flow only. A two and one- half inch (2 ½”) NST single fire department connection shall be acceptable where piped to a three inch (3”) or smaller riser. 46. Section 5601.1.6 Storage of Fire and Explosive Hazards, shall be added as follows: The storage of fire and explosive hazards such as: detonable materials, hazardous solids, liquids, and gases shall comply with the Performance Standards established in the City’s Zoning Ordinance, as amended from time to time. 47. Chapter 80 Referenced Standards – ICC Delete all references to the International Plumbing Code 48. Section 5704.2.9.6.1 – See Local Zoning Restrictions 49. Section 5706.2.4.4 – See Local Zoning Restrictions 50. Section 5806.2 – See Local Zoning Restrictions 51. Section 6104.2 – See Local Zoning Restrictions 52. Appendix D – Figure D103.1 Dead-End Fire Apparatus Access Road Turnaround, shall be amended to read as follows: 96’ Diameter Cul-de-sac as illustrated shall be amended to a minimum of 130 ft. ROW diameter and 100 ft. pavement diameter, per the City’s Subdivision Control Ordinance. 53. Adopt the following appendices: B, C, D, E, F, G, H, K, N Staff Comments Mike Torrance, the Fire Marshal for the Bristol Kendall Fire District, was heavily involved with the modification of this Code. He has approved the amendments to be beneficial to the community. The Building Department has always worked closely with the Fire Marshall on all life safety issues in new and existing structures. 15 6. INTERNATIONAL RESIDENTIAL CODE® (2018) Summary The International Residential Code (IRC) addresses the design and construction of one- and two-family dwellings and townhouses, and also covers regulations for all structural components, fireplaces and chimneys, thermal installation, mechanical systems, fuel gas systems, plumbing systems and electrical systems. The separation of the IRC from the other I-Codes was to allow for the residential code provisions to be distinct from the non-residential and be specifically tailored to the structure and type of occupancy that fall within the appropriate code’s scope. It is also designed to be beneficial to the plans reviewer and/or inspector by having all the I-Codes applicable to residential construction (electrical, plumbing, fuel gas, etc.) in a unified document. Amendment Recommendations 1. Section R101.1 Title, shall be amended to insert the name of jurisdiction – “United City of Yorkville”. 2. Section R105.2 Work exempt from permit, shall be amended to read as follows: Building: Delete items 1, 5, and 10 as these items shall require permitting. 3. Table R301.2(1) Climatic and Geographic Design Criteria, shall be completed with the following insertions. Ground Snow Load.................................................................................................. 25 lbs./sq. ft. Wind Design (Speed)..................................................................................................... 90 mph Wind Design (Topographic effects)...................................................................................... NO Seismic Design Category........................................................................................................ B Subject to Damage from (Weathering)............................................................................ Severe Subject to Damage from (Frost line depth)......................................................... 42” below grade Subject to Damage from (Termite)............................................................... Moderate to Heavy Winter Design Temperature................................................................................... -5 degrees F Ice Barrier Underlayment Required.................................................................................... YES Flood Hazards................................................................................... Refer to local designations Air Freezing Index............................................................................................................. 2000 Mean Annual Temperature.................................................................................... 48 degrees F Elevation………………………………………………………………………………… 758 Latitude………………………………………………………………………………….. 42 Winter heating …………………………………………………………………….…….. 1 Summer cooling………………………………………………………………… 88 degrees Altitude correction factor ……………………………………………………….……… .98 Indoor design temperature …………………………………………………………… 72o F Design temperature cooling ………………………………………………………..... 75o F Heating temperature differential ……………………………………………………... (72) Cooling temperature differential ……………………………………………………… 15 Wind velocity heating ………………………………………………………………… 15 Wind velocity cooling ……………………………………………………….……. 7 1/2 Coincident wet bulb …………………………………………………………………… 74 Daily range ……………………………………………………………………………... M Winter humidity ………………………………………………………………………… 40 16 Summer differential …………………………………………………………………. 2.25 4. Section R310.4 Bars, grilles, covers and screens, shall be amended to require safety covers capable of supporting at least 250 pounds of load. 5. Section R313.1 Townhouse automatic fire sprinkler systems, shall be amended to read as follows: Section R313.1 Townhouse and two-family dwellings automatic fire sprinkler systems. An automatic residential fire sprinkler system shall be installed in townhouses and two-family dwellings. 6. Section R313.2 One and two-family dwellings automatic fire sprinkler systems, shall not apply to newly constructed one-family dwellings. 7. Chapter 11 Energy Efficiency. Shall be amended to read as follows: Compliance shall be determined by the current IECC adopted in 8-2-5. 8. Section P2501.1 Scope, shall be amended adding the following: All plumbing work shall conform to the current edition of the State of Illinois Plumbing Code. 9. Appendices to be included with the adoption of this Residential Code shall include: Appendix A, B, C, E, F, G, H, J, K, M, O, Q 10. Section R202, Definitions, shall be amended to add the following definition: Fence. A permanent enclosure or barrier over thirty-six (36) inches in height, such as wooden posts, wire, iron, or any other allowable material erected for the purpose of providing a boundary or as a means of protection, or to prevent uncontrolled access, or for privacy screening or confinement, or for decorative purposes (such as an ornamental gate). Materials used to contain or separate a garden area, an earthen stockpile, a storm water basin, or any other similar temporary use shall not be classified as a fence. 11. Sections E3902.4 and E3902.5 Ground Fault Circuit –interrupter Add exception for GFCI protection, it is not required for sump pumps if all the following are met: (1) No other appliance, fixture or device is on the circuit (2) Simplex receptacle (3) A GFCI receptacle shall be located within 6 feet Staff Comments The amendments of the 2018 International Residential Code are proposed to maintain the high standards of construction, but to also encourage the building of new homes in our community. The requirement for fire sprinklers in single family detached homes has been removed from this code. The code provides alternative construction methods for homes that are not equipped with fire sprinklers. These methods include increased fire blocking requirements, fire rating for engineered materials, increased distance from lot line for windows and doors, and heighted requirements for heating appliances. All of which are sufficient to meet the necessary requirements for fire protection of residences and first responders. 17 7. INTERNATIONAL BUILDING CODE® (2018) Summary The International Building Code provides minimum requirements to protect the occupants of new and existing buildings and structures by addressing structural strength, means of egress, sanitation, adequate lighting and ventilation, accessibility, energy conservation and life safety. The IBC also applies to all occupancies, including one- and two-family dwellings and townhouses that are not within the scope of the International Residential Code (IRC). Amendment Recommendations 1. Section 101.1 shall be amended to insert the name of jurisdiction – “United City of Yorkville” 2. Section 105.2 work exempt from permit shall be amended to read, in part, as follows: Building: 1. One-story detached accessory structures used as tool and storage sheds, playhouses and similar uses, provided the floor area does not exceed 100 square feet (9.29 m2). 2. Decorative, temporary, or similar type fences not over 36 inches (914.4 mm) high. 3. Section 113.1 Add the following: The Planning and Zoning Commission function as the Building Board of Appeals. 4. Section 901.6.3.1 Records, shall be amended to read as follows: The most recent records of all system inspections, tests, and maintenance required shall be maintained on premises and a copy shall be forward to the Fire Prevention Bureau via e-mail, mail, or fax within 14 days after completion of inspection. 5. Section 903.7 Commercial multi-tenant occupancies, shall be amended to add the following: All sprinklered multi-tenant occupancies hereafter constructed shall have an isolation control valve and water flow switch installed for each tenant space. 6. Section 907.1.2 Fire alarm shop drawings shall be amended to add the following: (a) All fire alarm systems shall be of the addressable type. (b) All multi-tenant occupancies shall be provided with a weather proof amber strobe light at the entrance of the tenant space that activate upon an alarm condition in that tenant space. 7. Section 903.2.1.1 Group A-1, shall be amended as follows: An automatic sprinkler system shall be provided for Group A-1 occupancies when the fire area exceeds 5,000 square feet. 8. Section 903.2.1.3 Group A-3, shall be amended as follows: An automatic sprinkler system shall be provided for Group A-3 occupancies when the fire area exceeds 5,000 square feet. 9. Section 903.2.1.4 Group A-4, shall be amended as follows: 18 An automatic sprinkler system shall be provided for Group A-4 occupancies when the fire area exceeds 5,000 square feet. 10. Section 903.2.2 Group B ambulatory health care facilities, shall be amended to read as follows: Section 903.2.2 Group B. An automatic sprinkler system shall be provided throughout all Group B occupancies when the fire area exceeds 5,000 square feet. 11. Section 903.2.3 Group E, shall be amended as follows: An automatic sprinkler system shall be provided throughout all Group E occupancies when the fire area exceeds 5,000 square feet. 12. Section 903.2.7 Group M, shall be amended as follows: An automatic sprinkler system shall be provided throughout all Group M occupancies when the fire area exceeds 10,000 square feet or the fire area is located more than three stories above the grade plane. 13. Section 903.2.8 Group R, shall be amended as follows: An automatic sprinkler system shall be required throughout Groups R-1, R-2, and R-4 occupancies. An automatic sprinkler system shall be required throughout Group R-3 occupancies, with the following exceptions: 1. Adult care facilities that provide accommodations for five or fewer persons of any age for less than 24 hours. 2. Child care facilities that provide accommodations for five or fewer persons of any age for less than 24 hours. 3. Single-family detached homes shall be required to follow Section R313 of the 2018 International Residential Code (IRC), as amended. 14. Section 903.3.5 Water Supplies, shall be amended to read as follows: Water supplies for automatic sprinkler systems shall comply with this section and the standards referenced in Section 903.3.1. The potable water supply shall be protected against backflow in accordance with the requirements of this section and the Illinois Plumbing Code. 15. Section 905.3.1 Height, shall be amended to read as follows: An approved standpipe system shall be installed in all buildings three (3) stories or more in height in each stairwell at each level. Standpipe systems shall be installed in all buildings where any portion of the building floor area is more than 200 feet travel distance from the nearest point of the fire department vehicle access. 16. Section 907.1.4 Equipment, shall be added. 1. Location of the annunciator panel shall be approved by the Fire Code Official. 2. An annunciator panel or the main fire panel shall be placed near the fire sprinkler main riser. 3. A red strobe light shall be installed by the annunciator panel or above the closest entrance to the fire alarm control panel as approved by the Fire Code Official. 4. The annunciator panel shall indicate and have all of the functions of the fire alarm panel. 5. The annunciator shall be properly marked to show each zone. 19 6. A detailed floor plan illustrating each zone shall be provided on each fire alarm control panel and located adjacent to each annunciator panel. 17. Section 907.2.1 Group A, shall be amended to read, in part, as follows: A manual fire alarm system that activates the occupant notification system in accordance with Section 907.5 shall be installed in Group A occupancies having an occupant load of 100 or more. Portions of Group E occupancies occupied for assembly purposes shall be provided with a fire alarm system as required for the Group E occupancy. 18. Section 907.2.2 Group B, shall be amended to read, in part, as follows: A manual fire alarm system shall be installed in Group B occupancies where one of the following conditions exists: 1. The combined Group B occupant load of all floors is 250 or more; or 2. The Group B occupant load is more than 100 persons above or below the lowest level of exit discharge; or 3. The Group B fire area contains a Group B ambulatory health care facility. 19. Section 907.2.4 Group F, shall be amended to read, in part, as follows: A manual fire alarm system that activates the occupant notification system in accordance with Section 907.5 shall be installed in Group F occupancies where both of the following conditions exist: 1. The Group F occupancy is two or more stories in height; and 2. The Group F occupancy has a combined occupant load of 250 or more above or below the lowest level of exit discharge. 20. Section 907.2.5 Group H, shall be amended to read as follows: A complete fire alarm system shall be installed in all group H occupancies. Any listed special detection devices approved for the specific hazard shall be approved by the Fire Code Official, such detection devices shall be connected to the fire alarm. 21. Section 907.2.7 Group M, shall be amended to read as follows: A manual fire alarm system that activates the occupant notification system in accordance with Section 907.5 shall be installed in Group M occupancies where one of the following conditions exists: 1. The combined Group M occupant load of all floors is 250 or more persons. 2. The Group M occupant load is more than 100 persons above or below the lowest level of exit discharge. 22. Section 907.2.11.5 Group S, a new section shall be added to read as follows: A complete fire alarm system shall be installed in all Group S occupancies or as otherwise approved by the the Fire Code Official. 23. Section 912.5 Backflow Protection, shall be amended to read as follows: The potable water supply to automatic sprinkler and standpipe systems shall be protected against backflow as required by the Illinois Plumbing Code. 24. Section 912.1 Installation, shall be amended to read as follows: Fire department connections shall be installed in accordance with the NFPA standard applicable to the system design and shall comply with Sections 912.2 through 912.6. The fire department connection shall be an approved five-inch (5”) connection with a 20 thirty (30) degree down turn. A white strobe light shall be placed above the fire department connection and the white strobe light shall indicate on water flow only. A two and one-half inch (2 ½”) NST single fire department connection shall be acceptable where piped to a three inch (3”) or smaller riser. 25. Section 1101.1 Add the following: When there is a conflict between this code and the Illinois Accessibility Code, the stricter of the requirements shall apply. 26. Section 1502.1 Roof drainage. Add the following: The roof drainage system (primary and secondary) shall be designed and installed per Chapter 11 Storm Drainage of the International Plumbing Code 2018 Edition. 27. Section 1612.3 Establishment of flood hazard areas, shall be amended by inserting “Kendall County” as the name of jurisdiction and to insert the Flood Insurance Rate Map effective date of “February 4, 2009.” 28. Section 2901.1 Scope, shall be amended to read as follows: This chapter and the Illinois State Plumbing Code shall govern the erection, installation, alteration, repairs, relocation, replacement, addition to, use or maintenance of plumbing equipment and systems. 29. Section 3002.4 Elevator car, is amended to read as follows: Where elevators are provided in buildings two or more stories above, or two or more stories below grade plane, at least one elevator shall be provided for fire department emergency access to all floors. The elevator car shall be of such a size and arrangement to accommodate an ambulance stretcher 24 inches by 84 inches (610 mm by 2134 mm) with not less than 5-inch (127 mm) radius corners, in the horizontal, open position and shall be identified by the international symbol for emergency medical services (star of life). The symbol shall not be less than 3 inches (76 mm) high and shall be placed inside on both sides of the hoist way door frame. The inside hand rail shall be set at the maximum thirty-six (36”) inch height allowed under ADA standards to better accommodate the ambulance stretcher. The cab size is to be a minimum five (5’) foot by seven (7’) foot platform and minimum 2500 lb capacity with a 42” side slide door. Exception: Single-family homes. 30. Chapter 35 Referenced Standards – ICC Delete all references to the International Plumbing Code. 31. Appendices – Adopt the following appendices: C, F, G, I, J, K, N Staff Comments The amendments to the Building Code were proposed in order to bring greater cohesiveness between the International Fire Code, International Building Code, City Ordinances and BKFD approved best practices in new construction. 8. INTERNATIONAL EXISTING BUILDING CODE® (2018) Summary The International Existing Building Code (IEBC) is modeled to provide alternative approaches to remodeling, repairing or altering existing buildings which may not comply with the current building code requirements for new construction. Since repairs, renovations and additions/alterations of existing 21 buildings maybe restrained by budgets or even cost-prohibitive if required to meet the current standards for newly constructed buildings, the IEBC is intended to make the rehabilitation process easier by allowing for controlled deviation from full compliance while maintaining basic levels for fire prevention, structural and life safety features of the existing structure. Amendment Recommendations City staff recommends adopting the International Existing Building Code with no amendments. Staff Comments None. 9. NATIONAL ELECTRICAL CODE (2017) Summary The National Electric Code (NEC) is published by the National Fire Protection Agency (NFPA) and provides standards and recommended practices related to electrical safety and safeguarding people and property from hazards arising from the use of electricity. The NEC is designed to cover the installation of electrical conductors, equipment, and raceways; signaling and communication conductors, equipment and raceways; and optical fiber cables and raceways in all public and private occupancy types and structures. The 2017 edition of the NEC was modeled to be fully compliant with the provisions of the 2018 I- Codes. Amendment Recommendation C. Certificate Of Occupancy: Whenever a certificate of occupancy for a business use is required pursuant to subsection 10-4-12B of this code, it shall be unlawful for a public electric utility service provider in the city to transfer the electrical service to a new or different business customer without receiving notice from the city that the city has issued a certificate of occupancy for the building or portion thereof to be occupied by that business customer's use. Staff Comments Staff has obtained and reviewed the 2017 NEC to evaluate its compatibility with the 2018 series of I- Codes. While the 2018 I Codes do place forth requirements for electrical installation they are lacking the detail and range of information provided in the 2017 National Electric Code. It is the opinion if staff that the 2017 NEC is a comprehensive code that spans from residential requirements to industrial applications. 10. ILLINOIS STATE PLUMBING CODE® (2014) Summary The 2014 Illinois State Plumbing Code has been adopted by the State of Illinois in 2014. The State mandates that all this code be used to regulate plumbing with in Illinois. This Code includes the Illinois State Plumbers License Law to regulate the credentials required to modify or review any plumbing system with in Illinois. 22 Amendment Recommendations Staff recommends the adoption of this Code with no modifications. Staff Comments None. 11. INTERNATIONAL SWIMMING POOL AND SPA CODE® (2018) Summary The 2018 International Swimming Pool and Spa Code (ISPSC) establishes minimum requirements for the design, construction alteration, repair and maintenance of swimming pools, spas, hot tubs and aquatic facilities. Amendment Recommendations (1) Section 108.1 Add the following: The Planning and Zoning Commission function as the Building Board of Appeals. (2) Delete in their entirety 108.2 – 108.7 (3) Chapter 11 Referenced Standards – ICC delete all references to the International Plumbing Code. Staff Comments Sections 108.2 through Section 108.7 are recommended for deletion in its entity as theses sections specifically refer to the establishment of a Building Board of Appeals. All building related appeals will be handled by the city’s Planning and Zoning Commission and this is reflected throughout all the amended sections of the I-Codes. ATTACHMENTS 1. Draft Ordinances of Proposed Building Code Adoptions with amendments 2. Current Ordinance of Building Codes (Ord. 2011-32) 3. Significant Changes to the International Building Codes reference materials a. 2015 IBC Transition from the 2009 IBC, ICC Code Council, March 2015 b. 2018 IBC Update, ICC Code Council 4. Significant Changes to the International Residential Codes reference materials a. 2015 IRC Transition from the 2009 IRC, ICC Code Council, May 2015 b. 2018 IRC Update, ICC Code Council 5. Estimated Costs of the 2018 IRC Code Changes prepared for National Association of Home Builders, Home Innovation Research Labs, dated October 27, 2017. 6. Proposed Change to the 2018 ICC Code Form, prepared by the Community Development Department. 7. Letter of Support from Bristol Kendall Fire District (BKFD) 8. Newsletter to Builder Community regarding proposed code changes, prepared by the Community Development Department. 9. https://www.yorkville.il.us/692/2018-ICC-Building-Code-Adoption-Process 10. Proposed ICC 2018 Building Code Adoption PowerPoint Presentation. Background In May, of 2018, the United City of Yorkville’s Building and Zoning Division of the Community Development Department began the process of thoroughly reviewing and analyzing our current building code ordinance. A major part of this process was reviewing the requirements for fire suppression in single family homes in the 2018 ICC Codes. Currently the City enforces the 2009 International Code Council (ICC) series which were adopted by Yorkville on July 26, 2011. The requirement for fire suppression in single family detached homes was removed from the 2009 ICC Codes during the adoption process. Concerns of the cost to install the fire sprinkler systems and the cost to homeowners in maintaining the system had been raised by builders and residents during the adoption of the 2009 ICC Codes. Summary The 2018 IRC Code is a comprehensive guide to the proper construction of residential property. While the Code does require fire sprinklers in all residential structures, the writers of the Code did understand that the cost and feasibility of the installation of sprinklers would vary between communities. For that reason, the Code still contains provisions for the construction of single family detached homes without fire sprinklers. The provisions are a mixture of increased protection for the structure and alternative building planning methods to ensure the safety of the occupants of non- sprinklered homes. There are four (4) provisions in the Code which requires this increased level of protection, and they are as follows: 1. Exterior Walls - Section R302.1(1) - Non-fire rated exterior walls may not be within five (5) feet of the property line and must maintain a one-hour fire rating. Openings in the exterior wall may not exceed 25% of the wall area. Projections in an exterior wall must maintain a one-hour fire rating on the underside of the projection. (Explanation) – In the home being built today there is no requirement for fire rating of exterior walls or projections unless the wall is adjacent from another property. The 2018 IRC requires all walls within five (5) feet of the property line or within five (5) feet of any structure to have a one-hour fire rating. Also, any projections of the exterior wall (cantilevers, bay windows, etc.) require the same one-hour fire rating as the exterior wall. 2. Protection of Floors - Section- R302.13- Light framed floor assemblies that are not fire rated are required to be provided with a ½ inch gypsum wall-board or 5/8 wood structural panel. (Explanation) - Floors constructed out of materials such as I-joists, open web trusses, laminated veneer plywood and dimensional lumber smaller then 2x10 are now required to have a minimum of one layer of drywall. The major area of impact for this provision would be the first-floor to basement floor assembly. In the current 2009 Code, there is no requirement to fire protect the floor system. Memorandum To: Yorkville City Council From: Peter Ratos Building Code Official Krysti J. Barksdale-Noble, Community Development Director CC: Bart Olson, City Administrator Date: September 4, 2019 Subject: 2018 ICC Fire Sprinkler Recommendation 3. A. Flame Spread Index - Section R302.9.1- Walls and ceiling finishes shall have a flame spread index of not greater than 200. B. Smoke Development Index - Walls and ceiling finishes shall have a smoke development index of not greater than 450. (Explanation)- In the 2018 Code, the need to control the amount and type of combustible material used to finish the building is addressed. As part of this effort, the amount of smoke the materials create when burning is also taken into consideration. All approved materials have been tested in accordance with the American Society for Testing and Materials (ASTM) E84 or the Underwriters Laboratories (UL) 723. During the testing process the product is given a flame spread rating and a smoke development rating. These ratings are reviewed to ensure that the finishings in the home do not cause a hazard if a fire occurs. The most common materials that are reviewed include wall paper and natural and synthetic wall texturing systems. 4. Egress - Section R310 - Basements, habitable attics and every sleeping room shall have not less than one emergency escape and rescue opening. (Explanation)- Under the 2018 Code, a house with a fire sprinkler system needs only one way in or out of a basement, attic living area or bedroom. This provision would require an approved emergency exit and rescue opening (9 sq. ft window well or 5.7 sq. ft openable area window) from every sleeping area or living area. Cost of sprinkler systems The cost of the installation of a fire suppression system has been estimated between $2 to $4 per square foot of building area. The building area is established by adding all the condition space together in the home including unfinished spaces. This translates to a cost of between $8,000 and $16,000 for the average 2000 sq. ft ranch home with a full basement. The cost of maintaining a fire system includes the certification of the back-flow preventer every year at a cost of $100 to $225. All fire systems are recommended to be inspected by a State Licensed fire installer every 5 to 7 years. Sprinkler heads are recommended to be replaced ever 10 years at a cost of $5 to $20 per sprinkler head. Additionally, some areas in the City do not possess an adequate water supply to properly supply both domestic potable water and a fire suppression system. The cost to increases the water tap size per dwelling is between $3,000 and $5,000, depending on the conditions that exist on each site. Surrounding Communities At the onset of the adoption process we have endeavored to make sure that Yorkville’s building code requirements were in keeping with our neighboring communities. Oswego, Plano, Sandwich, Plainfield, Morris, and Minooka do not require the installation of fire sprinklers in single family detached homes. The following chart provides more details related to the fire suppression requirements in residential homes in nearby communities: Municipality Sprinkled Code or Ordinance Explanation Plano No 2015 IRC R313 Sprinkler Requirements Deleted Sandwich No 2006 IRC Does not contain SFR sprinkler requirements Oswego Exemptions 2009 IRC Underside of all interior stairs are protected with 5/8" gypsum board or equal Ord. 17‐20 5‐2‐2017 SFD & Duplex has at least 2 means of egress All engineered floor joist and or trusses shall be protected wi th at least 1/2" gypsum board or equivalent Plainfield No 2015 IRC R313 Sprinkler Requirements Deleted Naperville  Exemptions 2018 IRC Underside of all interior stairs are protected with 1/2" gypsum board or equal SFD & Duplex has at least 2 means of egress Aurora IRC (Unclear Version) Minooka No 2009 IRC R313 Sprinkler Requirements Deleted Kendall County No 2012 IRC R313 Sprinkler Requirements Deleted Elgin Exemptions 2015 IRC Multiple Exemptions North Aurora 2009 IRC Kane County Amended 2012 IRC R313 Amended from shall to may Morris No 2003 IRC Does not contain SFR sprinkler requirements Sugar Grove Modified 2015 IRC Does not contain SFR sprinkler requi rements Recommendation It is the recommendation of the Building and Zoning Division, in coordination with the Bristol Kendall Fire Department, that the requirement for fire sprinklers in single family homes be removed from the 2018 International Residential Code at this time. We believe that requiring the installing of fire suppression in all residential housing would increase the costs of construction beyond our community’s limits. Furthermore, we believe that the provisions provided for non- sprinklered homes within the 2018 ICC Code will increase the safety of the homes being built for the residents and first responders. Ordinance No. 2019-____ Page 1 Ordinance No. 2019-_____ AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, ADOPTING BY REFERENCE CERTAIN BUILDING, MECHANICAL, PLUMBING, ENERGY CONSERVATION, FIRE, FUEL GAS, PROPERTY MAINTENANCE, RESIDENTIAL, EXISTING BUILDING, SWIMMING POOL AND ACCESSIBILITY CODES REGULATING AND GOVERNING THE CONSTRUCTION, CONDITIONS AND MAINTENANCE OF ALL PROPERTY, BUILDINGS AND STRUCTURES IN THE CITY 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, pursuant to Section 5/1-3-2 of the Illinois Municipal Code (65 ILCS 5/1-3-2) the City may adopt by reference compilations of rules and regulations for the construction, alteration and maintenance of all property, buildings and structures in the City; and WHEREAS, one copy of each code to be adopted has been filed in the office of the City Clerk and kept available for public use, inspection and examination for a period of 30 days before the adoption of this ordinance; and WHEREAS, the Village pursuant to Section 1-2-3.1 of the Illinois Municipal Code (65 ILCS 5/1-2-3.1) has given notice of the intended adoption of these codes to the Division of Building Codes and Regulations of the Capital Development Board more than 30 days before the adoption of this ordinance; and WHEREAS, the Mayor and City Council find and hereby declare that it is in the best interests of the City and its residents to adopt updated codes including 2018 International Building Codes and other building, fire, construction, electrical and property maintenance codes, which establish minimum standards to regulate the design, construction, alteration, enlargement, repair, demolition, removal, maintenance and use of all buildings and structures as well as to provide for the issuance of permits, collection of fees, and the making of inspections to promote and preserve the public health, safety and welfare. NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. That Title 8, Chapter 2, Section 8-2-1 of the Yorkville City Code, as amended, be and is hereby amended to read as follows: 8-2-1 BUILDING CODE A. Adopted. The regulations of the 2018 Edition of the International Building Code, as recommended and published by the International Code Council, Inc., published in pamphlet form, are adopted as the regulations governing the constructions, alteration, movement, enlargement, replacement, repair, equipment, use and occupancy, location, maintenance, removal and demolition of every building or structure or any appurtenances Ordinance No. 2019-____ Page 2 connected or attached to such buildings or structures with such amendments as are hereafter set forth in this Section. B. Building Code Amendments. 1. Section 101.1 shall be amended to insert the name of jurisdiction – “United City of Yorkville” 2. Section 105.2 work which is exempt from permit shall be amended to read, in part, as follows: Building: 1. One-story detached accessory structures used as tool and storage sheds, playhouses and similar uses, provided the floor area does not exceed 100 square feet (9.29 m2). 2. Decorative, temporary, or similar type fences not over 4 feet (1829 mm) high. 3. Section 113.1 Add the following: The Planning and Zoning Commission function as the Building Board of Appeals. 4. Section 901.6.3.1 Records, shall be amended to read as follows: The most recent records of all system inspections, tests, and maintenance required shall be maintained on premises and a copy shall be forward to the Fire Prevention Bureau via e-mail, mail, or fax within 14 days after completion of inspection. 5. Section 903.7 Commercial multi-tenant occupancies, shall be amended to add the following: All sprinklered multi-tenant occupancies hereafter constructed shall have an isolation control valve and water flow switch installed for each tenant space. 6. Section 907.1.2 Fire alarm shop drawings shall be amended to add the following: (a) All fire alarm systems shall be of the addressable type. (b) All multi-tenant occupancies shall be provided with a weather proof amber strobe light at the entrance of each tenant space that activate upon an alarm condition in that tenant space. 7. Section 903.2.1.1 Group A-1, shall be amended as follows: An automatic sprinkler system shall be provided for Group A-1 occupancies when the fire area exceeds 5,000 square feet. 8. Section 903.2.1.3 Group A-3, shall be amended as follows: An automatic sprinkler system shall be provided for Group A-3 occupancies when the fire area exceeds 5,000 square feet. 9. Section 903.2.1.4 Group A-4, shall be amended as follows: An automatic sprinkler system shall be provided for Group A-4 occupancies when the fire area exceeds 5,000 square feet. 10. Section 903.2.2 Group B ambulatory health care facilities, shall be amended to read as follows: Section 903.2.2 Group B. An automatic sprinkler system shall be provided throughout all Group B occupancies when the fire area exceeds 5,000 square feet. Ordinance No. 2019-____ Page 3 11. Section 903.2.3 Group E, shall be amended as follows: An automatic sprinkler system shall be provided throughout all Group E occupancies when the fire area exceeds 5,000 square feet. 12. Section 903.2.7 Group M, shall be amended as follows: An automatic sprinkler system shall be provided throughout all Group M occupancies when the fire area exceeds 10,000 square feet or the fire area is located more than three stories above the grade plane. 13. Section 903.2.8 Group R, shall be amended as follows: An automatic sprinkler system shall be required throughout Groups R-1, R-2, and R-4 occupancies. An automatic sprinkler system shall be required throughout Group R-3 occupancies, with the following exceptions: 1. Adult care facilities that provide accommodations for five or fewer persons of any age for less than 24 hours. 2. Child care facilities that provide accommodations for five or fewer persons of any age for less than 24 hours. 3. Single-family detached homes shall be required to follow Section R313 of the 2018 International Residential Code (IRC), as amended. 14. Section 903.3.5 Water Supplies, shall be amended to read as follows: Water supplies for automatic sprinkler systems shall comply with this section and the standards referenced in Section 903.3.1. The potable water supply shall be protected against backflow in accordance with the requirements of this section and the Illinois Plumbing Code. 15. Section 905.3.1 Height, shall be amended to read as follows: An approved standpipe system shall be installed in all buildings three (3) stories or more in height in each stairwell at each level. Standpipe systems shall be installed in all buildings where any portion of the building floor area is more than 200 feet travel distance from the nearest point of the fire department vehicle access. 16. Section 907.1.4 Equipment, shall be added. 1. Location of the annunciator panel shall be approved by the Fire Code Official. 2. An annunciator panel or the main fire panel shall be placed near the fire sprinkler main riser. 3. A red strobe light shall be installed by the annunciator panel or above the closest entrance to the fire alarm control panel as approved by the Fire Code Official 4. The annunciator panel shall indicate and have all of the functions of the fire alarm panel. 5. The annunciator shall be properly marked to show each zone. 6. A detailed floor plan illustrating each zone shall be provided on each fire alarm control panel and located adjacent to each annunciator panel. 17. Section 907.2.1 Group A, shall be amended to read, in part, as follows: Ordinance No. 2019-____ Page 4 A manual fire alarm system that activates the occupant notification system in accordance with Section 907.5 shall be installed in Group A occupancies having an occupant load of 100 or more persons. Portions of Group E occupancies occupied for assembly purposes shall be provided with a fire alarm system as required for the Group E occupancy. 18. Section 907.2.2 Group B, shall be amended to read, in part, as follows: A manual fire alarm system shall be installed in Group B occupancies where one of the following conditions exists: 1. The combined Group B occupant load of all floors is 250 persons or more, or 2. The Group B occupant load is more than 100 persons above or below the lowest level of exit discharge, or 3. The Group B fire area contains a Group B ambulatory health care facility. 19. Section 907.2.4 Group F, shall be amended to read, in part, as follows: A manual fire alarm system that activates the occupant notification system in accordance with Section 907.5 shall be installed in Group F occupancies where both of the following conditions exist: 1. The Group F occupancy is two or more stories in height; and 2. The Group F occupancy has a combined occupant load of 250 or more above or below the lowest level of exit discharge. 20. Section 907.2.5 Group H, shall be amended to read as follows: A complete fire alarm system shall be installed in all group H occupancies. Any listed special detection devices approved for the specific hazard shall be approved by the Fire Code Official, such detection devices shall be connected to the fire alarm. 21. Section 907.2.7 Group M, shall be amended to read as follows: A manual fire alarm system that activates the occupant notification system in accordance with Section 907.5 shall be installed in Group M occupancies where one of the following conditions exists: 1. The combined Group M occupant load of all floors is 250 or more persons. 2. The Group M occupant load is more than 100 persons above or below the lowest level of exit discharge. 22. Section 907.2.11.5 Group S, a new section shall be added to read as follows: A complete fire alarm system shall be installed in all Group S occupancies or as otherwise approved by the Fire Code Official. 23. Section 912.5 Backflow Protection, shall be amended to read as follows: The potable water supply to automatic sprinkler and standpipe systems shall be protected against backflow as required by the Illinois Plumbing Code. 24. Section 912.1 Installation, shall be amended to read as follows: Fire department connections shall be installed in accordance with the NFPA standard applicable to the system design and shall comply with Sections 912.2 through 912.6. The fire department connection shall be an approved five-inch (5”) connection with a thirty (30) degree down turn. A white strobe light shall be placed above the fire department Ordinance No. 2019-____ Page 5 connection and the white strobe light shall indicate on water flow only. A two and one- half inch (2 ½”) NST single fire department connection shall be acceptable where piped to a three inch (3”) or smaller riser. 25. Section 1101.1 Add the following: When there is a conflict between this code and the Illinois Accessibility Code, the stricter of the requirements shall apply. 26. Roof drainage Add the following: The roof drainage system ((primary and secondary shall be designed and installed per Chapter 11 Storm Drainage of the International Plumbing Code 2018 Edition. 27. Section 1612.3 Establishment of flood hazard areas, shall be amended by inserting “Kendall County” as the name of jurisdiction and to insert the Flood Insurance Rate Map effective date of “February 4, 2009.” 28. Section 2901.1 Scope, shall be amended to read as follows: This chapter and the Illinois State Plumbing Code shall govern the erection, installation, alteration, repairs, relocation, replacement, addition to, use or maintenance of plumbing equipment and systems. 29. Section 3002.4 Elevator car, is amended to read as follows: Where elevators are provided in buildings two or more stories above, or two or more stories below grade plane, at least one elevator shall be provided for fire department emergency access to all floors. The elevator car shall be of such a size and arrangement to accommodate an ambulance stretcher 24 inches by 84 inches (610 mm by 2134 mm) with not less than 5-inch (127 mm) radius corners, in the horizontal, open position and shall be identified by the international symbol for emergency medical services (star of life). The symbol shall not be less than 3 inches (76 mm) high and shall be placed inside on both sides of the hoist way door frame. The inside hand rail shall be set at the maximum thirty six (36”) inch height allowed under ADA standards to better accommodate the ambulance stretcher. The cab size is to be a minimum five (5’) foot by seven (7’) foot platform and minimum 2500 lb capacity with a 42” side slide door. Exception: Single-family homes. 30. Chapter 35 Referenced Standards – ICC Delete all references to the International Plumbing Code. 31. Appendices – Adopt the following appendices: C, F, G, I, J, K, N Section 2. That Title 8, Chapter 2, Section 8-2-2 of the Yorkville City Code, as amended, be and is hereby amended to read as follows: 8-2-2 ELECTRICAL CODE A. Adopted: The regulations of the 2017 edition of the national electrical code (NEC), as recommended and published by the National Fire Protection Agency (NFPA), published in pamphlet form, are adopted as the regulations for the installation of electrical conductors, equipment, and raceways; signaling and communication conductors, equipment and raceways; Ordinance No. 2019-____ Page 6 and optical fiber cables and raceways in all occupancy types and structures in the city with such amendments as are hereafter set forth in this section. B. Electrical Code Amendments Section 210.8 Ground Fault Circuit interrupter Exception to (4) and (5) GFCI protection is not required for sump pumps if all the following are met: (1) No other appliance, fixture or device is on the circuit (2) Simplex receptacle (3) A GFCI receptacle shall be located within 6 feet Section 2. This Ordinance shall be in full force and effect upon its passage, approval, and publication as provided by law. C. Certificate Of Occupancy: Whenever a certificate of occupancy for a business use is required pursuant to subsection 10-4-12B of this code, it shall be unlawful for a public electric utility service provider in the city to transfer the electrical service to a new or different business customer without receiving notice from the city that the city has issued a certificate of occupancy for the building or portion thereof to be occupied by that business customer's use. Section 3. That Title 8, Chapter 2, Section 8-2-3 of the Yorkville City Code, as amended, be and is hereby amended to read as follows: 8-2-3 MECHANICAL CODE A. Adopted. The regulations of the 2018 edition of the International Mechanical Code, as recommended and published by the International Code Council, Inc., published in pamphlet form, are adopted as the regulations governing the design, construction, quality of materials, erection, installation, alteration, repair, locations, relocation, replacement, additions to, use or maintenance of mechanical systems in the City with such amendments as are hereafter set forth in this Section. B. Mechanical Code amendments. 1. Section 109.1 Add the following: The Planning and Zoning Commission shall function as the Building Board of Appeals. 2. Delete in their entirety 109.2 – 109.7 3. Chapter 15 Referenced Standards – ICC Delete all references to the International Plumbing Code. 4. The following subsection shall be added to Section 901: 901.5 Any penetration of the firebox area made by a gas pipe shall be sealed by mortar caulk or other method approved by the Building Code Official. 5. Appendix A. Chimney Connector Pass-Throughs shall be adopted. Ordinance No. 2019-____ Page 7 Section 4. That Title 8, Chapter 2, Section 8-2-4 of the Yorkville City Code, as amended, be and is hereby amended to read as follows: 8-2-4 ILLINOIS PLUMBING CODE A. Adopted (1) The Illinois Plumbing Code, as amended, published by the Illinois Department of Public Health, is adopted and incorporated by reference as the rules and regulations for the installation, repair and alteration of plumbing, private water supply systems, private storms drainage systems and private sewage disposal systems. 1. The following subsection shall be added as required sump pit discharge piping: All sump pump discharges shall be in conformance with one of the following: 1) Discharge to the public storm sewer may occur at any time in conformance with the United City of Yorkville’s Standard Specifications for Improvements, or 2) Discharge to grade, when not prohibited above, may be permitted provided that the sump pumps do not discharge directly onto any street, sidewalk, bike path, or in any manner that will cause icing, flooding or a nuisance. Sump pit required: Crawl spaces under buildings used for human habitation shall be provided with a sump pit in accordance the applicable codes. When both a basement and crawl space are provided under a building used for human habitation, only the basement must be provided with a sump pit. When a basement exists without a sump pit and a crawl space is being constructed immediately adjacent thereto, the crawl space shall not require a sump pit. Section 5. That Title 8, Chapter 2, Section 8-2-5 of the Yorkville City Code, as amended, be and is hereby amended to read as follows: 8-2-5 ILLINOIS ENERGY CONSERVATION CODE The Illinois Energy Conservation Code, as amended and published by the Capital Development Board pursuant to the Capital Development Board Act (20 ILCS 3105/10.09-5) in Title 71, Chapter 1, Subchapter d, Part 600 of the Illinois Administrative Code is adopted as the City’s Energy Conservation Code to regulate energy efficient buildings standards for new construction, addition, alteration, renovation or repair. Section 6. That Title 8, Chapter 2, Section 8-2-6 of the Yorkville City Code, as amended, be and is hereby amended to read as follows: 8-2-6 FIRE CODE A. Adopted. The regulations of the 2018 Edition of the International Fire Code, as recommended and published by the International Code Council, Inc., published in pamphlet form, are adopted as the regulations governing the safeguarding of life and property from fire and explosion hazards arising from the storage, handling and use of hazardous substances, materials and devices, and from conditions hazardous to life or Ordinance No. 2019-____ Page 8 property in the occupancy of buildings and premises in the City with such amendments as hereafter set forth in this Section. B. Fire Code Amendments 1. Section 101.1 Title, shall be amended to insert the name of jurisdiction – “United City of Yorkville” 2. Section 103.1 General, shall be amended to read as follows: In accordance with the provisions set forth in the current inter-governmental agreement with the Bristol-Kendall Fire Protection District, the department of fire prevention is established within the jurisdiction under the direction of the Fire Code Official. The function of the department shall be the implementation, administration and enforcement of the provisions of this Code. 3. Section 103.2 Appointment, shall be amended to read as follows: The Fire Marshal of the Bristol-Kendall Fire Protection District shall be the Fire Code Official as appointed by the Fire Chief. The Fire Chief shall appoint personnel of the Bristol-Kendall Fire Protection District to assist in enforcing this Code. Such appointments shall include, but not be limited to a Fire Marshal, and as many inspectors, investigators, and public safety educators as may be needed. For the purposes of this Code, the Fire Marshal is the same as the Fire Code Official. 4. Section 104.8 Modifications, shall be amended to include the following: A signed copy of the Fire Chief’s decision shall be kept in the permit file and furnished to the permit applicant. 5. Section 105.1.1 Permits Required, shall be amended to read as follows: Permits required by this Code shall be obtained from the Fire Code Official. Permit and plan review fees, if any, shall be paid in accordance with the current inter-governmental agreement prior to issuance of the permit. Permits shall be kept on the premises designated therein at all times and shall be readily available for inspection by the Fire Code Official. 6. Section 105.4.1 Submittals, shall be amended to read as follows: Construction documents and supporting data shall be sealed with a “NICET III” or higher certification and submitted for review and approval by the Fire Code Official. A minimum of two sets of plans and specifications shall be included in the submittal along with two copies of an approved electronic file. Upon approval by the Fire Code Official, one set of approved plans and specifications shall be provided to the United City of Yorkville Community Development Department. 7. Section 105.6 Required operational permits, shall be amended to read as follows: The Fire Code Official is authorized to issue operational permits for the operations set forth in sections 105.6.1 through 105.6.46. Any fees associated with the issuance of an operational permit shall be paid in accordance with the approved fee schedule in the current inter-governmental agreement with the Bristol-Kendall Fire Protection District. All operational permits shall be kept on file with the Fire Code Official. 8. Section 105.6.2 Amusement buildings, shall be deleted in its entirety and replaced with the following: Ordinance No. 2019-____ Page 9 Amusement buildings. An operational permit it is required to operate a special amusement building. 9. Section 105.6.11 Cutting and welding, shall be deleted in its entirety and replace with the following: Cutting and welding. An operational permit is required to conduct cutting or welding operations within the United City of Yorkville. 10. Section 105.6.30 Open burning, shall be amended to read as follows: All open burning shall comply with Section 4-1-1 of this Code providing for the regulation of open burning. 11. Section 105.6.32 Open flames and candles, shall be deleted in its entirety and replaced with the following: Open flames and candles. An operational permit is required to use open flames or candles in connection with assembly areas, dining areas of restaurants or drinking establishments. 12. Section 105.6.34 Places of assembly, shall be deleted in its entirety and replaced with the following: Places of assembly. An operational permit is required to operate a place of assembly. 13. Section 105.6.47 Laboratory/research facility, shall be added as follows: An operational permit is required to operate any laboratory or research facility which conducts testing or experimentation. 14. Section 105.6.48 Child Care (home occupation), shall be added as follows: An operational permit is required to operate a child care facility as a “home occupation” for 6 or more children that are cared for at any one time. The operational permit shall not include provisions for permanent residence or overnight accommodations. All local and state laws shall be adhered to in conjunction with the registration and licensing requirements of the Department of Children and Family Services (DCFS). 15. Section 109.1 Add the following: The Planning and Zoning Commission shall function as the Building Board of Appeals. 16. Section 110.4 Violations, shall be amended to read as follows: Persons who violate a provision of this Code or fail to comply with any of the requirements thereof or who erects, installs, alters, repairs, or performs work in violation of the approved construction documents or directive of the Fire Code Official, or of a permit or certificate used under provisions of this Code, shall be subject to a penalty according to this Code. The fine shall be as set forth by City Ordinance 1-4-1. Each day that a violation continues after due notice shall be deemed a separate offense. 17. Section 110.4.2 False Alarm, shall be added to read as follows: An alarm signal given needlessly, which indicates the existence of any emergency situation; when in fact, no such emergency exists, shall constitute a false alarm and shall be subject to penalty as prescribed in the schedule of fees set forth in the current inter- Ordinance No. 2019-____ Page 10 governmental agreement. A false alarm shall include any alarm signal generated by any fire protection system by whatever means, but shall not include alarms resulting from any of the following causes: 1. A fire causing structural damage to the protected premises - verified by the fire district. 2. A tornado or hurricane winds causing structural damage to the protected premises – verified by the fire district. 3. Flooding to the protected premises due to overflow of natural drainage – verified by the fire district. 4. Telephone line malfunction verified to the fire district by an authorized telephone company supervisor within seven days of the occurrence. 5. Electrical service interruption verified to the fire district by the local power company within seven days of the occurrence. 6. Plumbing or electrical malfunctions unrelated to the fire protection system – verified by the fire district. 18. Section 104.4.3 False Alarm, schedule of fees, shall be added as follows: Fees assessed for the improper use of a fire alarm system shall be subject to the schedule of fees in accordance with the current inter-governmental agreement with the Bristol- Kendall Fire Protection District. These fees shall be collected by the Bristol-Kendall Fire Protection District and reported to the United City of Yorkville. As new fees are created, or old fees are changed, the schedule of fees associated with the inter-governmental agreement shall be reviewed and approved by the United City of Yorkville. 19. Section 112.4 Failure to comply, shall be amended to read as follows: Any person, who continues to work after having been served with a “stop work order,” except such work as that person is directed to perform to remove a violation or unsafe condition, shall be subject to a penalty as prescribed by this Code. Each and every day a person continues to work shall constitute a separate offense and shall be subject to fines as set forth by City Ordinance 1-4-1. 20. Section 106.2 Schedule of permit fees, shall be amended to read as follows: A fee for each permit shall be paid (as required) in accordance with the fee schedule as established by the applicable governing authority and the current inter-governmental agreement with the Bristol-Kendall Fire Protection District. As new fees are created, or old fees are changed, the schedule of fees associated with the inter-governmental agreement shall be reviewed and approved by the United City of Yorkville. 21. Section 202 General Definitions, shall be amended to include the following definition: Fire Alarm User – the owner of the property from which the false alarm originates, including but not limited to, any individual, partnership, corporation, organization or other entity occupying the property with the permission of the owner. 22. Section 505.3 Lightweight construction, shall be added to read as follows: Ordinance No. 2019-____ Page 11 Buildings erected using lightweight construction systems to include: Wooden I-beams, wood trusses, metal trusses, or any combination thereof, shall provide signage identifying the structural system used on the exterior of the building as approved by the Fire Marshal. 23. Section 505.3.1 Emblem required, shall be added to read as follows: An all-weather emblem identifying lightweight truss construction shall be provided, located and designed as follows: (a) Emblem shall be provided by the property owner. (b) Emblem shall be located within 6” inches of the fire department key box or fire department connection or at the discretion of the Fire Marshal. (c) The truss emblem shall be a sign consisting of an isosceles triangle not less than 10 inches by 6 inches vertical made of reflective material with a white background and red lettering containing the following: type of construction (type I, II, III, IV, V), the letter(s) “F” to signify a building or structure having a floor with truss construction; “R” to signify a building or structure having a roof with truss construction: or “FR” to signify a building or structure having both floor and roof with truss construction. Exception: Single family homes. 24. Section 507.5.7 Hydrant spacing, shall be added to read: A fire hydrant shall not be more than 100 feet travel distance from the fire department connection that serves, unless approved by the Fire Marshall. 25. Section 507.8 Hydrant Marking, shall be added to read as follows: On all private parking areas of multiple-family residential, commercial and industrial uses, a “No Parking…Fire Hydrant” sign shall be placed in a conspicuous location to identify the restricted parking area. In addition to the required sign, the curb or pavement (only when a curb is not present) directly in front of the fire hydrant, shall be painted yellow with an approved material. The designated area shall be 15 feet (7.5 feet on each side of the fire hydrant) in total length. 26. Section 901.6.3.1 Records, shall be amended to read as follows: The most recent records of all system inspections, tests, and maintenance required shall be maintained on premises and a copy shall be forward to the Fire Prevention Bureau via e-mail, mail, or fax within 14 days after completion of inspection. 27. Section 903.7 Commercial multi-tenant occupancies, shall be amended to add the following: All sprinklered multi-tenant occupancies hereafter constructed shall have an isolation control valve and water flow switch installed for each tenant space. 28. Section 907.1.2 Fire alarm shop drawings shall be amended to add the following: (a) All fire alarm systems shall be of the addressable type. (b) All multi-tenant occupancies shall be provided with a weather proof amber strobe light at the entrance of the tenant space that activate upon an alarm condition in that tenant space. 29. Section 903.2.1.1 Group A-1, shall be amended as follows: Ordinance No. 2019-____ Page 12 An automatic sprinkler system shall be provided for Group A-1 occupancies when the fire area exceeds 5,000 square feet. 30. Section 903.2.1.3 Group A-3, shall be amended as follows: An automatic sprinkler system shall be provided for Group A-3 occupancies when the fire area exceeds 5,000 square feet. 31. Section 903.2.1.4 Group A-4, shall be amended as follows: An automatic sprinkler system shall be provided for Group A-4 occupancies when the fire area exceeds 5,000 square feet. 32. Section 903.2.2 Group B ambulatory health care facilities, shall be amended to read as follows: Section 903.2.2 Group B. An automatic sprinkler system shall be provided throughout all Group B occupancies when the fire area exceeds 5,000 square feet. Section 903.2.3 Group E, shall be amended as follows: An automatic sprinkler system shall be provided throughout all Group E occupancies when the fire area exceeds 5,000 square feet. 33. Section 903.2.7 Group M, shall be amended as follows: An automatic sprinkler system shall be provided throughout all Group M occupancies when the fire area exceeds 10,000 square feet or the fire area is located more than three stories above the grade plane. 34. Section 903.2.8 Group R, shall be amended as follows: An automatic sprinkler system shall be required throughout Groups R-1, R-2, and R-4 occupancies. An automatic sprinkler system shall be required throughout Group R-3 occupancies, with the following exceptions: 1. Adult care facilities that provide accommodations for five or fewer persons of any age for less than 24 hours. 2. Child care facilities that provide accommodations for five or fewer persons of any age for less than 24 hours. 3. Single-family detached homes shall be required to follow Section R313 of the 2018 International Residential Code (IRC), as amended. 35. Section 903.3.5 Water Supplies, shall be amended to read as follows: Water supplies for automatic sprinkler systems shall comply with this section and the standards referenced in Section 903.3.1. The potable water supply shall be protected against backflow in accordance with the requirements of this section and the Illinois Plumbing Code. 36. Section 905.3.1 Height, shall be amended to read as follows: An approved standpipe system shall be installed in all buildings three (3) stories or more in height in each stairwell at each level. Standpipe systems shall be installed in all buildings where any portion of the building floor area is more than 200 feet travel distance from the nearest point of the fire department vehicle access. 37. Section 907.1.4 Equipment, shall be added. Ordinance No. 2019-____ Page 13 1. Location of the annunciator panel shall be approved by the Fire Code Official. 2. An annunciator panel or the main fire panel shall be placed near the fire sprinkler main riser. 3. A red strobe light shall be installed by the annunciator panel or above the closest entrance to the fire alarm control panel as approved by the Fire Code Official 4. The annunciator panel shall indicate and have all of the functions of the fire alarm panel. 5. The annunciator shall be properly marked to show each zone. 6. A detailed floor plan illustrating each zone shall be provided on each fire alarm control panel and located adjacent to each annunciator panel. 38. Section 907.2.1 Group A, shall be amended to read, in part, as follows: A manual fire alarm system that activates the occupant notification system in accordance with Section 907.5 shall be installed in Group A occupancies having an occupant load of 100 or more. Portions of Group E occupancies occupied for assembly purposes shall be provided with a fire alarm system as required for the Group E occupancy. 39. Section 907.2.2 Group B, shall be amended to read, in part, as follows: A manual fire alarm system shall be installed in Group B occupancies where one of the following conditions exists: 1. The combined Group B occupant load of all floors is 250 persons or more, or 2. The Group B occupant load is more than 100 persons above or below the lowest level of exit discharge, or 3. The Group B fire area contains a Group B ambulatory health care facility. 40. Section 907.2.4 Group F, shall be amended to read, in part, as follows: A manual fire alarm system that activates the occupant notification system in accordance with Section 907.5 shall be installed in Group F occupancies where both of the following conditions exist: 1. The Group F occupancy is two or more stories in height; and 2. The Group F occupancy has a combined occupant load of 250 persons or more above or below the lowest level of exit discharge. 41. Section 907.2.5 Group H, shall be amended to read as follows: A complete fire alarm system shall be installed in all group H occupancies. Any listed special detection devices approved for the specific hazard shall be approved by the Fire Marshal, such detection devices shall be connected to the fire alarm. 42. Section 907.2.7 Group M, shall be amended to read as follows: A manual fire alarm system that activates the occupant notification system in accordance with Section 907.5 shall be installed in Group M occupancies where one of the following conditions exists: 1. The combined Group M occupant load of all floors is 250 or more persons. Ordinance No. 2019-____ Page 14 2. The Group M occupant load is more than 100 persons above or below the lowest level of exit discharge. 43. Section 907.2.11.5 Group S, a new section shall be added to read as follows: A complete fire alarm system shall be installed in all Group S occupancies or as otherwise approved by the Fire Marshal. 44. Section 912.5 Backflow Protection, shall be amended to read as follows: The potable water supply to automatic sprinkler and standpipe systems shall be protected against backflow as required by the Illinois Plumbing Code. 45. Section 912.1 Installation, shall be amended to read as follows: Fire department connections shall be installed in accordance with the NFPA standard applicable to the system design and shall comply with Sections 912.2 through 912.6. The fire department connection shall be an approved five-inch (5”) connection with a thirty (30) degree down turn. A white strobe light shall be placed above the fire department connection and the white strobe light shall indicate on water flow only. A two and one- half inch (2 ½”) NST single fire department connection shall be acceptable where piped to a three inch (3”) or smaller riser. 46. Section 5601.1.6 Storage of Fire and Explosive Hazards, shall be added as follows: The storage of fire and explosive hazards such as: detonable materials, hazardous solids, liquids, and gases shall comply with the Performance Standards established in the City’s Zoning Ordinance, as amended from time to time. 47. Chapter 80 Referenced Standards – ICC Delete all references to the International Plumbing Code 48. Section 5704.2.9.6.1 – See Local Zoning Restrictions 49. Section 5706.2.4.4 – See Local Zoning Restrictions 50. Section 5806.2 – See Local Zoning Restrictions 51. Section 6104.2 – See Local Zoning Restrictions 52. Appendix D – Figure D103.1 Dead-End Fire Apparatus Access Road Turnaround, shall be amended to read as follows: 96’ Diameter Cul-de-sac as illustrated shall be amended to a minimum of 130 ft. ROW diameter and 100 ft. pavement diameter, per the City’s Subdivision Control Ordinance. 53. Adopt the following appendices: B, C, D, E, F, G, H, K, N Section 7. That Title 8, Chapter 2, Section 8-2-7 of the Yorkville City Code, as amended, be and is hereby amended to read as follows: 8-2-7 FUEL GAS CODE Ordinance No. 2019-____ Page 15 A. Adopted. The regulations of the 2018 Edition of the International Building Code, as recommended and published by the International Code Council, Inc., published in pamphlet form, are adopted as the regulations governing fuel gas systems and gas- fired appliances in the City with such amendments as are hereafter set forth in this Section. B. Fuel Gas Code Amendments 1. Section 109.1 Add the following: The Planning and Zoning Commission shall function as the Building Board of Appeals. 2. Delete in their entirety 109.2 – 109.7 3. Section 502.6 shall be amended by adding the following: B Vent Support shall be provided at a minimum of every five (5) feet with no screw penetrations unless specifically permitted by the vent manufacturer. 4. Adopt appendices A, B, C 5. Chapter 8 Referenced Standards – ICC Delete all references to the International Plumbing Code. Section 8. That Title 8, Chapter 2, Section 8-2-8 of the Yorkville City Code, as amended, be and is hereby amended to read as follows: 8-2-8 RESIDENTIAL CODE A. Adopted. The regulations of the 2018 Edition of the International Residential Code, as recommended and published by the International Code Council, Inc., published in pamphlet form, are adopted as the regulations governing the construction, alteration, movement, enlargement, replacement, repair, equipment, location, removal and demolition of detached one-and two-family dwellings and multiple single-family dwellings not more than three stories in height with separate means of egress in the City with such amendments as are hereafter set forth in this Section. B. Residential Code Amendments 1. Section R101.1 Title, shall be amended to insert the name of jurisdiction – “United City of Yorkville”. 2. Section R105.2 Work exempt from permit, shall be amended to read as follows: Building: Delete items 1, 5, and 10 as these items shall require permitting. 3. Table R301.2(1) Climatic and Geographic Design Criteria, shall be completed with the following insertions. Ground Snow Load.................................................................................................. 25 lbs./sq.ft. Wind Design (Speed)..................................................................................................... 90 mph Wind Design (Topographic effects)...................................................................................... NO Seismic Design Category........................................................................................................ B Subject to Damage from (Weathering)............................................................................ Severe Subject to Damage from (Frost line depth)......................................................... 42” below grade Subject to Damage from (Termite)............................................................... Moderate to Heavy Ordinance No. 2019-____ Page 16 Winter Design Temperature................................................................................... -5 degrees F Ice Barrier Underlayment Required.................................................................................... YES Flood Hazards................................................................................... Refer to local designations Air Freezing Index............................................................................................................. 2000 Mean Annual Temperature.................................................................................... 48 degrees F Elevation………………………………………………………………………………… 758 Latitude………………………………………………………………………………….. 42 Winter heating …………………………………………………………………….…….. 1 Summer cooling………………………………………………………………… 88 degrees Altitude correction factor ……………………………………………………….……… .98 Indoor design temperature …………………………………………………………… 72o F Design temperature cooling ………………………………………………………..... 75o F Heating temperature differential ……………………………………………………... (72) Cooling temperature differential ……………………………………………………… 15 Wind velocity heating ………………………………………………………………… 15 Wind velocity cooling ……………………………………………………….……. 7 1/2 Coincident wet bulb …………………………………………………………………… 74 Daily range ……………………………………………………………………………... M Winter humidity ………………………………………………………………………… 40 Summer differential …………………………………………………………………. 2.25 4. Section R310.4 Bars, grilles, covers and screens, shall be amended to require safety covers capable of supporting at least 250 pounds of load. 5. Section R313.1 Townhouse automatic fire sprinkler systems, shall be amended to read as follows: Section R313.1 Townhouse and two-family dwellings automatic fire sprinkler systems. An automatic residential fire sprinkler system shall be installed in townhouses and two-family dwellings. 6. Section R313.2 One- and two-family dwellings automatic fire sprinkler systems, shall apply only to newly constructed one-family dwellings that are more than 3,500 square feet in area. 7. Chapter 11 Energy Efficiency. Shall be amended to read as follows: Compliance shall be determined by the current IECC adopted in 8-2-5. 8. Section P2501.1 Scope, shall be amended adding the following: All plumbing work shall conform to the current edition of the State of Illinois Plumbing Code. 9. Appendices to be included with the adoption of this Residential Code shall include: Appendix A, B, C, E, F, G, H, J, K, M, O, Q 10. Section R202, Definitions, shall be amended to add the following definition: Fence. A permanent enclosure or barrier, such as wooden posts, wire, iron, or any other allowable material erected for the purpose of providing a boundary or as a means of protection, or to prevent uncontrolled access, or for privacy screening or confinement, or for decorative purposes (such as an ornamental gate). Materials used to contain or Ordinance No. 2019-____ Page 17 separate a garden area, an earthen stockpile, a storm water basin, or any other similar temporary use shall not be classified as a fence. 11. Sections E3902.4 and E3902.5 Ground Fault Circuit –interrupter Add exception for GFCI protection, It is not required for sump pumps if all the following are met: (4) No other appliance, fixture or device is on the circuit (5) Simplex receptacle (6) A GFCI receptacle shall be located within 6 feet Section 9. That Title 8, Chapter 2, Section 8-2-9 of the Yorkville City Code, as amended, be and is hereby amended to read as follows: 8-2-9 PROPERTY MAINTENANCE CODE a. Adopted. The regulations of the 2018 Edition of the International Property Maintenance Code, as recommended and published by the International Code Council, Inc., published in pamphlet form, are adopted as the regulations governing the conditions and maintenance of all property, buildings and structures; by providing the standards for supplied utilities and facilities and other physical things and conditions essential to ensure that structures are safe, sanitary and fit for occupation and use; and the condemnation of buildings and structures unfit for human occupancy and use, and the demolition of such existing structures in the City with such amendments as are hereafter set forth in this Section. b. Property Maintenance Code Amendments (1) The following subsections shall be added to Section 302.2 Grading and Drainage: 302.2.1 Individual Earthen Stockpiles. Stockpiles of earthen materials in excess of two (2) feet above grade located on a single vacant lot that causes a nuisance, with the exception of City approved landscaped berms, shall be flattened and maintained per City Ordinance. 302.2.2 Developer Community Earthen Stockpiles. Upon substantial completion of mass grading, stockpiles of earthen material in excess of ten (10) feet above grade located on a vacant lot will require a six (6) foot temporary galvanized chain link fence. (2) Section 302.4 Weeds, shall be amended to add the language as follows: Exception: City approved native prairie planting areas are exempt from the maximum height requirement. Section 302.10 Nuisance Tree Abatement, shall be added. 302.10.1 Nuisance declared In the event it is determined by the Building Official, or designee or the municipal arborist, that any part of a tree is dead and any part of the tree imposes an imminent danger to a person or property, and/or any tree is in fact, diseased or infected or infested with a condition creating a substantial risk of spreading such condition that would significantly be injurious to other trees, persons, or animals, including without limitation, the Dutch Elm disease, infested with Emerald Ash Borer, affected with oak wilt, or infected with conifer bark beetles, all as determined by the Building Ordinance No. 2019-____ Page 18 Official, or designee, or municipal arborist, said tree or trees shall forthwith be and hereby declared to be a nuisance 302.10.2 Duty of Owner/occupant to Abate Ash and Oak Trees: When requested in writing by the Village or its agent, each owner or occupant of private property shall be requested, within 30 days after such request has been delivered or mailed to them by the Building Official, or designee, to have an inspection on any tree(s) located on such private property by a qualified forestry professional in order to determine whether any diseased elm tree(s) and/or tree(s) infested with Emerald Ash Borer, or any tree of the species of oak having the appearance of or suspected of being affected with fungus Ceratocytsis fagacearum, commonly called “oak wilt” and/or trees infested with conifer bark beetles exist on such parcel of land. Written report(s) of the result of the inspection and report shall include the marking and photographing of any tree(s) found to be diseased with elm tree(s), tree infested with Emerald Ash Borer, and/or any tree affected with the oak wilt and/or trees infested with conifer bark beetles. 302.10.2.1 Tree, parts of trees: The owner or occupant(s) of private property on which tree (or part of a tree) constituting a nuisance exist shall forthwith remove and destroy said tree (or part of a tree or trees) and shall chip the same or cause the same to be removed, destroyed and ground, milled, chipped or otherwise disposed of consistent with the provisions of the applicable state and federal quarantine within 10 days of notification to such owner, occupant or agent that said dead, diseased, infected and /or infested tree is, in fact, dead, diseased, infected and/or infested. No chips or other particles resulting from such removal operation shall exceed one inch in any dimension, unless allowed pursuant to the provisions of any applicable state or federal quarantine. All stumps of such dead, diseased, infected, and/or infested trees shall be removed to a depth of not less than eight inches below the ground surface and then covered with soil of the same depth. No ash tree material shall be removed from any quarantine zone as imposed from time to time by any state or federal agency, unless such removal is done consistent with the provisions of state and federal quarantine. Notwithstanding any other provision in this section to the contrary, all removal operations for such dead, diseased and/or infected tree(s) or part of a tree shall fully comply with all applicable state and federal statutes and/or regulations as exist from time to time. 302.10.3 Notice to Abate Whenever the owner or occupant of any property containing a dead, diseased, infected and/or infested tree permits the dead, diseased, infected and/or infested tree to remain on such premises, the municipality shall proceed as follows: (A) A notice shall be sent by mail or delivered to the occupant and to the person to whom was sent the property tax bill for the general taxes for the last year preceding on the subject parcel of land. (B) Such notice shall state that there is a tree constituting a nuisance on the premises. The notice shall describe the subject parcel of land by legal description or the street address, and shall state that unless the dead, diseased, infected or infested tree is removed at the property owner’s expense. The date stated in the notice shall not be less than the 30 days after the date of delivery or mailing of the notice. Ordinance No. 2019-____ Page 19 (C) The notice shall include a copy of this Section 302.10. 302.10.4 Abatement by the Municipality; certain cost constitutes a lien. In all cases where the owner, occupant or agent of the subject parcel of land on which said dead, diseased, infected, or infested tree is located cannot be found, or if found and notified as aforesaid neglects or refuses to abate said nuisance, it shall be lawful for the municipality to abate the same by removal, destruction, and chipping of said dead, diseased, infected or infested tree, and in that event said owner, occupant, and agent, or any of them shall be charged with those expenses which may be incurred by the municipality in the removal or abatement of the dead, diseased, infected, or infested tree as aforesaid, which expense shall be collected by the municipality as permitted by law in addition to a fine or penalty provided. Such expenses incurred for the removal of a tree or trees, if not paid, shall be a lien upon the affected subject parcel of land. 302.10.5 Failure to remove tree prohibited It shall be unlawful for the owner of any parcel of land in the municipality to permit any tree or portion thereof, determined to be a nuisance, as determined by the Administrator. or designee and/or municipal arborist, to remain on such premises or anywhere within the municipality Section 302.7, Accessory Structures, is amended by adding: All repairs shall be made with the same or similar material to the existing structure. Section 304.1, Exterior Structure, is amended by adding: The exterior structure shall be kept free from peeling paint, rot, and treated with a protective material to prohibit water infiltration. Section 304.7, Roof and Drainage, is amended by adding: All repairs to roofs and drainage components shall be made with materials in compliance with the current adopted version of the International Building Code and International Residential Code, as applicable. Section 304.15, Doors, is amended by adding: All exterior doors shall be constructed of wood, metal, or polymer material and shall be capable of locking and securing the structure. Section 304.18.2, Windows, is amended by adding: All windows shall comply with Section 8-2-5, Illinois Energy Conservation Code. Replacement windows shall be sized to closely match the size and style of the window being replaced. (3) Section 602.2 Residential Occupancies, shall be amended to delete the following exception. Exception: In areas where the average monthly temperature is above 30°F (-1°C), a minimum temperature of 65°F (18°C) shall be maintained. C. Downtown Property Maintenance District: Ordinance No. 2019-____ Page 20 1) District Defined. The Downtown Property Maintenance District shall be that area within the area described in Ordinance No. 2014-74. 2) Property Maintenance Regulations. In addition to the property maintenance regulations in this Section, it shall be unlawful for any person, firm or corporation in the Downtown Property Maintenance District to be in violation of any of the following additions to the City' s property maintenance regulations: a) Section 304.2 is amended by adding: All exterior surfaces of buildings and accessory structures, excluding roofs, shall be properly maintained and protected from the elements by paint or other protective coating applied in a workmanlike fashion as required by Section 102. 5. Painted or protective coatings shall be without blemishes throughout the exterior and shall be uniform in color. Trim paint shall also be without blemishes and be uniform in color or have a consistent color palette throughout. Every foundation, exterior wall, window and all other exterior surfaces shall be free of holes, cracks, breaks, loose or rotted wood and any condition which might allow rain or moisture, vermin, pests or insects to enter the interior portions of the walls or to the occupied spaces of any dwelling, commercial building or structure. b) Section 304.7 is amended by adding: Roofs shall be structurally sound, water tight and shall prevent rainwater or moisture from entering the walls, ceiling or any other portion of the dwelling, commercial building or structure. All building roofs and gutters shall be kept free of faded and chipped paint and shall be maintained in good repair and in good condition to prevent deterioration. Building roofs and gutters must be cleaned (pressure and/ or chemical), repainted or recovered in its entirety with like material(s) when twenty- five percent ( 25%) or more of any exposed roof surface or gutter becomes discolored or is scaling. In the event a roof shingle or tile is replaced, the replacement shingle or tile shall be of the closest possible color and shade to the existing roofing shingles or tiles. c) Section 304.15 is amended by adding: Fences, exterior walls, exterior doors, exterior windows, dumpster enclosures, decorative walls and accessory structures shall be maintained in good state of repair. d) Section 304.6 is amended by adding: Each exterior wall surface of buildings and structures shall be kept free of fading and chipped paint and must be cleaned (pressure and/or chemical), repainted or recovered in its entirety with like material(s) when twenty- five percent (25%) or more of any exposed surfaces becomes discolored or is peeling. e) Section 304.9 is amended by adding: Any awning or marquee and its supporting members shall be maintained in a good state of repair. Awning or marquees made of cloth, plastic or of a similar material shall not show evidence of excessive weathering, discoloration, ripping, tearing or other damage. Loose or overhanging objects which constitute a danger of falling on a person or property shall be removed. Ordinance No. 2019-____ Page 21 f) Section 302.4 is amended by adding: Weeds, grasses, plants or vegetation, other than trees, bushes, cultivated flowers, vegetable garden crops or other ornamental plants, shall not be grown to a height exceeding six (6) inches. Shrubs shall be kept trimmed to a height not to exceed four (4) feet and provide unrestricted visibility at driveways and street intersections. Overhanging branches of trees extending into the public right-of-way-shall be pruned to a height of at least twelve feet (12') above grade. Landscaping shall be maintained in a good condition so as to present a healthy, neat and orderly appearance at least equal to the original installation and shall be mowed or trimmed in a manner and at a frequency so as not to detract from the appearance of the general area including disease free plants, weed- free mulch, turf trimming and removal of root systems which shows evidence of destroying public or private property. g) Section 302.1 is amended by adding: All trash containers and trash enclosures shall be maintained in a manner which prevents the accumulation of trash, debris, rubbish and litter by providing sufficient containers. All trash containers and dumpsters shall be located and maintained in such a manner so as to provide screening from public view. h) Section 304.18 is amended by adding: Any means of securing a property including crime prevention devises shall be subject to review by the Building Code Official for safety and compliance with the building code. In no instance shall safety bars, grating, or other similar apparatus be allowed over any window, door, or other opening of any building. Any boards, panels or other means of securing structural openings shall be uniform in color and painted to match the exterior color of the building." Section 10. That Title 8, Chapter 2, Section 8-2-10, of the Yorkville City Code, as amended, be and is hereby added to read as follows: 8-2-10 EXISTING BUILDING CODE A. Adopted. The regulations of the 2018 Edition of the International Existing Building Code, as recommended and published by the International Code Council, Inc., published in pamphlet form, are adopted as the regulations governing the repair, alteration, change of occupancy, addition and relocation of existing buildings, including historic buildings, in the City with such amendments as are hereafter set forth in this Section. B. Existing Building Code Amendments (Reserved) Section 11. That Title 8, Chapter 2, Section 8-2-11 of the Yorkville City Code, as amended, be and is hereby amended to read as follows: 8-2-11 SWIMMING POOL AND SPA CODE Ordinance No. 2019-____ Page 22 A. Adopted. The regulations of the 2018 Edition of the International Swimming Pool and Spa Code, as recommended and published by the International Code Council, Inc., published in pamphlet form, are adopted as the regulations of the design, construction, alteration, renovation, replacement, repair and maintenance of swimming pools, spas, hot tubs, aquatic facilities and related equipment in the City with such amendments as are hereafter set forth in this Section. B. Swimming Pool and Spa Code Amendments (1) Section 108.1 Add the following: The Planning and Zoning Commission function as the Building Board of Appeals. (2) Delete in their entirety 108.2 – 108.7 (3) Chapter 11 Referenced Standards – ICC delete all references to the International Plumbing Code. Section 12. That Title 8, Chapter 2, Section 8-2-12 of the Yorkville City Code, as amended, be and is hereby amended to read as follows: 8-2-12 ILLINOIS ACCESSIBILITY CODE A. Adopted. The regulations of the Illinois Accessibility Code, as published enforced by the State of Illinois, published in pamphlet form, are adopted as the regulations governing accessibility in the City with such amendments as are hereafter set forth in this Section. B. Accessibility Code Amendments (1) Any conflicts between this code and Chapter 11 of the IBC shall require the enforcement of the strictest requirement. Section 13. This Ordinance shall be in full force and effect on January 1, 2020 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 ____________________, 2019. ______________________________ CITY CLERK KEN KOCH ________ DAN TRANSIER ________ JACKIE MILSCHEWSKI ________ ARDEN JOE PLOCHER ________ CHRIS FUNKHOUSER ________ JOEL FRIEDERS ________ SEAVER TARULIS _______ JASON PETERSON ________ Ordinance No. 2019-____ Page 23 Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this _____ day of ____________________, 2019. ____________________________________ MAYOR UNITED CITY OF YORKVILLE ORDINANCE NO. 2011-32 Ordinance No. 2011- 32 was approved with amendments by the City Council of the United City of Yorkville on July 26, 2011 and signed by the Mayor of the United City of Yorkville on August 29, 2011. After the ordinance was signed, a scrivener's error was found. One of the amendments that the City Council made was to remove the requirement for fire sprinklers in one- and two-family residential dwellings. The minutes of the regular meeting of the City Council held on July 26, 2011, on page 5 state the following: Alderman Munns stated there are 3 options on the sprinkler system. The staff recommends doing sprinklers on 3500 square-foot homes and above immediately, also with 2 other options to adopt the 3500 square-feet and above in 2015, and there was a third option. The biggest issue discussed was does the city want fire sprinklers, or does the city want them in 2015. Alderman Colosimo stated he will not vote for this code if it requires fire sprinklers. City Attorney Orr asked for Alderman Colosimo to make a motion to amend the International Residential Code to eliminate any sprinkler requirements. Alderman Colosimo made a motion to amend the international single family residential code to eliminate any sprinkler requirements. Seconded by Alderman Kot. Motion to Amend approved by a roll call vote. Ayes-7 Nays-1 Colosimo-aye, Funkhouser-aye, Milschewski-aye, Teeling-aye Gilson-aye, Kot-aye, Munns-aye, Spears-nay" Based on the City Council vote to amend, Ordinance No. 2011- 32,page 13, number 7 should have been amended to read as follows: Section R313.2 One-and two-family dwellings automatic fire system, shall be deleted in its entirety. This change subsequently has been made and the amended Ordinance No. 2011-32 has been signed by the Mayor of the United City of Yorkville on January 31, 2012 and replaces Ordinance No. 2011-32 signed by the Mayor of the United City of Yorkville on August 29, 2011. Ordinance No. 2011-32 AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, ADOPTING BY REFERENCE CERTAIN BUILDING, MECHANICAL, PLUMBING, ENERGY CONSERVATION, FIRE, FUEL GAS, PROPERTY MAINTENANCE, RESIDENTIAL AND EXISTING BUILDING CODES REGULATING AND GOVERNING THE CONSTRUCTION, CONDITIONS AND MAINTENANCE OF ALL PROPERTY, BUILDINGS AND STRUCTURES IN THE CITY 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, pursuant to Section 5/1-3-2 of the Illinois Municipal Code (65 ILCS 5/1-3-2) the City may adopt by reference compilations of rules and regulations for the construction, alteration and maintenance of all property, buildings and structures in the City; and WHEREAS, three copies of the each code to be adopted were filed in the office of the City Clerk and kept available for public use, inspection and examination for a period of 30 days before the adoption of this ordinance; and WHEREAS, the City pursuant to Section 55 of the Illinois Building Commission Act (20 ILCS 3918/55) has given notice of the intended adoption of these codes to the Division of Building Codes and Regulations of the Capital Development Board more than 30 days before the adoption of this ordinance. NOW, THEREFORE, BE IT ORDAINED by the City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. That Title 8, Chapter 2, Section 8-2-1 of the Yorkville City Code, as amended, be and is hereby amended to read as follows: 8-2-1 BUILDING CODE A. Adopted. The regulations of the 2009 Edition of the International Building Code, as recommended and published by the International Code Council, Inc., published in pamphlet form, are adopted as the regulations governing the constructions, alteration, movement, enlargement, replacement, repair, equipment, use and occupancy, location, maintenance, removal and demolition of every building or structure or any appurtenances connected or attached to such buildings or structures with such amendments as are hereafter set forth in this Section. B. Building Code Amendments. 1. Section 101.1 shall be amended to insert the name of jurisdiction — "United City of Yorkville" 2. Section 105.2 work exempt from permit shall be amended to read, in part, as follows: Building: I. One-story detached accessory structures used as tool and storage sheds, playhouses and similar uses, provided the floor area does not exceed 100 square feet (9.29 m2). 2. Decorative, temporary, or similar type fences not over 4 feet (1829 mm) high. 3. Section 1612.3 Establishment of flood hazard areas, shall be amended by inserting Kendall County" as the name of jurisdiction and to insert the Flood Insurance Rate Map effective date of"February 4, 2009." 4. Section 2901.1 Scope, shall be amended to read as follows: The provisions of this chapter, the Illinois State Plumbing Code and the International Plumbing Code shall govern the erection, installation, alteration, repairs, relocation, replacement, addition to, use or maintenance of plumbing equipment and systems. Plumbing systems and equipment shall be constructed, installed and maintained in accordance with the International Plumbing Code and the Illinois State Plumbing Code. 5. Section 3002.4 Elevator car, is amended to read as follows: Where elevators are provided in buildings two or more stories above, or two or more stories below grade plane, at least one elevator shall be provided for fire department emergency access to all floors. The elevator car shall be of such a size and arrangement to accommodate an ambulance stretcher 24 inches by 84 inches (610 mm by 2134 mm) with not less than 5-inch (127 mm) radius corners, in the horizontal, open position and shall be identified by the international symbol for emergency medical services (star of life). The symbol shall not be less than 3 inches 76 mm) high and shall be placed inside on both sides of the hoist way door frame. The inside hand rail shall be set at the maximum thirty six (36") inch height allowed under ADA standards to better accommodate the ambulance stretcher. The cab size is to be a minimum five (5') foot by seven (7') foot platform and minimum 2500 lb capacity with a 42" side slide door. Exception: Single-family homes. Section 2. That Title 8, Chapter 2, Section 8-2-3 of the Yorkville City Code, as amended, be and is hereby amended to read as follows: 8-2-3 MECHANICAL CODE A. Adopted. The regulations of the 2009 edition of the International Mechanical Code, as recommended and published by the International Code Council, Inc., published in pamphlet form, are adopted as the regulations governing the design, construction, quality of materials, erection, installation, alteration, repair, locations, relocation, replacement, additions to, use or maintenance of mechanical systems in the City with such amendments as are hereafter set forth in this Section. B. Mechanical Code amendments. 1) The following subsection shall be added to Section 901: 901.5 Any penetration of the firebox area made by a gas pipe shall be sealed by mortar caulk or other method approved by the Building Code Official. 2 2) Appendix A. Combustion Air Openings and Chimney Connector Pass-Through shall be adopted. Section 3. That Title 8, Chapter 2, Section 8-2- 4 of the Yorkville City Code, as amended, be and is hereby amended to read as follows: 8-2-4 PLUMBING CODE and ILLINOIS PLUMBING CODE A. Adopted 1) The regulations of the 2009 edition of the International Plumbing Code, as recommended and published by the International Code Council, Inc., published in pamphlet form, are adopted as the regulations governing the design and installation of plumbing systems in the City with such amendments as are hereinafter set forth in this Section. 2) The Illinois Plumbing Code, as amended, published by the Illinois Department of Public Health, is adopted and incorporated by reference as the rules and regulations for the installation, repair and alteration of plumbing, private water supply systems, private storms drainage systems and private sewage disposal systems. 3) The Illinois Plumbing Code shall impose the minimum standards applicable but when the International Plumbing Code imposes a more restrictive standard than that standard shall apply. B. International Plumbing Code Amendments 1. Subsection 305.6.1 Frost protection depths, shall be amended to read as follows: 305.6.1 Water service piping shall be installed below the recorded frost penetration but not less than five and one-half (5. 5) feet below grade. In climates with freezing temperatures, plumbing piping in exterior building walls or areas subject to freezing temperatures shall be protected against freezing by insulation or heat or both. Water service piping shall be installed not less than five and one-half(5.5) feet below grade to top of pipe. 305.6.2 Sewer depth: Building sewers that connect to public or private sewage disposal systems shall be a minimum of forty-two (42) inches below finished grade. Measurement shall be taken from top of pipe. 2. Table 403.1 shall be deleted and replaced as follows: Minimum Number of Plumbing Fixtures shall be as prescribed in Section 890 Appendix A of the current Illinois Plumbing Code. 3. Section 403.2 shall be deleted in its entirety and replaced as follows: Separate facilities. Where plumbing fixtures are required, separate facilities shall be provided for each sex. Exceptions: 1. Separate facilities shall not be required for dwelling units and sleeping units. 2. Separate facilities shall not be required in structures or tenant spaces with a total occupant load, including both employees and customers,of 15 or less. 3. Separate facilities shall not be required in mercantile occupancies in which the maximum occupant load is 50 or less. 3 4. Subsection 603.1 shall be amended to read as follows: Size of water service pipe: The water service pipe shall be sized to supply water to the structure in the quantities and at the pressure required in this Code. For any new water service, the minimum diameter of water service pipe shall be one (1.0) inch or in accordance with Title 7, Chapter 5: Water Use and Service of the City Code. 5. Section 603.2 shall be amended as follows: Separation of water service and building sewer: Water service pipe and the building shall be separated by 10 feet of undisturbed or compacted earth. Section 603.2 Exceptions, shall be deleted in its entirety. 6. Subsection 603.2.1 shall be amended to read as follows: Water service near sources of pollution: Potable water service pipes shall not be located in, under, or above cesspools, septic tanks, septic tank drainage fields, seepage pits, or gasoline storage tanks. Refer to requirements of Section 605.1 regarding soil and groundwater conditions. Where the water service pipe must cross the sewer, the bottom of the water service, within ten (10) feet of the point of crossing, shall be at least eighteen 18) inches above the top of the sewer. Water service pipe shall be at least ten (10) feet away from all gasoline storage tanks or piping. 7. The following tables shall be deleted in their entirety and shall be replaced with "All Approved Standards and Materials for water service pipe shall be as prescribed in Section 890 Appendix A of the current Illinois Plumbing Code": Table 605.3 Water Service Pipe Table 605.4 Water Distribution Pipe Table 605.5 Pipe Fittings Table 702.1 Above-ground Drainage and Vent Pipe Table 702.2 Underground Building Drainage and Vent Pipe Table 702.3 Building Sewer Pipe Table 702.4 Pipe Fittings Table 1102.4 Building Storm Sewer Pipe Table 1102.5 Subsoil Drain Pipe Table 1102.7 Pipe Fittings 8. The following subsection shall be added to Section 1113: 1113.1.5 Required sump pit discharge piping: All sump pump discharges shall be in conformance with one of the following: 1) Discharge to the public storm sewer may occur at any time in conformance with the United City of Yorkville's Standard Specifications for Improvements, or 2) Discharge to grade, when not prohibited above, may be permitted provided that the sump pumps do not discharge directly onto any street, sidewalk, bike path, or in any manner that will cause icing, flooding or a nuisance. 1113.2 Sump pit required: Crawl spaces under buildings used for human habitation shall be provided with a sump pit in accordance with Section 1113. When both a basement and 4 crawl space are provided under a building used for human habitation, only the basement must be provided with a sump pit. When a basement exists without a sump pit and a crawl space is being constructed immediately adjacent thereto, the crawl space shall not require a sump pit. Section 4. That Title 8, Chapter 2, Section 8-2-5 of the Yorkville City Code, as amended, be and is hereby amended to read as follows: 8-2-5 ILLINOIS ENERGY CONSERVATION CODE The Illinois Energy Conservation Code, as amended and published by the Capital Development Board pursuant to the Capital Development Board Act (20 ILCS 3105/10.09-5) in Title 71, Chapter 1, Subchapter d, Part 600 of the Illinois Administrative Code is adopted as the City's Energy Conservation Code to regulate energy efficient buildings standards for new construction, addition, alteration, renovation or repair. The City's Energy Conservation Code shall include the 2009 Edition of the International Energy Conservation Code, as recommended and published by the International Code Council, Inc., and the American Society of Heating, Refrigeration and Air-conditioning Engineers (ASHRAE) Standard 90.1. Section 5. That Title 8, Chapter 2, Section 8-2- 6 of the Yorkville City Code, as amended, be and is hereby amended to read as follows: 8-2-6 FIRE CODE A. Adopted. The regulations of the 2009 Edition of the International Fire Code, as recommended and published by the International Code Council, Inc., published in pamphlet form, are adopted as the regulations governing the safeguarding of life and property from fire and explosion hazards arising from the storage, handling and use of hazardous substances, materials and devices, and from conditions hazardous to life or property in the occupancy of buildings and premises in the City with such amendments as hereafter set forth in this Section. B. Fire Code Amendments 1. Section 101.1 Title, shall be amended to insert the name of jurisdiction — "United City of Yorkville" 2. Section 103.1 General, shall be amended to read as follows: In accordance with the provisions set forth in the current inter-governmental agreement with the Bristol-Kendall Fire Protection District, the department of fire prevention is established within the jurisdiction under the direction of the Fire Code Official. The function of the department shall be the implementation, administration and enforcement of the provisions of this Code. 3. Section 103.2 Appointment, shall be amended to read as follows: The Fire Marshal of the Bristol-Kendall Fire Protection District shall be the Fire Code Official as appointed by the Fire Chief. The Fire Chief shall appoint personnel of the Bristol-Kendall Fire Protection District to assist in enforcing this Code. Such appointments shall include, but not be limited to a Fire Marshal, and as many inspectors, investigators, and public safety educators as may be needed. For the purposes of this Code, the Fire Marshal is the same as the Fire Code Official. 5 4. Section 104.8 Modifications, shall be amended to include the following: A signed copy of the Fire Chief's decision shall be kept in the permit file and furnished to the permit applicant. 5. Section 105.1. 1 Permits Required, shall be amended to read as follows: Permits required by this Code shall be obtained from the Fire Code Official. Permit and plan review fees, if any, shall be paid in accordance with the current inter-governmental agreement prior to issuance of the permit. Permits shall be kept on the premises designated therein at all times and shall be readily available for inspection by the Fire Code Official. 6. Section 105.4.1 Submittals, shall be amended to read as follows: Construction documents and supporting data shall be sealed with a "NICET 111" or higher certification and submitted for review and approval by the Fire Code Official. A minimum of two sets of plans and specifications shall be included in the submittal along with two copies of an approved electronic file. Upon approval by the Fire Code Official, one set of approved plans and specifications shall be provided to the United City of Yorkville Community Development Department. 7. Section 105.6 Required operational permits, shall be amended to read as follows: The Fire Code Official is authorized to issue operational permits for the operations set forth in sections 105.6.1 through 105.6.46. Any fees associated with the issuance of an operational permit shall be paid in accordance with the approved fee schedule in the current inter-governmental agreement with the Bristol-Kendall Fire Protection District. All operational permits shall be kept on file with the Fire Code Official. 8. Section 105.6.2 Amusement buildings, shall be deleted in its entirety and replaced with the following: Amusement buildings. An operational permit it is required to operate a special amusement building. 9. Section 105.6.11 Cutting and welding, shall be deleted in its entirety and replace with the following: Cutting and welding. An operational permit is required to conduct cutting or welding operations within the Jurisdiction. 10. Section 105.6.30 Open burning, shall be amended to read as follows: All open burning shall comply with Section 4-1-1 of this Code providing for the regulation of open burning. 11. Section 105.6.32 Open flames and candles, shall be deleted in its entirety and replaced with the following: Open flames and candles. An operational permit is required to use open flames or candles in connection with assembly areas, dining areas of restaurants or drinking establishments. 12. Section 105.6.34 Places of assembly, shall be deleted in its entirety and replaced with the following: 6 Places of assembly. An operational permit is required to operate a place of assembly. 13. Section 105.6.47 Laboratory/research facility, shall be added as follows: An operational permit is required to operate any laboratory or research facility which conducts testing or experimentation. 14. Section 105.6.48 Child Care (home occupation), shall be added as follows: An operational permit is required to operate a child care facility as a "home occupation" for 6 or more children that are cared for at any one time. The operational permit shall not include provisions for permanent residence or overnight accommodations. All local and state laws shall be adhered to in conjunction with the registration and licensing requirements of the Department of Children and Family Services (DCFS). 15. Section 109.3 Violations, shall be amended to read as follows: Persons who violate a provision of this Code or fail to comply with any of the requirements thereof or who erects, installs, alters, repairs, or performs work in violation of the approved construction documents or directive of the Fire Code Official, or of a permit or certificate used under provisions of this Code, shall be subject to a penalty according to this Code. The maximum fine shall not exceed seven hundred and fifty dollars ($750) per offense, unless stated. Each day that a violation continues after due notice shall be deemed a separate offense. 16. Section 109.3.2 False Alarm, shall be added to read as follows: An alarm signal given needlessly, which indicates the existence of any emergency situation; when in fact, no such emergency exists, shall constitute a false alarm and shall be subject to penalty as prescribed in the schedule of fees set forth in the current inter- governmental agreement. A false alarm shall include any alarm signal generated by any fire protection system by whatever means, but shall not include alarms resulting from any of the following causes: 1. A fire causing structural damage to the protected premises - verified by the fire district. 2. A tornado or hurricane winds causing structural damage to the protected premises — verified by the fire district. 3. Flooding to the protected premises due to overflow of natural drainage — verified by the fire district. 4. Telephone line malfunction verified to the fire district by an authorized telephone company supervisor within seven days of the occurrence. 5. Electrical service interruption verified to the fire district by the local power company within seven days of the occurrence. 6. Plumbing or electrical malfunctions unrelated to the fire protection system — verified by the fire district. 17. Section 109.3.3 False Alarm, schedule of fees, shall be added as follows: Fees assessed for the improper use of a fire alarm system shall be subject to the schedule of fees in accordance with the current inter-governmental agreement with the Bristol- Kendall Fire Protection District. These fees shall be collected by the Bristol-Kendall Fire Protection District and reported to the United City of Yorkville. As new fees are created 7 or old fees are changed, the schedule of fees associated with the inter-governmental agreement shall be reviewed and approved by the United City of Yorkville. 18. Section 111.4 Failure to comply, shall be amended to read as follows: Any person, who continues to work after having been served with a "stop work order," except such work as that person is directed to perform to remove a violation or unsafe condition, shall be subject to a penalty as prescribed by this Code. Each and every day a person continues to work shall constitute a separate offense and shall be subject to fines not to exceed seven hundred and fifty ($750) dollars per offense. 19. Section 113.2 Schedule of permit fees, shall be amended to read as follows: A fee for each permit shall be paid (as required) in accordance with the fee schedule as established by the applicable governing authority and the current inter-governmental agreement with the Bristol-Kendall Fire Protection District. As new fees are created or old fees are changed, the schedule of fees associated with the inter-governmental agreement shall be reviewed and approved by the United City of Yorkville. 20. Section 202 General Definitions, shall be amended to include the following definition: Fire Alarm User — the owner of the property from which the false alarm originates, including but not limited to, any individual, partnership, corporation, organization or other entity occupying the property with the permission of the owner. 21. Section 505.3 Lightweight construction, shall be added to read as follows: Buildings erected using lightweight construction systems to include: Wooden I-beams, wood trusses, metal trusses, or any combination thereof, shall provide signage identifying the structural system used on the exterior of the building as approved by the Fire Marshal. 22. Section 505.3.1 Emblem required, shall be added to read as follows: An all-weather emblem identifying lightweight truss construction shall be provided, located and designed as follows: a) Emblem shall be provided by the property owner. b) Emblem shall be located within 6" inches of the fire department key box or fire department connection or at the discretion of the Fire Marshal. c) The truss emblem shall be a sign consisting of an isosceles triangle not less than 10 inches by 6 inches vertical made of reflective material with a white background and red lettering containing the following: type of construction (type I, II, III, IV, V), the letter(s) "F" to signify a building or structure having a floor with truss construction; R" to signify a building or structure having a roof with truss construction: or "FR" to signify a building or structure having both floor and roof with truss construction. Exception: Single family homes. 23. Section 507.5.1. 1 Hydrant spacing, shall be added to read: A fire hydrant shall not be more than 100 feet travel distance from the fire department connection that it serves, unless approved by the Fire Chief. 24. Section 507.5.7 Hydrant Marking, shall be added to read as follows: On all private parking areas of multiple-family residential, commercial and industrial uses, a "No Parking...Fire Hydrant" sign shall be placed in a conspicuous location to identify the restricted parking area. In addition to the required sign, the curb or pavement 8 only when a curb is not present) directly in front of the fire hydrant, shall be painted yellow with an approved material. The designated area shall be 15 feet (7.5 feet on each side of the fire hydrant) in total length. 25. Section 901.6.2 Records, shall be amended to read as follows: The most recent records of all system inspections, tests, and maintenance required shall be maintained on premises and a copy shall be forward to the Fire Prevention Bureau via e-mail, mail, or fax within 14 days after completion of inspection. 26. Section 903.7 Commercial multi-tenant occupancies, shall be amended to add the following: All sprinklered multi-tenant occupancies hereafter constructed shall have an isolation control valve and water flow switch installed for each tenant space. 27. Section 907.1.2 Fire alarm shop drawings shall be amended to add the following: a) All fire alarm systems shall be of the addressable type. b) All multi-tenant occupancies shall be provided with a weather proof amber strobe light at the entrance of the tenant space that activate upon an alarm condition in that tenant space. 27. Section 903.2.1.1 Group A-1, shall be amended to add the following: An automatic sprinkler system shall be provided for Group A-1 occupancies when the fire area exceeds 5,000 square feet. 28. Section 903.2.1.2 Group A-2. shall be amended to add the following: An automatic sprinkler system shall be provided for Group A-2 occupancies when the fire area exceeds 5,000 square feet. 29. Section 903.2.1.3 Group A-3, shall be amended to add the following: An automatic sprinkler system shall be provided for Group A-3 occupancies when the fire area exceeds 5,000 square feet. 30. Section 903.2.1.4 Group A-4, shall be amended to add the following: An automatic sprinkler system shall be provided for Group A-4 occupancies when the fire area exceeds 5,000 square feet. 31. Section 903.2.2 Group B ambulatory health care facilities, shall be amended to read as follows: Section 903.2.2 Group B. An automatic sprinkler system shall be provided throughout all Group B occupancies when the fire area exceeds 5,000 square feet. An automatic sprinkler system shall be provided for all "Group B ambulatory health care facilities." 32. Section 903.2.3 Group E, shall be amended to add the following: An automatic sprinkler system shall be provided throughout all Group E occupancies when the fire area exceeds 5,000 square feet. 33. Section 903.2.7 Group M, shall be amended to add the following: An automatic sprinkler system shall be provided throughout all Group M occupancies when the fire area exceeds 10,000 square feet or the fire area is located more than three stories above the grade plane. 34. Section 903.2.8 Group R, shall be amended to add the following: 9 An automatic sprinkler system shall be required throughout Groups R-1, R-2, and R-4 occupancies. An automatic sprinkler system shall be required throughout Group R-3 occupancies, with the following exceptions: 1. Adult care facilities that provide accommodations for five or fewer persons of any age for less than 24 hours. 2. Child care facilities that provide accommodations for five or fewer persons of any age for less than 24 hours. 3. Single-family detached homes shall be required to follow Section R313 of the 2009 International Residential Code (IRC), as amended. 35. Section 903.3.5 Water Supplies, shall be amended to read as follows: Water supplies for automatic sprinkler systems shall comply with this section and the standards referenced in Section 903.3.1. The potable water supply shall be protected against backflow in accordance with the requirements of this section and the Illinois Plumbing Code. 36. Section 905.3.1 Height, shall be amended to read as follows: An approved standpipe system shall be installed in all buildings three (3) stories or more in height in each stairwell at each level. Standpipe systems shall be installed in all buildings where any portion of the building floor area is more than 200 feet travel distance from the nearest point of the fire department vehicle access. 37. Section 907.1.3 Equipment, shall be amended to add the following: 1. Location of the annunciator panel shall be approved by the Fire Code Official. 2. An annunciator panel or the main fire panel shall be placed near the fire sprinkler main riser. 3. A red strobe light shall be installed by the annunciator panel or above the closest entrance to the fire alarm control panel as approved by the Fire Code Official 4. The annunciator panel shall indicate and have all of the functions of the fire alarm panel. 5. The annunciator shall be properly marked to show each zone. 6. A detailed floor plan illustrating each zone shall be provided on each fire alarm control panel and located adjacent to each annunciator panel. 38. Section 907.2.1 Group A, shall be amended to read, in part, as follows: A manual fire alarm system that activates the occupant notification system in accordance with Section 907.5 shall be installed in Group A occupancies having an occupant load of 100 or more. Portions of Group E occupancies occupied for assembly purposes shall be provided with a fire alarm system as required for the Group E occupancy. 39. Section 907.2.2 Group B, shall be amended to read, in part, as follows: A manual fire alarm system shall be installed in Group B occupancies where one of the following conditions exists: 1. The combined Group B occupant load of all floors is 250 or more, or 10 2. The Group B occupant load is more than 100 persons above or below the lowest level of exit discharge, or 3. The Group B fire area contains a Group B ambulatory health care facility. 40. Section 907.2.4 Group F, shall be amended to read, in part, as follows: A manual fire alarm system that activates the occupant notification system in accordance with Section 907.5 shall be installed in Group F occupancies where both of the following conditions exist: 1. The Group F occupancy is two or more stories in height; and 2. The Group F occupancy has a combined occupant load of 250 or more above or below the lowest level of exit discharge. 41. Section 907.2.5 Group H, shall be amended to read as follows: A complete fire alarm system shall be installed in all group H occupancies. Any listed special detection devices approved for the specific hazard shall be approved by the Fire Marshal, such detection devices shall be connected to the fire alarm. 42. Section 907.2. 7 Group M, shall be amended to read as follows: A manual fire alarm system that activates the occupant notification system in accordance with Section 907.5 shall be installed in Group M occupancies where one of the following conditions exists: 1. The combined Group M occupant load of all floors is 250 or more persons. 2. The Group M occupant load is more than 100 persons above or below the lowest level of exit discharge. 43. Section 907.2.11. 5 Group S, a new section shall be added to read as follows: A complete fire alarm system shall be installed in all Group S occupancies or as otherwise approved by the Fire Marshal. 44. Section 912.5 Backflow Protection, shall be amended to read as follows: The potable water supply to automatic sprinkler and standpipe systems shall be protected against backflow as required by the Illinois Plumbing Code. 45. Section 912.1 Installation, shall be amended to read as follows: Fire department connections shall be installed in accordance with the NFPA standard applicable to the system design and shall comply with Sections 912.2 through 912.6. The fire department connection shall be an approved five inch (5") connection with a thirty 30) degree down turn. A white strobe light shall be placed above the fire department connection and the white strobe light shall indicate on water flow only. A two and one- half inch (2 1/2") NST single fire department connection shall be acceptable where piped to a three inch (3") or smaller riser. 46. Section 3301.1.6 Storage of Fire and Explosive Hazards, shall be added as follows: The storage of fire and explosive hazards such as: detonable materials, hazardous solids, liquids, and gases shall comply with the Performance Standards established in the City's Zoning Ordinance, as amended from time to time. 11 47. Appendix D — Figure D103.1 Dead-End Fire Apparatus Access Road Turnaround, shall be amended to read as follows: 96' Diameter Cul-de- sac as illustrated shall be amended to a minimum of 130 ft. ROW diameter and 100 ft. pavement diameter, per the City's Subdivision Control Ordinance. Section 6. That Title 8, Chapter 2, Section 8-2-7 of the Yorkville City Code, as amended, be and is hereby amended to read as follows: 8-2- 7 FUEL GAS CODE A. Adopted. The regulations of the 2009 Edition of the International Building Code, as recommended and published by the International Code Council, Inc., published in pamphlet form, are adopted as the regulations governing fuel gas systems and gas- fired appliances in the City with such amendments as are hereafter set forth in this Section. B. Fuel Gas Code Amendments 1) Section 502.6 shall be amended by adding the following: B Vent Support shall be provided at a minimum of every five (5) feet with no screw penetrations unless specifically permitted by the vent manufacturer. Section 7. That Title 8, Chapter 2, Section 8-2-8 of the Yorkville City Code, as amended, be and is hereby amended to read as follows: 8-2-8 RESIDENTIAL CODE A. Adopted. The regulations of the 2009 Edition of the International Residential Code, as recommended and published by the International Code Council, Inc., published in pamphlet form, are adopted as the regulations governing the construction, alteration, movement, enlargement, replacement, repair, equipment, location, removal and demolition of detached one-and two-family dwellings and multiple single-family dwellings not more than three stories in height with separate means of egress in the City with such amendments as are hereafter set forth in this Section. B. Residential Code Amendments 1. Section R101.1 Title, shall be amended to insert the name of jurisdiction — "United City of Yorkville". 2. Section R105.2 Work exempt from permit, shall be amended to read as follows: Building: Delete items 1, 5, and 10 as these items shall require permitting. 3. Table R301.2(1) Climatic and Geographic Design Criteria, shall be completed with the following insertions. GroundSnow Load.................................................................................................. 25 lbs/sq.ft. WindDesign (Speed)..................................................................................................... 90 mph 12 Wind Design (Topographic effects NO Seismic Design Category........................................................................................................ B Subject to Damage from (Weathering) Severe Subject to Damage from (Frost line depth)......................................................... 42" below grade Subject to Damage from (Termite)............................................................... Moderate to Heavy Winter Design Temperature................................................................................... -5 degrees F Ice Barrier Underlayment Required.................................................................................... YES Flood Hazards................................................................................... Refer to local designations AirFreezing Index............................................................................................................. 2000 Mean Annual Temperature.................................................................................... 48 degrees F 4. Section R302.5.1 Opening protection, shall be amended to add self-closing devices for all required fire rated doors. 5. Section R310.4 Bars, grilles, covers and screens, shall be amended to require safety covers capable of supporting at least 250 pounds of load. 6. Section R313.1 Townhouse automatic fire sprinkler systems, shall be amended to read as follows: Section R313.1 Townhouse and duplex automatic fire sprinkler systems. An automatic residential fire sprinkler system shall be installed in townhouses and duplexes. 7. Section R313.2 One- and two-family dwellings automatic fire system, shall be deleted in its entirety. 8. Chapter 11 Energy Efficiency. Shall be amended to read as follows: Compliance shall be determined by the current IECC adopted in 8-2-5. 9. Section P2501.1 Scope, shall be amended adding the following: All plumbing work shall conform to the current edition of the State of Illinois Plumbing Code, the provisions of this Residential Code, and the currently amended edition of the International Plumbing Code; whichever is more restrictive. 10. Appendices to be included with the adoption of this Residential Code shall include: Appendix A, B, C, E, F, G, H, J, M, O 11. Section R105.2 Work Exempt from permit, shall be amended to read as follows: Building: 1. One-story detached accessory structures used as tool and storage sheds, playhouses and similar uses, provided the floor area does not exceed 100 square feet (9.29 2. Decorative, temporary, or similar type fences not over 4 feet (1829 mm) high. 3. Retaining walls that are not over 4 feet (1219 mm) in height measured from the bottom of the footing to the top of the wall, unless supporting a surcharge. 4. Water tanks supported directly upon grade if the capacity does not exceed 5,000 gallons (I 8,927L) and the ratio of height to diameter or width does not exceed 2 to 1. 5. Painting, papering, tiling, carpeting, cabinets, counter tops, and similar finish work. 13 6. Prefabricated swimming pools that are less than 24 inches (610 mm) deep. 7. Swings and other playground equipment. 8. Window awnings supported by an exterior wall which do not project more than 54 inches (1372 mm) from the exterior wall and do not require additional support. 12. Section R202, Definitions, shall be amended to add the following definition: Fence. A permanent enclosure or barrier, such as wooden posts, wire, iron, or any other allowable material erected for the purpose of providing a boundary or as a means of protection, or to prevent uncontrolled access, or for privacy screening or confinement, or for decorative purposes (such as an ornamental gate). Materials used to contain or separate a garden area, an earthen stockpile, a storm water basin, or any other similar temporary use shall not be classified as a fence. Section 8. That Title 8, Chapter 2, Section 8-2- 9 of the Yorkville City Code, as amended, be and is hereby amended to read as follows: 8-2- 9 PROPERTY MAINTENANCE CODE A. Adopted. The regulations of the 2009 Edition of the International Property Maintenance Code, as recommended and published by the International Code Council, Inc., published in pamphlet form, are adopted as the regulations governing the conditions and maintenance of all property, buildings and structures; by providing the standards for supplied utilities and facilities and other physical things and conditions essential to ensure that structures are safe, sanitary and fit for occupation and use; and the condemnation of buildings and structures unfit for human occupancy and use, and the demolition of such existing structures in the City with such amendments as are hereafter set forth in this Section. B. Property Maintenance Code Amendments 1) The following subsections shall be added to Section 302.2 Grading and Drainage: 302.2.1 Individual Earthen Stockpiles. Stockpiles of earthen materials in excess of two 2) feet above grade located on a single vacant lot that causes a nuisance, with the exception of City approved landscaped berms, shall be flattened and maintained per City Ordinance. 302.2.2 Developer Community Earthen Stockpiles. Upon substantial completion of mass grading, stockpiles of earthen material in excess of ten (10) feet above grade located on a vacant lot will require a six (6) foot temporary galvanized chain link fence. 2) Section 302.4 Weeds, shall be amended to add the language as follows: Exception: City approved native prairie planting areas are exempt from the maximum height requirement. 3)Section 602.2 Residential Occupancies, shall be amended to delete the following exception. Exception: In areas where the average monthly temperature is above 30°F (-I DC), a minimum temperature of 65°F (18°C) shall be maintained. Section 9. That Title 8, Chapter 2, Section 8-2-10, of the Yorkville City Code, as amended, be and is hereby added to read as follows: 14 8-2-10 EXISTING BUILDING CODE A. Adopted. The regulations of the 2009 Edition of the International Existing Building Code, as recommended and published by the International Code Council, Inc., published in pamphlet form, are adopted as the regulations governing the repair, alteration, change of occupancy, addition and relocation of existing buildings, including historic buildings, in the City with such amendments as are hereafter set forth in this Section. B. Existing Building Code Amendments Reserved) Section 11. That Title 8, Chapter 1, Section 8-1-3A, of the Yorkville City Code, as amended, be and is hereby amended to read as follows: 8-1-3A. No person shall commence construction work pursuant to a City permit more than six 6) months after issuance of that building permit, or fail to complete the work authorized under that permit and obtain final approval from the City inspector within twelve (12) months after issuance of that permit or the date of extension. Section 12. 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 26th day of July, A.D. 2011.f CITY CLERK ROSE ANN SPEARS DIANE TEELING y GEORGE GILSON JR. JACKIE MILSCHEWSKI V CARLO COLOSIMO MARTY MUNNS y CHRIS FUNKHOUSER LARRY KOT Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this 31St day of January, 2012. MA R 15 2015 IBC® Transition from the 2009 IBC® Based on the International Building Code® (IBC®) 2015 2015 IBC Transition from the 2009 IBC First Printing: March 2015 COPYRIGHT © 2015 by International Code Council, Inc. ALL RIGHTS RESERVED. The 2015 IBC Transition from the 2009 IBC is a copyrighted work owned by the International Code Council, Inc. Without advance written permission from the copyright owner, no part of this book may be reproduced, distributed, or transmitted in any form or by any means, including, without limitation, electronic, optical or mechanical means (by way of example and not limitation, photocopying, or recording by or in an information storage retrieval system). For information on permission to copy material exceeding fair use, please contact: ICC Publications, 4051 West Flossmoor Road, Country Club Hills, IL 60478. Phone 1-888-ICC-SAFE (422-7233). Trademarks: “International Code Council,” the “International Code Council” logo, the “IBC” and the “International Building Code” are trademarks of the International Code Council, Inc. PRINTED IN THE U.S.A. Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Building Code –Transition from the 2009 IBC  Page 1 Topic 2012 2015  Part 1 Administration (Chapters 1 and 2) Change of use or  occupancy   111.1   A change in a building’s use, or portion of a  building’s use, with no change in its occupancy  classification now requires that a new certification  of occupancy be issued by the building code  official.  Definitions 202  For consistency and usability purposes, all  definitions of terms specifically defined in the IBC  have now been moved to a single location in  Chapter 2    Part 2 Building Planning (Chapters 3 through 6) Assembly rooms  associated with Group E  occupancies  303.1.3  The allowance for a Group E classification of  accessory assembly spaces in school buildings has  been clarified so as to not confuse the provision  with the mixed‐occupancies requirements dealing  with accessory occupancies as regulated by Section  508.2.    Occupancy classification  of food processing  facilities and commercial  kitchens  303.3, 306.2  The appropriate occupancy classification of a  commercial kitchen has been clarified based  upon the kitchen’s relationship, or lack of a  relationship, to dining facilities.     304.1  Small (2,500 sq. ft. or less in area) food processing  establishments and commercial kitchens not  associated with dining facilities are now considered  as Group B occupancy.    306.2  A classification of Group F‐1 is now applied only to  larger‐sized (over 2,500 sq. ft. in area) food  processing facilities and commercial kitchens not  associated with dining facilities.  Training and skill  development facilities   304.1  The Group B classification for training and skill  development uses has been clarified to address the  ages of the occupants using the facility, the  occupant load limitation where the facility is used  for assembly purposes, and the types of permitted  uses.  Facilities generating  combustible dusts  Table 307.1(1), Section 307.4  In the determination of occupancy classification for a  facility where combustible dusts are anticipated, a  technical report and opinion must now be provided to  the building official that provides all necessary  information for a qualified decision as to the potential  combustible dusts hazards.    Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Building Code –Transition from the 2009 IBC  Page 2 Topic 2012 2015  Part 2 Building Planning (Chapters 3 through 6), continued Definition of care facilities 308.2, 202  A number of new definitions related to care  facilities have been added and some existing  definitions have been revised to provide clarity and  consistency in application.    Group I‐1 occupancy  classification   308.3  The uses permitted in Group I‐1 custodial care  facility have been expanded to include care  recipients who may need a limited degree of verbal  or physical assistance if responding to a fire or other  emergency situation.  Occupancy classification for  medical care facilities.  Group I‐2 occupancy  classification   308.4  Two basic conditions of Group I‐2 medical care uses  that have previously been regulated together as a  single category have been created, dividing the  classification into short‐term care facilitates, such  as, hospitals, and long‐term care facilities, such as  nursing homes.  Group R‐3 lodging house  310.5  Lodging houses are now specifically defined in  Chapter 2 and are typically permitted to be  constructed in accordance with the International  Residential Code (IRC) if they contain no more than  five guest rooms.  Group R‐4 occupancy  classification  310.6  The allowance for constructing Group R‐4 supervised  residential facilities under the IRC has been eliminated.     310.6  The uses permitted in a Group R‐4 custodial care facility  have been expanded to include care recipients who may  need a limited degree of verbal or physical assistance  while responding to a fire or other emergency situation.  Classification of accessory  storage spaces   311.1.1  Storage rooms less than 100 square feet in floor area  are not to be classified as Group S, but rather as the  same occupancy as the portion of the building to which  they are accessory.  Open mall buildings 402  A variety of changes have now been made to clarify  the open mall building provisions that were  originally developed for covered mall conditions.    Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Building Code –Transition from the 2009 IBC  Page 3 Topic 2012 2015  Part 2 Building Planning (Chapters 3 through 6), continued Private garages – Definition,  floor‐area limitation   202  Motor vehicles stored in a “private garage” are now  limited through a new definition to only those  vehicles used by tenants of the building or buildings  on the same premises as the garage.   406.3.1  A group U private garage is now limited to a  maximum floor area of 1000sf, however, multiple  Group U private garages are permitted in the same  building where they are compartmentalized by  minimum 1‐hour fire separations.  Topic 2012 2015  Public parking garage 406.4  Those parking structures that fall outside of the  scope of Section 406.3 regulating private parking  garages are now identified as public parking garages.   Group I‐2 shared living  spaces   407.2.5  Shared living spaces, group meeting area, and  multipurpose therapeutic spaces are now permitted  to be open to corridors in Group I‐2, Condition 1  nursing homes provided fire specific conditions are  met.  Group I‐2 cooking facilities  407.2.6  A room or space containing a cooking facility with  domestic cooking appliances is now permitted to be  open to the corridor in a Group I‐2, Condition 1  nursing home provided 13 specific conditions are  met.  Maximum size of Group I‐2  smoke compartments   407.5  The maximum allowable smoke compartment size  for Group I‐2, Condition 2 hospitals and similar  occupancies has been increased to 40,000 square  feet.  Technical production areas 410.6.3, 202  Outdated terminology, such as fly galleries,  gridirons, and pin rails, has been replaced by the  general and comprehensive term “technical  production area” and the special means of egress  provisions for such areas have all been relocated to  Section 410.    Example: If non-sprinklered building of Type VB construction, total allowable area limited to 5500 sq. ft. plus any applicable frontage increase Each Group U private garage limited to 1000 sq. ft. Minimum 1-hour fire barriers (typical) Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. Topic  Part 2 Bu Travel distance manufacturing Topic  Ambulatory ca 2 uilding Plan e in aircraft  g facilities    2 re facilities 4 In th ca th th le p   Sm 22, M wh 2012  nning (Cha 012  22  n a multi‐tenant  here are uses pr are facility, a fire he care facility a he ambulatory c east four care re reservation at a Ambulato moke compartm 500 sf max. inimum of two here ACF exce 201 apters 3 th or mixed‐occup esent other tha e‐partition is now nd those nonrel care facility is int cipients incapab ny one time.  ory care facility ment 1 Smoke 22,500 smoke compa eeds 10,000 sf 5 Internation Page 4 hrough 6),  pancy building w n an ambulatory w required betw lated spaces wh tended to have a ble of self‐ (ACF) compartment sf max. Smoke barrier rtments nal Building C 2015  continued 412.7  The trave manufact increased manufact 2015  where  y  ween  ere  at    2 Separate ten Fire pa require has 4 recipien of self p Code –Transit d el distance allow turing facilities h d based upon a c turing area’s hei nant space rtition d where ACF 4 care nts incapable preservation tion from the wances for aircra have been signif combination of t ight and floor ar e 2009 IBC  ft  ficantly  the  rea.  Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. T S c o G G a h s 2015 Interna Topic  Part 2 Bui Storm shelters s critical emergen operations facili Group E occupa General building area limitations; height and num stories, Building ational Buildi 20 ilding Plan serving  ncy  ties and  ncies      g height and  ; Building  ber of  g area      ing Code –Tra 12  nning (Chap ansition from pters 3 thr m the 2009 IBC Page 5 rough 6), c C  2015  continued 423.3  The constr required in where suc areas whe tornadoes  423.4  Storm she occupancie the shelter highest.  503  The provis limitations change in t an increase technical c Tables 504 In order to of the proc height pro now been  height in fe stories abo sprinkler in into the ne ruction of compl n critical emerge h facilities are lo re the shelter de  is at its highest lters are now re es located in tho r design wind sp sions regulating  s have been exte technical applica ed degree of use consistency.  4.3 & 504.4  o increase the de cess by which th ovisions are dete reformatted as  eet) and 504.4 ( ove grade plane ncrease has bee ew tables.  lying storm shelt ency operations  ocated in geogra esign wind spee .  quired in Group ose areas of the  peed for tornado building height a ensively revised  ation in order to er‐friendliness a egree of user‐fri he allowable bui ermined, Table 5 Tables 504.3 (A Allowable numb ), and any applic en incorporated  ters is now  facilities  aphical  d for  p E  U.S. where  oes is at its  and area  with no  o provide  and  endliness  lding  503 has  llowable  ber of  cable  directly  Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. Topic  Part 2 Bu General buildin and area limita Building height number of stor area, Continute Topic  Mezzanine – M egress and Ope Unlimited area Accessory occu Basements in u area buildings  Unlimited area Group H occup Group H‐5 in u area buildings  2 uilding Plan ng height  ations;  t and  ries, Building  ed  2 Means of  enness  5 T e g   a buildings –  upancies;  unlimited  5 T sc o a n   a buildings –  pancies;  nlimited  5 T p c a   012  nning (Cha 012  05.2.2  he specific prov gress have been eneral reference 07.1.1 (507.1)  he allowance fo coped under the f Section 507 to ccessory occupa ow contained w 07.8  he limitations p ermitted in unli larified and refo pplication.  201 apters 3 th   isions for mezza n deleted and re e to Chapter 10. r occupancy gro e unlimited area  be located in su ancies provisions within the code t laced on Group  mited area build ormatted to aid i 5 Internation Page 6 hrough 6),  anine means of  placed with a    oups not specific  building provisi uch buildings un s of Section 508 ext.  H occupancies  ding have been  n their consisten nal Building C 2015  continued Table 506 In order t of the pro provision reformatt factor in s increase  new table 2015    505.2.3  Direct acc level is no mezzanin 505.2.3. cally  ions  der  .2 is    507.1  The allow unlimited nt    507.9  Group H‐ unlimited Section 5 Code –Transit d 6.2  to increase the d ocess by which t ns are determine ted as new Tabl square feet), an has been incorp e.  cess to at least o o longer require nes regulated by wance of a single d area buildings  ‐5 buildings are n d in area under t 507.  tion from the degree of user‐f the allowable bu ed, Table 503 ha e 506.2 (allowab d any applicable porated directly  one exit at the m ed for those encl y Exception 2 of S e‐story basemen have now been  now permitted t the special provi e 2009 IBC  riendliness  uilding area  s been  ble area  e sprinkler  into the  mezzanine  osed  Section  nt in  clarified.  to be  isions of  Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 Interna Topic  Part 2 Bu Incidental uses provisions; Sep Protection; Roo areas; Fire prot incidental uses Topic  Horizontal buil separation  ational Buildi 2 uilding Plan s – General  paration and  oms or  tection from  s  5 T h re 5 A e m in T T li fa re re a   2 ding   ing Code –Tra 012  nning (Cha 09.1  he concept of in as been clarified elationship with 09.4  An automatic spr xtinguishing sys means of providi ncidental use roo able 509  he list of inciden nen collection ro acilities and such emainder of the esistance‐rated f ssemblies.    012  ansition from apters 3 th ncidental uses  d by eliminating   the mixed‐occu rinkler system is  tem specifically  ng any fire prote oms and area.  ntal uses now in ooms in Group B h rooms must be  building by min fire barriers and m the 2009 IBC Page 7 hrough 6),  the previous  upancy provision now the only fir permitted as a  ection required f cludes waste an B ambulatory ca e separated from nimum 1‐hour fir d/or horizontal  C  2015  continued ns.    re‐ for    nd  re  m the  re‐   Table 509 A more d within a h now poss regulatin 2015  510.2  In the spe pedestal  story abo structure separatio d 9  detailed analysis  healthcare or am sible due to mod g incidental use ecial provisions  buildings, there ove grade plane  e that occurs bel on.  of various supp mbulatory care f difications to Tab s  of Section 510.2  is no longer a li for that portion  ow the 3‐hour h ort spaces  facility is  ble 509  2 addressing  mit of one   of the  horizontal  Copyright © ICC. 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Topic  Part 3 Fire Topic  Identification o smoke separat Projections at e walls  Topic  Combustible p Buildings on th 2 e Protectio 2 of fire and  ion walls  7 T o b m exterior   2 rojections   he same lot   012  on (Chapte 012  03.7  he size & locatio n vertical fire as een modified to markings to be se 012  201 ers 7 ‐9)  on of identifying ssembly’s above o increase the po een.  5 Internation Page 8 g markings requi ‐ceiling spaces h otential for such nal Building C 2015  2015  red  have      705.2  The minim leading e determin modified  increase  modified 2015  705.2.3  The provi adjacent  determin modified  approach determin 705.3  Opening  walls of a building o regulated fire separ Code –Transit mum required s dge of a project ne the fire separa in a manner tha in the separatio .  isions regulating to an interior lo ne the fire separa to provide a sim h that is less rest ned.  are permitted th a Group S‐2 park on the same lot  d as two building ration distance i tion from the eparation betwe tion and the line ation distance h at provides for a n required.  Tab g combustible pr ot line or other li ation distance h mple and consist trictive than prev hrough adjacent king garage and  where such buil gs on the same l s zero.  e 2009 IBC  een the  e used to  as been  a significant  ble 705.2 is  rojections  ne used to  ave been  tent  viously  t exterior  a Group R‐2  ldings are  ot and the  Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Building Code –Transition from the 2009 IBC  Page 9 Topic 2012 2015  Part 3 Fire Protection (Chapters 7 ‐9), Continued  Structural element bracing  of exterior walls   705.6  Interior structural elements, such as floor or roof  elements, that brace exterior walls are no longer  required to be regulated for fire resistance due to  the exterior wall’s ratings regardless of the  building’s proximity to a lot line.  Structural stability of fire  walls  706.2  To satisfy the intended objective of structural  stability the use of a double fire wall complying with  NFPA 221 is permitted as an alternative to a single  fire wall.  706.2  The reference to NFPA 221 for fire wall design and  construction has been expanded to permit the use  of the “tied” and “cantilevered” options addressed  in the standard.    Topic 2012 2015  Intersections of fire  barriers at roof assemblies  707.8, 707.9  The void at the intersection between a fire barrier  and a nonfire‐resistance rated roof assembly now  need only to be protected with an approved material  rather than a fire‐resistant joint system.    Horizontal assemblies and  vertical openings  712  Significant reformatting in Chapter 7 now places  emphasis on the presence of vertical openings rather  than on shaft enclosures, recognizing the use of shaft  enclosures is just one of many acceptable protective  measures that can be utilized to address the hazards  related to vertical openings.  711, 712  The reorganization of Section 711 and 712 has been  continued such that Section 711 now contains only  the construction requirements for floor and roof  assemblies, and Section 712 only contains the  requirements related to the protection of vertical  openings.  Floor penetration of  horizontal assembly  714.4.1.2 (714.4.1.1.2) Exception 2  An approved through‐penetration fire‐stop system  used to protect floor penetrations of horizontal  assemblies due to the presence of floor, tub, &  shower drains is no longer required to have a T  rating.    Minimum clear space per NFPA 221, Table A5.7 Double fire wall No connections between fire walls other than flashing Minimum fire wall rating (in hours) Total double wall rating Rating of individual walls 3 2 1 4 3 2 Copyright © ICC. 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Topic  Part 3 Fir Membrane pen L ratings  Marking of fire glazing assemb Opening prote and markings,  protection‐rate 2 e Protectio netration    7 A d p sy co e‐rated  blies,  ction ratings  Fire‐ ed glazing  7 T v d m T T (7 fi a in fo ra si 012  on (Chapte 14.4.4 (714.5), 7 An “L” rating iden efined in Chapte enetration firest ystems that are  onstruction.  16.3, 202  able 716.3 has b arious test stand efined in Chapte mark such glazing able 716.5  he information  715.4 in 2009) a re‐protection ra ssemblies has b nclude the maxim or door vision pa ating and glazing idelights and tra 201 ers 7 ‐9), C 715.6, 202  ntifying the air le er 2 – is now ma top systems and utilized in smok been added to d dards for fire‐rat er 2 to the desig g.  previously availa ddressing the m atings of fire doo een extensively  mum size and m anels and the m g marking requir ansoms. 5 Internation Page 10 Continued eakage rate ‐ as  andated for  d fire‐resistant jo ke barrier  efine and relate ted glazing, now gnations used to able in Table 716 minimum require or and fire shutte expanded to als marking requirem inimum assemb rements for  nal Building C 2015  714.4.2 The ceiling roof/ceilin double wo the ceiling be sheath wall will n needed d penetratin oint    e the  w  o    6.5  ed  er  so  ments  ly    Code –Transit g of a 1‐hour or 2 ng assembly is pe ood top plate of a g membrane of th hed only with Typ not require a fire‐ ue to some other ng the top plates  tion from the 2‐hour floor/ceilin ermitted to be int a wall.  The wall in he horizontal asse pe X gypsum wallb resistance rating  r code requireme must be protecte e 2009 IBC  ng or  errupted by  nterrupting  embly must  board.  The  unless  ent.  Items  ed.  Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. T P   W a 2015 Interna Topic  Part 3 Fire Wired glass in fi assemblies  ational Buildi 20 e Protectio Ta In  rat req spe re window 71 Th co be ing Code –Tra 12  on (Chapter ble 716.6  addition to fire w tings, Table 716. quired on the fir ecified applicatio 6.6.4 (715.5.4 a e allowance for  mpliance with th en deleted.   ansition from rs 7 ‐9), Co window assemb .6 now identifies re‐rated glazing  ons.  nd 715.5.5 in 20 the use of wired he appropriate t m the 2009 IBC Page 11 ontinued  bly fire protectio s the markings  for acceptance i 009)  d glass without  test standards h C  2015  on  in    as    Copyright © ICC. ALL RIGHTS RESERVED. 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ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Building Code –Transition from the 2009 IBC  Page 12 Topic 2012 2015  Part 3 Fire Protection (Chapters 7 ‐9), Continued  Corridor dampers  717.3, 717.5  Where a duct penetration occurs in the ceiling of a  fire‐resistance‐rated corridor where the lid of the  corridor is constructed using a corridor wall placed  horizontally, a corridor damper is now specifically  mandated.  Sprinkler systems –  Assembly occupancies on  roofs   903.2.1.6  An automatic sprinkler system is now required to be  installed in a building when the roof is used for a  Group A‐2 assembly occupancy with an occupant  load exceeding 100, as well as other Group A  occupancies where the occupant load exceeds 300.  Multiple fire areas  903.2.1.7  Where small Group A fire areas share a common  means of egress, the occupant load of the spaces  must now be added together to determine if a  sprinkler system is required.  Sprinklers systems – Group  R occupancies   903.2.8  Sprinkler requirements for Group R‐4 occupancies  are now dependent on the capabilities of the  occupants.  In buildings where occupants required  limited assistance when responding to an  emergency condition, additional sprinkler protection  is required for attic space.  Furniture storage and  display in Group F‐1, M and  S‐1 occupancies  903.2.4, 903.2.7, 903.2.9  Automatic sprinkler systems are now required in  occupancies where upholstered furniture or  mattresses are manufactured, stored, or displayed.    Sprinkler protection for  basements  903.2.11.1.3  Basements provided with walls, partitions, or fixtures  that can obstruct water from hose streams now  require automatic sprinkler protection.    Open‐ended corridors  903.3.1.2.2  Where an NFPA 13R sprinkler system is installed, the  sprinkler protection must now be extended to any  open‐ended corridors and associated exterior  stairways, clarifying that an open breezeway is  considered as an interior portion of the building and  not an exterior location for the application of  sprinkler requirements.  Actuation of multiple fire‐ extinguishing systems  904.3.2  When two or more alternative automatic  fire‐ extinguishing systems are required to protect a  hazard, all of the systems must now be designed to  simultaneously operate.    Portable fire extinguishers  in Group R‐2 occupancies  906.1  Portable fire extinguishers are no longer required in  many public and common areas of Group R‐2  occupancies provided a complying extinguisher is  provided within each individual dwelling unit.    Fire alarm systems in  Group A occupancies  907.2.1  Requirements for a fire alarm system in a building  housing two or more Group A occupancies are now  based on whether or not the occupancies are in  separate fire areas.    Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Building Code –Transition from the 2009 IBC  Page 13 Topic 2012 2015  Part 3 Fire Protection (Chapters 7 ‐9), Continued  Emergency voice/alarm  communication captions  907.2.1.2  Mass notification fire alarm signals in large stadiums,  arenas, and grandstands now require captioned  messages.    Group E fire alarms  907.2.3  The threshold for alarm systems in Group E  occupancies has been increased such that a manual  fire alarm is required where the occupant load  exceeds 50, and an emergency voice/alarm  communication (EVAC) system must only be  provided for the occupant load exceeds 100. (2012  had dropped thresholds to 30)  Smoke detection and alarm  systems in Group R‐2  college buildings  907.2.9.3  A smoke detection system, tied into the occupant  notification system, is now required in certain public  and common spaces of Group R‐2 college and  university buildings, and the required smoke alarms  within individual dwelling and sleeping units must be  interconnected with the building’s fire alarm and  detection system.  907.2.3  The scope of the fire alarm provisions for Group R‐2  college and university buildings has been revised to  apply to facilities “operated by” the college or  university whether owned by the school or not.  Smoke alarms near cooking  appliances and bathrooms   907.2.11.3, 903.2.11.4  Requirements from the NFPA 72 standard  addressing the installation of smoke alarms near  cooking appliances and bathrooms have been  introduced to the IBC in order to provide direct  guidance on the placement of smoke alarms.  Wireless interconnection of  smoke alarms  907.2.11.5 (907.2.11.3)  The smoke alarm interconnection  requirements are now applicable to Group I‐1  occupancies and include allowances for use of  wireless alarms.    Smoke and heat removal  910  The format and technical requirements for smoke  and heat removal systems have been revised,  including a new allowance permitting a mechanical  smoke removal system as an alternative to smoke  and heat vents.  Carbon monoxide alarms 915 (908.7)  In new and existing buildings, carbon monoxide (CO)  alarms are now required in Group R and I  occupancies with fuel‐burning appliances or attached  garages.  915  The carbon monoxide (CO) alarm provisions have  been relocated, reformatted and revised; the scope  has been modified to exclude Group I‐3 occupancies  while adding Group E occupancies.  Copyright © ICC. 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T P C T A Topic  Part 4 Mea Cumulative occu Topic  Design occupant Areas without fi 20 ans of Egr upant load   20 t load –  xed seating  10 An ga oc 012  ess (Chapt 012  004.1.2, Table 10 n occupant load  alleries has been ccupant.  Office 10 occupant Office 10 occupant Lobb 10 occupant 201 ter 10)  004.1.2  factor for muse n established at 3 e s # #3 #4 e s y s A B D • • 5 Internation Page 14 ums and exhibit 30 square feet p Open offic 150 occu 1 C • Door #4 sized to ac • Lobby D only requir nal Building C 2015  1004.1.1 The determ occupant l levels and  2015  t  per    ce area upants ccommodate 100 occu res a single exit Code –Transit mination of the  load for interven adjacent stories #2 upants tion from the cumulative desi ning spaces, adja s has been clarif e 2009 IBC  gn  acent  fied.  Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. T O T P d o d S a 2015 Interna Topic  Occupant load f Topic  Part 4 Mea Means of egress determination  Means of egress of exits and exit  doorways  Exits from dwell Spaces with one access doorway  ational Buildi 20 actors   20 ans of Egr s capacity 10 Re fo vo ex in  s, Numbers  access    ing units Ta A  pe Ch pr e exit or exit   ing Code –Tra 012  012  ess (Chapt 005  educed exit widt r sprinklered bu oice/alarm comm xit width/capacit a more logical a able 1006.3.2 (10 new section clar ermitted within o hanges to Sec. 10 rovide a second  ansition from ter 10). Co th factors have b uilding provided  munication (EVA ty requirements and organized la 021.2(1))  rifies when a sin or from an indiv 021.2 and the ta option for comp m the 2009 IBC Page 15 ntinued  been established with an emerge AC) system, and t  are now presen yout.  ngle exit is  vidual dwelling u ables will also  pliance.  C  2015  Table 1004 The merca revised suc regardless is located. 2015  d  ency  the  nted    1006, 1007 Provisions  number of for rooms  reformatte The means spaces, alo consolidat address th and Sectio configurat unit.  Note: Tabl code are n 2015 code Table 1006 A new tab requireme with the p travel from   See next p 4.1.2  antile occupant l ch that a single f s of the story on  7  addressing the  f means of egres and space as we ed and relocated s of egress requ ong with those f ted in Chapter 10 he number of me on 1007 will addr tion (arrangeme les 1021.2(1) an now Tables 1006 e due to reforma 6.2.1  le combines the ents from 2012 I rovisions for com m Section 1014.3 page for Table oad factor has b factor is now ap which the merc minimum requi ss and their arra ell as stories hav d.  irements for roo for stories, have  0.  Section 1006 eans of egress re ress the egress  nt/separation). d 1021.2(2) in th 6.3.2(1) and 1006 atting of Chapter e occupant load  BC Table 1015.1 mmon path of e 3 into a single lo 1006.2.1. been  pplicable  cantile use  red  ngement  ve been  oms and  been   will  equired  he 2012  6.3.2(2) in  r 10  1 along  egress  ocation.  Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 Internation Page 16 nal Building CCode –Transittion from the e 2009 IBC  Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Building Code –Transition from the 2009 IBC  Page 17 Topic 2012 2015  Part 4 Means of Egress (Chapter 10). Continued  Exit and exit access  doorway configuration   1007.1  Specific information is now provided regarding the  point where exit separation is to be measured.  In  addition, where three or more means of egress are  required, performance language has been included  to ensure the egress paths are adequately  separated.  Topic 2012 2015  Door operations – Locking  systems   1010.1.9  Numerous revisions throughout the locking  provisions now help clarify requirements and their  application through the use of consistent  terminology.  Application of stairway  provisions  1011.1 (1009.1)  Stairway provisions have been clarified to apply to  any stairway serving occupied portions of a building,  including “convenience” stairways that are not a  portion of a required means of egress or required  means of egress stairways.    Separation measured at any point along the width of the doorway Separation as required by Section 1007.1.1 for two of the doorways. • One-half of overall diagonal, or • One-third of diagonal if sprinklered Additional route “a reasonable distance apart” to prevent both being blocked Space requiring three or more means of egress Required separation distance measured to closest riser Required separation shall be maintained for all portions of: • Exit access stairway • Exit access ramp Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Building Code –Transition from the 2009 IBC  Page 18 Topic 2012 2015  Part 4 Means of Egress (Chapter 10). Continued  Floor level exit signs in  Group R‐1  1013.2 (1011.2)  Where general‐use exit signs are required in R‐1  occupancies, low‐level exit signs must also be  provided in the means of egress serving the guest  rooms.    Guards at operable  windows  1015.1 (1013.1, 1013.8)  The guard requirements for operable windows  having a sill height more than 72 inches above the  finished grade have been relocated from Chapter 14  to the general guard provisions of Chapter 10 and  the minimum window sill height at which a guard is  not required has been increased from 24 inches to  36 inches.    Egress through intervening  spaces   1016.2  A means of egress is now permitted through an  elevator lobby provided access to at least one exit is  available without passing through the lobby.  Travel distance increase for  Groups F‐1 and S‐1   1017.2.2  An increased exit access travel distance is now  permitted for Groups F‐1 and S‐1 occupancies where  specific requirements are met  Aisles in Groups B and M  1018.3  The required width of aisles in Groups B and M  occupancies is now consistent with the widths  required for corridors and is no longer limited only  to the capacity based on the occupant load served.  Exit access stairways and  ramps  1019 (1009, 1010)  Revisions have been made throughout the code to  coordinate the provisions for unenclosed interior  stairways and ramps (exit access stairways and  ramps) that can be used as a portion of the means of  egress.  Relies on the distinction of “exit access”  stair versus “exit” stair.    Office suite 4 OL = 300 Office suite 2 OL = 80 Office suite 3 OL = 80 Office suite 1 OL = 80 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Building Code –Transition from the 2009 IBC  Page 19 Topic 2012 2015  Part 4 Means of Egress (Chapter 10). Continued  Enclosure penetrations of  interior exit stairways  1023.5 (1022.5)  Penetrations of the outside membrane of a fire  barrier utilized to enclose an interior exit stair or  ramp are now permitted provided the penetration is  properly protected.    Separation of spaces under  grandstands and bleachers  1029.1.1.1 (1028.1.1.1)  Spaces beneath grandstands and bleachers are now  required to be adequately separated to protect the  assembly seating area form any potential hazards.    Stepped aisle construction  tolerances   1029.13.2.2.1  The variation allowed between adjacent risers  within a stepped aisle is now limited.  Part 5 Accessibility (Chapter 11)  Areas in places of religious  worship   1103.2.8  Small areas used for religious ceremonies are now  exempt from the access requirements.  Employee work areas 1104.3.1  Where an employee work area is less than 1,000  square feet in floor area, the common use  circulation path need not meet the accessible route  requirements.    Multistory buildings and  facilities, Accessible spaces  and routes   1104.4  A distinction has been made between the  requirements for access within a story and those  with greater level changes, such as between stories  or mezzanines.   1107.3, 1107.4  The provisions for connecting all spaces within a  building have been modified to clearly identify the  distinction for those with a change of elevation  between stories or mezzanines.  Group R – Accessible units  1107.6.1.1  The method by which multiple buildings on a site  are reviewed when determining the required  number of Accessible units has been revised to  consider building size in addition to the total  number of units on the site.  Waiting commons Rest rooms Office Sleeping rooms Sleeping rooms Dining Activities Therapy/ counselingKitchen Meeting rooms Accessible Units in Group I-1 and R-4 Occupancies R-4 OccupanciesI-1 Occupancies Condition 1 ≥4% but not less than 1 ≥10% but not less than 1 At least 1 At least 2 units* * Bedrooms within Group R-4 facilities shall be counted as sleeping units for the purpose of determining the number of units. Condition 2 Condition 1 Condition 2 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Building Code –Transition from the 2009 IBC  Page 20 Topic 2012 2015  Part 5 Accessibility (Chapter 11)  Captioning of public  address announcements  1108.2.7.3  The captioning of audible public announcements is  now only required for assembly spaces having a  public address system and 15,000 or more seats.    Accessible children’s  facilities  1109.2, 1109.5  Toilet facilities and drinking fountains “primarily for  children’s use” may now be installed at a lower  height than generally permitted for accessible  elements and considered as the required accessible  elements.    Recreational facilities  1110  More detailed scoping requirements for recreational  facilities have been included within the new Section  1110 to coordinate with the ADA and provide the  scoping for technical requirements found within  Chapter 11 of the A 117.1 standard.  Part 6 Building Envelope, Structural Systems, and Construction Materials   (Chapters 12 through 26)  Toilet and bathroom  requirements  1210  The water closet compartment and urinal partition  requirements have been from Chapter 29 to Section  1210.    Vapor retarders  1405.3  The required types and locations appropriate for  each class of vapor retarder have been revised to  also indicate where certain vapor retarders are not  allowed to be installed.  Roof gardens and  landscaped roofs, Roof  loads  1507.16  The IBC now provides a reference to a new IFC  provisions on roof gardens and landscaped roofs as a  means of controlling the potential hazards these  combustible materials on the roof could create.    Photovoltaic systems 1507.17, 3111, 202  Photovoltaic elements (modules/shingles or  systems) must now meet the general code  requirements for roofing materials and roof top  structures.    Rooftop structures 1510 (1509), 202  In addition to several technical changes, the  provisions addressing rooftop structures have been  reformatted to better organize and clarify the  requirements.    Construction documents,  Special loads   1603  Two additional items related to snow load drifting  are now required to be identified on the  construction documents.   1603.1.8  The dead load of any rooftop‐mounted photovoltaic  (PV) solar panels must now be identified on the  construction documents.  Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. T P ( 2015 Interna Topic  Part 6 Buil (Chapters  Risk category  Minimum Live lo ational Buildi 20 lding Enve 12 throug 16 Th to  me us   oads 16 Th Ta or an ing Code –Tra 012  elope, Stru gh 26), Con 604.5  he term “Occupa “risk category”  eaning and to co ed in ASCE 7‐10 607.1  he live loads esta ble 1607.1 have der to coordinat nd Table 4‐1 in A ansition from ctural Syst ntinued  ancy category” h to better reflect oordinate with t .  ablished in IBC S e been modified  te with the live l ASCE 7‐10.  m the 2009 IBC Page 21 tems, and  has been change t the intended  he terminology  ection 1607 and and updated in  oads of Chapter C  2015  Construct ed    1604.5  In the app category fo revised to  ASCE 7 Tab instead.  In III structur occupancy d  r 4    tion Mater lication of assign or a structure, S clarify that whe ble 1.5‐1, IBC Ta n addition, descr res have been re y classifications t rials   ning the approp Section 1604.5 h ere standards ref ble 1604.5 shou riptions for Risk  evised to include to help clarify th riate risk  as been  ferred to  uld be used  Category  e  he intent.  Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 Internation Page 22 nal Building CCode –Transittion from the e 2009 IBC  Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 Internaational Buildiing Code –Tra ansition fromm the 2009 IBC Page 23 C  Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Building Code –Transition from the 2009 IBC  Page 24 Topic 2012 2015  Part 6 Building Envelope, Structural Systems, and Construction Materials   (Chapters 12 through 26), Continued  Photovoltaic panel systems,  Ballasted photovoltaic  panel systems   1607.12.5  Design requirements for roof structures supporting  photovoltaic (PV) solar panels and modules have  been added to Section 1607.   1613.6  Seismic requirements for ballasted roof‐mounted  photovoltaic (PV) solar panels have been added to  section 1613.6.  Determination of wind  loads  1609, 202  The wind design requirements of Section 1609 have  been updated and coordinated with the latest wind  load provisions in ASCE/SEI 7 (ASCE 7‐10) and the  wind load maps in the IBC are now based on  ultimate design wind speeds, Vult, which produce a  strength level wind load similar to seismic load  effects.    Mapped acceleration  parameters  1613.3.1, 202  The IBC seismic ground motion maps have been  updated to reflect the 2008 maps developed by the  United States Geological Survey (USGS) National  Seismic Hazard Mapping Project and the technical  changes adopted for the 2009 NEHRP Recommended  Seismic Provisions for New Buildings and Other  Structures (FEMA P750).  1613.3.1  The U.S. Geological Survey (USGS) recently  developed seismic hazard and Risk‐Targeted  Maximum Considered Earthquake (MCER) ground  motion maps for Guam and American Samoa, which  have now been included in the IBC.  Statement of special  inspections  1704.3  The provisions requiring specific items to have  special inspection and what information is required  to be included in the statement of special  inspections have been clarified and coordinated,  with previous conflicts between the two being  resolved.    Submittals to the building  official   1704.5  Requirements for submittal of reports and  certificates related to construction that is subject to  special inspections and tests are now clearly  specified.  Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Building Code –Transition from the 2009 IBC  Page 25 Topic 2012 2015  Part 6 Building Envelope, Structural Systems, and Construction Materials   (Chapters 12 through 26), Continued  Special inspections 1705  Special inspection requirements for structural steel  have been deleted from Chapter 17 because the new  standard for structural steel buildings (ANSI/AISC  360‐10) includes quality assurance provisions.    Requirements pertaining to special inspection of  masonry construction were deleted from Chapter 17  because the 2011 edition of TMS 402/ACI 530/ASCE  5 and TMS 602/ACI 530.1/ASCE 6 includes  requirements for quality assurance of masonry  construction.  1705  Steel construction provisions modified to use new  terminology that coordinates with Chapter 22 and  AISC 360 standard.  A new SDI standard addresses  inspection of cold‐formed steel floor and roof decks  (SDI QA/QC) (Section 1705.2)  Special inspections required during installation of  open web steel joists and joist girders. (Section  1705.2.3)  Special inspection of cast‐in‐place anchors in  concrete where allowable loads have been  increased or strength design is used have been  deleted from Table 1705.3 since specific  requirements for design and installation of adhesive  anchors is now included in ACI 318.  Continuous  special inspection is added for these anchors  installed horizontally or in upwardly inclined  orientations with sustained loads. (Table 1705.3)  Periodic special inspection of cold‐formed steel  special bolted moment frames (CFS‐SBMFs) is now  mandated.  Modifications to the special inspection  requirements for seismic resistance have been made  to clarify the intent.  (Section 1705.12)  1705.17 (1705.16)  Where penetration firestop systems and fire‐ resistant joint systems are used in high‐rise buildings  and those building assigned to Risk Category III and  IV, it is now mandatory that they be inspected by an  approved inspection agency as a part of the special  inspection process.    Structural items moved  from code to standards  Chapter 19   Numerous provisions related to concrete  construction were deleted from Chapter 19 because  they are contained in the 2011 edition of ACI 318.  Building Code Requirements for Structural Concrete  and Commentary.  (e.g. IBC Sections 1905, 1906, and  1907 were deleted because they only provided  referencing to the corresponding sections in the ACI  318 standard.)      1901.3 Anchoring to concrete  Sections 1908 and 1909 of the 2012 IBC, which  contain the requirements for anchorage to concrete,  have been deleted because they are obsolete and  not consistent with current referenced standards.   In their place, ne provisions on anchoring to  concrete have been added to the general provisions  found in Section 1901.    1904 Durability requirements  The durability requirements for structural concrete  have been deleted from the IBC and replaced by a  reference to the durability provisions in ACI 318.  2101.2 Masonry Design Methods    The references in Chapter 21 to specific sections in  the Masonry Standards Joint Committee (MSJC)  code have been deleted because the 2013 edition of  TMS 402/ACI 530/ASCE 5 has been substantially  reorganized to be more user‐friendly.  The charging  language of Section 2101.2 has been modified to  simply reference TMS 402/ACI 530/ASCE 5 or TMS  403 for the design and construction of masonry  structures.      Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Building Code –Transition from the 2009 IBC  Page 26 Topic 2012 2015  Part 6 Building Envelope, Structural Systems, and Construction Materials   (Chapters 12 through 26), Continued  Structural items moved  from code to standards,  Continued   2103 Masonry Construction Materials  Masonry material provisions that have historically  been found in Section 2103 have been deleted  because they are contained in the MSJC  Specification TMS 602/ACI 530.1/ASCE 6.    2104 Masonry Construction  Many masonry construction provisions previously  found in Section 2104 that are contained in the  MSJC Specification TMS 602/ACI 530.1/ASCE 6 have  been deleted and replaced with references to the  specification.    2105 Quality Assurance  Provisions for the quality assurance of masonry  structures and related definitions have been deleted  from Section 2106 and replaced with a reference to  the MSJC Specification TMS 602/ACI 530.1/ASCE 6  and the special inspection and testing requirements  contained in Chapter 17.  Conventional light‐frame  construction   2308  Section 2308, which contains prescriptive  requirements for conventional wood frame  construction, has been reformatted and reorganized  in its entirety.  Significant changes include the  introduction of new designations for wall bracing  method similar to those in the IRC as shown in Table  2308.6.3(1), and reformatted wall bracing  requirements set forth in Table 2308.6.1.  Roof and ceiling framing  2308.7  Ceiling joist and rafter span tables from the IRC have  been incorporated into the conventional  construction provisions of the IBC.  Safety glazing – hazardous  locations  2406.1, 2406.4  The hazardous locations identified in the safety  glazing provisions have been reorganized and  clarified in order to provide better consistency  between the IBC and IRC.    SG 60 in. SG Bathtub, whirlpool tub or hot tub SG = Safety glazing required Measurements are to exposed glazing Plan view SG SG SG SG 60 in. 60 in. 60 in. Section view Floor Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Building Code –Transition from the 2009 IBC  Page 27 36 in. 2012 code did not regulate glazing ≥36 in. in height (a) Section 60 in. Glazing <60 in. above landing and within 60 in. horizonzally of bottom tread nosing is in a hazardous location. • Requires safety glazing, or • Protection by guard per exception in Section 2406.4.7 60 in. Glazing regulated within a 60 in. horizontal arc if less than 180 degress from bottom tread nosing (b) Plan 60 in. 60 in. 180° Down Topic 2012 2015  Part 6 Building Envelope, Structural Systems, and Construction Materials   (Chapters 12 through 26), Continued  Safety glazing – impact test 2406.2  The default impact test criteria have been revised to  impose the more restrictive test methodology.  The  higher impact requirements will apply unless the  tables in Section 2406.2 allow for a lower impact test  to be used.    Safety glazing adjacent to  bottom stair landing   2406.4.7  The height criteria for regulating glazing at the  landing at the bottom of a stair has been revised  and the method for measuring the horizontal  distance has been clarified, now generally requiring  safety glazing if located less than 60 inches above  the bottom landing of the stair.  Topic 2012 2015  Water‐resistive barriers for  stucco applications   2510.6  In order to reduce the likelihood of moisture getting  into the building, detailed requirements have been  provided for the installation of the two layers of  weather‐resistive barriers that are required behind  stucco‐covered exterior walls.    Foam plastic insulation  installed in floor assemblies  2603.4.1.14  The use of 1/2‐inch wood structural panels installed  on the walking surface side of a floor assembly is  now permitted as an alternative to the thermal  barrier typically required where foam plastic  insulation is installed within a floor assembly.    Special approval of foam  plastics  2603.9 (2603.10, 2603.10.1)  The specific approval requirements now ensure that  the smoke development of all assemblies that  contain foam plastic is evaluated regardless of the  test standard used.    Plastic composites  2612  New definitions and applicable test standards now  address the use of plastic composites for use as  exterior deck boards, stair treads, handrails and  guards.  Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Building Code –Transition from the 2009 IBC  Page 28 Topic 2012 2015  Part 7 Building Services, Special Devices, and Special Conditions   (Chapters 27 through 34)  Single‐user toilet facilities 2902.2  Where separate sex toilet facilities are required and  only one water closet is required in each facility, two  family or assisted‐use toilet rooms may now be  provided as an acceptable alternative.    Toilet facilities in parking  garages  2902.3   Public toilet facilities are no longer required in open  and enclosed parking garages and employee toilet  facilities are not required in those garages that do  not have parking attendants.    Public toilet facilities   2902.3  Limited‐size quick‐service tenant spaces are no  longer required to provide toilet facilities for the  public customers.  Elevator hoistway venting  3004  The elevator hoistway venting provisions of Section  3004 have been deleted; such hoistways are no  longer required to be vented to the exterior.  Elevator lobbies and  hoistway opening  protection   3006  The elevator lobby requirements have been  relocated from Section 713.14.1, where they were  previously included with the general shaft enclosure  requirements, to Chapter 30, which addresses  elevators.  Provisions now focus on hoistway  opening protection, with lobbies being one of three  options (enclosed lobbies, additional door, or  hoistway pressurization).  Fire service access  elevators, Occupant  evacuation elevators  3007  Many of the provisions addressing fire service access  elevators have now been coordinated with those  applicable to occupant evacuation elevators to  ensure that the fire service access elevators are able  to continue to function and serve their intended  purpose during an emergency.    3008  The provisions addressing occupant evacuation  elevators are now more closely coordinated with  those regulating fire service access elevators    Existing structures  Chapter 34  Chapter 34 has been deleted from the IBC in its entirety,  and existing buildings will now be solely regulated by the  International Existing Building Code (IEBC).  Type B units in existing  buildings  IEBC 410 (3411)  Type B units are now required in existing buildings  when there is a change of occupancy or an alteration  and more than 50 percent of the building is affected.   Note:  Because the 2015 IBC deleted Chapter 34, this  provision is no longer found within the IBC.   However, this requirement is located in the IEBC  which is adopted by reference in IBC Section 101.4.7.   In addition, because this requirement is more  restrictive than the requirements of the federal Fair  Housing Act, it is important code users are aware of  this change.    Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER.100328476 2015 International Building Code –Transition from the 2009 IBC  Page 29 Notes: Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Building Code –Transition from the 2009 IBC  Page 30 Notes: Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2018 IBC Update Based on the 2018 International Building Code,® (IBC®) The International Building Code® (IBC®), establishes minimum regulations for building safety. This handout will identify important changes in the IBC from 2015 to 2018 edition. Participants will be presented with those changes that will most impact their use of the code when they adopt these I-Codes. The learner will receive an overview of the most important code changes. Goal Participants will be able to use this document to identify changes between the 2015 and 2018 IBC allowing them to apply theses code requirements to design, plan submittals and/or inspection. The lecture and activity format allows participants to discuss the changes, reasons for the changes, and answer knowledge review questions. Information presented will allow participants to apply these new code requirements to design, plan review, and/or inspection. Objectives Upon completion, participants will be better able to:  Identify the most significant differences between the 2015 and the 2018 IBC.  Explain the differences between the current and previous edition.  Identify changes in organization and code requirements.  Identify the applicability of design, plan review and inspection requirements. Content Chapters of the IBC included in this handout:  Chapter 2, Definitions  Chapter 3, Use and Occupancy Classification  Chapter 4, Special Detailed Requirements Based on Use and Occupancy  Chapter 5, Building Heights and Areas  Chapter 6, Types of Construction  Chapter 7, Fire and Smoke Protection Features  Chapter 8, Interior Finishes  Chapter 9, Fire Protection Systems  Chapter 10, Means of Egress  Chapter 11, Accessibility  Chapter 12, Interior Environment  Chapter 13 Energy Efficiency  Chapter 14, Exterior Walls  Chapter 15, Roof Assemblies and Rooftop Structures  Chapter 16, Structural Design  Chapter 17, Special Inspections and Tests  Chapter 18, Soils and Foundations  Chapter 19, Concrete  Chapter 22, Steel  Chapter 23, Wood  Chapter 26, Plastic  Chapter 30, Elevators and Conveying Systems  Chapter 31, Special Construction  Appendix G, Flood-Resistant Construction  Appendix N, Replicable Buildings 2018 IBC Update Page 2 Chapter 2: Definitions Code Section Section Title Description of Change 2018 2015 202 202 Definitions (Several definitions have been added to this edition of the IBC, as well as deleting and revising existing definitions.) New definitions include “Greenhouse” and “Repair garage”. The definition for “Sleeping unit” has been clarified while “Ambulatory care facility” and “Clinic, outpatient” have been deleted. GREENHOUSE. A structure or thermally isolated area of a building that maintains a specialized sunlit environment used for, and essential to, the cultivation, protection or maintenance of plants. REPAIR GARAGE. A building, structure or portion thereof used for servicing or repairing motor vehicles. SLEEPING UNIT. A room or space in which people sleep, which can also include single unit providing rooms or spaces for one or more persons that includes permanent provisions for sleeping, and can include provisions for living, eating, and either sanitation or kitchen facilities but not both. Such rooms and spaces that are also part of a dwelling unit are not sleeping units. AMBULATORY CARE FACILITY. CLINIC, OUTPATIENT. Chapter 3: Use and Occupancy Code Section Section Title Description of Change 2018 2015 302.1 Clarification 302.1 Classification of Outdoor Areas It has been clarified that occupied roofs are to be assigned one or more occupancy classifications in a manner consistent with the classification of uses inside the building, based upon the fire and life safety hazards posed by the rooftop activities. 303.4 Clarification 303.4 Assembly Use of Greenhouses Classification Where the use of the greenhouse is assembly in nature due to public access for the viewing of plants, classification as a Group A-3 occupancy is appropriate. 309.1 Clarification 309.1 Mercantile Use of Greenhouses Classification Where a greenhouse is provided with public access for the purpose of the display and sale of plants, a Group M occupancy shall be assigned. 310.3, 310.4 Clarification 310.3, 310.4 Classification of Congregate Living Facilities Dormitories and similar nontransient uses now are to be considered as Group R-3 occupancies where the occupant load is 16 or less. In addition, transient lodging houses, such as bed-and-breakfast establishments, can only be considered as Group R-3 occupancies where their total occupant load is 10 or less. 2018 IBC Update Page 3 Chapter 3: Use and Occupancy, Continued Code Section Section Title Description of Change 2018 2015 310.4.2 Modification 310.4.2 Owner-Occupied Lodging Houses The criteria permitting compliance with the IRC for the design and construction of owner-occupied lodging houses has been expanded by now also requiring that the total number of lodging house occupants be limited to 10. 311.1.1 Modification 311.1.1 Classification of Accessory Storage Spaces Regardless of size, storage rooms and spaces that are accessory to other uses are to be classified as part of the occupancy to which they are accessory. 312.1.1 Clarification 312.1.1 Classification of Agricultural Greenhouses Because a Group U occupancy includes those low-hazard structures that do not conform to any other specific occupancy classification, it has been clarified that greenhouses are only to be considered as Group U where they are not more appropriately classified as one of the other occupancies established in the IBC. Chapter 4: Special Requirements for Use and Occupancy Code Section Section Title Description of Change 2018 2015 403.2.1.1 Modification 403.2.1.1 Type of Construction in High-Rise Buildings The reduction in the minimum required fire-resistance ratings for certain building elements of high-rise buildings is no longer applicable to Group H- 2, H-3 and H-5 occupancies due to the high physical hazard level such uses pose. 404.6 Modification 404.6 Enclosure of Atriums The requirement that those spaces not separated from an atrium be accounted for in the design of the smoke control system now applies only in those cases where the atrium is provided with a smoke control system. 406.1 Clarification 406.1 Motor Vehicle- Related Occupancies Provisions specific to motor-vehicle-related uses have been reformatted in a manner such that those requirements that apply to all such uses have been relocated in a single Section 406.1. 407.5 Modification 407.5 Maximum Smoke Compartment Size The allowance for larger smoke compartments in hospitals and other Group I-2, Condition 2 occupancies has now been modified to only include compartments containing single-patient sleeping rooms and suites, as well as those compartments without patient sleeping rooms. 407.5.4 Modification 407.5.4 Required Egress from Smoke Compartments In Group I-2 occupancies, any smoke compartment that does not have an exit from the compartment must now provide direct access to a minimum of two adjacent smoke compartments. 420.7 Modification 420.7 Corridor Protection in Assisted Living Units Shared living spaces, group meeting spaces and multipurpose therapeutic spaces are now permitted to be open to fire-rated corridors in Group I-1 assisted living housing facilities provided specific conditions are met. 420.8 Addition Group I-1 Cooking Facilities A room or space containing a cooking facility with domestic cooking appliances is now permitted to be open to a corridor in Group I-1 occupancies provided nine specific conditions are met. 420.10 Addition Dormitory Cooking Facilities The installation and use of domestic cooking appliances are now regulated in both common areas and sleeping rooms of Group R-2 college dormitories. 2018 IBC Update Page 4 Chapter 4: Special Requirements for Use and Occupancy, Continued Code Section Section Title Description of Change 2018 2015 427 Addition Medical Gas Systems In order to provide a more comprehensive and efficient compilation of construction regulations, those IFC medical gas system requirements related directly to building construction have now been replicated in the IBC. 428 Addition Higher Education Laboratories Higher education laboratories using hazardous materials can now be considered Group B occupancies provided such laboratories comply with new Section 428 which provides an alternative approach to the existing control area provisions. Chapter 5: Heights and Areas Code Section Section Title Description of Change 2018 2015 503.1, 706.1 Modification 503.1, 706.1 Scope of Fire Wall Use The use of fire walls is now strictly limited to only the determination of permissible types of construction, based upon allowable building area and height. 503.1.4 Addition Allowable Height and Area of Occupied Roofs New criteria is now provided establishing the appropriate methodology in the regulation of building height in stories above grade plane where one or more occupancies is located on the roof. Table 506.2, Note i Modification Table 506.2, Note i Allowable Area of Type VB Greenhouses The tabular allowable area for nonsprinklered single-story greenhouses classified as Group U occupancies has been substantially increased for Type VB buildings to be consistent with those greenhouses classified as Group B, M, F-2 and E. 507.4 Clarification 507.4 Sprinklers in Unlimited Area Group A-4 Buildings The sprinkler omission permitted for indoor participant sport areas of unlimited area Group A-4 buildings is now clearly not applicable to storage rooms, press boxes, concession areas and other ancillary spaces. 508.4.1, Table 508.4 Modification 508.4.1, Table 508.4 508.4.1, Table 508.4 Separated Occupancies vs. Fire Area Separations New provisions in Section 508.4.1 and Table 508.4 clarify that the fire separations used for mixed occupancy purposes and those used for fire area purposes address different concerns, and as such the most restrictive fire-resistance-rated conditions shall apply. 510.2 Clarification 510.2 Horizontal Building Separation Vertical offsets are permitted in the horizontal fire-resistance-rated separation mandated for “podium buildings” provided the minimum required fire-resistance rating is maintained for the offsets and their supporting elements. 2018 IBC Update Page 5 Chapter 6: Types of Construction Code Section Section Title Description of Change 2018 2015 Table 601, Note b Modification Table 601, Note b Fire Protection of Structural Roof Members All portions of the roof construction, including primary structural frame members such as girders and beams, are now selectively exempted from fire-resistance requirements based on Table 601 where every portion of the roof construction is at least 20 feet above any floor below. 602.3, 602.4.1 Clarification 602.3, 602.4.1 FRT Wood Sheathing in Exterior Wall Assemblies It has now been clarified that wood sheathing, as well wood framing, is permitted in exterior walls of Type III and IV buildings where fire-retardant- treated wood is used. Chapter 7: Fire and Smoke Protection Features Code Section Section Title Description of Change 2018 2015 704.2, 704.4.1 Modification 704.2, 704.4.1 Column Protection in Light-Frame Construction In walls of light-frame construction where primary structural frame members require fire-resistive protection, columns extending only between the bottom and top plates do not need to be provided with individual encasement protection. Modification 705.2.3, 705.2.3.1, 705.2.4 1406.3, 1406.4 Combustible Balconies, Projections, and Bay Windows Construction requirements for balconies, porches, decks, bay windows and oriel windows have been relocated from Section 1406 (Combustible Materials on the Exterior Side of Exterior Walls) to Section 705.2.3 (Combustible Projections). 706.1.1 Modification 706.1.1 Party Walls Not Constructed as Fire Walls Construction as a fire wall is no longer required for a party wall provided the aggregate height and area of the buildings on each side of the party wall are compliant with Chapter 5 and applicable easements and agreements are established addressing the maintenance of all fire and life safety systems of both buildings. 706.2 Modification 706.2 Structural Continuity of Double Fire Walls In Seismic Design Categories D through F, floor and roof sheathing is permitted to continue through light-frame double fire wall assemblies where the sheathing does not exceed a thickness of ¾ inch. 708.4 Clarification 708.4 Continuity of Fire Partitions The continuity requirements for fire partitions have been reformatted to provide for increased clarity of their construction requirements. 708.4.2 Clarification 708.4.2 Fireblocking and Draftstopping at Fire Partitions Fireblocking and draftstopping requirements for fire partitions of combustible construction have been consolidated and modified. 713.8.1 Modification 713.8.1 Membrane Penetrations of Shaft Enclosures Membrane penetrations not related to the purpose of a shaft enclosure are no longer prohibited from penetrating the outside of the enclosure. 716.2.6.5 Addition Delayed-Action Self-Closing Doors Self-closing doors that are not also required to be automatic-closing are now permitted to be equipped with delayed-action closers. 2018 IBC Update Page 6 Chapter 8: Interior Finishes Code Section Section Title Description of Change 2018 2015 803.3 Modification 803.3 Interior Finish Requirements for Heavy Timber Construction Materials considered heavy timber construction must now comply with interior finish requirements where exposed in interior exit stairways and exit passageways. 803.11, 803.12 Addition Flame Spread Testing of Laminates and Veneers Specific flame-spread testing provisions have been added to the IBC to address the use of factory-produced laminated products with a wood substrate as well as facings and wood veneers applied over a wood substrate on site. Chapter 9: Fire Protection Systems Code Section Section Title Description of Change 2018 2015 901.6.2 Addition Integrated Fire Protection System Testing Test criteria have been added to the code with a reference to new NFPA 4, Standard for Integrated Fire Protection and Life Safety System Testing, to ensure that where multiple fire protection systems or life safety systems are integrated, the acceptance process and subsequent testing must evaluate all of the integrated systems as a whole. 902.8 Addition Fire Pump and Fire Sprinkler Riser Rooms A number of prescriptive requirements have been added regulating the design and construction of automatic sprinkler system riser rooms and fire pump rooms. 903.2.1 Clarification 903.2.1 Sprinklers Required in Group A Occupancies The extent to which automatic sprinkler systems are required in multi-story Group A occupancies has been clarified. 903.2.3 Modification 903.2.3 Sprinklers in Group E occupancies Criteria for occupant load threshold and location within the building have been added as conditions that could require sprinkler protection in an Group E educational occupancy. 903.3.1.2.1 Modification 903.3.1.2.1 Sprinkler Protection at Balconies and Decks Where nonrated balconies and similar combustible projections of dwelling and sleeping units are permitted in Type IIIA and VA buildings, it has been clarified that the sprinkler protection is to be extended to the area of the projections. 903.3.1.2.3 Addition Protection of Attics in Group R Occupancies Sprinkler protection or acceptable alternative methods for the protection of attics are now addressed for mid-rise buildings housing multi-family occupancies and equipped with an NFPA 13R sprinkler system. 2018 IBC Update Page 7 Chapter 9: Fire Protection Systems, Continued Code Section Section Title Description of Change 2018 2015 904.13 Modification 904.13 Domestic Cooking Protection in Institutional and Residential Occupancies Where domestic-type cooking operations are present in Group I-1 occupancies and college dormitories classified as Group R-2, an automatic fire-extinguishing system is now mandated in conjunction with the required hood over any cooktop or range. 904.14 Addition Aerosol Fire Extinguishing Systems The installation, inspection, testing and maintenance of aerosol fire extinguishing systems are now addressed through applicable references to Sections 901 and 904.4 of the IBC and NFPA 2010, as well as the system’s listing and manufacturer’s instructions. 905.3.1 Modification: 905.3.1 Class III Standpipes Standpipe system protection is now required in those buildings having four or more stories above or below grade plane regardless of the vertical distance between the floor level of the highest story and the level of the fire department vehicle access. 905.4 Modification 905.4 Class I Standpipe Connection Locations Modifications have been made regarding the location of hose connections within interior exit stairway enclosures as well as the minimum number of connections required where open breezeways and open stairs are provided. 907.2.1 Modification 907.2.1 Fire Alarms in Group A Occupancies An additional criterion now mandates the installation of a manual fire alarm system where there is a Group A occupant load of more than 100 located above or below the level of exit discharge. 907.2.10 Deletion 907.2.10 Group R-4 Fire Alarm Systems The installation of a manual fire alarm system and an automatic smoke detection system are no longer required in Group R-4 occupancies. Chapter 10: Means of Egress Code Section Section Title Description of Change 2018 2015 1004.8, Table 1004.5 Modification 1004.8, Table 1004.5 Occupant Load Calculation in Business Use Areas The method of calculating occupant load in business areas has been revised which will typically result in reduced design occupant loads. However, higher design occupant loads can be now be assigned to concentrated business areas such as telephone call centers and similar uses. 1006.2.1, Table 1006.2.1 Modification 1006.2.1, Table 1006.2.1 Group R Spaces with One Exit or Exit Access Doorway Allowances for single-exit Group R spaces have been reformatted and the approach to accumulating occupant loads from adjacent rooms discharging through foyers and lobbies has been clarified. 2018 IBC Update Page 8 Chapter 10: Means of Egress, Continued Code Section Section Title Description of Change 2018 2015 1006.3 Clarification 1006.3 Egress Through Adjacent Stories The determination of means of egress requirements has been clarified where the occupants must travel to an adjacent story to reach a complying exit or exits. 1010.1.1 Clarification 1010.1.1 Size of Doors Provisions addressing limits to the width and height of door openings have been selectively reformatted and revised as necessary to correlate with the technical accessibility requirements of ICC A117.1. 1010.1.4.4 Addition Locking Arrangements in Educational Occupancies Guidance has been provided to allow for enhanced security measures on educational classroom egress doors and yet still continue to comply with applicable means of egress requirements. 1010.1.9.8 Modification 1010.1.9.8 Use of Delayed Egress Locking Systems in Group E Classrooms The allowance for the use of delayed egress locking systems has been expanded to also include egress doors serving Group E classrooms with an occupant load of less than 50, as well as secondary exits or exit access doors serving courtrooms. 1010.3.2 Addition Security Access Turnstiles New conditions of use are now provided to the building official with criteria to evaluate security access turnstiles that are located in a manner to obstruct a means of egress. 1013.2 Modification 1013.2 Floor Level Exit Sign Location The permitted location for low-level exit signs selectively required in Group R-1 occupancies has been expanded to now allow the bottom of such sign to be mounted up to 18 inches above the floor. 1023.3.1 Modification 1023.3.1 Stairway Extensions Fire-resistance-rated separation is not required between an interior exit stairway and its exit passageway extension where both the stair enclosure and exit passageway are pressurized. 1026.4 Modification 1026.4 Refuge Areas for Horizontal Exits The method for determining the minimum required refuge area size where a horizontal exit has been provided has been modified to allow for a more appropriate determination of the occupant load assigned to the refuge area. 1030.1 Clarification 1030.1 Required Emergency Escape and Rescue Openings The occupancies where emergency openings are required have been clarified and the minimum number of required openings in a residential basement has been revised. 2018 IBC Update Page 9 Chapter 11: Accessibility Code Section Section Title Description of Change 2018 2015 1103.2.14 Modification 1103.2.14 Access to Walk-In Coolers and Freezers Revised conditions have now been placed on the use of walk-in cooler and freezers exempted from accessibility provisions by requiring them to be accessed from only employee work areas and limiting the scope to only pieces of equipment. 1109.2.1.2 Modification 1109.2.1.2 Fixtures in Family or Assisted-Use Toilet Rooms Family or assisted-use toilet rooms may now also contain a child height water closet and lavatory in order to provide a higher level of accommodation. Chapter 12: Interior Environment Code Section Section Title Description of Change 2018 2015 1206.2, 1207.3 Modification 1206.2, 1207.3 Engineering Analysis of Sound Transmission A performance-based alternative approach for meeting the required sound transmission class ratings for unit separation walls and floor/ceiling assemblies in residential buildings has been introduced which allows for the use of an engineering analysis based upon a comparison to previously-tested assemblies. Chapter 14:Exterior Walls Code Section Section Title Description of Change 2018 2015 Modification Table 1404.2 Table 1404.2 Weather Covering Minimum Thickness The minimum required thicknesses of masonry and stone veneer weather coverings have been updated to align with current industry standards. Chapter 15:Roof Assemblies and Rooftop Structures Code Section Section Title Description of Change 2018 2015 1504.3.3 Addition Metal Roof Shingles Metal roof shingles are now addressed separately from other metal panel roof systems with reference made to applicable standards for the labeling and testing of wind resistance for the shingles. 1507.1 Clarification 1507.1 Underlayment Reorganization: Underlayment and ice barrier requirements have been relocated from sections describing each type of roofing material and placed into one new section describing the type, attachment and application of underlayment. 2018 IBC Update Page 10 Chapter 16: Structural Design Code Section Section Title Description of Change 2018 2015 1603.1 Modification 1603.1 Construction Documents The construction document requirements for environmental and special loads have been updated for rain, snow and wind forces and their components. 1604.3.7 Addition Deflection of Glass Framing Limits to the deflection of framing which supports glazing has been added to Section 1604.3. 1604.10 Addition Storm Shelters The development of loads for storm shelters is to be based on ICC 500 which provides wind speeds for tornado and hurricane shelter design using ASCE 7 load combinations. Table 1607.1 Modification Table 1607.1 Deck Live Load Table 1607.1 is now consistent with the provisions in the 2010 and 2016 editions of ASCE 7 for minimum uniformly distributed live loads on decks and balconies by increasing the deck live load to one and one-half times the live load of the area served. 1607.14.2 Addition Minimum Fire Load The minimum lateral load that fire walls are required to resist has been established at five pounds per square foot. 1609 Modification 1609 Wind Loads Section 1609 now has updated wind speed maps, including maps for the state of Hawaii. Terminology for describing wind speeds has been changed again with ultimate design wind speeds now called basic design wind speeds. 1613 Modification 1613 Earthquake Loads The site coefficients contained in the IBC have now been brought into alignment with the newest generation of ground motion attenuation equations. 1613.3.1Mo dification 1613.3.1 Seismic Maps The IBC seismic maps have been updated to match new maps in the 2015 NEHRP Provisions and 2016 ASCE 7 standard. 1615 Addition Tsunami Loads There are many coastal communities in the western United States and on islands in the Pacific Ocean which need tsunami-resistant design of critical infrastructure and essential facilities. New IBC Section 1615, Tsunami Loads, has been added to address design of these facilities. Chapter 17: Special Inspections and Tests Code Section Section Title Description of Change 2018 2015 1704.6 Modification 1704.6 Structural Observations Section 1704.6.1 has been added requiring structural observation of buildings that are considered a high-rise or assigned to Risk Category IV. 1705.2.2 Modification 1705.2.2 Metal-plate- connected Wood Trusses Five-foot tall wood trusses requiring permanent bracing now require a periodic special inspection to verify that the required bracing has been installed. 1705.12.6 Item 6 Addition Designated Seismic Systems Section 1705.12.6 adds a provision for minimum clearance of fire sprinkler components considered as a designated seismic system. 2018 IBC Update Page 11 Chapter 18: Soils and Foundations Code Section Section Title Description of Change 2018 2015 1807.2 Modification 1807.2 Retaining Walls The requirement for consideration of a keyway in the sliding analysis of retaining walls has been deleted from Section 1807.2.1. 1810.3.8.3 Modification 1810.3.8.3 Precast Prestressed Piles Equations in Section 1810.3.8.3 addressing precast prestressed piles have been updated. Chapter 19: Concrete Code Section Section Title Description of Change 2018 2015 1901.2 Modification 1901.2 Seismic loads for precast concrete diaphragms New language adds a requirement for the design of precast concrete diaphragms in high seismic regions to use ASCE 7 Section 14.2.4. Chapter 22: Steel Code Section Section Title Description of Change 2018 2015 2207.1, Chapter 35 Modification 2207.1, Chapter 35 SJI standard The 2015 edition of the combined SJI-100, Standard Specification for K-Series, LH- Series, and DLH-Series Open Web Steel Joists and Joist Girders, is the new referenced standard for steel joists. 2211 Modification 2211 Cold-formed Steel Light-frame Construction The 2015 editions of the AISI standards for cold-formed steel are adopted in the 2018 IBC. These new standards include AISI S240, AISI S400 and AISI S202. Chapter 23: Wood Code Section Section Title Description of Change 2018 2015 2303.2.2 Modification 1203.2.2 Fire-retardant treated wood The types of chemical treatment allowed for fire-resistant-treated lumber are clarified. 2303.6 Modification 2303.6 Nails and Staples Nails and staples are required to conform to the standard ASTM F 1667 including Supplement 1. Minimum average bending moment values are added for staples. 2018 IBC Update Page 12 Chapter 23: Wood Code Section Section Title Description of Change 2018 2015 Table 2304.9.3.2 Addition Mechanically Laminated Decking A new alternative fastener schedule for construction of mechanically laminated decking is added to the 2018 IBC giving equivalent power-driven fasteners for the 20 penny nail. Table 2304.10.1 Modification Table 2304.10.1 Ring Shank Nails The 2018 IBC and IRC are now aligned by requiring an 8-penny common or ring shank nail when nailing 6:12 on center for roof sheathing. 2304.12.2.5, 2304.12.2.6 Modification 2304.12.2.5, 2304.12.2.6 Supporting members for permeable floors and roofs The provisions for permeable floors and roofs are modified to require positive drainage of water and ventilation below the floor or roof to protect supporting wood construction. Table 2308.4.1.1 (1) Modification Table 2308.4.1.1 (1) Header and Girder Spans – Exterior Walls The header and girder spans for the exterior bearing wall table are updated to allow #2 Southern Pine design values rather than #1 Southern Pine thereby reducing span lengths. Table 2308.4.1.1 (2) Modification Table 2308.4.1.1 (2) Header and Girder Spans – Interior Bearing Walls The header and girder spans for the interior bearing walls table are updated to allow No. 2 Southern Pine design values for spans rather than No. 1 Southern Pine thereby reducing span lengths. Chapter 26: Plastic Code Section Section Title Description of Change 2018 2015 2603.13 Addition Cladding attachment over foam sheathing to wood framing Requirements for cladding over foam sheathing and wood framing are added to the International Building Code to match the International Residential Code and cold- framed steel stud requirements. Chapter 30: Elevators and Conveying Systems Code Section Section Title Description of Change 2018 2015 3001.2 Addition Emergency Elevator Communication Systems Additional communication capabilities are now required in accessible elevators to enhance the usability of the two-way communication system by individuals with varying degrees of hearing or speech impairments. 2018 IBC Update Page 13 Chapter 30: Elevators and Conveying Systems Code Section Section Title Description of Change 2018 2015 3007.1 Modification 3007.1 Extent of Fire Service Access Elevator Travel Fire service access elevators, where required, now only need to provide access to those floor levels at and above the lowest level of fire department access. In addition, elevators that only connect a parking garage to a building’s lobby need not serve as fire service access elevators. 3008.1 Modification 3008.1 Required Number of Occupant Evacuation Elevators A reduction in the minimum number of elevators that must be considered as occupant evacuation elevators now reflects a more reasonable performance-based approach while still retaining the capacity to evacuate a high-rise building more quickly than stairs alone. Chapter 31: Special Construction Code Section Section Title Description of Change 2018 2015 3112 Addition Relocatable Buildings A process of acceptance for relocatable modular buildings has been established in order to provide clear and consistent direction in the relocation, reuse and/or repurposing of such buildings. Chapter 33: Safeguards During Construction Code Section Section Title Description of Change 2018 2015 3310.1 Modification 3310.1 Stairways in Buildings under Construction At least one temporary or permanent stairway must now be provided in a building under construction once the building has reached a height of 40 feet as measured from the lowest level of fire department vehicle access. 3314 Addition Fire Watch During Construction In order to protect adjacent properties from fire in a building of considerable height when under construction, new provisions have been established to give authority to the fire code official to require a fire watch during those hours where no construction work is being done. Appendix G: Flood-Resistant Construction Code Section Section Title Description of Change 2018 2015 G103.6 Modification G103.6 Watercourse Alteration Notification of a watercourse alteration should be given to all adjacent building departments, not just those a building department believes will be affected. 2018 IBC Update Page 14 Appendix N: Replicable Buildings Code Section Section Title Description of Change 2018 2015 Appendix N Addition Replicable Buildings Guidelines for replicable buildings have been added to the appendix in order to give jurisdictions a tool they can adopt to help streamline the plan review process in regard to code compliance. 2015 IRC® Transition from the 2009 IRC® Based on the International Residential Code® (IRC®) 2015 2015 IRC Transition from the 2009 IRC Second Printing: May 2015 COPYRIGHT © 2015 by International Code Council, Inc. ALL RIGHTS RESERVED. The 2015 IRC Transition from the 2009 IRC is a copyrighted work owned by the International Code Council, Inc. Without advance written permission from the copyright owner, no part of this book may be reproduced, distributed, or transmitted in any form or by any means, including, without limitation, electronic, optical or mechanical means (by way of example and not limitation, photocopying, or recording by or in an information storage retrieval system). For information on permission to copy material exceeding fair use, please contact: ICC Publications, 4051 Flossmoor Road, Country Club Hills, IL 60478. Phone 1-888-ICC-SAFE (422- 7233). Trademarks: “International Code Council,” the “International Code Council” logo, the “IRC” and the “International Residential Code” are trademarks of the International Code Council, Inc. PRINTED IN THE U.S.A. Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 1 Scope and Administration (Chapter 1) Scope – Accessory Structures R101.2 The maximum height for accessory structures has been increased from two to three stories above grade plane. Technical requirements have been removed from the definition, and accessory structures are now permitted to be unlimited in area. Alternative Materials, Design, and Methods of Construction and Equipment R104.11 When proposed alternatives are not approved, the reason for the disapproval must be stated in writing by the building official. Fences Exempt from Permit R105.2 Fences up to 7 feet high are exempt from permit requirements. Existing Buildings in Flood Hazard Areas R105.3.1.1 Determination of substantial improvement for existing buildings in flood hazard areas is the responsibility of the building official. The related provisions are now consolidated in Section R105.3.1.1. Information for Construction in Flood Hazard Areas R106.1.4 Construction documents for dwellings in Coastal A Zones shall include the elevation of the bottom of the lowest horizontal structural member. Part 2 Building Planning (Chapter 3) Climatic and Geographic Design Criteria Table R301.2(1) The jurisdiction must indicate if it contains special wind regions or wind borne debris zones. Wind Design Criteria R301.2.1 A new map indicates the geographic locations that require wind design, which means an engineered design in accordance with the IBC or ASCE 7, or a design in accordance with the applicable provisions of ICC-600, the WFCM, or AISI S230. R301.2 Ultimate design wind speed values replace basic wind speed values for 3-sec gust wind speeds in Section R301.2.2. A wind speed conversion table has been added for conversion from ultimate design to nominal design wind speeds. Sunrooms R301.2.1.1.1 The 2015 IRC requires sunrooms to comply with AAMA/NPEA/NSA 2100-12. The standard contains requirements for habitable and non-habitable sunrooms. Protection of Openings in Wind Borne Debris Regions R301.2.1.2 The mean roof height limit has been increased from 33 feet to 45 feet for the prescriptive attachment provisions for wood structural panels protecting glazing. The ASTM E 1996 standard has been modified to classify wind zones according to ultimate design wind speed. Wind Exposure Category R301.2.1.4 Wind Exposure Category A has been deleted because it no longer exists in the IBC and ASEC 7, which is the basis for determination of wind exposure categories. Wind Exposure Category D now applies to open water, mud and salt flats, and unbroken ice fields, which includes hurricane-prone regions. Page 1 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 2 Building Planning (Chapter 3), Continued Floodplain Construction R301.2.4 Buildings located in a flood hazard area must comply with the provisions for the most restrictive flood hazard area and may use ASCE 24 for design. Story Height R301.3 Story height of wood and steel wall framing, insulated concrete, and SIP walls may not exceed 11ft, 7in. Masonry wall height is limited to 13ft 7in. Exterior Walls R302.1 The minimum clearances to lot lines have been reduced from 5 feet to 3 feet for unrated exterior walls when the dwelling is protected with a fire sprinkler system. The code now permits construction of unrated exterior walls on the lot line when all dwellings in the subdivision are protected with automatic fire sprinkler systems and the opposing lot maintains a minimum 6-foot clearance from the common lot line. R302.1 Unprotected roof overhangs are now permitted to project to within 2ft of the property line when fireblocking is installed between the top of the wall and the roof sheathing. In most cases, projections are not permitted less than 2ft from the property line. For dwellings with or without fire sprinkler protection, penetrations of exterior walls do not require fire-resistant protection unless they are located less than 3ft from the property line. Page 2 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 2 Building Planning (Chapter 3), Continued Townhouse Separation R302.2.2 Parapet Exception R302.2 When a parapet is not installed, openings and penetrations of the roof are no longer permitted within 4 feet of the separating wall between townhouse dwelling units. R302.2 The provisions for separating townhouses with structurally independent fire-resistant-rated walls in accordance with Section R302.1 have been removed in favor of the common wall provisions of Section R302.2. Common walls separating townhouses must now be rated for 2hrs when an automatic fire sprinkler system is not installed in the townhouse dwelling units. Page 3 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 2 Building Planning (Chapter 3), Continued Garage Opening Protection R302.5.1 Doors between the garage and dwelling unit now require self-closing devices. Fire Protection of Floors R302.13 (R501.3) With some exceptions, the code now requires 1/2- inch gypsum board or equivalent material to be applied to the underside of floor assemblies in buildings regulated by the IRC. R302.13 The provisions for fire protection of floors have been relocated from Chapter 5 to the fire-resistant construction provisions of Section R302. New language clarifies that the code does not regulate penetrations or openings in the fire protection membrane. Topic 2012 2015 Mechanical Ventilation R303 When used for satisfying the ventilation requirements for dwellings, mechanical ventilation must now comply with new provisions in Section M1507 for whole-house ventilation of habitable rooms and local exhaust of bathrooms. A whole- house mechanical ventilation system is now required for any dwelling that is tested with a blower door test and determined to have an air infiltration rate of less than 5 air changes per hour. Definitions for whole-house mechanical ventilation system and local exhaust have been added to Section R202. Ventilation Intake Openings R303.5 The minimum vertical clearance between a contaminant source and an outdoor air intake below has increased from 2 feet to 3 feet. Stairway Illumination R303.7, R303.8 Interior and exterior stairway illumination provisions have been placed in separate sections. Conflicting language has been removed to clarify the requirements. Minimum Habitable Room Area R304.1 The requirement for one habitable room with a minimum floor area of 120sf has been removed from the code. Page 4 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 2 Building Planning (Chapter 3), Continued Ceiling Height R305 The minimum ceiling height for bathrooms, toilet rooms, and laundry rooms has been reduced to 6ft 8in. The exception for allowing beams, girders, ducts or other obstructions to project to with 6ft 4in of the finished floor has been expanded to include basement with habitable space. Hazardous Locations for Glazing R308.4 The provisions for hazardous locations related to the installation of glazing have been reorganized for ease of use and consistent application. Each item in the numbered list of hazardous locations has been placed in a separate subsection and given a descriptive title. Glazing Adjacent to Doors R308.4.2 Glazing installed perpendicular to a door in a closed position and within 24in of the door only requires safety glazing if it is on the hinge side of an in- swinging door. Glazing and Wet Surfaces R308.4.5 The separate provisions regulating glazing near tubs and swimming pools have been consolidated into one subsection titled Glazing and Wet Surfaces. R308.4.5 The exception from the safety glazing requirement for glazing that is 60 in. or greater from the water’s edge of a bathtub, hot tub, spa, whirlpool, or swimming pool has been expanded to include glazing that is an equivalent distance from the edge of a shower, sauna, or steam room. Glazing Adjacent Stairs and Ramps R308.4.6 The glazing that is not considered to be in a hazardous location, the rule for the minimum height above a tread at the side of a stairway is now 36 inches to correspond to the height of a guard as previously found in the exception. Other revisions to the test clarify the meaning and application of the glazing requirements at stairways. Glazing Adjacent to the Bottom Stair Landing R308.4.7 The provisions for glazing installed near the landing at the bottom of a stairway have been revised to clarify the application. The threshold for the minimum height above the walking surface is now 36 inches for determining that the glazing is not in a hazardous location. R308.4.7 Glazing adjacent to the bottom stair landing is now defined as the area in front of the plane of the bottom tread. Garage Fire Sprinklers R309.5 In a subdivision where all homes are protected with dwelling fire sprinkler systems, nonrated exterior walls of garages are permitted to be constructed on a lot line when the garage is protected with a fire sprinkler system and meets the other conditions of Section R302.1. Emergency Escape and Rescue Openings R310 The emergency escape and rescue openings provisions have been reorganized. Separate provisions spell out the requirements for windows and doors used for emergency escape and rescue. Page 5 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 2 Building Planning (Chapter 3), Continued Window Well Drainage R310.2.2 Except for locations with well-drained soils, window wells serving emergency escape and rescue openings now require a means to drain surface water to the foundation drainage system. Emergency Escape and Rescue Openings for Additions, Alterations and Repairs R310.5, R310.6 The basement of a dwelling addition does not require an emergency escape and rescue opening if there is access to a basement that does have an emergency escape and rescue opening. Remodeling of an existing basement does not trigger the emergency escape and rescue opening requirements unless a new bedroom is created. Stair Risers R311.7.3, R311.7.5.1 The total vertical rise in a stairway without an intermediate landing has increased from 144in to 147 in. The provision for allowing open risers has been clarified. It is based on the distance above grade or the floor below, not on the total rise of the stair. A new exception clarifies that open risers are permitted on spiral stairways. Landing for Stairways R311.7.6 For a turn in a stairway, the IRC now specifically permits angular and curved stair landing with certain dimensions less than 36 inches if the prescribed depth is provided at the walk line and minimum area criteria are satisfied. The maximum vertical rise requirement of 12 feet has been moved from the exception to a new Section R311.7.3. Spiral Stairways R311.7.10.1 The code adds a definition of spiral stairway that omits any requirement for a center post to allow for design flexibility. The code now limits the size of spiral stairways by restricting the radius at the walk line to a dimension not greater than 24 ½ ins. The method of measurement for tread depth now matches the winder provisions and measures at the intersection of the walk line and the tread nosing rather than perpendicular to the leading edge of the tread. Alternating Tread Devices and Ship Ladders R311.7.11, R311.7.12 Alternating tread devices and ship ladders have been added to the stair provisions. Neither device is approved for use as a means of egress. Ramps R311.8 Ramps that do not serve the required egress door are now permitted to have a slope not greater than 1 unit vertical in 8 units horizontal. Guard Height R312.1.2 The provision requiring that the guard height be measured from the surface of adjacent fixed seating has been removed from the code. Page 6 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 2 Building Planning (Chapter 3), Continued Window Fall Protection R312.2 The provisions for window fall protection have been relocated from Chapter 6 to Chapter 3. The terminology for window opening control devices has been updated for consistency with the referenced standard ASTM F 2090. Operation criteria found in the 2008 edition of the standard have been deleted from the prescriptive provisions of the IRC. R312.2 The window fall protection provisions have been revised to clarify the meaning, remove redundant language, and achieve consistency with the IBC provisions. Smoke Alarms R314 The code now specifically recognizes wireless technology in lieu of interconnection for smoke alarm installation in both new and existing dwelling units. The interconnection provisions have been moved out of the sections related to location and power source and placed in a new section. R314 Battery-operated smoke alarms are permitted for satisfying the smoke alarm power requirements when alternations, repairs, and additions occur. Household fire alarm systems no longer require monitoring by an approved supervising station. New provisions address nuisance alarms related to devices installed near bathrooms and cooking appliances. Carbon Monoxide Alarms R315 The code now specifically recognizes carbon monoxide detection systems with separate detectors and notification appliances installed in accordance with NFPA 720. R315 Carbon monoxide alarms now require connection to the house wiring system with battery backup. Exterior work such as roofing, sliding, windows, doors, and decks and porch additions no longer trigger the carbon monoxide alarm provisions for existing buildings. An attached garage is one criterion for requiring carbon monoxide alarms, but only if the garage has an opening into the dwelling. A carbon monoxide alarm is required in bedrooms when there is a fuel-fired appliance in the bedroom and adjoining bathroom. Carbon Monoxide detection systems only require detectors installed in the locations prescribed by the code and not those locations described in NFPA 720. Thermal Barrier R316.4 Reference to a new standard, NFPA 275, replaces references to previous standards for determining an acceptable thermal barrier material other than 1/2– inch gypsum wallboard. R316.4 23/32-inch wood structural panels satisfy the thermal barrier requirements for foam plastic insulation. Thermal Barrier for Floors R316.5.13 New provisions allow the installation of structural insulated panels and other materials containing foam plastic insulation as part of a floor system without requiring a thermal barrier on the upper surface. The code requires a minimum ½-inch wood structural panel or equivalent material to protect the foam plastic insulation. Flood Hazards R322.1, R322.2 Section R322.1 is modified to emphasize that the provision applies to existing buildings in flood hazard areas where 50% or more of the structure has damage and requires restoration. Section R322.2 limits the minimum elevation allowed for dwellings in flood hazard areas and defines a Coastal A Zone. Coastal High-Hazard Areas R322.3 Coastal A Zones are defined and an exception for foundation types in Coastal A Zones is added. Page 7 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 3 Building Construction (Chapters 4 - 10) Mezzanines R325 New provisions place limitations on the construction of mezzanines related to ceiling height and openings consistent with the IBC. Swimming Pools, Spas and Hot Tubs R326 The design and construction of pools and spas shall comply with the International Swimming Pool and Spa Code (ISPSC). Appendix G, Swimming Pools, Spas and Hot Tubs, has been deleted. Minimum Footing Size R403.1.1 The table for minimum footing size and thickness is divided into three expanded tables based on the type of construction being supported: light frame, light frame with veneer, and concrete or masonry. The values are also based on the type of foundations: slab on grade, crawl space, or basement. Footing and Stem Wall Reinforcing in Seismic Design Categories D₀, D₁, and D₂ R403.1.3 Updated figures sand code provisions in Section R403.1.3 now clearly define minimum required reinforcement in footings and stem walls located in Seismic Design Categories (SDC) D₀, D₁, and D₂ Foundation Anchorage R403.1.6 Anchor bolts are now required to be placed in the middle third of the sill plate. Masonry Foundation Walls in SDC D₀, D₁, and D₂ R404.1.4.1 Minimum vertical reinforcement in masonry stem walls has been increased from No. 3 bars to No. 4 bars spaced in maximum of 4ft on center in grouted cells. Isolated Masonry Piers R404.1.9 The IRC now includes prescriptive provisions for the construction of isolated masonry pier foundations supporting raised floor systems. Retaining Walls R404.4 Retaining walls, freestanding walls not supported at the top, with more than 48ins of unbalanced backfill must be designed by an engineer. Retaining walls resisting additional lateral loads and with more than 24ins of unbalanced backfill must also be designed in accordance with accepted engineering practice. Foundation Drainage R405.1 A filter membrane is now required for perforated foundation drains. Floor Joist Spans for Common Lumber Species Tables R502.3.1(1), R502.3.1(2) Changes to Southern Pine (SP), Douglas Fir-Larch (DFL), and Hemlock Fir (HF) lumber capacities have changed the floor joist span length in the prescriptive tables of the IRC. Span lengths for Southern Pine have decreased: lengths for DFL and HF joists have increased. Page 8 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 3 Building Construction (Chapters 4 - 10), Continued Framing of Floor Openings R502.10 Requirements for header joist and trimmer connections in the framing of floor openings have been deleted. This section conflicted with Section R502.6, which contains minimum bearing lengths for all joists and headers. Decks R507 All deck provisions have been relocated to a new section. The prescriptive provisions related to the placement of bolts and lags for deck ledger attachment to the band joist have been revised to correlate with the National Design Specifications (NDS) for Wood Construction. Deck Ledger Connection to Band Joist R507.2 The deck ledger section is reorganized to better describe the minimum requirements for connection of deck ledgers to band joists. Alternative Deck Lateral Load Connection R507.2.4 When the prescriptive deck lateral load connection that has appeared in the previous editions of the code is chosen as a design option, the code now requires the two hold-down devices to be within 2 feet of the ends of the deck. A new lateral load connection option prescribes four hold-downs installed below the deck structure. Decking R507.4 The code sets the maximum allowable spacing for deck joists supporting the various types of common decking materials. Deck Joists and Beams R507.5, R507.6, R507.7 New sections and tables provide prescriptive methods for joists and beams in deck construction. Section R507.5 describes requirements for deck joists, Section R507.6 lists requirements for deck beams, and Section R507.7 describes minimum bearing requirements for joists and beams. Page 9 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 3 Building Construction (Chapters 4 - 10), Continued Deck Posts R507.8 New Section R507.8 establishes minimum sizes of wood posts supporting wood decks and describes the requirements for connection of deck posts to the footing. Fastener Schedule for Structural Members Table R602.3 (1) Table R602.3 (1) now includes requirements for nailing roof trusses to plates, abutting studs at intersecting wall corners, and connection of rim board to sill plates. Table R602.3 (1) The Fastening Schedule now contains multiple nail size options. Roof rafter connections at ridge, valley, and hip are revised. Double top plate splicing is clarified. Clarification of the joist-to-band-joist (rim board) connection is added. Stud Size, Height, and Spacing R602.3.1 Table R602.3.1 is deleted and the exception for walls greater than 10ft tall is added to the text of Section R602.3.1. If studs in a tall wall meet Exception 2, they meet the requirements of the IRC and do not need engineering or use of an alternate standard. Headers R602.7, Table R602.7.1 The code now includes prescriptive provisions for single member headers under limited conditions. R602.7, Tables R602.7(1), R602.7(2), R602.7(3), R602.7.5 The girder and header span tables of Chapter 5 have been moved to the header section in Chapter 6, Multi-ply and single header tables are combined. A new section describing rim board headers is added. Braced Wall Lines R602.10.1 The section has been reorganized to address braced wall lines only, including provisions for spacing and offsets. Braced Wall Panels R602.10.2 Information on braced wall panels has been placed in one section. Braced wall panels now may be located up to 10 feet from both ends of the braced wall line. Maximum braced wall panel spacing is 20 ft measured edge to edge. Page 10 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 3 Building Construction (Chapters 4 - 10), Continued Required Length of Bracing R602.10.3 Information on the required length of wall bracing is consolidated into one section. Wind wall bracing adjustments have been placed in a separate table from the bracing requirements based on wind speed. Table R602.10.3(1) Table values for bracing requirements based on wind speed have changed slightly due to use of ultimate design wind speed values to calculate required bracing length. Construction Methods for Braced Wall Panels R602.10.4 Bracing construction methods and the allowable mixing of bracing methods have been grouped into a single section. Braced wall lines that change from exterior to interior wall lines may now mix bracing methods along the braced wall line. Minimum Length of a Braced Wall Panel R602.10.5 Braced wall panel minimum lengths are combined in Table R602.10.5. Other braced wall panel length information also is placed in this section. Table R602.10.5 The contributing length of continuously sheathed portal frames (Method CS-PF) in low-seismic regions has increased by 50% Construction of Methods ABW, PFH, PFG, CS-PF, and BV-WSP R602.10.6 This change places all of the alternate braced wall panel methods into one section and adds a new Method BV-WSP, Wall Bracing for Dwellings with Stone and Masonry Veneer in Seismic Design Categories D 0 , D 1 , and D 2. R602.10.6.2 Due to recent testing of Method PFH (Portal Frame with Hold-downs), the minimum required capacity of the hold-downs is lowered to 3500lbs in the 2015 IRC. Additionally, the new testing confirms that two sill plates are sufficient under each braced wall panel of the portal rather than the three plates used in Method PFH for the 2012 IRC. Page 11 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 3 Building Construction (Chapters 4 - 10, Continued) Ends of Braced Wall Lines with Continuous Sheathing R602.10.7 Braced wall line end conditions for continuous sheathing have been placed in one section. A fifth end condition is defined for braced wall panel connections. When a 48-inch braced wall panel is at the end of a wall line, the code does not require a return panel or hold-down at the corner. Braced Wall Panel Support R602.10.9 Concrete stem walls 48 inches long or less and that are less than 6 inches thick require reinforcement similar to narrow masonry stem walls for supporting braced wall panels. Cripple Wall Bracing R602.10.11 A reduction is no longer required in determining the maximum distance between braced wall panels in a cripple wall. References to the bracing length adjustment tables clarify that increased bracing is required if gypsum wall finish is not applied to the cripple wall. Simplified Wall Bracing R602.12 This new section offers an alternative method to braced wall lines for detached dwellings located in SDC A, B, C and townhouses in SDC A or B. The code also places limitations on wind speed, exposure category, building size and other criteria. R602.12 Simplified wall bracing is now allowed for one-to three-story dwellings and townhouse in Wind Exposure Category B or C with ultimate design wind speeds (V ult) of 130 mph or less. Structural Sheathing over Steel Framing for Stone and Masonry Veneer R603.9.5 Section R603.9.5 addressing the bracing requirements for cold-formed steel framing with stone or masonry veneer has been expanded to include the higher seismic design categories. This section directs the user to increase bracing length when a structure is located in SCD C, D₀, D₁, and D₂ and has stone or masonry veneer. Grouting Requirements for Masonry Construction R606.3.5 With reorganization of the masonry wall provisions in the 2015 IRC, the section covering provisions for grouting above-ground masonry walls now combines all the requirements for single, mulit- wythe, and reinforced masonry construction in one section. Clarified provisions address grout placement, cleanouts, and construction for all three types of masonry construction. Drilling and Notching in Structural Insulated Panels R610.7 Drilling and notching provisions for structural insulated panels (SIP) are clarified. Siding Material Thickness and Attachment R703.3 New code language clarifies limitations of use of Table R703.4 and describes fastener type, length, and penetration criteria. Table R703.4, Weather Resistant Siding Attachment and Minimum Thickness, is simplified. Page 12 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 3 Building Construction (Chapters 4 - 10, Continued Wood, Hardboard, and Wood Structural Panel Siding R703.5 Minimum spacing based on siding thickness has been moved from 2012 IRC Table R703.4 footnote i, siding attachment and minimum thickness, to 2015 IRC Section R703.5.2, panel siding. Requirements for vertical wood siding have moved from 2012 IRC footnote j to 2015 IRC Section R703.5.1 vertical wood siding. Wood Shakes and Shingles on Exterior Walls R703.6 The provisions for the application of wood shakes and shingles on exterior walls have been reorgan- ized to give more information and for ease of use. Masonry Veneer Lintel R703.7.3.2 Minimum and Maximum heights of masonry veneer are established for masonry lintels spanning not greater than 18 feet 3 inches. Masonry Veneer Anchorage R703.7.4 The fastener and air space requirements for anchored veneer have been placed in a new table for ease of use. The veneer tie spacing requirements have been modified for consistency with Building Code Requirements and Specification for Masonry Structures (TMS 402/ACI 530/ASCE 5). Grout Fill Behind Masonry Veneer R703.7.4.2 Mortar is no longer permitted to fill the air space behind anchored masonry veneer. Exterior Insulation and Finish Systems R703.9 Limitations for exterior insulation and finish systems (EIFS) with and without drainage have been added to the 2015 IRC. EIFS with drainage is required over all wall assemblies except concrete and masonry. Vinyl Siding Attachment R703.11.1 This clarifies nailing penetration and spacing requirements for horizontal and vertical vinyl siding. Adhered Masonry Veneer R703.12 Minimum clearance and flashing requirements have been added to apply to the base of adhered masonry veneer on exterior walls. Insulated Vinyl Siding and Polypropylene Siding R703.13, R703.14 New sections set minimum requirements for insulated vinyl siding and polypropylene siding. Polypropylene siding requires a minimum 5-ft fire separation distance and must maintain 10-ft separation from buildings on other lots. Cladding Attachment over Foam Sheathing R703.15, R703.16, R703.17 Three new sections set minimum requirements for cladding attachment over foam sheathing to wood framing (R703.15), cold-formed steel framing (R703.16), and masonry or concrete walls (R703.17). For light-frame construction, prescriptive requirements are given. Connection to concrete and masonry construction continues to require engineered design in most cases when placing foam over the concrete or masonry wall. Page 13 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 3 Building Construction (Chapters 4 – 10), Continued Ceiling Joist and Rafter Span Tables Tables R802.4, R802.5 Changes to Southern Pine, Douglas Fir-Larch, and Hemlock Fir capacities have changed the maximum spans for lumber in the ceiling joist and rafter span tables of the IRC. Cutting, Drilling, and Notching of Roof Members R802.7 Text in Section R802.7 has been deleted in favor of referencing Section R502.8.1 for provisions related to cutting, drilling, and notching of solid lumber. Provisions for notching of cantilevered rafters are placed in a new section, and the nominal dimension is replaced by the actual minimum dimension of 3 ½ inches for the remaining portion of the rafter. A new section clarifies the limits for taper cuts on the ends of ceiling joists. Two new figures aid in determine the correct application of cantilevered rafters and ceiling joist taper cut requirements. Roof Uplift Resistance 802.11 The provisions for roof connections to resist wind uplift forces have been updated to current standards and simplified for ease of use. Table R802.11 has been replaced to provide accurate values for both low- and high-slope roofs in Wind Exposure Categories B and C. Roof Ventilation R806 The provisions for minimum vent area have been revised by placing two exceptions after the general rule to clarify the meaning. The exception for reducing the ventilation area when a vapor retarder is installed on the ceiling now only applies to cold- weather climates. The reduction in vent area based on cross ventilation now requires no less than 40% and no more than 50% (previously 50% and 80%) of the required ventilating area to be placed in the upper portion of the roof and no more than 3 feet below the ridge. The requirement for the upper vents to be at least 3 feet below the ridge. The requirement for the upper vents to be a least 3 feet above the eave vents has been removed. Unvented Attic Assemblies R806.5 The unvented attic provisions apply to rafter assemblies typically used for vaulted or cathedral ceilings in addition to conventional attics. References to vapor retarders now specify the applicable class as defined in Section R202. Insulation board installed as an air-impermeable barrier must have the edges sealed to provide a continuous barrier. Table R806.5 For unvented attics and unvented rafter spaces, Table R806.5 has a new footnote allowing calculation of insulation thickness when the insulation is placed above the structural roof sheathing. Page 14 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 3 Building Construction (Chapters 4 – 10), Continued Roof Flashing Locations R903.2.1 The general roof flashing provisions for Chapter 9 now require a kick-out flashing where the eave of the roof intersects a wall to prevent water instruction into the wall assembly. Topic 2012 2015 Crickets and Saddles R903.2.2 Unit skylights or roof windows must be installed in accordance with the manufacturer’s installation instructions, which may not require a cricket even when they exceed 30 inches in width. Underlayment R905.2.7.2 The requirements for installation of roof covering underlayment have been added for high-wind areas. Adhered underlayment that conforms to ASTM D1970 is exempt from the fastening requirements. R905.1.1, R905.1.2 Roof underlayment provisions have been combined into Section R905.1.1 with three tables listing underlayment type, application, and attachment. Sections on ice barriers from the 2012 IRC are reorganized and combined into Section R905.1.2 Page 15 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 3 Building Construction (Chapters 4 - 10), Continued Sidewall Flashing R905.2.8.3 For asphalt shingles, the IRC now recognizes both step and continuous base flashings where sloped roofs meet walls. Where the wall has anchored or adhered masonry veneer, or stucco, the provisions are clarified by referencing the applicable section of the code for counterflashing. Roof Drip Edge R905.2.8.5 A roof drip edge is now required for asphalt shingles. Wood Shingle Application R905.7.5 The minimum requirements for application of wood shingles are expanded. Fastener type is clarified and a new table lists minimum sizes for box nails. Labeling requirements for fastener packaging have also been added. Wood Shake Installation R905.8.6 The minimum requirements for application of wood shakes are expanded. Fastener type is clarified, and a new table lists minimum sizes for box nails. Labeling requirements for fastener packaging have also been added. Photovoltaic Shingles R905.16 Additional requirements and limits for photovoltaic shingles have been added to Section R905.16 Rooftop-Mounted Photovoltaic Systems 907 This code provision describes the requirements and limits of rooftop-mounted photovoltaic. Recovering versus Replacement of Roofing R907.3 The hail exposure map, related definitions, and the limitations on reroofing in hail zones have been deleted from the code. A new exception clarifies that the reroofing provisions do not require the removal of self-adhered ice barrier underlayment. Masonry Chimney Caps and Rain Caps R1003.9.1, R1003.3.3 New language includes provisions for commonly used masonry chimney caps and rain caps consistent with ASTM C 1283. Factory-Built Chimney Offsets R1005.7 Factory-built chimney assemblies must be installed vertically with no offsets greater than 30 degrees. No more than four elbows are permitted within the entire length of chimney assembly. Part 4 Energy Conservation (Chapter 11) Energy Efficiency Chapter 11 The IRC energy efficiency provisions have been replaced with the applicable residential requirements of the IECC. Compliance Paths N1101.13 The compliance paths in the energy provisions have been clarified. The mandatory provisions combined with either the prescriptive provisions or the performance provisions are deemed to comply with the code. Page 16 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 4 Energy Conservation (Chapter 11), Continued Permanent Energy Certificate N1101.14 (N1101.16) The permanent certificate must list the results of the blower door test for air leakage of the building envelope and the results of required duct system testing. N1101.14 The code now requires the permanent energy certificate to be placed on a wall in proximity to the furnace, in a utility room, or in another approved location inside the building. R-Valve Computation- Insulated Siding N1102.1.3 The code now allows insulated siding to be used in the calculation for satisfying the wall insulation R- value. The labeled R-value for the siding must be reduced by R-0.6 for calculation purposes. Access Hatches and Doors N1102.2.4 Vertical doors that access unconditioned attics and crawl spaces do not require an R-value to match the required wall insulation. Such doors must comply with the fenestration U-factor requirements of Table N1102.1.2. R-Value Reduction for Walls with Partial Structural Sheathing N1102.2.7, Table N1102.1.2 The allowed R-value reduction for portions of walls with structural sheathing and requiring continuous insulation has been moved from footnote h of Table N1102.1.2 and placed in a new section to clarify the application. Floor Framing Cavity Insulation N1102.2.8, Table N1102.4.1.1 The code now permits an air space above required insulation installed in a floor framing cavity above unconditioned space. Table N1102.4.1.1 has been reformatted into three columns to separate the air barrier requirements from the insulation requirements. Insulation at Wall Corners and Headers Table N1102.4.1.1 Insulation requirements at framed wall corners and headers only apply when there is space to install insulation. The minimum insulation thermal resistance is R-3 per inch of insulation. Page 17 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 4 Energy Conservation (Chapter 11), Continued Building Thermal Envelope Testing N1102.4.1.2 The code requires a blower door test to be performed on all dwelling units to determine compliance with the maximum air leakage rate for the applicable climate zone. Wood-burning Fireplace Doors N1102.4.2, Table N1102.4.1.1 Doors on wood-burning fireplaces must be listed for the application. The requirement for gasketed doors on fireplaces has been removed. Duct Sealing and Testing N1103.3 The duct sealing and testing provisions have been reorganized to clarify the application. The maximum duct leakage rates are now prescriptive rather than mandatory provisions to accommodate design flexibility. Building Cavities N1103.3.5 (N1103.2.3) Building framing cavities are no longer permitted to be used for ducts or plenums. Heated Water Circulation and Temperature Maintenance Systems N1103.5 The code now requires automatic controls to maintain hot water temperature for heated water circulation systems and for heat trace temperature maintenance systems when such systems are installed. To save energy, continuously operating circulation pumps are no longer permitted. Heat trace systems must comply with one of the referenced standards. Hot Water Pipe Insulation N1103.5.3 (N1103.4.2) The code sets minimum insulation requirements for hot water piping. Lighting Equipment N1104.1 High-efficacy lamps are required in at least 75 percent of permanent lighting fixtures. Part 5 Mechanical (Chapters 12 through 23) Identification and Certification of Pipe, Tubing, and Fittings M1301 All pipe, tubing, and fittings used in mechanical systems now require a manufacturer’s mark and third-party testing or certification. New definitions supplement the provisions. Locking Access Port Caps M1411.6 The code now recognizes any approved means to prevent unauthorized access to outdoor refrigerant ports. Page 18 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 5 Mechanical (Chapters 12 through 23), Continued Dryer Exhaust Duct M1502.4 The maximum support spacing for dryer exhaust ducts has increased from 4 feet to 12 feet. Dryer exhaust ducts now specifically require mechanical fastening. Screw fasteners are permitted to penetrate the exhaust duct no more than 1/8 inch. The maximum specified length of dryer exhaust duct has been increased from 25 to 35 feet and now matches the corresponding dryer exhaust provisions of the IMC, IFGC, and the IRC fuel-gas provisions. Dryer Exhaust Duct Power Ventilators M1502.4.4, M1502.4.5 The code now recognizes the use of dryer exhaust duct power ventilators (DEDPVs) to increase the allowable exhaust duct length for clothes dryers. Dryer Duct Length Identification M1502.4.6 A permanent label identifying the concealed length of the dryer exhaust duct is no longer required where the equivalent duct length does not exceed 35ft. For the dryer exhaust duct exceeding 35ft, a label or tag is required whether the duct is concealed or not. Page 19 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 5 Mechanical (Chapters 12 through 23), Continued Makeup Air for Range Hoods M1503.4 Automatic operation of a mechanical damper is no longer required for supplying makeup air for kitchen exhaust systems exceeding a rating of 400 cubic feet per minute (cfm). Transfer openings are permitted to obtain makeup air from rooms other than the kitchen. Exhaust Openings M1506 A minimum clearance of 3 ft is required between air exhaust terminations and openings into the building. Topic 2012 2015 Exhaust Duct Length M1506.2 The code establishes maximum exhaust duct lengths based on duct diameter, type of duct and the exhaust fan airflow rating. Mechanical Ventilation M1507 Prescriptive design criteria for whole-house ventilation systems have been added to the mechanical ventilation provisions. Mechanical ventilation of kitchens and bathrooms is now described as local exhaust. New definitions for whole-house ventilation and local exhaust have been added to Section R202. Above-Ground Duct Systems M1601.1 Stud cavities of exterior walls are no longer permitted to be used for return air plenums. Above-Ground Duct Systems M1601.1.1, Table M1601.1.1, M1601.2 The list of duct system requirements has been revised to reference the applicable standards and delete redundant language. The table for material thickness of metal ducts was replaced with what is Page 20 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 currently consistent with the SMACNA sheet metal construction standard. Part 5 Mechanical (Chapters 12 through 23), Continued Duct Installation M1601.4 Tapes and mastics used to seal sheet metal ducts must be listed to UL 181 B as has been required for sealing flexible ducts. Snap-lock and button-lock seams are no longer exempt from the sealing requirements. Duct Joints, Seams and Connections M1601.4.1 The IRC provisions for duct connections have been replaced with language from the IMC and now reference the SMACNA HVAC Duct Construction Standards. Unlisted duct tape is not permitted for sealing joints or seams of ductwork. Return Air M1602 The provisions for return air have been simplified and clarified to improve understanding while preserving the intent of keeping contaminants out of the airstream of the heating, ventilation and air- conditioning (HVAC) system. The provisions for outdoor air openings have been removed and the code now references the applicable provisions for outdoor air in Chapter 3. Prohibited Sources of Outdoor and Return Air M1602.2 The prohibition on taking return air from a garage does not apply to an HVAC system that serves the garage only. Mechanical rooms are no longer listed as prohibited sources of return air. Modifications of the 10-foot rule for separation of return air inlets and fuel-burning appliances clarifies that the requirement applies to the draft hood and open combustion chamber of atmospheric burner appliances, not direct vent appliances with sealed combustion chambers. Ranges and Ovens M1901 The provisions for kitchen ranges have been updated to match those for gas-fired ranges in Section G2447. References in Sections M1504.1 and M1505.1 alert the code user to specific provisions related to installation of cooking appliances above ranges and clearances for open-top broiler units. Mandatory code language now clarifies that cooking appliances used in swellings must be listed and labeled for household use. Commercial cooking appliances are not permitted in dwelling units. Page 21 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 6 Fuel Gas (Chapter 24) Condensate Pumps G2404.11 Condensate pumps located in uninhabitable spaces must be connected to the appliance to shut down the equipment in the event of pump failure. Reduced Clearance to Combustible Materials G2409.1 Gypsum board is now specifically identified as a combustible material for purposes of determining required clearances around gas-fired appliances. Electrical Bonding of Corrugated Stainless Steel Tubing G2411.1.1 The maximum allowable length of the bonding jumper for corrugated stainless steel tubing (CSST) is 75ft. Bonding methods must comply with NFPA 70 and devices, such as clamps, must be listed in accordance with UL 467. Pipe Identification and Certification G2412, G2415 All pipe, tubing, and fittings used in a fuel-gas system now require a manufacture’s mark and third-party testing or certification. New definitions supplement the provisions. Maximum Gas Demand G2413.2 Table G2413.2 and the reference to it were deleted to clarify that the code requires the actual maximum input rating of the appliances to be known and used for gas pipe sizing purposes. Plastic Pipe, Tubing and Fitting G2414.6 PVC and CPVC pipe are expressly prohibited materials for supplying fuel gas. Fittings in Concealed Locations G2415.5 This section retains the basic intent while being completely reorganized to clarify the correct application. Threaded elbows, tees and coupling are now specifically approved for concealed locations as the code always intended. The code now provides the applicable referenced standards for fittings that are listed for concealed locations. Protection of Concealed Piping Against Physical Damage G2415.7 The section on protection of piping has been completely rewritten to address more than just bored holes and notches in structural members. It now addresses piping parallel to framing members and piping within framing members. The new text requires that the protection extend well beyond the edge of members that are bored or notched. Sediment Trap G2419.4 A new figure illustrates the correct configuration of a sediment trap. Gas-fired decorative vented appliances installed in vented fireplaces and gas fireplaces are not required to be equipped with a sediment trap. Medium-Pressure Regulators G2421.2 Medium-Pressure (MP) line regulators installed in rigid piping must have a union installed to allow removal of the regulator. Page 22 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 6 Fuel Gas (Chapter 24), Continued Connecting Portable and Movable Appliances G2422.1 Where portable gas appliances are used outdoors, such as gas grills, fire pits, and patio heaters, the options for connecting to the gas distribution system are practically limited to gas hoses designed for the purpose. Such hoses must comply with ANSI Z21.54. Door Clearance to Vent Terminals G2426.7.1 An appliance vent terminal is not permitted in a location with 12 inches of the arc of a swinging door. Page 23 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 6 Fuel Gas (Chapter 24), Continued Plastic Piping for Appliance Vents G2427.4.1, G2427.6.8.3 The approval of plastic pipe for venting appliances is no longer a responsibility of the building official and, instead that responsibility rests with the appliance manufacturer and the appliance listing agency. The code previously addressed only vents, which are defined as listed and labeled factory- made products. The code is no longer silent on the sizing of plastic pipe vents that do not fall under the definition of “vent”. Venting System Termination Location G2427.8 New text addresses the location of sidewall vent terminals with respect to adjoining buildings. A 10- foot separation is required when a vent discharges in the direction of an opening in an adjacent building. Clothes Dryer Exhaust Ducts G2439.4, G2439.7 New text recognizes the use of dryer exhaust duct power ventilators (DEDPVs) to increase the allowable exhaust duct length for clothes dryers. A permanent label identifying the concealed length of dryer exhaust duct is no longer required where the equivalent duct length does not exceed 35ft. For dryer exhaust duct exceeding 35ft, a label or tag is required whether the duct is concealed or not. Instead of prohibiting all duct fasteners such as screws and rivets, the code now limits the penetration of fasteners, where installed. Page 24 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 6 Fuel Gas (Chapter 24), Continued Prohibited Sources of Outdoor and Return Air G2442.4 For an HVAC system that services the garage only, return air is permitted to be taken from the garage. The requirement for a 10-foot separation between return air inlets and fuel-burning appliances applies only to the draft hood and open combustion chamber of atmospheric burner appliances, not direct vent appliances with sealed combustion chambers. Prohibited Location of Commercial Cooking Appliances 2447.2 The code does not prohibit the installation of cooking appliances that are listed as both commercial and domestic appliances. Part 7 Plumbing (Chapter 25 through 33) Inspection and Tests for Building Sewer P2502.1, P2503.4 New text clarifies the method for examining existing building sewers and building drains when the entire sanitary drainage system is replaced. Internal examination is required to verify the size, slope, and condition of the existing piping. A new provision prescribes a pressure test for a forced sewer at a test pressure of 5psi (34.5 kPa) greater than the pump rating. Drain, Waste, and Vent Systems Testing P2503.5 The head pressure for a water test on drain, waste, and vent (DWV) systems has been reduced from 10ft to 5ft. Rough Plumbing Test P2503.5.1 The IRC no longer permits air testing of plastic piping in DWV systems. Connections to Drainage Systems P2601.2 Waste water from lavatories, bathtubs, showers, clothes washers, and laundry trays I now defined as gray water and is permitted to be discharged to an approved gray-water system. Page 25 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 7 Plumbing (Chapter 25 through 33), Continued Protection Against Physical Damage P2603.2.1 For piping installed through bored holes or in notches, the minimum clearance distance from the concealed piping to the edge of the framing member has been reduced from 1 ½ in to 1 ¼ in. Protection is required for piping installed less than 1 ¼ in from the edge of the framing member. Topic 2012 2015 Protection Against Corrosion P2603.3 The minimum thickness of sheathing material for protection of piping against corrosion has been reduced from 0.025 in to 0.008 in (8mil). The corrosion protection requirement applies to metallic piping other than cast iron, ductile iron, and galvanized steel that is in direct contact with concrete, masonry or steel framing. Previously, protection was only required for materials passing through walls and floors of these materials. All metallic piping requires corrosion protection when located in corrosive soils. Pipes through Foundation Walls P2603.4 A sleeve or relieving arch is not required for pipes passing under a footing. Piping Support Table P2605.1 Support spacing requirements for PEX and PE-RT tubing 1 ¼ in and greater in diameter have been added to the table. Footnote b of Table P2605.1 clarifies the mid-story guide requirements for some types of vertical pipe 2 ins and smaller in diameter. Page 26 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 7 Plumbing (Chapter 25 through 33), Continued Sealing of Annular Spaces P2606 Provisions for sealing pipe penetrations of the building envelope have been placed in a new section and revised to more precisely prescribe the approved types of materials and their correct application. The new language also correlates with the provisions for sealing against air leakage in the IECC. Identification and Certification P2609.1, 2609.4 Pipe, fittings, and plumbing components are required to meet the marking requirements of the applicable referenced standard in addition to bearing the identification of the manufacturer. The code now requires all plumbing products and materials to be listed by a third-party certification agency. Table P2608.4 and third-party testing requirements have been deleted. Plumbing Fixtures, Waste Receptors P2702.1, P2706.1 The definition of plumbing fixture has been revised to include receptacles and devices that discharge to the drainage system but are not connected to a water supply, such as a floor drains and standpipes. The requirement for strainers on plumbing fixture outlets has been clarified by specifically excluding hub drains and standpipes. Attics and crawlspaces are now listed as prohibited locations for waste receptors and standpipes. Clothes-washer standpipes are permitted to be installed in bathrooms. P2702.1, P2706.1 A definition of waste receptor has been added to the code. Waste receptors are now permitted in bathrooms and closets. Shower Receptors and Lining P2709.1, P2709.2 The distance shower liners must extend above finished thresholds has been reduced from 3 inches to 2 inches. Minimum thickness requirements for PVC and CPE shower liners have been deleted in favor of requirements in referenced standards. Dishwashing Machines P2717 The code now references the applicable standards for integral air gaps protecting the potable water supply to dishwashers. The term “food waste disposer” replaces “food waste grinder.” Section P2717.2 and P2717.3 regarding dishwasher discharge to the sink tailpiece or the food waste disposer have been combined into a single Section P2717.2, eliminating redundant language and improving understanding of the provisions. Page 27 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 7 Plumbing (Chapter 25 through 33), Continued Water Heater Drain Valves and Pans P2801.5 The provisions for safety pans under water heaters have been clarified by prescribing such protection for water heaters with storage tanks only. Tankless water heaters do not require pans. P2801 The code now specifically requires drain valves with a threaded outlet for water heaters. The water heater pan requirements have been expanded to accept aluminum and plastic pans of the prescribed thickness. The code clarifies that a pan drain is not required when a water heater is replaced and there is no existing drain. Topic 2012 2015 Water Heater Relief Valve Discharge Piping P2804.6.1 The temperature and pressure (T&P) relief valve discharge pipe termination must have an air gap suitable to protect the potable water supply distribution system of the building. PEX and PE-RT tubing used for relief valve discharge piping must be one size larger than the T&P valve discharge outlet, and the outlet end of the tubing must be fastened in place. Page 28 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER.100328476 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 7 Plumbing (Chapter 25 through 33), Continued Nonpotable Water Systems P2901, P2910 through P2913 Nonpotable water outlets, such as hose connections, that utilize nonpotable water must be identified with a warning and a symbol that nonpotable water is being used. The color purple is established for identifying distribution piping conveying nonpotable water. New Sections P2910 through P2913 are extracted from the IgCC and intend to provide guidance on the collection, storage, and distribution of various types of nonpotable water for residential buildings. Minimum Fire Sprinkler Separation from Obstructions P2904.2.4.2 A new figure provides prescriptive values for minimum separation distances between fire sprinklers and obstructions. Lesser distances are permitted in accordance with the manufacturer’s installation instructions. Heated Water Distribution Systems P2905 Pointers have been added to the IRC plumbing provisions to direct the user to the applicable energy conservation provisions of IRC Chapter 11 related to heated water distribution systems. Section N1103.5 requires automatic controls to maintain hot water temperature for heated water circulation systems and for heat trace temperature maintenance systems when such systems are installed. Lead Content of Drinking Water Pipe and Fittings P2906.2 The code has a more stringent limitation for lead content in pipe, pipe fittings, joints, valves, faucets, and fixture fittings that convey water used for drinking and cooking. Solvent Cementing of PVC Joints P3003.9 The application of a primer to drain, waste, and vent PVC pipe and fittings prior to solvent cementing is not required for 4-inch pipe size and smaller, provided that the piping is for a non- pressure application. Joints between Drainage Piping and Water Closets P3003.19 Use of waste connector and sealing gasket is now permitted as an alternative to a flanged connection for floor-mounted water closets. Cleanouts P3005.2 The section on cleanouts has been completely reorganized and reworded for clarity. Brass cleanout plugs are only permitted for metallic piping. Where located at a finished wall, the cleanout must be within 1 ½ in of the finished surface. A cleanout is no longer required at the base of each waste or soil stack. Page 29 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 7 Plumbing (Chapter 25 through 33), Continued Ejector Connection to the Drainage System P3007.3.5 The discharge from ejector pumps is now permitted to connect to soil stacks, waste stacks, and horizontal branch drains in addition to building sewers and building drains. Backwater Valves P3008.1 For existing buildings, fixtures that are located above the next upstream manhole cover are allowed to discharge through a backwater valve. Vent Terminals P3103.1, P3103.2 Where a minimum 3-inch diameter vent terminal is required to prevent frost blockage in cold climates, the 3-inch diameter pipe must extend at least 12 in inside the building’s thermal envelope. The minimum 7-foot height requirement for vent terminations applies only to roofs used for purposes similar to residential decks, patios and balconies. Location of Vent Terminal P3103.5 The minimum clearance to vent terminations above openings within 10 feet has been increased from 2 feet to 3 feet. Trap Seal Protection Against Evaporation P3201.2 Trap seal protection against evaporation can now be accomplished in a variety of ways, including trap seal primer valves supplied with nonpotable water and barrier-type trap seal protection devices Part 8 Electrical (Chapters 34 through 43) Concrete-Encased Electrodes E3608.1.2 The provisions for concrete-encased electrodes have been broken into separate parts to clarify the meaning and application. Supplemental Electrode Required E3608.4 A rod, pipe, or plate electrode requires a supplemental electrode unless testing confirms that the single electrode has a resistance to earth of 25 ohms or less. Page 30 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 8 Electrical (Chapters 34 through 43), Continued Outdoor Outlets E3901.7 An outdoor outlet is now required for any size of deck, porch, or balcony that is accessible from inside the swelling unit. Topic 2012 2015 Receptacle Outlets for Garages E3901.9 Garage receptacle outlets must be served by a separate branch circuit that does not supply other outlets. At least one receptacle outlet is required for each car space in a garage. Page 31 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 8 Electrical (Chapters 34 through 43), Continued Receptacle Outlets in Foyers E3901.11 When exceeding 60 square feet in area, foyers in dwelling units now require receptacle outlets. Ground-Fault Circuit Interrupter Protection E3902.8, E3902.9, E3902.10 Laundry areas have been added to the list of locations requiring ground-fault circuit interrupter (GFCI) protection. Receptacles within 6 feet of bathtubs and showers, and receptacles for dishwashers also require CFGI protection. Location of Ground-Fault Circuit Interrupters E3902.11 When provided, ground-fault circuit interrupter devices must be placed in a readily accessible location. Boxes at Fan Outlets E3905.8 When a ceiling outlet box is wired for a future ceiling fan, the box must be listed for the support of a ceiling fan. Switching Controlling Lighting Loads E4001.15 Unless a means of access for rewiring is provided, a grounded circuit conductor must be provided at the switch outlet. Tamper-Resistant Receptacles E4002.14 Receptacles that are located more than 5-1/2 feet above the floor, are part of a luminaire or appliance, or in a dedicated space for an appliance are no longer required to be tamper-resistant. Location of Low-Voltage Luminaires Adjacent to Swimming Pools E4203.4.3 Listed low-voltage luminaires meeting the prescribed conditions are permitted to be located less than 5 feet from the water’s edge of swimming pools, spas, and hot tubs. Bonded Parts of Pools, Spas, and Hut Tubs E4204.2 Where walls are at least 5 feet high and less than 3 feet from the edge of the pool, equipotential bonding is required on the pool side of the wall only. Metal parts, including awnings, fences, and door and window frames constructed of metal, require bonding if located within 5 feet of the edge of the pool. Accessibility to Electrical Equipment of Hydromassage Bathtubs E4209.3 When located behind access panels and serving hydromassage bathtubs, receptacle outlets must have their face in direct view and within 1 foot of the access opening. Page 32 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Topic 2012 2015 Part 9 Appendices Light Straw-Clay Construction Appendix R Prescriptive requirements for light straw-clay construction have been added as an appendix to the 2015 IRC. Light straw-clay walls are non-bearing infill around a structural frame. Strawbale Construction Appendix S Prescriptive requirements for strawbale construction have been added as an appendix to the 2015 IRC. Strawbale walls may be non-bearing infill around a structural frame or bearing walls depending upon the method of construction and detailing. Appendix S contains requirements for both construction methods. Page 33 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Notes Page 34 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Notes Page 35 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2015 International Residential Code –Transition from the 2009 IRC Notes Page 36 Copyright © ICC. ALL RIGHTS RESERVED. Accessed by Wyatt Russell on Jun 15, 2016 5:38:24 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 2018 IRC Update Based on the 2018 International Residential Code,® (IRC®) The International Residential Code® (IRC®) establishes minimum regulations for residential construction. This handout will identify important changes in the IRC from 2015 to 2018 edition. Participants will be presented with those changes that will most impact their use of the code when they adopt these I-Codes. The learner will receive an overview of the most important code changes. Goal Participants will be able to use this document to identify changes between the 2015 and 2018 IRC allowing them to apply theses code requirements to design, plan submittals and/or inspection. The lecture and activity format allows participants to discuss the changes, reasons for the changes, and answer knowledge review questions. Information presented will allow participants to apply these new code requirements to design, plan review, and/or inspection. Objectives Upon completion, participants will be better able to:  Identify the most significant differences between the 2015 and the 2018 IRC.  Explain the differences between the current and previous edition.  Identify changes in organization and code requirements.  Identify the applicability of design, plan review and inspection requirements. Content Chapters of the IRC included in this handout:  Chapter 1, Scope and Administration  Chapter 3, Building Planning  Chapter 4, Foundations  Chapter 5, Floors  Chapter 6, Wall Construction  Chapter 7, Wall Covering  Chapter 8, Roof-ceiling Construction  Chapter 9, Roof Assemblies  Chapter 10, Chimneys and Fireplaces  Chapter N11, Energy Efficiency  Chapter M13, General Mechanical System Requirements  Chapter M16, Duct Systems  Chapter M21, Hydronic Piping  Chapter G24, Fuel Gas  Chapter P 25, Plumbing Administration  Chapter P27, Plumbing Fixtures  Chapter P28, Water Heaters  Chapter P29, Water Supply and Distribution  Chapter P30, Sanitary Drainage  Chapter P31, Vents  Chapter E37, Branch Circuit and Feeder Requirements  Chapter E39, Power and Lighting Distribution  Chapter E41, Appliance Installation  Appendix Q, Tiny Homes 2018 IRC Update Page 2 Chapter 1: Scope and Administration Code Section Section Title Description of Change 2018 2015 Modification R101.2 R101.2 Scope All instances where the International Building Code (IBC) permits construction under the IRC are now listed in the exception to the scope of the IRC. Clarification R105.1, R110.1, R202 R105.1, R110.1, R202 Change of Occupancy A definition for “Change of Occupancy” has been added and the requirement for a certificate of occupancy when there is a change of occupancy or use has been clarified. Chapter 3: Building Planning Code Section Section Title Description of Change 2018 2015 Modification Table R301.2(1) Table R301.2(1) Climatic and Geographic Design Criteria The requirement for a Manual J assessment or engineered equivalent has been in the International Residential Code for several editions. To assist the designer, jurisdictions will now include variables for Manual J assessments with other climatic and geographic design criteria available from the building department. Modification R301.2.2.1 R301.2.2.1 Seismic Design Category New seismic design category (SDC) maps are included in the 2018 IRC. One map contains the most conservative ‘good quality’ soil type, assuming Site Class C or D, and may increase the local SDC. The second map is allowed if the site is identified as being Site Class A, B or D by geotechnical report or known local soil conditions; this map may lower the design spectral response acceleration, SDS, potentially lowering the seismic design category. Modification R302.1 R302.1 Exterior Walls References to the International Building Code (IBC) offer additional options and provide flexibility in determining the fire resistance rating of exterior wall assemblies. Table footnotes have been revised to clarify the correlation between gable end vents and the fire resistance requirements for projections. Modification R302.2 R302.2 Townhouse Separation Two paths for achieving the fire-resistant separation between townhouse dwelling units – two 1-hour walls or a common wall – are spelled out in the townhouse provisions. Modification R302.13 R302.13 Fire Protection of Floors above Crawl Spaces Fire-resistant membrane protection is now required for the applicable floor framing materials above crawl spaces containing fuel-fired or electric- powered heating appliances. 2018 IRC Update Page 3 Chapter 3: Building Planning, Continued Code Section Section Title Description of Change 2018 2015 Modification R308.4.2 R308.4.2 Glazing Adjacent to Doors Glazing within 24 inches of the hinge side of an in-swinging door now requires safety glazing where the glazing is at an angle less than 180 degrees from the plane of the door. Modification R308.4.4 R308.4.4 Glazing in Guards and Railings Unless laminated glass is used, structural glass baluster panels in guards now require an attached top rail or handrail. Clarification R308.4.7 R308.4.7 Glazing Adjacent to the Bottom Stair Landing Figure R308.4.7 has been replaced with a new figure and the caption modified to more accurately reflect when safety glazing is required near the bottom landing. Modification R310.1 R310.1 Emergency Escape and Rescue Openings Emergency escape and rescue openings are no longer required for bedrooms in basements when the dwelling unit is protected with an automatic fire sprinkler system and other conditions are met. Modification R310.3 R310.3 Area Wells for Emergency Escape and Rescue Doors For emergency escape and rescue doors in basements, a change in terminology replaces “bulkhead enclosures” with “area wells” and provisions for ladders and steps for area wells are added. Modification R311.7.1, R311.7.8 R311.7.1, R311.7.8 Handrail Projection A new exception to the handrail projection limitation provides for adequate clearance behind the handrail when it passes the projection of a floor, landing or tread return. Modification R311.7.3 R311.7.3 Maximum Stair Rise between Landings The maximum rise of a flight of stairs has increased by 4 inches, from 147 to 151 inches. Modification R311.7.11, R311.7.12 R311.7.11, R311.7.12 Alternating Tread Devices and Ships Ladders Alternating tread devices and ships ladders are now permitted as a means of egress for lofts with an area that does not exceed 200 square feet. Clarification R312.1 R312.1 Guards The guard requirements only apply to the specific portion of a walking surface that exceeds 30 inches above grade. Modification R314 R314 Smoke Alarms The exemption for interconnection of alarms during alterations based on feasibility has been removed from the code. Modification R315 R315 Carbon Monoxide Alarms Interconnection is now required where multiple carbon monoxide alarms are required in a dwelling unit. 2018 IRC Update Page 4 Chapter 3: Building Planning, Continued Code Section Section Title Description of Change 2018 2015 Modification R322.3 R322.3 Coastal High- Hazard Flood Zones In coastal high-hazard areas (V Zones) and Coastal A Zones, the IRC now provides specific guidance for the design and construction of concrete slabs, stairs, guards, decks and porches to reduce damage to the dwelling in a flood event. Addition R324.6 Roof Access for Photovoltaic Solar Energy Systems Requirements for roof access and pathways for firefighters have been introduced into the IRC provisions for rooftop mounted photovoltaic solar energy systems. Addition R324.6.2.2 Solar Panels near Emergency Escape and Rescue Openings Rooftop mounted photovoltaic solar energy panels and modules are not permitted to be installed below emergency escape and rescue openings. Modification R325.3 Mezzanine Area Limitation The area limitation for mezzanines has been increased from one-third to one-half of the area of the room containing the mezzanine under certain conditions. Addition R325.6, R202 Habitable Attics The definition of habitable attic has been revised and the technical requirements have been placed with mezzanines. Chapter 4: Foundations Code Section Section Title Description of Change 2018 2015 Modification Table R403.3(1) Table R403.3(1) Insulation requirements for frost protected footings Insulation thickness requirements for Type II and IX extruded polystyrene (EPS) have changed. The minimum R-value for specific types of EPS has been clarified while requirements for horizontal insulation were added. Modification Table R403.4 Table R403.4 Crushed stone footings Table R403.4 is updated to include both the minimum depth and width of a crushed stone footing for a precast concrete wall. Modification R408.3 R408.3 Unvented crawl space Ventilation of the under-floor space is not required when an adequately- sized dehumidifier is provided. 2018 IRC Update Page 5 Chapter 5: Floors Code Section Section Title Description of Change 2018 2015 Modification R507 R507 Decks Section R507 is reorganized for ease of use and additional provisions are added to simplify prescriptive construction of a deck. Modification R507.2 R507.2, R507.3 Deck materials Section R507.2 adds requirements for fasteners and fastener connections, flashing and alternative materials. Addition R507.3 Deck footings A new section on footing minimum size is added to help describe minimum prescriptive (non-engineered) requirements for an exterior deck footing based on snow load, soil quality, and footing shape and size. Clarification R507.6 R507.5 Deck joists Maximum joist spacing and total length have been clarified. In Table R507.6, maximum span length is listed followed by maximum cantilever length. Clarification R507.7- R507.9 R507.2, R507.4 Decking, Vertical and Lateral Support Decking material options and fastener systems are clarified. Vertical and horizontal support of an exterior deck is updated while support and attachment of ledgers is added to the decking section. Chapter 6: Wall Construction Code Section Section Title Description of Change 2018 2015 Addition Table R602.3(6) Alternate Stud Height To help clarify when studs greater than 10 feet long may be used, an exception is added to Section R602.3.1 as well as a reference to new Table R602.3(6) which applies only to 11- and 12-foot tall walls in one- and two- story buildings. Modification Tables R602.7(1), R602.7(2) Tables R602.7(1), R602.7(2) Girder and Header Spans Girder and header spans are updated assuming No. 2 Southern Pine rather than No. 1 Southern Pine as used in the 2015 IRC. A footnote is added to clarify that headers and girders are assumed to be braced; for headers with pony walls above, a further reduction in span is taken for 2x8 and larger headers. Modification Table R602.7.5 Table R602.7.5 Support for headers The 2015 IRC full height stud table is significantly altered. The table increases the number of king studs in higher wind regions and requires only one or two king studs at each end of a header in regions with 115 mph wind speeds. Modification Table R602.10.3 (4) Table R602.10.3 (4) Seismic Adjustment Factors Attempts to clarify roof and ceiling dead loads in the top story of a multi- story dwelling and use of the BV-WSP bracing method have been added. Table R602.10.3(4) now allows use of Methods WSP and CS-WSP with brick veneer in the second story of a dwelling. 2018 IRC Update Page 6 Chapter 6: Wall Construction, Continued Code Section Section Title Description of Change 2018 2015 Modification R602.10.4.1 R602.10.4.1 Mixing bracing methods Mixing of continuous sheathing methods with an intermittent alternate bracing method is clarified. Braced wall line(s) containing an alternate method must have sufficient bracing length for an intermittent method, not just for the continuous sheathing method when the alternate method is Method PFH, PFG or ABW. Modification R602.10.6.5 R602.10.6.5 Method BV-WSP An attempt to clarify use of the BV-WSP method is made. New limits are added to Section R602.10.6.5. Modification Tables R603.3.1, R603.3.1.1 (2) Tables R603.3.1, R603.3.1.1 (2) Cold-Formed Steel Wall Construction Cold-formed steel connection tables are updated for wind speeds less than 140 miles per hour. Values in the IRC tables now match AISI S230, Standard for Cold-Formed Steel Framing - Prescriptive Method for One- and Two-Family Dwellings. Chapter 7: Wall Covering Code Section Section Title Description of Change 2018 2015 Modification R703.2 R703.2 Water-resistive barrier Water-resistive barrier materials other than No. 15 asphalt felt must be installed following the manufacturer’s installation instructions. The exemption for detached accessory buildings is deleted. Modification R703.3.1 R703.3.1, R703.11.1.4 Soffit installation Requirements for wood structural panel soffits are added to Section R703.3.1 and vinyl soffit requirements are clarified. Modification R703.8.4 R703.8.4 Veneer anchorage through insulation Masonry veneer is explicitly allowed to attach to through insulation into the underlying wood structural panels. Attachment must follow Table R703.8.4(2). Modification R703.11.2 R703.11.2 Vinyl siding installation over foam plastic sheathing Testing has been done on vinyl siding over insulation in an attempt to determine fastener requirements for vinyl siding attachment in high wind regions. New Table R703.11.2 gives design wind pressures for vinyl siding resisting all wind loads without reliance on wood structural panel sheathing. 2018 IRC Update Page 7 Chapter 8: Roof-Ceiling Construction Code Section Section Title Description of Change 2018 2015 Modification R802 R802 Roof Framing Section R802, Design and construction of roofs, has been clarified by dividing the content into three separate sections on roof ridges, rafters and ceiling joists. Modification R802.1.5.4 R802.1.5.4 Labeling Each stick of fire-retardant-treated lumber and individual wood structural panel will be labeled with eight specific items of information Modification R806.2 R806.2 Minimum vent area The minimum vent area exception is clarified, stating that net free ventilation may be less than 1/150 only if two required conditions are met. Lower vents must be located in the bottom third of the attic space. Chapter 9: Roof Assemblies Code Section Section Title Description of Change 2018 2015 Addition R905.17 Building Integrated Photovoltaic Panels New Section R905.17 addresses installation and attachment of building- integrated photovoltaic (BIPV) roof panels. Chapter 10: Chimneys and Fireplaces Code Section Section Title Description of Change 2018 2015 Addition R1005.8 Chimney insulation shield Factory-built chimneys, which have been required to maintain a minimum clearance to insulation, are now required to have an insulation shield to provide the clearance to the insulation. Chapter 11: Energy Efficiency Code Section Section Title Description of Change 2018 2015 Clarification N1101.6, Tables N1101.10.3 (1) and N1101.10.3 (2) N1101.6, Tables N1101.10.3 (1) and N1101.10.3 (2) Fenestration Definitions and U- Factors The definitions for skylights and vertical fenestration have been moved under the definition for fenestration, and a definition for opaque door has been added. 2018 IRC Update Page 8 Chapter 11: Energy Efficiency, Continued Code Section Section Title Description of Change 2018 2015 Modification N1102.1 N1102.1 Building Thermal Envelope for Log Homes Log homes are now exempt from the prescriptive building thermal envelope requirements when designed in accordance with ICC-400, Standard on the Design and Construction of Log Structures. Modification N1102.1.2 and N1102.1.4 N1102.1.2 and N1102.1.4 Insulation and Fenestration Requirements The prescriptive U-factors for fenestration have been lowered to improve the energy efficiency of dwellings and townhouses. Modification N1102.2.2 N1102.2.2 Reduction of Ceiling Insulation When applying the exception for insulation in ceilings without attics, the insulation must extend to the outside of the top plate. Clarification N1102.2.5 N1102.2.5 Mass Walls The mass wall provisions have been itemized in a numbered list to bring accuracy and clarity to the technical requirements. Modification N1102.2.6 N1102.2.6 Cold-Formed Steel Framing R- Values Conflicting entries have been removed from the table establishing cold- formed steel R-values equivalent to those for wood framing. Modification N1102.4 N1102.4 Testing for Air Leakage A new standard for air-leakage testing, RESNET/ICC 380, is now referenced in the IRC to provide flexibility for the testing industry. Addition N1103.3.6 and N1103.3.7 Ducts Buried within Ceiling Insulation New provisions address the methods, minimum coverage requirements and thermal benefits for ducts buried within ceiling insulation, and when those ducts are considered inside the building thermal envelope. Modification N1104.1 N1104.1 Lighting The required percentage of permanent lighting fixtures having high-efficacy lamps has increased from 75 to 90 percent. Modification N1106.3, N1106.4 N1106.3, N1106.4 Maximum Energy Rating Index The maximum rating index values based on climate zone have increased slightly to make the ERI provisions less restrictive and improve the flexibility of the energy provisions. 2018 IRC Update Page 9 Chapter M13: General Mechanical System Requirements Code Section Section Title Description of Change 2018 2015 Deletion M1305.1.1 M1305.1.1 Access to Furnaces within Compartments The appliance access requirements for furnaces in compartments have been removed from the code in favor of other code provisions and the manufacturer’s instructions. Modification M1305.1.3.2 M1305.1.4.2 Appliances Installed in Pits The requirements for appliance installation in pits has been expanded to provide more detail and to be similar to language found in other ICC codes. The minimum bottom clearance has been reduced from 6 inches to 3 inches. Chapter 15: Exhaust Systems Code Section Section Title Description of Change 2018 2015 Modification M1502.3.1 M1502.3.1 Dryer Exhaust Duct Termination A minimum area of 12.5 square inches has been established for the terminal outlet of dryer duct exhaust. Modification M1502.4.2 M1502.4.2 Concealed Dryer Exhaust Ducts Wall and ceiling cavities enclosing dryer exhaust duct must provide sufficient space that the 4-inch duct is not squeezed out of its round shape. Modification M1503.6 M1503.6 Makeup Air for Kitchen Exhaust Systems Makeup air for domestic cooking exhaust systems is no longer required if all fuel-burning appliances in the dwelling unit have a direct vent or mechanical draft vent system. Chapter M16: Duct Systems Code Section Section Title Description of Change 2018 2015 Modification M1601.1.2 M1601.1.2 Underground Duct Systems Underground ducts, including both direct-burial ducts and those encased in concrete, require sealing and testing. 2018 IRC Update Page 10 Chapter M21: Hydronic Piping Code Section Section Title Description of Change 2018 2015 Modification M2101.10 M2101.10 Pressure Tests for Hydronic Piping Compressed air testing of PEX hydronic piping is now allowed when testing is in accordance with the manufacturer’s instructions. Modification M2103.2 M2103.2 Thermal Barrier for Radiant Floor Heating Systems For hydronic floor heating systems, the minimum insulation R-values have been removed from Section M2103.2 and a reference to the energy provisions of Chapter 11 has been added. Chapter G24: Fuel Gas Code Section Section Title Description of Change 2018 2015 Modification G2406.2 G2406.2 Prohibited Locations for Appliances A gas-fired clothes dryer is now allowed to be installed in a bathroom and toilet room where a permanent opening communicates with other permitted spaces. Modification G2411.2, G2411.3 G2411.2, G2411.3 Electrical Bonding of CSST The existing provisions for electrical bonding apply to CSST without an arc- resistant jacket or coating and a new section addresses electrical continuity and bonding of arc-resistant CSST. Modification G2414.4.2, G2414.10.1 G2414.4.2, G2414.10.1 Schedule 10 Steel Gas Piping The code now allows Schedule 10 steel pipe to be used for fuel gas piping. Modification G2415.11 G2415.11 Protection against Corrosion Reorganization of this section includes new provisions to address corrosion protection of underground steel gas piping and protection for steel risers other than anodeless risers. Clarification G2420.5.1 G2420.5.1 Shutoff Valve Location Shutoff valves located behind movable appliances are considered as meeting the requirement for access. Addition G2420.6 Support for Shutoff Valves in Tubing Systems Shutoff valves in gas tubing systems require rigid support separate from the tubing to prevent damage at the valve connection. Deletion G2442.2 G2442.2 Forced Air Furnace Duct Size The prescriptive duct size requirements for forced air furnaces have been deleted in favor of other sizing methods specific to the appliance. Modification G2447.2 G2447.2 Commercial Cooking Appliances Commercial cooking appliances are now permitted in dwelling units when installed in accordance with an engineered design and the manufacturer's instructions. 2018 IRC Update Page 11 Chapter P25: Plumbing Administration Code Section Section Title Description of Change 2018 2015 Modification P2503.7 P2503.7 Air Testing of PEX Piping Compressed air testing of PEX water supply piping is now allowed when testing is in accordance with the manufacturer’s instructions. Chapter P26: General Plumbing Requirements Code Section Section Title Description of Change 2018 2015 Modification P2602.1 P2602.1 Connections to Public Sewer or Private Sewage Disposal System The International Private Sewage Disposal Code (IPSDC) is referenced for installation of private sewage disposal systems where there are no state or local requirements for such systems. Chapter P27: Plumbing Fixtures Code Section Section Title Description of Change 2018 2015 Modification P2704 P2704 Slip Joint Connections Slip joint connections are permitted anywhere between the fixture outlet and the drainage piping, and are no longer limited to the trap inlet, outlet and trap seal locations. Modification P2713.1 P2713.1 Bathtub Overflow Bathtub overflow outlets are no longer required. Chapter P28: Water Heaters Code Section Section Title Description of Change 2018 2015 Modification P2801.6 P2801.6 Plastic Pan for Gas-Fired Water Heaters Plastic safety pans are now allowed under gas water heaters provided the material falls within the prescribed flame spread and smoke developed indices. 2018 IRC Update Page 12 Chapter P29: Water Supply and Distribution Code Section Section Title Description of Change 2018 2015 Modification P2902.5.4, P2904. P2902.5.4, P2904. Backflow Protection for Fire Sprinkler Systems Sections P2902.5.4 and P2904.1 are revised and coordinated to clarify that stand-alone and multipurpose fire sprinkler systems complying with Section P2904 or NFPA 13D do not require backflow protection under most circumstances. Modification P2903.5 P2903.5 Water Hammer Arrestors A water hammer arrestor is now required where quick-closing valves are used in the water distribution system. Addition P2906.6.1 P2906.6.1 Saddle Tap Fittings on Water Distribution Piping Saddle tap fittings are no longer permitted on water distribution system piping. Modification P2906.18.2 P2906.18.2 Joints between PVC and CPVC Piping A single solvent-cement transition joint is now an acceptable method for connecting a CPVC water distribution system to a PVC water service pipe. Chapter P30: Sanitary Drainage Code Section Section Title Description of Change 2018 2015 Modification P3003.2 P3003.2 Prohibited Joints for Sanitary Drainage A solvent cement joint is now permitted for joining ABS and PVC piping at the connection of the building drain to the building sewer. Modification P3005.1.6 P3005.1.6 Reduction in Pipe Size Water closet flanges, offset bend fittings and offset flanges are now specifically listed as exceptions to the provision that drainage piping must not be reduced in size in the direction of flow. Chapter P31: Vents Code Section Section Title Description of Change 2018 2015 Modification P3103.1 P3103.1 Vent Pipe Terminations The provisions for vent terminals have been reorganized and a new option has been added to allow a 2-inch vent extension through a sloped roof when the vent is covered. Modification P3111 P3111 Combination Waste and Vent System Food waste disposers and drinking fountains are now permitted to connect to a combination waste and vent system. Modification P3114.8 P3114.8 Prohibited Installations for Air Admittance Valves An air admittance valve cannot be used to resolve the problem of an open vent terminal that is too close to a building air intake. 2018 IRC Update Page 13 Chapter E37: Branch Circuit and Feeder Requirements Code Section Section Title Description of Change 2018 2015 Addition E3703.5 Garage Branch Circuits A separate 20-ampere branch circuit is now required to serve receptacle outlets of attached garages and detached garages with electric power. Chapter E39: Power and Light Distribution Code Section Section Title Description of Change 2018 2015 Modification E3901.2 E3901.2 Wall Space for Receptacle Distribution Cabinets with countertops are now considered wall space in determining required locations for general purpose receptacle outlets. Modification E3901.3 E3901.3 Appliances on 15 Amp Circuits An individual 15-ampere branch circuit is permitted to serve any specific kitchen appliance. Addition E3902.4 GFCI Protection for Crawl Space Lighting Outlets Ground-fault circuit-interrupter (GFCI) protection is now required for lighting outlets of crawl spaces. Addition E3905.2.1 Nonmetallic- Sheathed Cable and Metal Boxes Where entering a metal box, nonmetallic-sheathed cable must extend into the box at least 1/4 inch and extend past the cable clamp. Chapter E41:Appliance Installation Code Section Section Title Description of Change 2018 2015 Modification E4101.3 E4101.3 Cord- and-Plug- Connected Appliances The maximum cord lengths for range hoods and built-in dishwashers have increased and the code clarifies that the receptacle outlet for the dishwasher has to be in the space adjacent to the appliance. Appendix Q: Tiny Houses Code Section Section Title Description of Change 2018 2015 Appendix Q Addition Tiny Houses A new Appendix Q covers provisions for tiny houses, defined as dwellings with a maximum floor area of 400 square feet. ESTIMATED COSTS OF THE 2018 IRC CODE CHANGES Prepared For National Association of Home Builders October 27, 2017 Report No. 3391-10232017 400 Prince George’s Blvd. | Upper Marlboro, MD 20774 | 800.638.8556 | HomeInnovation.com Disclaimer Neither Home Innovation Research Labs, Inc., nor any person acting on its behalf, makes any warranty, expressed or implied, with respect to the use of any information, apparatus, method, or process disclosed in this publication or that such use may not infringe privately owned rights, or assumes any liabilities with respect to the use of, or for damages resulting from the use of, any information, apparatus, method, or process disclosed in this publication, or is responsible for statements made or opinions expressed by individual authors. Home Innovation Research Labs October 2017 Estimated Costs of the 2018 IRC Code Changes i TABLE OF CONTENTS Acronyms, Abbreviations, and Definitions ..................................................................................... iii Background ...................................................................................................................................... 1 Methodology .................................................................................................................................... 1 National Construction Cost .......................................................................................................... 1 Reference House Configurations ................................................................................................. 2 Reference House Features ........................................................................................................... 3 Results .............................................................................................................................................. 4 Estimated Cost of 2018 Code Compliance for Reference Houses by Location ............................ 4 APPENDIX A: Description and Cost Impact of 2018 IRC Code Changes APPENDIX B: Location Adjustment Factors APPENDIX C: One-Story House with Slab Foundation (Reference House 1) APPENDIX D: Two-story House with Slab Foundation (Reference House 2) APPENDIX E: One-Story House with Basement Foundation (Reference House 3) APPENDIX F: Two-Story House with Basement Foundation (Reference House 4) APPENDIX G: References October 2017 Home Innovation Research Labs ii Estimated Costs of the 2018 IRC Code Changes TABLES Table 1. New Construction Foundation Types .............................................................................................. 2 Table 2. New Construction Number of Stories ............................................................................................. 2 Table 3. Sites for Reference Houses ............................................................................................................. 2 Table 4. Typical HVAC Systems Supplied with New Houses ......................................................................... 3 Table 5. Features of the Reference Houses .................................................................................................. 3 Table 6. Estimated Cost to Consumer of 2018 Code Compliance ................................................................ 5 Table 7. Additional Costs to Consumer of 2018 Code Compliance Not Attributed to the Reference Houses ........................................................................................................................... 6 Home Innovation Research Labs October 2017 Estimated Costs of the 2018 IRC Code Changes iii ACRONYMS, ABBREVIATIONS, AND DEFINITIONS ACCA Air Conditioning Contractors Association ACH50 Air changes per hour at a test pressure differential of 50 Pascals ASCE American Society of Civil Engineers ASHRAE American Society of Heating, Refrigeration and Air-Conditioning Engineers BPS Builder Practices Survey—national survey conducted annually by Home Innovation Research Labs Bsmt. Basement BWL Braced wall line ccSPF Closed-cell spray polyurethane foam insulation CF Cubic feet CFM Cubic feet per minute (a measure of flow) CS-PF Bracing method consisting of a continuously sheathed portal frame around a large door or window opening CY Cubic yards CZ Climate Zone, as defined by the International Code Council (ICC) DOE Department of Energy EA Each ERI Energy Rating Index ERV Energy recovery ventilator FEMA Federal Emergency Management Agency Gal Gallon HERS Home Energy Rating System HR Hour HRV Heat recovery ventilator HVAC Heating, ventilation, and cooling ICC International Code Council IECC International Energy Conservation Code IRC International Residential Code LB Pounds LF Linear feet MPH Miles per hour NEHRP National Earthquake Hazard Reduction Program O&P Overhead and profit OSB Oriented strand board PF Portal frame PSF Pounds per square foot October 2017 Home Innovation Research Labs iv Estimated Costs of the 2018 IRC Code Changes RCD Residential Cost Data 2017, RSMeans SDC Seismic design category SF Square feet SHGC Solar heat gain coefficient, a measure of the reflectivity versus the absorbed radiation of glass; the lower the SHGC number, the less radiation is absorbed by the glass unit SOG Slab-on-grade U-Factor U-value; a measure of the conductance of building components like windows and doors; the lower the U-Factor the less conductive the component, or the higher the R-value, which is the inverse of U-value USGS United States Geological Society WRB Water-resistive barrier XPS Extruded polystyrene (rigid foam sheathing) Home Innovation Research Labs October 2017 Estimated Costs of the 2018 IRC Code Changes 1 BACKGROUND The National Association of Home Builders (NAHB) provided a list of code changes approved for the 2018 International Residential Code (2018 IRC).1 Home Innovation Research Labs (Home Innovation) estimated the expected cost impact of these code changes on construction practices and materials for a number of reference houses sited in various cities nationwide. Cost estimates are aggregated in ranges of high to low based on various methods or components that might be used to comply with the code. METHODOLOGY National Construction Cost Reference houses and their site locations were initially defined in a report titled Estimated Costs of the 2015 Code Changes.2 The four reference houses were selected for their similarity to new home offerings in the six metropolitan areas selected as site locations - Miami, Dallas, Los Angeles, Seattle, New York, and Chicago, and their size proximity to a national average of 2,607 SF.3 Elevations and floor plans for these reference houses are provided in Appendices C through F. These single-family detached houses define the reference or base house that provides the starting point for estimation of the added cost (or savings) of each code change for the 2018 IRC relative to the 2015 IRC or IECC. Cost impacts in this analysis have been developed primarily with data adapted from the following sources: (1) RSMeans’ Residential Cost Data 2017;4 (2) ASHRAE 1481 RP5 and similar reports by Home Innovation; (3) U.S. government reporting from the Census6 and the Bureau of Labor Statistics;7 and (4) distributors’ or big box retailers’ websites. Where a source other than these is used, it is cited in Appendix A when applicable to a specific code change. Costs are reported at the national level and can be modified for a region using builders’ known bid prices or by applying a location factor adjustment shown in Appendix B. For individual code changes shown in Appendix A, costs are reported as both total to the builder and total to consumer. The total cost to builder includes overhead and profit (designated in the tables as “w/O&P”) applied to individual component costs (i.e., materials and labor) to represent the cost charged by the sub-contractor. The total cost to consumer is based on the builder’s gross margin, reported as 18.9% of construction cost in the 2016 Cost of Doing Business8. The cost summaries shown in Table 6 and Table 7 show the total cost to consumer only. 1 International Code Council, www.iccsafe.org/Pages/default.aspx 2 www.homeinnovation.com/trends_and_reports/featured_reports/estimated_costs_of_the_2015_irc_code_changes 3 Taylor, Heather. 2014. Cost of Constructing a House. www.nahb.org/generic.aspx?sectionID=734&genericContentID=221388&channelID=311 4 http://rsmeans.reedconstructiondata.com 5 NAHB Research Center, 2009. Economic Database in Support of ASHRAE 90.2 1481 RP. https://www.google.com/#q=ashrae+1481+rp 6 http://factfinder2.census.gov/faces/tableservices/jsf/pages/productview.xhtml?src=bkmk 7 http://www.bls.gov/oes/current/oes_nat.htm#47-0000 8 National Association of Home Builders. 2016. Cost of Doing Business Study: 2016 Edition. https://builderbooks.com October 2017 Home Innovation Research Labs 2 Estimated Costs of the 2018 IRC Code Changes Reference House Configurations The four building designs (see Appendices C-F) used in this analysis are based on the data contained in the Census Bureau report, Characteristics of New Single-Family Construction Completed.9 The report provides information about building foundation type (Table 1) and number of stories for new single- family detached construction over the previous nine-year period. (Table 2). Table 1. New Construction Foundation Types Slab 54% Crawlspace 17% Basement 30% Table 2. New Construction Number of Stories One-story 53% Two-story 43% Three-story 3% The Census data supports defining the four reference houses as follows to encompass approximately 85% of the last decade’s new single-family construction: • One-story on slab foundation • Two-story on slab foundation • One-story on basement foundation • Two-story on basement foundation Table 3 covers the locations where each type of reference house foundation would be pragmatically constructed. All of these selected cities, except Chicago, lie within the top ten states for construction starts in 2013.10 Chicago was selected to represent a Climate Zone 5 house. Table 3. Sites for Reference Houses Reference House Climate Zone 1 2 3 4 Foundation Slab Slab Basement Basement Miami 1 X X Los Angeles 3 X X X* Dallas 3 X X X* Seattle 4 X X X X New York 4 X X X X Chicago 5 X X Fairbanks 8 X X Based on the data compiled by Home Innovation from the 2013 Builder Practices Survey (BPS)11, a nationwide annual survey, the typical Heating, Ventilation, and Cooling (HVAC) systems used in new 9 www.census.gov/construction/chars/completed.html 10 www.census.gov/construction/bps/pdf/2013statepiechart.pdf 11 www.homeinnovation.com/trends_and_reports/data/new_construction Home Innovation Research Labs October 2017 Estimated Costs of the 2018 IRC Code Changes 3 houses are summarized in Table 4. According to the BPS, 44% of new homes are cooled with a central air conditioner. These results influenced the selection of a gas furnace with central (electric) air conditioner as the HVAC system in each of the reference houses. Table 4. Typical HVAC Systems Supplied with New Houses Feature % of Stock Furnace or Boiler, natural gas or propane 48% Central Air Conditioner, electric 44% Standard Heat Pump with Backup Heat 41% Geothermal Heat Pump 4% Electric furnace, baseboard, or radiant 4% Furnace or Boiler, oil 2% Reference House Features The statistics presented in the foregoing tables support reference house features that are detailed in Table 5. Table 5. Features of the Reference Houses Reference House 1 2 3 4 Square Feet 2,607 2,607 2,607 2,607 Foundation Slab Slab Basement Basement Number of Stories 1 2 1 2 Number of Bedrooms 3 4 3 4 Number of Bathrooms 2 2.5 2 3 Garage, attached 2-car 2-car 2-car 2-car Heat, Gas Furnace Yes Yes Yes Yes Cooling, (Electric) central air Yes Yes Yes Yes Hot Water, Gas 50 gallon tank Yes Yes Yes Yes 9 ft. Ceilings, 1st Yes Yes Yes Yes 8 ft. Ceilings, 2nd n/a n/a Yes Yes Energy Star appliances Yes Yes Yes Yes Laundry Room Yes - Mudroom Yes Yes - Mudroom Yes - Closet Walls, 2x4 (Climate Zones 1 & 2) Yes Yes n/a n/a Walls, 2x6 (Climate Zones 3 thru 8) n/a n/a Yes Yes Bsmt., Conditioned, Unfinished n/a n/a Yes Yes Furnace Location Attic Attic Basement Basement Water Heater Location Interior Garage Basement Basement Window SF/% gross wall 360/18% 315/12% 360/18% 330/12% Cladding Brick, 4 sides Brick, 4 sides Brick, 4 sides Stucco Roof Pitch 12/12 6/12 9/12 4/12 The furnace location has been designated as a platform in the attic for both slab reference houses, a practice that is common in Florida and Texas, where the weather is temperate year-round, and thus, the location is practical. A house built on a slab foundation in a cold climate zone would have the HVAC and water heating equipment located within conditioned space. October 2017 Home Innovation Research Labs 4 Estimated Costs of the 2018 IRC Code Changes RESULTS Estimated Cost of 2018 Code Compliance for Reference Houses by Location Table 6 summarizes the estimated cumulative impact of the 2018 code changes on the cost of constructing the reference houses. For the purpose of cost aggregation, it was assumed that reference houses were not built in coastal zones or subject to flooding. The aggregated costs are reported in ranges of “High” and “Low” impact based on the applicability of the changes to the features of the reference houses. These changes typically affect elements required or provided in the majority of houses constructed, or non-mandatory code provisions likely to be used by a builder. The results are grouped into four climate zone categories to accommodate the energy efficiency changes in this code edition. Table 7 summarizes the cost estimates of the code changes that do not apply to the selected reference houses and locations and are not included in the aggregated summary. These changes typically apply only in specific locations (e.g. hurricane-prone areas or flood zones), to items that would be an optional feature for most homes (e.g. decks), or to alternative methods of compliance. Those costs can be added to or subtracted from the aggregated costs in Table 6 as applicable to a particular location or a specific building. A detailed analysis of each individual code change is provided in Appendix A. Home Innovation Research Labs October 2017 Estimated Costs of the 2018 IRC Code Changes 5 Table 6. Estimated Cost to Consumer of 2018 Code Compliance Selected Cities Miami, Los Angeles Dallas, Seattle, New York Chicago Fairbanks Climate Zones 1 & 2 3 & 4 5 - 7 8 Reference Houses 1 & 2 1, 2, 3, & 4 3 & 4 3 & 4 Ref # Code Change 2018 IRC Chapter 2018 IRC Reference Cost Range ($) Notes High Low High Low High Low High Low R-8 (RB229) Support for headers: revises table for minimum number of king studs; now only requires 1 or 2 for low-wind urban and suburban conditions. Wall Construction R602.7.5 (493) (516) 0 (210) 0 (90) 0 (90) Houses with wall openings greater than 3 feet. R-11 (RB303) Masonry veneer: adds new provisions for brick tie attachment over foam sheathing and direct to 7/16" sheathing. Wall Covering R703.8.4 N/R N/R N/R N/R 325 (73) 325 (73) Houses with brick veneer and continuous insulation E-1 (RE31) Reduces the maximum window U-factor requirement in Climate Zones 3-8. Energy Efficiency Table N1102.1.2 N/A N/A 85 74 85 78 85 78 Houses in Climate Zones 3-8 E-6 (RE127) Lighting efficiency: increases the percent of permanently installed lighting fixtures that must contain high-efficacy lamps from 75% to 90%. Energy Efficiency N1104.1 8 8 8 8 8 8 8 8 Houses in all climate zones M-1 (RM36) Duct sealing: eliminates the requirement for sealing longitudinal seams of snap- lock and button-lock types of HVAC ducts located inside conditioned space Duct Systems M1601.4.1 0 (129) 0 (471) (348) (471) (348) (471) Houses with metal HVAC ducts located inside conditioned space Total to Consumer (485) (637) 93 (599) 70 (548) 70 (548) October 2017 Home Innovation Research Labs 6 Estimated Costs of the 2018 IRC Code Changes Table 7. Additional Costs to Consumer of 2018 Code Compliance Not Attributed to the Reference Houses Selected Cities Miami, Los Angeles Dallas, Seattle, New York Chicago Fairbanks Climate Zones 1 & 2 3 & 4 5 - 7 8 Reference Houses 1 & 2 1, 2, 3, & 4 3 & 4 3 & 4 Ref # Code Change 2018 IRC Chapter 2018 IRC Reference Cost Range ($) Notes High Low High Low High Low High Low R-1 (RB17) Seismic Design Categories: updates the seismic design maps in Section R301.2 to be consistent with those in the 2014 NEHRP Provisions and ASCE 7-16. Building Planning, Seismic Design Category R301.2.2.1 7,111 2,446 7,111 2,446 7,111 2,446 7,111 2,446 Applicable where the revised map triggers a change in the assigned SDC R-2 (RB160) Flood-Resistant Construction: adds new requirements for exterior slabs (e.g. parking pads, sidewalks) based on ASCE 24. Building Planning, Flood- Resistant Construction R322.3.4 2,092 (1,084) 2,092 (1,084) 2,092 (1,084) 2,092 (1,084) Applicable in coastal high- hazard areas (Zone V) and Coastal A Zones. R-3 (RB161) Flood-Resistant Construction: adds new provisions requiring stairways and ramps to be flood resistant, breakaway or be able to be raised. Building Planning, Flood- Resistant Construction R322.3.6 11,107 (823) 11,107 (823) 11,107 (823) 11,107 (823) Applicable in coastal high- hazard areas (Zone V) and Coastal A Zones. R-4 (RB200) Decks: reorganizes deck beam requirements and adds minimum spans for single ply beams. Floors, Exterior Decks R507 0 (101) 0 (101) 0 (101) 0 (101) Applicable if a deck is installed R-5 (RB207) Decks: adds minimum footing size table for decks and pointer to frost depth requirements. Floors, Exterior Decks R507.3 127 (72) 127 (72) 127 (72) 127 (72) Applicable if a deck is installed R-6 (RB212) Decks: relocates deck post section and adds 8x8 posts to the table. Clarifies maximum height for 4x4 posts. Exterior Decks R507.4 199 0 199 0 199 0 199 0 Applicable if a deck is installed R-7 (RB218) Stud Size, Height & Spacing: adds new table for 11' and 12' tall load-bearing studs. Wall Construction R602.3.1 (462) (998) (462) (998) (435) (971) (435) (971) Applicable for bearing walls exceeding 10' tall but not exceeding 12' tall. Home Innovation Research Labs October 2017 Estimated Costs of the 2018 IRC Code Changes 7 Selected Cities Miami, Los Angeles Dallas, Seattle, New York Chicago Fairbanks Climate Zones 1 & 2 3 & 4 5 - 7 8 Reference Houses 1 & 2 1, 2, 3, & 4 3 & 4 3 & 4 Ref # Code Change 2018 IRC Chapter 2018 IRC Reference Cost Range ($) Notes High Low High Low High Low High Low R-9 (RB276) Vapor Retarders: adds polypropylene siding to list of vented cladding products. Wall Covering R702.7.3 N/A N/A (119) (381) (119) (381) (119) (381) Applicable in CZ 4C (Marine) and 5 through 8 R-10 (RB284) Water-Resistive Barriers: deletes exception for detached accessory buildings. Wall Covering R703.2 271 51 271 51 271 51 271 51 Applicable for detached accessory buildings R-11 (RB303) Masonry Veneer: adds new provisions for brick tie attachment over foam sheathing and direct to 7/16" sheathing. Wall Covering R703.8 325 (73) 325 (73) 325 (73) 325 (73) Houses with brick veneer and continuous insulation R-12 (RB327) Unvented Attics: adds new option for constructing an unvented attic with air- permeable insulation if vapor diffusion ports and minimum air flow is provided. Roof-Ceiling Construction R806.5 (1,583) (9,185) (1,583) (9,185) N/A N/A N/A N/A Houses with unvented attics in CZ 1-3 E-2 (RE99, RE110) Introduces criteria to allow buried or partially buried ducts and to model buried ducts as R-25. Energy Efficiency N1103.3.6 2,057 (731) 2,057 (731) N/A N/A N/A N/A Optional method for houses with HVAC ducts in vented attics E-3 (RE100) Introduces criteria to allow buried ducts to be performance modeled as if inside conditioned space. Energy Efficiency N1103.3.6 2,866 (4,064) 2,866 (4,064) N/A N/A N/A N/A Optional method for houses with HVAC ducts in vented attics E-4 (RE121) Introduces minimum fan efficacy for HRVs and ERVs. Energy Efficiency N1103.6.1 0 (857) 0 (857) 0 (857) 0 (857) Applicable where an HRV/ERV is installed E-5 (RE173) Increases ERI values approximately 10%; also adds a backstop for homes complying with the ERI using on-site generation. Energy Efficiency N1106.4 This code change is expected to decrease costs for builders who are using the optional ERI path for code compliance. This report does not identify individual measures or quantify their cost savings. A general discussion is offered for context in the appendix. Applicable in all climate zones Home Innovation Research Labs October 2017 Estimated Costs of the 2018 IRC Code Changes A-1 APPENDIX A: DESCRIPTION AND COST IMPACT OF 2018 IRC CODE CHANGES R-1 (RB17) IRC R301.2 Climatic and geographic design criteria, Fig. R301.2(2), Fig. R301.2(3), R301.2.2.1.1, R301.2.2.1.2 Summary of Code Change: The code change updates the seismic design maps to be consistent with those in the 2014 NEHRP Recommended Seismic Provisions and ASCE 7-16 Minimum Design Loads for Buildings and Other Structures. This code change proposal revises the seismic design category map. The revised map represents an update of the previous map based on a new analysis of earthquake faults conducted by the USGS and increases to the site amplification factors for stiff soils and soft rock. For some jurisdictions located at the boundaries between the adjacent seismic design categories, the result is shifting to a higher seismic design category (see Table R-1-A). It is also noted that in some areas the change results in a downgrade of the seismic design hazard and lowering of assigned seismic design category. Table R-1-A. Summary of Changes to a Higher Seismic Design Category SDC Change Where impacted? Impact A → B Multiple locations of limited geographical area around the country in non-seismic areas. No impact on construction. B → C A few locations around the country with low-to-moderate seismicity with rural or mountainous areas in Colorado, Wyoming, and Utah the primary areas impacted. Some areas in Oklahoma, New England (particularly New Hampshire) and around the New Madrid Seismic Zone are also impacted. Limited impact on townhouse construction in SDC C. B → D0 Isolated areas in rural Colorado and Utah. Substantial impact on bracing provisions. C → D0, D1, D2 Isolated areas around the country including eastern Tennessee, Arkansas, Oklahoma, and Utah. Substantial impact on bracing provisions. D0, D1, D2 → E Areas in California, coastal Oregon, and coastal Washington, and near Charleston South Carolina (all primarily D2 → E). Engineered design is required. Cost Implication of Code Change: The cost impact of transitioning from seismic design category C to seismic design categories D0 and D2 is evaluated for a one-story and a two-story reference home based on a structural analysis report for those two homes12. The results are summarized in Tables R-1-B through R-1-E. In addition, several structural engineering firms from different regions of the country were contacted for estimates of their engineering fees for wall bracing design. Engineering fees from the survey averaged $1,150 for an analysis, documentation, and drawings based on the reference homes ($1,367 to consumer). The cost of 12 Jay H. Crandell, P.E., Code Comparative Bracing Analysis for Two Representative House Plans, Rev. Sep 2015, ARES Consulting, as reported in Estimated Costs of the 2012 IRC Code Changes, Appendix H: ARES Consulting Bracing Report, Home Innovation Research Labs, Oct 2015. http://www.homeinnovation.com/~/media/Files/Reports/2012-IRC-Cost-Analysis.pdf October 2017 Home Innovation Research Labs A-2 Estimated Costs of the 2018 IRC Code Changes engineered lateral design for the entire house is reported for cases where the prescriptive design is not permitted (transition from SDC D to SDC E). The cost of construction is not included in this scenario. Given a broad range of design tools available to engineers, it is possible that the use of engineering design will allow for optimized solutions for the building that do not result in construction cost increases relative to generic prescriptive options. However, other engineers, particularly those not familiar with residential construction, may make conservative simplifications or assumptions, in which case an engineered design may result in additional construction cost increases. Several geotechnical engineering firms from different regions of the country were contacted for estimates of their fee to conduct a study to determine soil type and seismic design category. Engineering fees ranged from $950 to $2,200 for a soil test and report. One firm in California quoted $500 for a report without a field study based on using their map library and the seismic hazard maps published by the State of California and various cities and counties. They indicated that in some cases local jurisdictions accept this type of analysis for assigning seismic design categories. The additional cost of a geotechnical report can be offset by the savings in construction costs in the case where the report showed a downgrade in seismic design category. Table R-1-B. Change in Wall Bracing and Foundation Costs for Reference House 1 – One-story (SDC C to SDC D0) BWL # Component Unit w/O&P Qty Cost A Engineering Fee HR 150.00 1 150.00 A Galvanized Plate Washers EA 3.60 16 57.60 B Engineering Fee HR 150.00 1 150.00 B Gypsum board fastened 7" oc SF 0.30 144 43.20 B Galvanized Plate Washers EA 3.60 8 28.80 B Thickened Slab at Interior Braced Wall Panels LF 9.70 16 155.20 C Galvanized Plate Washers EA 3.60 13 46.80 1 Galvanized Plate Washers EA 3.60 8 28.80 2 Gypsum board fastened 7" oc edge/field SF 0.30 108 32.40 2 Galvanized Plate Washers EA 3.60 6 21.60 2 Thickened Slab LF 9.90 12 118.80 3 Gypsum board fastened 7" oc edge/field SF 0.30 108 32.40 3 Galvanized Plate Washers EA 3.60 6 21.60 3 Thickened Slab LF 9.90 12 118.80 4 Gypsum board fastened 7" oc edge/field SF 0.30 108 32.40 4 Galvanized Plate Washers EA 3.60 6 21.60 4 Thickened Slab LF 9.90 12 118.80 5 CS-PF Panels EA 20.40 2 40.80 5 Galvanized Plate Washers EA 3.60 6 21.60 All Ext Vertical cold joint dowels at 48" oc LF 0.49 256 125.44 All Ext Horizontal footing reinforcement LF 1.52 256 389.12 Attach BWP to roof framing, est. 300.00 Total to Builder 2,055.76 Total to Consumer 2,446.35 Home Innovation Research Labs October 2017 Estimated Costs of the 2018 IRC Code Changes A-3 Table R-1-C. Change in Wall Bracing and Foundation Costs for Reference House 1 – One-story (SDC C to SDC D2) BWL # Component Unit w/O&P Qty Cost A Engineering Fee HR 150.00 1 150.00 A Galvanized Plate Washers EA 3.60 16 57.60 B Engineering Fee HR 150.00 1 150.00 B Gypsum board fastened 7" oc SF 0.30 342 102.60 B Galvanized Plate Washers EA 3.60 10 36.00 B Thickened Slab at Interior Braced Wall Panels LF 9.70 38 368.60 C Galvanized Plate Washers EA 3.60 13 46.80 1 Galvanized Plate Washers EA 3.60 8 28.80 2 Gypsum board fastened 7" oc edge/field SF 0.30 207 62.10 2 Galvanized Plate Washers EA 3.60 6 21.60 2 Thickened Slab LF 9.90 23 227.70 3 Gypsum board fastened 7" oc edge/field SF 0.30 242 72.60 3 Galvanized Plate Washers EA 3.60 8 28.80 3 Thickened Slab LF 9.90 27 267.30 4 Gypsum board fastened 7" oc edge/field SF 0.30 180 54.00 4 Galvanized Plate Washers EA 3.60 7 25.20 4 Thickened Slab LF 9.90 20 198.00 5 CS-PF Panels EA 20.40 2 40.80 5 Galvanized Plate Washers EA 3.60 6 21.60 All Ext Vertical cold joint dowels at 48" oc LF 0.49 256 125.44 All Ext Horizontal footing reinforcement LF 1.52 256 389.12 Attach BWP to roof framing, est. 400.00 Total to Builder 2,874.66 Total to Consumer 3,420.85 October 2017 Home Innovation Research Labs A-4 Estimated Costs of the 2018 IRC Code Changes Table R-1-D. Change in Wall Bracing and Foundation Costs for Reference House 4 – Two-story (SDC C to SDC D0) BWL # Component Unit w/O&P Qty Cost First story A Galvanized Plate Washers EA 3.60 8 28.80 B Gypsum board fastened at 7" oc edge SF 0.30 216 64.80 B Galvanized Plate Washers EA 3.60 4 14.40 B Blocking LF 5.00 12 60.00 B Gypsum board fastened 7" oc edge/field SF 0.30 144 43.20 C Hold-downs (9,000 lb) EA 130.00 2 260.00 C Engineering Fee HR 150.00 1 150.00 C Galvanized Plate Washers EA 3.60 8 28.80 1 Galvanized Plate Washers EA 3.60 4 14.40 2 Gypsum board fastened at 7" oc edge SF 0.30 228 68.40 2 Gypsum board fastened 7" oc edge/field SF 0.30 148 44.40 2 Galvanized Plate Washers EA 3.60 6 21.60 3 Galvanized Plate Washers EA 3.60 8 28.80 All Ext Vertical rebar in foundation wall @ 48" oc LF 1.54 188 289.52 All Ext Horizontal Footing Reinforcement LF 1.50 6 9.00 Second Story B Gypsum board fastened 7" oc edge/field SF 0.30 155 46.50 B Additional I-Joist for Support LF 3.60 42 151.20 1 Metal Straps EA 18.50 4 74.00 1 OSB Sheathing ceiling diaphragm SF 1.14 110 125.40 2 Gypsum board fastened 7" oc edge/field SF 0.30 128 300.00 2 Blocking LF 5.00 20 Attach BWP to roof framing, est. 340.00 Total to Builder 2,163.22 Total to Consumer 2,574.23 Home Innovation Research Labs October 2017 Estimated Costs of the 2018 IRC Code Changes A-5 Table R-1-E. Change in Wall Bracing and Foundation Costs for Reference House 4 – Two-story (SDC C to SDC D2) BWL # Component Unit w/O&P Qty Cost First story A Galvanized Plate Washers EA 3.60 8 28.80 B Gypsum board fastened at 7" oc edge SF 0.30 336 100.80 B Galvanized Plate Washers EA 3.60 4 14.40 B Blocking LF 5.00 15 75.00 B Gypsum board fastened 7" oc edge/field SF 0.30 (144) (43.20) C Hold-downs (9,000 lb) EA 130.00 2 260.00 C Engineering Fee HR 150.00 1 150.00 C Galvanized Plate Washers EA 3.60 8 28.80 1 Prefabricated shear wall panel EA 590.00 3 1770.00 1 CC-PF panels (SDS C) EA 21.00 (2) (42.00) 2 7/16 OSB SF 1.14 228 259.92 2 Gypsum board fastened 7" oc edge/field EA 0.30 (148) (44.40) 2 Galvanized Plate Washers EA 3.60 6 21.60 3 Prefabricated shear wall panel EA 590.00 3 1770.00 All Ext Vertical rebar in foundation wall @ 48" oc LF 1.54 188 289.52 All Ext Horizontal Footing Reinforcement LF 1.50 188 282.00 Second Story B Gypsum board fastened 7" oc edge/field SF 0.30 198 59.40 B Additional I-Joist for Support LF 3.60 42 151.20 1 Metal Straps EA 18.50 4 74.00 1 OSB Sheathing ceiling diaphragm SF 1.14 110 125.40 2 Gypsum board fastened 7" oc edge/field SF 0.30 280 84.00 2 Blocking LF 5.00 20 100.00 Attach BWP to roof framing, est. 460.00 Total to Builder 5,975.24 Total to Consumer 7,110.54 Applicability of Code Change: This code change is applicable to construction of new homes located in areas where the revised map triggers a change in the assigned SDC. The change is also applicable to those existing buildings undergoing a structural retrofit involving an upgrade of the lateral force resisting system and located in the same areas impacted by the change in the map. October 2017 Home Innovation Research Labs A-6 Estimated Costs of the 2018 IRC Code Changes R-2 (RB160) IRC R322.3.3 Foundations, R322.3.4 (new) Summary of Code Change: For coastal high-hazard areas (Zone V) and Coastal A Zones, the code change adds new requirements for exterior concrete slabs – used for parking, floors of enclosures, landings, walkways, patios, and similar uses – that are located beneath structures, or located such that if undermined or displaced during base flood conditions the foundations could sustain structural damage. The provisions are based on ASCE 24-14 Flood Resistant Design and Construction. Slabs must either be constructed to break up under flood conditions (structurally independent, frangible, no reinforcement, no turned down edges, no more than 4 in. thick) or designed to resist flood loads, erosion, and scour. Cost Implication of Code Change: This code change is adapted from FEMA Technical Bulletin 5 (Free of Obstruction Requirements). The section of Technical Bulletin 5 that discusses frangible slabs shows two post-flood photos of a parking pad situated below an elevated building with a raised pile foundation, a common residential coastal construction practice. It recommends that the slab have contraction joints placed at 4-ft. squares to encourage failure. Reinforced slab Frangible slab Frangible Slab The first method of compliance can result in cost savings if a slab is unreinforced, is limited to a 4-in. thickness, and has the recommended control joints. The analysis is conducted on a 14 x 20 ft. parking slab. Table R-2-A shows the cost savings of this method. Home Innovation Research Labs October 2017 Estimated Costs of the 2018 IRC Code Changes A-7 Table R-2-A. Cost Savings to Replace Reinforced Slab Component Unit Material Labor Equip Total w/O&P Qty Cost ($) Concrete in place, grade 60 rebar, slab on grade, 3500 psi, 6" thick CY 137.00 32.50 0.31 169.81 206.00 (5.19) (1,068.15) Slab on grade, 3500 psi, not reinforced, 4" thick SF 1.58 0.68 0.01 2.27 2.85 280.00 798.00 Sawcut control joints in green concrete, 1" deep LF 0.04 0.28 0.08 0.40 0.57 116.00 66.12 Total to Builder (204.03) Total to Consumer (242.79) The exclusion of turned down edges on slabs indicates that this is somewhat common. If the slab above also had turned down edges, the savings are more substantial, as shown in Table R-2-B. Table R-2-B. Cost Savings to Replace Reinforced Slab with Turned Down Edges Component Unit Material Labor Equip Total w/O&P Qty Cost ($) Concrete in place, grade 60 rebar, slab on grade, 3500 psi, 6" thick CY 137.00 32.50 0.31 169.81 206.00 (5.19) (1,068.15) Thickened slab edge, 3500 psi, 8" deep bottom, 8" wide bottom, reinforced LF 6.05 2.33 0.02 8.30 10.40 (68.00) (707.20) Slab on grade, 3500 psi, not reinforced, 4" thick SF 1.58 0.68 0.01 2.27 2.85 280.00 798.00 Sawcut control joints in green concrete, 1" deep LF 0.04 0.28 0.08 0.40 0.57 116.00 66.12 Total to Builder (911.23) Total to Consumer (1,084.36) Flood Resistant Slab The second option for compliance (self-supporting, capable of remaining intact under base load conditions) would require an engineered design to resist the flood loads. For the pad above, a structural engineer in Jacksonville, FL indicated that he would specify a turned down slab edge to 12 in. below grade, a plastic membrane below the slab to help with drying, and compacting of the soil. For the original 6 in. parking pad above, this would result in new costs, shown in Table R-2-C. October 2017 Home Innovation Research Labs A-8 Estimated Costs of the 2018 IRC Code Changes Table R-2-C. Additional Costs for Engineered Slab Component Unit Total w/ O&P Qty Cost ($) Thickened slab edge, 12" deep bottom, 12" wide bottom, reinforced LF 17.9 68 1,217.20 4 mil poly below the slab SF 0.17 280 47.60 Gravel fill under slab, compacted, 4" deep SF 0.69 280 193.20 Engineer's fee HR 150 2 300.00 Total to Builder 1,758.00 Total to Consumer 2,092.02 Applicability of Code Change: This code change is applicable in coastal high-hazard areas (Zone V) and Coastal A Zones. Home Innovation Research Labs October 2017 Estimated Costs of the 2018 IRC Code Changes A-9 R-3 (RB161) IRC R322.3.6 Stairways and ramps (new) Summary of Code Change: The code change adds a new provision for homes in coastal high-hazard areas (Zone V) and Coastal A Zones requiring stairways and ramps to be flood resistant, breakaway, or able to be raised. Cost Implication of Code Change: For an elevated home in a Zone V or Coastal A Zone, the simplest way to comply with this new requirement is to build an open-riser stair. This extends the run of the stair as the risers can only be 4-in. high. Table R-3-A shows the cost of building a closed-riser stair. Table R-3-B shows the cost impact building an open-riser stair compared to the closed-riser stair. Table R-3-A. Cost of Building 8 ft. Tall Staircase with Closed 7.5 in. Riser Component Unit Material Labor Equip Total w/O&P Qty Cost ($) 13 treads, oak, 1.25"x10"x3' EA 29.50 8.75 0.00 38.25 47.00 13.00 611.00 Risers, 3/4" thick, oak EA 13.00 3.50 0.00 16.50 20.00 14.00 280.00 34" oak balusters EA 8.95 4.66 0.00 13.61 17.65 26.00 458.90 Handrails, oak, average LF 13.50 2.91 0.00 16.41 19.70 13.46 265.16 Stringers, 2x10, 3 each LF 1.38 4.30 0.00 5.68 8.70 40.38 351.31 Total to Builder 1,966.37 Table R-3-B. Cost Increase to Build 8 ft. Tall Stairway with Open 4 in. Riser Component Unit Material Labor Equip Total w/O&P Qty Cost ($) Staircase, closed 7.5" risers See Table above (1.00) (1,966.37) 24 treads, oak, 1.25"x10"x3' EA 29.50 8.75 0.00 38.25 47.00 24.00 1,128.00 34" oak balusters EA 8.95 4.66 0.00 13.61 17.65 48.00 847.20 Handrails, oak, average LF 13.50 2.91 0.00 16.41 19.70 21.54 424.34 Stringers, 2x10, 3 each LF 1.38 4.30 0.00 5.68 8.70 64.62 562.19 Total to Builder 995.36 Total to Consumer 1,184.48 The code does not specify what constitutes an “open riser.” The analysis above assumes the riser is 100% fully open. It may be possible to construct a stair with partially-open risers that allow floodwaters to flow through and around the stair, but do not allow a 4-in. diameter sphere to pass, in which case 7.5 in. risers could be used and there would be no additional cost. The code applies to all stairways below the lowest floor elevation for homes built in V Zones and Coastal A Zones. In addition to exterior stairs leading to the front door, they can also have stairs that access an enclosed garage below the first floor. In those cases, the builder may choose to simply install a retractable stairway. Table R-3-C shows the cost savings to install a heavy-duty wood retractable stair (e.g., https://www.youtube.com/watch?v=8QlEnVhoq4M) compared to building the closed-riser stair. Table R-3-D shows the cost increase to install an electric, automatic, aluminum retractable stair (e.g., https://www.youtube.com/watch?v=qn2j38po0yg) compared to building the closed-riser stair. October 2017 Home Innovation Research Labs A-10 Estimated Costs of the 2018 IRC Code Changes Table R-3-C. Cost of Retractable Stairs – Option 1 Component Unit Material Labor Equip Total w/O&P Qty Cost ($) Staircase, closed 7.5" risers See Table R-3-A (1.00) (1,966.37) Disappearing stairway, heavy duty EA 1,025.00 93.00 1,118.00 1,275.00 1.00 1,275.00 Total to Builder (691.37) Total to Consumer (822.73) Table R-3-D. Cost of Retractable Stairs – Option 2 Component Unit Material Labor Equip Total w/O&P Qty Cost ($) Staircase, closed 7.5" risers See Table R-3-A (1.00) (1,966.37) Disappearing stairway, aluminum, automatic electric EA 9,450.00 560.00 10,010.00 11,300.0 0 1.00 11,300.00 Total to Builder 9,333.63 Total to Consumer 11,107.02 Applicability of Code Change: This code change is applicable in coastal high-hazard areas (Zone V) and Coastal A Zones. Home Innovation Research Labs October 2017 Estimated Costs of the 2018 IRC Code Changes A-11 R-4 (RB200) IRC R507 Exterior decks, R507.5.1(2) (new), R507.6, R507.7, R507.7.1 Summary of Code Change: The code change reorganizes deck beam requirements and adds minimum spans for single-ply beams. Cost Implication of the Code Change: There may be a cost savings for a stair landing serving a deck or porch or a porch floor that will now be able to use single-ply beams. There may be additional cost savings where a single-ply beam permits the use of 4x4 posts instead of 4x6 posts. The cost analysis focuses on two example scenarios. Example 1: a freestanding 5'x5' landing 4' above grade, serving an elevated deck, may now use one 2x8 beam (at both ends, for a total of 10 LF) instead of two 2x8 beams. Further, the supporting posts may now be 4x4 instead of 4x6; there are four posts, each 10' long (4' above grade, 3' below grade, and 3' above the landing to support railing). Table R-4-A shows the associated cost savings. Example 2: a freestanding 10'x12' deck 4' above grade, may now use one 2x12 beam instead of two 2x8 beams (24 LF total). Further, the supporting posts may now be 4x4 instead of 4x6; there are six posts, each 6' long (4' above grade and 2' below grade). Table R-4-B shows the associated cost savings. Table R-4-A. Cost savings for example landing. Component Unit Material Labor Total w/O&P Qty Cost ($) Double 2x8 beam LF 2.17 0.97 3.14 4.02 (10) (40.20) Single 2x8 beam LF 1.09 0.87 1.96 2.66 10 26.60 4x6 post LF 2.06 2.03 4.09 5.65 (40) (226.00) 4x4 post LF 1.37 1.43 2.80 3.91 40 156.40 Total to builder (83.20) Total to Consumer (99.01) Table R-4-B. Cost savings for example deck. Component Unit Material Labor Total w/O&P Qty Cost ($) Double 2x8 beam LF 2.17 0.97 3.14 4.02 (24) (96.48) Double 2x10 beam LF 2.86 1.02 3.88 4.84 Single 2x10 beam LF 1.43 0.92 2.05 3.11 24 74.64 4x6 post LF 2.06 2.03 4.09 5.65 (36) (203.40) 4x4 post LF 1.37 1.43 2.80 3.91 36 140.76 Total to builder (84.48) Total to Consumer (100.53) Applicability of Code Change: This code change is applicable when a deck is constructed with the house, or when a deck is added later. October 2017 Home Innovation Research Labs A-12 Estimated Costs of the 2018 IRC Code Changes R-5 (RB207) IRC R507 Exterior Decks, R507.3 Footings (new), R507.3.1 (new), R507.3.2 (new), Table R507.3.1 (new) Summary of Code Change: The code change adds a new table with minimum footing sizes for decks and a pointer to frost depth requirements. The table allows footing selection based on soil bearing capacity (1500, 2000, 2500, >3000 PSF), live or ground snow loads (40, 50, 60, 70 PSF), and tributary area (20, 40, 60, 80, 100, 120, 140, 160 SF). Cost Implication of the Code Change: There may be a cost savings over the American Wood Council's DCA 6 “Prescriptive residential wood deck construction guide” footing sizes, which are based on 1500 PSF soil and an interior post. DCA 6 is not mandated by code, so there may be a cost increase where jurisdictions currently allow a smaller footing (e.g., a 12" diameter sonotube). The cost analysis compares footing requirements for an example deck for two soil bearing capacities (1500 and 3000 PSF) and two live/snow loads (40 and 60 PSF). The example deck is assumed to be freestanding, 20' x 14' (280 SF), supported by six posts with tributary areas of 70 SF for the two interior posts and 35 SF for the four corner posts. Table R-5-A shows the cost to provide and place a cubic foot of concrete; the table includes the labor cost to excavate the footing by hand (it is assumed that a backhoe digs the hole to the top of the footing and this backhoe cost is constant for all footings). Table R-5-B shows the cost savings for the example deck, using a square footing for the 40 PSF design load and a round footing for the 60 PSF design load. The cost analysis also compares footing requirements for the same example deck to the case where the jurisdiction previously allowed a 12" diameter, 6" thick footer for all posts. Table R-5-C shows the cost increase for the example deck using a square footing for the 40 PSF design load and a round footing for the 60 PSF design load, both for 1500 PSF soil bearing capacity (worst case for increased costs). Table R-5-A. Cost of concrete ($/CF) Component Unit Material Labor Equip Total w/O&P Concrete, hand mix CF 3.96 1.58 1.22 6.76 8.35 Place concrete CF 0.70 0.08 0.78 1.26 Excavate footing CF 0.99 0.99 1.65 Total CF 11.26 Home Innovation Research Labs October 2017 Estimated Costs of the 2018 IRC Code Changes A-13 Table R-5-B. Cost savings for example deck for two live/snow load scenarios Design Conditions Minimum footing size (in.) Cost/footing Deck: 40 PSF load Deck: 60 PSF load Load (PSF) Soil (PSF) Tributary Area (SF) Square Diameter Thickness CF Cost Qty Cost Qty Cost 40 3000 35 12 6 0.50 5.63 4 22.52 70 14 6 0.68 7.66 2 15.33 40 1500 35 14 6 0.68 7.66 (4) (30.65) 70 20 7 1.62 18.25 (2) (36.49) 60 3000 35 14 6 0.53 6.02 4 24.06 70 19 6 0.98 11.08 2 22.16 60 1500 35 19 6 0.98 11.08 (4) (44.32) 70 26 9 2.76 31.12 (2) (62.24) Total to builder (29.30) (60.34) Total to consumer (34.86) (71.80) Table R-5-C. Cost increase for example deck for two live/snow load scenarios Design Conditions Minimum footing size (in.) Cost/footing Deck: 40 PSF load Deck: 60 PSF load Load (PSF) Soil (PSF) Tributary Area (SF) Square Diameter Thickness CF Cost Qty Cost Qty Cost 40 1500 35 14 6 0.68 7.66 4 30.65 70 20 7 1.62 18.25 2 36.49 12 6 0.39 4.42 (6) (26.52) 60 1500 35 19 6 0.98 11.08 4 44.32 70 26 9 2.76 31.12 2 62.24 12 6 0.39 4.42 (6) (26.52) Total to builder 40.63 106.56 Total to consumer 48.34 126.81 Applicability of Code Change: This code change is applicable when a deck is constructed with the house, or when a deck is added later. October 2017 Home Innovation Research Labs A-14 Estimated Costs of the 2018 IRC Code Changes R-6 (RB212) IRC R507 Exterior Decks, R507.4 Deck posts Summary of Code Change: The code change relocates the deck post section, clarifies the maximum height for 4x4 posts, and adds 8x8 posts to the table. Cost Implication of Code Change: There may not be a cost impact for most applications. There may be a cost increase for a 3-ply beam on a post cap with a 4x4 post where the deck post height exceeds 6'-9 but does not exceed 8'. In this case a 4x6 post is now required. Table R-6 shows the cost impact for two example scenarios where 4x6 posts are now required instead of 4x4 posts: 1) an example freestanding deck, 20'x8', 8' high, with six posts 10' long each (8' above grade, 2' below grade); and 2) an example freestanding deck, 20'x14', 8' high, with eight posts 12' long each (8' above grade, 4' below grade). Table R-6. Estimated cost increase for example deck with post height above 6’-9” up to 8’. Unit cost of posts ($/LF) Example Deck 1 Example Deck 2 Component Unit Material Labor Total w/O&P Qty Cost Qty Cost 4x6 post LF 2.06 2.03 4.09 5.65 60 339.00 96.00 542.40 4x4 post LF 1.37 1.43 2.80 3.91 (60) (234.60) (96.00) (375.36) Total to Builder 104.40 167.04 Total to Consumer 124.24 198.78 Applicability of Code Change: This code change is applicable when a deck is constructed with the house, or when a deck is added later. Home Innovation Research Labs October 2017 Estimated Costs of the 2018 IRC Code Changes A-15 R-7 (RB218) IRC R602.3.1 Stud size, height, and spacing, Table 602.3(6) (new) Summary of Code Change: The code change adds a new table for 11' and 12' tall studs in load-bearing walls. The table allows selection of stud size (2x4 and 2x6) based on stud spacing (12", 16", 24"), ultimate design wind speeds (115, 130, 140 MPH), and maximum roof/floor span (12', 24'). The table is applicable where the building is located in Exposure B, the live roof load does not exceed 20 PSF, the ground snow load does not exceed 30 PSF, and studs and plates are #2 grade lumber or better. Cost Implication of Code Change: There may be a cost savings where standard studs can be used in lieu of “tall stud” options, such as laminated strand lumber (LSL) studs, for bearing stud walls exceeding 10’ but not exceeding 12' (e.g., walls of step-down garages, tall foyers or great rooms or portions of such rooms). Further, there may be a cost savings where engineering analysis is not required for such walls. The cost analysis focuses on an example room, 24' x 24', with walls 12' tall, attached to the side of a house (so 48 LF of bearing wall). For this analysis, labor for a wall with standard studs is assumed to be the same as a wall with LSL studs. Table R-7-A shows the cost of studs. Table R-7-B shows the cost savings of building this room using 2x4 studs instead of 2x4 LSL studs, all 12" oc. The analysis is based on 1.25 stud/LF wall to account for typical framing requirements for 12" oc construction (per RSMeans Assemblies section). Table R-7-C shows the cost savings of building the example room using 2x6 studs instead of 2x6 LSL studs, all 24 oc. The analysis is based on 0.75 stud/LF wall for 24" oc construction (per RSMeans Assemblies section). Table R-7-D shows the estimated cost savings of not requiring engineering analysis for the example room. Table R-7-A. Estimated cost of studs. Component Unit Material w/O&P Qty Cost 2x4 stud, 12' tall LF 0.41 0.45 12 5.41 2x6 stud, 12' tall LF 0.63 0.69 12 8.32 2x4 LSL, 12' tall LF 0.90 0.99 12 11.88 2x6 LSL, 12' tall LF 1.40 1.54 12 18.48 Table R-7-B. Estimated savings for an example room with 2x4 walls 12’ tall. Component Unit $/stud $/LF wall Qty Cost 12' tall wall, 2x4 studs 12 oc LF 5.41 6.76 48 324.60 12' tall wall, 2x4 LSL 12 oc LF 11.88 14.85 (48) (712.80) Total to Builder (388.20) Total to Consumer (461.96) October 2017 Home Innovation Research Labs A-16 Estimated Costs of the 2018 IRC Code Changes Table R-7-C. Estimated savings for an example room with 2x6 walls 12’ tall. Component Unit $/stud $/LF wall Qty Cost 12' tall wall, 2x6 studs 24 oc LF 8.32 6.24 48 299.52 12' tall wall, 2x6 LSL 24 oc LF 18.48 13.86 (48) (665.28) Total to Builder (365.76) Total to Consumer (435.25) Table R-7-D. Estimated savings for a tall wall not requiring engineering analysis. Component Unit Material w/O&P Qty Cost Engineering analysis HR 150.00 (3) (450.00) Total to Builder (450.00) Total to Consumer (535.50) Applicability of the Code Change: This code change is applicable for homes with walls or portions of walls over 10 feet in height but not exceeding 12 feet in height. Home Innovation Research Labs October 2017 Estimated Costs of the 2018 IRC Code Changes A-17 R-8 (RB229) IRC R602.7.5 Supports for headers Summary of Code Change: The code change revises the table for minimum number of king studs (full height studs at each end of headers in exterior walls). The revised table adds two ultimate design wind speed and exposure categories (<140 mph Exposure B or <130 mph Exposure C; ≤115 mph Exposure B), deletes the maximum stud spacing requirements, and revises the maximum header spans (4' to 18' in 2' increments). Cost Implication of Code Change: There may be a cost savings where fewer king studs are required. The cost analysis focuses on the four Reference Houses in Climate Zones 1-2 (2x4 studs) and Climate Zones 3-8 (2x6 studs). Each of the four Reference Houses have different opening widths and opening quantities. Table R-8-A shows the reduced number of king studs required based on a 115 MPH urban or dense suburban location. Table R-8-B shows the number and size of openings for the Reference Houses. The change in number of king studs for each reference house is shown for 2x4 walls in Table R-8-C and for 2x6 walls in Table R-8-D. Table R-8-E shows the installed cost per king stud for 2x4 and 2x6 construction. The associated cost savings for each Reference House by climate is summarized in Table R-8-F. Table R-8-A. Reduced number of king studs required. Header Span (ft.) # King Studs (each side of opening) 2015 IRC 2018 IRC Change* 16 oc 24 oc ≤115/B* 16 oc 24 oc 3 1 1 0 0 4 2 1 1 (1) 0 6 1 (2) (1) 8 3 2 1 (2) (1) 10 2 (3) (1) 12 5 3 2 (3) (1) 14 2 (4) (2) 16 6 4 2 (4) (2) 18 2 (4) (2) *Based on ≤115 mph wind speed and Exposure B October 2017 Home Innovation Research Labs A-18 Estimated Costs of the 2018 IRC Code Changes Table R-8-B. Number of openings for the Reference Houses. Reference Houses - # openings Header Span (ft) Reference House 1 2 3 4 3 0 2 9 19 4 4 10 4 4 8 3 4 3 0 12 4 1 0 0 Table R-8-C. Change in number of 2x4 king studs for the Reference Houses. Reference Houses - Change in # 2x4 king studs Header Span (ft) Reference House 1 2 3 4 3 0 0 0 0 4 (8) (20) (8) (8) 8 (12) (16) (12) 0 12 (24) (6) 0 0 Total (44) (42) (20) (8) Table R-8-D. Change in number of 2x6 king studs for the Reference Houses. Reference Houses - Change in # 2x6 king studs Header Span (ft) Reference House 1 2 3 4 3 0 0 0 0 4 0 0 0 0 8 (6) (8) (6) 0 12 (8) (2) 0 0 Total (14) (10) (6) 0 Table R-8-E. Installed cost per king stud. Installed cost per king stud Component Unit Material Labor Total w/O&P Qty Cost 2x4 stud LF 0.41 0.42 0.83 1.16 8.50 9.86 2x6 stud LF 0.63 0.47 1.10 1.48 8.50 12.58 Home Innovation Research Labs October 2017 Estimated Costs of the 2018 IRC Code Changes A-19 Table R-8-F. Cost Savings for the Reference Houses. Reference Houses – Summary of Cost Change ($) Climate Zone Cost Reference House 1 2 3 4 CZ 1-2 2x4 wall Total to Builder (434) (414) (197) (79) Total to Consumer (516) (493) (235) (94) CZ 3-8 2x6 wall Total to Builder (176) (126) (75) 0 Total to Consumer (210) (150) (90) 0 Applicability of Code Change: This code change is applicable to all houses with exterior wall openings wider than 3 feet. October 2017 Home Innovation Research Labs A-20 Estimated Costs of the 2018 IRC Code Changes R-9 (RB276) IRC R702.7.3 Minimum clear airspaces and vented openings for vented cladding Summary of Code Change: The code change adds polypropylene siding to the list of vented cladding products. Cost Implication of Code Change: For Climate Zones 4C and 5 through 8, there may be a cost savings to omit a Class I or Class II vapor retarder where a Class III vapor retarder is applied to the interior side of frame walls. The IRC considers interior latex or enamel paint to be a Class III vapor retarder (>1 and ≤10 perms), and two coats are assumed in this analysis to meet the requirement. The cost analysis focuses on two scenarios: 1) the cost savings of not installing a Class I vapor retarder (sheet polyethylene); and 2) the cost savings of installing unfaced fiberglass batts instead of a Class II vapor retarder (Kraft-faced fiberglass batts) in wall stud cavities. Table R-9-A and Table R-9-B show the cost savings of both scenarios for an assumed wall area of 2,000 SF (similar to the Reference Houses). Table R-9-A. Estimated cost savings to omit a Class I interior vapor retarder (sheet polyethylene) Component Unit Material Labor Total w/O&P Qty Cost ($) Sheet polyethylene, 4 mil SF 0.03 0.08 0.11 0.16 (2000) (320.00) Total to Builder (320.00) Total to Consumer (380.80) Table R-9-B. Estimated cost savings to omit Class II interior vapor retarder (Kraft -faced batts) 2x4 walls in CZ 4C & 5-8 Component Unit Material Labor Total w/O&P Qty Cost ($) R-13 Kraft-faced fiberglass batt SF 0.33 0.21 0.54 0.71 (2000) (1420.00) R-13 unfaced fiberglass batt SF 0.34 0.17 0.51 0.66 2000 1320.00 Total to Builder (100.00) Total to Consumer (119.00) 2x6 walls in CZ 4C & 5-8 Component Unit Material Labor Total w/O&P Qty Cost R-19 Kraft-faced fiberglass batt SF 0.45 0.21 0.66 0.85 (2000) (1700.00) R-19 unfaced fiberglass batt SF 0.4 0.21 0.61 0.79 2000 1580.00 Total to Builder (120.00) Total to Consumer (142.80) Applicability of Code Change: This code change is applicable in climate zones 4C (Marine) and 5 through 8. Home Innovation Research Labs October 2017 Estimated Costs of the 2018 IRC Code Changes A-21 R-10 (RB284) IR703.2 Water-resistive barrier Summary of Code Change The code change deletes the exception for detached accessory buildings to require a water-resistive barrier for all walls. Cost Implication of Code Change: There may be a cost increase depending on cladding type. Cladding manufacturers typically require installation in accordance with the IRC, but the 2015 IRC did not require a WRB for detached accessory buildings, so compliance represents an additional cost for claddings that require a WRB on a house, including vinyl siding and fiber cement lap siding. There is no additional cost for detached accessory buildings with face-sealed cladding. The cost analysis focuses on two common WRBs, building paper and house wrap, for two example detached accessory buildings: 1) 8' x 8' shed, 7' high; and 2) 24' x 24' garage, 8' high, with 6:12 gable roof and two 9' x 7' garage doors. Table R-10-A shows the cost impact for both example buildings using building paper for the WRB. Table R-10-B shows the cost impact for both example buildings using house wrap for the WRB. Table R-10-A. Estimated cost to install building paper WRB on example accessory buildings. WRB: Building paper Component cost Building 1 Building 2 Component Unit Material Labor Total w/O&P Qty Cost Qty Cost Asphalt felt paper #15 SF 0.05 0.08 0.13 0.19 224 42.56 786 149.34 Total to Builder 42.56 149.34 Total to Consumer 50.65 177.71 Table R-10-B. Estimated cost to install house wrap WRB on example accessory buildings. WRB: House wrap Component cost Building 1 Building 2 Component Unit Material Labor Total w/O&P Qty Cost Qty Cost House wrap, spun bonded polypropylene SF 0.15 0.07 0.22 0.29 224 64.96 786 227.94 Total to Builder 64.96 227.94 Total to Consumer 77.30 271.25 Applicability of Code Change: This code change is applicable for detached accessory structures (e.g. sheds, garages). October 2017 Home Innovation Research Labs A-22 Estimated Costs of the 2018 IRC Code Changes R-11 (RB303) IRC R703.8.4 Anchorage (masonry veneer), R703.8.4(2) (new) Summary of Code Change: The code change adds new provisions for brick tie attachment over foam sheathing, up to 2" thick, and directly to 7/16" sheathing. A new table shows minimum tie spacing (vertical/horizontal) by wind speed (110, 115, 130, and 140 mph) and Exposure Category (Exposure B, C, and D) using corrosion resistant ring shank nails (0.091" or 0.148" dia.) or screws (#6, 8, 10, or 14). The tie spacing is determined based on Zone 5 (wall edge zone) wind pressures. Cost Implication of Code Change: The code change may represent a cost increase due to 1) a more expensive fastener in all cases, and 2) the greater number of brick ties required where tighter spacing is required. The code change may also represent a labor cost savings due to not needing to locate studs through foam sheathing. For 2015, the minimum tie fastener was one corrosion resistant 8d common nail (Table R703.8.4) (0.131" dia.), and maximum tie spacing was 32" horizontally and 24" vertically with each tie supporting not more than 2.67 SF (R703.8.4.1) (typical spacing was 32"H/12"V or 16"H/24"V). The cost analysis focuses on three scenarios, all for an example 2,000 SF wall: 1. The additional cost using ring shank nails, 0.148" diameter, 3" long, for foam up to 2" thick, for an application with the same tie spacing requirements as prior (e.g., 24/16 spacing, for 115 mph wind, Zone 5, Exposure B), for a 2,000 SF wall. (Table R-11-A.) 2. The additional cost for the same scenario as above except with 16/16 spacing (e.g., 115 mph, Zone 5, Exposure C or D, or 130/140 mph, Zone 5, Exposure B). (Table R-11-C.) 3. The potential labor cost savings, estimated at 25%, to not locate the studs through the foam, for both spacing scenarios above. (Table R-11-B and Table R-11-D.) Table R-11-A. Additional cost of ring shank nails, same tie spacing Component Unit Material Labor Total w/O&P Nails/ LB Nails/ SF SF wall Qty Cost Common nail, galv., 0.131"D x 2.5"L LB 2.08 2.08 2.29 100 0.3745 2,000 (7.49) (17.14) Ring Shank nail, galv., 0.148"D x 3"L LB 3.13 3.13 3.44 66 0.3745 2,000 11.35 39.08 Total to Builder 21.94 Total to Consumer 26.11 Home Innovation Research Labs October 2017 Estimated Costs of the 2018 IRC Code Changes A-23 Table R-11-B. Potential labor savings to not locate studs, same tie spacing Component Unit Material Labor Total w/O&P Nails/ LB Nails/ SF SF wall Qty Cost Labor to install tie & nail C 26.50 44.52 Labor savings, est. 25% C 11.13 0.3745 2,000 (7.49) (83.37) Total to Builder (83.37) Total to Consumer (99.21) Table R-11-C. Additional cost of ring shank nails and tighter tie spacing. Component Unit Material Labor Total w/O&P Nails/ LB Nails/ SF SF wall Qty Cost Common nail, galv., 0.131"D x 2.5"L LB 2.08 2.08 2.29 100 0.3745 2,000 (7.49) (17.14) Ring Shank nail, galv., 0.148"D x 3"L LB 3.13 3.13 3.44 66 0.5625 2,000 17.05 58.69 Brick tie, galv., 22 ga, 7/8" x 7" C 15.35 26.50 41.85 61.50 0.3745 2,000 (7.49) (460.67) Brick tie, galv., 22 ga, 7/8" x 7" C 15.35 26.50 41.85 61.50 0.5625 2,000 11.25 691.88 Total to Builder 272.75 Total to Consumer 324.57 Table R-11-D. Potential labor savings, to not locate studs, for tighter tie spacing. Component Unit Material Labor Total w/O&P Nails/ LB Nails/ SF SF wall Qty Cost Labor to install tie & nail C 26.50 44.52 Labor savings, est. 25% C 11.13 0.5625 2,000 (11.25) (125.21) Total to Builder (125.21) Total to Consumer (149.00) Based on the results of this analysis, the range of costs depends on if labor savings accrue. Where no labor savings accrue, high cost is $325 and low cost is $26. Where labor savings always accrue, high cost is $176 ($325-$149) and low cost is -$73 ($26-$99). The maximum range is $325 high cost for greatest number of additional ties and nails but no labor savings assumed, and -$73 if only nail size changes and full labor savings are assumed. The tables are: optional in CZ1 and CZ2 as continuous insulation is not required; optional in CZ3 through CZ5 for 2x6 walls as continuous insulation is not required but required for 2x4 walls where R-5 continuous insulation is required; required for CZ6 through CZ8 where either R-5 or R-10 continuous insulation is required. Applicability of Code Change: This code change is applicable to houses with brick veneer. October 2017 Home Innovation Research Labs A-24 Estimated Costs of the 2018 IRC Code Changes R-12 (RB327) IRC R806.5 Unvented attic and unvented enclosed rafter assemblies. Summary of Code Change: The code change adds a new option for insulating an unvented attic using air-permeable insulation installed just below the roof deck (e.g., blown fiberglass in netting hung from the roof trusses/rafters, referred to as netted/blown) if vapor diffusion ports (i.e. a ridge vent covered with a vapor permeable membrane such as a strip of house wrap or vapor permeable roofing underlayment) are installed (≥ 1:600 ratio of vapor diffusion port area to ceiling area, vapor permeance rating of membrane ≥ 20 perms) and minimum air flow from the HVAC system is provided (≥ 50 CFM per 1,000 square feet of ceiling area). The code change is limited to Climate Zones 1, 2, and 3 and roof slopes ≥ 3:12. Cost Implication of Code Change: There may be a cost savings compared to unvented attics insulated using spray foam, a flash-and-batt method (thinner layer of spray foam applied at the interior side of the roof deck and covered with fiberglass batt insulation, referred to as flash/batt), or foam sheathing above the roof deck and fiberglass batts below. The cost analysis focuses on Reference Houses 1 and 2 in Climate Zone 2 or 3 (R-38 insulation prescriptively required). Table R-12-A shows the cost impact for Reference House 1, with an unvented attic, by comparing netted/blown fiberglass insulation, with vapor diffusion ports and HVAC supply branch, to closed-cell spray foam at the roof deck. Table R-12-B compares netted/blown fiberglass to a flash/batt approach for Reference House 1. Table R-12-C and Table R-12-D make the same comparisons for Reference House 2. For all tables, a component marked with an asterisk (*) indicates cost data is based on internet pricing (for vapor permeable roof membrane, membrane tape, and counter-flash tape over membrane tape) or estimated based on pricing provided by the product manufacturer (for netted/blown fiberglass). Table R-12-A. Estimated cost savings for Reference House 1: netted/blown fiberglass vs. spray foam Component Unit Material Labor Equip Total w/O&P Qty Cost Closed cell spray foam, R-38, 6" thk. SF 3.11 0.63 0.67 4.41 5.30 (4,100) (21,730.00) Netted/blown fiberglass, R-38* SF 3.00 4,100 12,300.00 Vapor permeable roof membrane* SF 1.05 1.05 1.16 153 177.48 Membrane tape* LF 0.64 0.97 2.33 102 237.66 Counter-flash tape over membrane tape* LF 0.09 0.97 1.72 102 175.44 Air sealing at eaves LF 0.35 0.97 1.32 2.01 460 924.60 HVAC supply flex duct LF 1.60 1.97 3.57 5.05 15 75.75 HVAC supply diffuser EA 76.50 22.00 98.50 121.00 1 121.00 Total to Builder (7,718.07) Total to Consumer (9,184.50) Home Innovation Research Labs October 2017 Estimated Costs of the 2018 IRC Code Changes A-25 Table R-12-B. Estimated cost savings for Reference House 1: netted/blown fiberglass vs. flash/batt method Component Unit Material Labor Equip Total w/O&P Qty Cost Closed cell spray foam, 3" thk., R-19.6 SF 1.55 0.32 0.34 2.21 2.64 (4,100) (10,824.00) Fiberglass batt, 6-1/4" thk., R-19 SF 0.40 0.56 0.96 1.38 (4,100) (5,658.00) Netted/blown fiberglass, R-38* SF 3.00 4,100 12,300.00 Vapor permeable roof membrane* SF 1.05 1.05 1.16 153 177.48 Membrane tape* LF 0.64 0.97 2.33 102 237.66 Counter-flash tape over membrane tape* LF 0.09 0.97 1.72 102 175.44 Air sealing at eaves LF 0.35 0.97 1.32 2.01 460 924.60 HVAC supply flex duct LF 1.60 1.97 3.57 5.05 15 75.75 HVAC supply diffuser EA 76.50 22.00 98.50 121.00 1 121.00 Total to Builder (2,470.07) Total to Consumer (2,939.38) Table R-12-C. Estimated cost savings for Reference House 2: netted/blown fiberglass vs. spray foam Component Unit Material Labor Equip Total w/O&P Qty Cost Closed cell spray foam, R-38, 6" thk. SF 3.11 0.63 0.67 4.41 5.30 (2,200) (11,660.00) Netted/blown fiberglass, R-38* SF 3.00 2,200 6,600.00 Vapor permeable roof membrane* SF 1.05 1.05 1.16 42 48.72 Membrane tape* LF 0.64 0.97 2.33 28 65.24 Counter-flash tape over membrane tape* LF 0.09 0.97 1.72 28 48.16 Air sealing at eaves LF 0.35 0.97 1.32 2.01 276 554.76 HVAC supply flex duct LF 1.60 1.97 3.57 5.05 15 75.75 HVAC supply diffuser Ea. 76.50 22.00 98.50 121.00 1 121.00 Total to Builder (4,146.37) Total to Consumer (4,934.18) Table R-12-D. Estimated cost savings for Reference House 2: netted/blown fiberglass vs. flash/batt method Component Unit Material Labor Equip Total w/O&P Qty Cost Closed cell spray foam, 3" thk., R-19.6 SF 1.55 0.32 0.34 2.21 2.64 (2,200) (5,808.00) Fiberglass batt, 6-1/4" thk., R-19 SF 0.40 0.56 0.96 1.38 (2,200) (3,036.00) Netted/blown fiberglass, R-38* SF 3.00 2,200 6,600.00 Vapor permeable roof membrane* SF 1.05 1.05 1.16 42 48.72 Membrane tape* LF 0.64 0.97 2.33 28 65.24 Counter-flash tape over membrane tape* LF 0.09 0.97 1.72 28 48.16 Air sealing at eaves LF 0.35 0.97 1.32 2.01 276 554.76 HVAC supply flex duct LF 1.60 1.97 3.57 5.05 15 75.75 HVAC supply diffuser Ea. 76.50 22.00 98.50 121.00 1 121.00 Total to Builder (1,330.37) Total to Consumer (1,583.14) Applicability of Code Change: This code change is applicable in Climate Zones 1-3. October 2017 Home Innovation Research Labs A-26 Estimated Costs of the 2018 IRC Code Changes E-1 (RE31) IECC Table R402.1.2 Insulation and fenestration requirements by component (IRC Table N1102.1.2), IECC Table R402.1.4 (IRC Table N1101.1.4) Summary of Code Change: The code change decreases the maximum window U-factor requirement in Climate Zones 3-8. For Climate Zones 3 and 4 except 4C, the maximum window U-factor decreases from 0.35 to 0.32. For Climate Zones 4C and 5-8, the maximum window U-factor decreases from 0.32 to 0.30. The maximum window U-factor did not change for Climate Zones 1 and 2, and SHGC values did not change for any climate zone. Cost Implication of Code Change: There may be a cost increase to comply with the code change depending on the window manufacturer and model. Some data (see below) indicates a cost increase to comply with the code change. The cost analysis is investigated using cost data collected from the U.S. Department of Energy13. Based on this data, an incremental cost of $0.18/SF window area is used for both sets of U-value improvements. Table E-1-A shows the estimated cost increases for the four Reference Houses (window areas are defined in Table 5). The Department of Energy and EPA Energy Star along with those involved in the development of energy codes have traditionally had problems developing a clear incremental cost for changes in window thermal performance. In this analysis, prices used to develop the incremental cost associated with the code changes are a best guess based on the available data. Table E-1-A. Estimated change in cost for windows using DOE data. Windows Reference House Incremental Cost 1 2 3 4 U-value improvement Unit Incremental Cost ($) w/O&P Qty Cost Qty Cost Qty Cost Qty Cost 0.35>0.32 and 0.32>0.30 SF 0.18 0.20 360 71 315 62 360 71 330 65 Total to Builder 71 62 71 65 Total to Consumer 85 74 85 78 Applicability of Code Change: This code change is applicable in Climate Zones 3-8. 13 Cost-Effectiveness of Improved Fenestration U-Factors: https://www.energycodes.gov/sites/default/files/documents/iecc2018_R-2_analysis_final.pdf Home Innovation Research Labs October 2017 Estimated Costs of the 2018 IRC Code Changes A-27 E-2 (RE99 and RE110) IECC R403.3 Ducts (IRC N1103.3) IECC R403.3.6 Ducts buried within ceiling insulation (new) (IRC N1103.3.6) IECC R403.3.6.1 Deeply buried ducts effective R-value (new) (IRC N1103.3.6.1) Summary of Code Change: This code change provides an optional construction method for houses with HVAC ducts installed in vented attics with the intent to improve energy performance. The code change provides the criteria to explicitly allow ducts buried, or partially buried, within ceiling insulation in vented attics (“buried ducts”) as an option in lieu of suspending them from the roof framing. The sum of the insulation above and below the duct is at least R-19 total, excluding the duct R-value; minimum required duct insulation is R-8 except in Climate Zones 1A, 2A, and 3A where the minimum required supply duct insulation is R-13. Additionally, the code change allows buried ducts to be modeled using an effective duct insulation value of R-25 where certain criteria are met: the duct is located directly on the ceiling or within 5.5 in. of the ceiling; the duct is surrounded with ceiling insulation of at least R-30; the duct is covered on top with at least 3.5 in. of ceiling insulation (approximately R-11 assuming a minimum R-value of R-3.2 per in.). Cost Implication of Code Change: Compared to conventional attic ducts, there may be a cost increase to install buried ducts (where R-13 supply ducts are required, and where additional ceiling insulation above the ducts is required), and concurrently there may be a cost savings to install buried ducts (labor and material savings for shorter duct runs installed at the ceiling plane instead of high in the attic). The analysis does not include a potential reduced cost associated with installing a lower capacity HVAC system. The cost analysis will focus on Reference Houses 1 and 2 in all climate zones. Reference Houses 1 and 2 were selected because those have ducts and air handlers in the attic (Reference Houses 3 and 4 have ducts and air handlers in the basement). The area of supply ducts is assumed to be 23% of conditioned floor area, and the area of return ducts is assumed to be 7% of conditioned floor area. These values are consistent with ACCA and ASHRAE standards. For the two-story house, 60% of the duct area is assumed to be in the attic (the second floor represents approximately 60% of the floor area of the house). For the one-story house, 100% of the duct area is assumed to be in the attic. In Climate Zones 1A-3A, R-13 duct insulation is required for supply ducts that are buried or partially buried. For this component, the cost analysis is based on R-5 (installed R-value, 2" thick) foil-faced duct wrap installed over R-8 supply ducts. (Ducts installed in attics are most commonly R-8 insulated flexible ducts; R-13 flexible ducts are not commercially available yet; R-13 duct wrap (foil-faced, non-perforated) installed over rectangular metal duct or un-insulated flexible duct is a viable approach but such duct construction is not as common for ducts in attics). Table E-2-A shows the cost impact to install buried ducts for Reference Houses 1 and 2 in all climate zones. For this prescriptive path, it is assumed that no additional ceiling insulation is required. Labor and material savings is estimated at 15%. October 2017 Home Innovation Research Labs A-28 Estimated Costs of the 2018 IRC Code Changes Table E-2-A. Estimated cost impact to install buried ducts (prescriptive path). Buried Ducts (prescriptive path) CZ: 1A, 2A, 3A CZ: all others Reference House Reference House Component Unit w/O&P 1 2 1 2 R-13 supply ducts (incremental cost) SF 3.32 1991 1194 0 0 Labor & material savings, est. 15% SF (1.02) (614) (368) (614) (368) Total to builder 1377 826 (614) (368) Total to consumer 1638 983 (731) (438) For modeling of buried ducts in accordance with the performance path, the cost analysis is based on the prescriptive requirements plus the additional ceiling insulation required above the supply and return ducts. The unit cost of this insulation is based on R-11 blown fiberglass with an adjustment factor of 0.75 to account for the estimated portion of duct area that requires coverage. Table E-2-B shows the cost impact to install buried ducts in accordance with the performance path for Reference Houses 1 and 2 in all climate zones. Table E-2-B. Estimated cost impact to install buried ducts (performance path). Buried Ducts (performance path) CZ: 1A, 2A, 3A CZ: all others Reference House Reference House Component Unit w/O&P 1 2 1 2 R-13 supply ducts (incremental cost) SF 3.32 1,991 1,194 0 0 Labor & material savings, est. 15% SF (1.02) (614) (368) (614) (368) Add ceiling insulation above ducts SF 0.45 352 211 352 211 Total to builder 1,729 1,038 (262) (157) Total to consumer 2,057 1,235 (312) (187) Applicability of Code Change: This code change is applicable in all climate zones. Home Innovation Research Labs October 2017 Estimated Costs of the 2018 IRC Code Changes A-29 E-3 (RE100) IECC R403.3 Ducts (IRC N1103.3) IECC R403.3.6 Ducts buried within ceiling insulation (new) (IRC N1103.3.6) IECC R403.3.7 Ducts located in conditioned space (new) (IRC N1103.3.7) Summary of Code Change: This code change provides an optional construction method for houses with HVAC ducts installed in vented attics. The code change provides the criteria to explicitly allow ducts buried, or partially buried, within ceiling insulation in vented attics (“buried ducts”). The sum of the insulation above and below the duct is at least R-19 total; minimum required duct insulation is R-8 except in Climate Zones 1A, 2A, and 3A where the minimum required supply duct insulation is R-13. Additionally, the code change provides the criteria to allow buried ducts to be modeled as being located inside conditioned space: the air handler is located inside conditioned space (not the attic); duct leakage is within prescribed limits (1.5 CFM25/100SFcfa, measured either by a rough-in stage test or post- construction stage total-system-leakage-to-outdoors test); the R-value of insulation above the duct is at least the proposed ceiling insulation R-value, used in the model, less the R-value of the duct insulation. Cost Implication of Code Change: There may be a cost increase to install buried ducts based on the additional criteria. There may be a net cost savings where buried ducts are installed in lieu of building an unvented attic or installing ducts inside conditioned space (i.e., below the ceiling plane within framed bulkheads). The cost analysis for the prescriptive component of this change is provided in section E-2. The cost analysis for the performance component of this change will focus on Reference Houses 1 and 2 in all climate zones (same as prescriptive component). The analysis does not include a potential reduced cost associated with installing a lower capacity HVAC system or a potential cost increase associated with a higher level of duct sealing. The analysis does include the cost to build a mechanical closet to house the air handler that is no longer in the attic; credit is taken for omitting pull-down stairs for attic access. The analysis also includes the additional ceiling insulation required above the ducts: minimum R-25 in Climate Zones 1A, 2A, and 3A (R-38 ceiling insulation less R-13 ducts; it is understood that this could be reduced in Climate Zone 1 that requires minimum R-30 ceiling insulation, but this was not calculated separately); minimum R-41 in Climate Zones 4-8 (R-49 ceiling insulation less R-8 ducts). Table E-3-A shows the cost impact to install buried ducts in accordance with the performance criteria for Reference Houses 1 and 2 in all climate zones. Note Climate Zones 2B and 3B are unique compared to Climate Zones 2A and 3A because R-13 supply ducts are not required. Table E-3-B shows the estimated cost savings to install buried ducts in accordance with the performance criteria compared to installing ducts within bulkheads constructed below the ceiling (i.e., in conditioned space). October 2017 Home Innovation Research Labs A-30 Estimated Costs of the 2018 IRC Code Changes Table E-3-A. Estimated cost to install buried ducts (performance path). Buried ducts (performance path) CZ: 1A, 2A, 3A CZ: 2B, 3B CZ: 4-8 Reference House Reference House Reference House Component Unit w/O&P 1 2 1 2 1 2 R-13 supply ducts (Table E-2-A) SF 3.32 1,991 1,194 0 0 0 0 Labor/material savings (Table E-2-A) SF (1.02) (614) (348) (614) (348) (614) (348) Ceiling insulation above ducts, CZ 1-3 SF 0.82 641 385 641 385 0 0 Ceiling insulation above ducts, CZ 4-8 SF 1.15 0 0 0 0 899 540 Mechanical closet EA 390 390 390 390 390 390 390 Total to builder 2,408 1,621 417 427 675 582 Total to consumer 2,866 1,929 496 508 803 693 Table E-3-B. Estimated cost savings for installing buried ducts vs. installing ducts within bulkheads below the ceiling. Buried ducts vs. ducts within bulkheads below ceiling CZ: 1A, 2A, 3A CZ: 2B, 3B CZ: 4-8 Reference House Reference House Reference House Component 1 2 1 2 1 2 Buried ducts (see Table above) 2,408 1,621 417 427 675 582 Building bulkheads to conceal ducts (3,832) (2,298) (3,832) (2,298) (3,832) (2,298) Total to builder (1,424) (677) (3,415) (1,871) (3,157) (1,716) Total to consumer (1,694) (806) (4,064) (2,227) (3,757) (2,042) Applicability of Code Change: This code change is applicable in all climate zones. Home Innovation Research Labs October 2017 Estimated Costs of the 2018 IRC Code Changes A-31 E-4 (RE121) IECC R403.6.1 Whole-house mechanical ventilation system fan efficacy (IRC N1103.6.1), IECC Table R403.6.1 (IRC Table N1103.6.1) Summary of Code Change: The code change introduces a minimum fan efficacy (1.2 CFM/Watt) for HRVs and ERVs. The minimum HRV/ERV efficacy is the same as required by ENERGY STAR Canada. Prior to the change, an HRV/ERV was generally classified as an in-line fan (minimum fan efficacy 2.8 CFM/Watt), so in effect the code change relaxed the minimum fan efficacy requirement for an HRV/ERV. Cost Implication of Code Change: Many HRV/ERV models already meet the new requirement, so no cost change is expected in many cases. The Home Ventilating Institute (HVI) publishes HRV/ERV performance and energy data14. A review of this database shows there is a wide selection of models that meet or exceed 1.2 CFM/Watt. Manufacturer product data is also available on manufacturer web sites. The fan efficacy is not a published number and may need to be interpolated based on product data. Further, different data points may provide different fan efficacy ratios. There may be a cost decrease in cases where a builder substitutes an HRV/ERV with a lower fan efficacy (less than 2.8 CFM/Watt but still greater than 1.2 CFM/Watt) as shown in Table E-4-A (note: the models shown are the lowest capacities for each model that meet the 2.8 or 1.2 CFM/Watt efficacy requirements). Table E-4-A. Example cost savings to meet fan efficacy requirement. Brand Style Model CFM range min/max Selected energy rating data at 32F Unit w/O&P CFM Watts CFM/W Broan HRV HRV200ECM 50/245 64 19 3.37 EA (1,870) Broan HRV HRV160 65/183 65 54 1.20 EA 1,150 Total to builder (720) Total to consumer (857) Applicability of Code Change: This code change is applicable where an HRV or ERV is provided to meet mechanical ventilation requirements. 14 Home Ventilating Institute (HVI), see HVI-Certified Products Directory, Section 3 Directory: https://www.hvi.org/proddirectory/ October 2017 Home Innovation Research Labs A-32 Estimated Costs of the 2018 IRC Code Changes E-5 (RE173) IECC Table R406.4 Maximum energy rating index (IRC Table N1106.4) Summary of Code Change: The code change increases the ERI values in all climates zones by approximately 10%. It also adds a backstop for houses complying with the ERI using on-site generation, so houses must still meet mandatory requirements and minimum insulation and fenestration requirements. Cost Implication of Code Change: The revised ERI target values correspond to a house that on average is about 5-15% more efficient compared to a house designed using the prescriptive path (using the ERI Index scale). The 2015 ERI target values correspond to a house that on average is about 10-20% more efficient. Therefore, this code change is expected to decrease costs for builders who are using the optional ERI path for code compliance. This report does not identify individual measures or quantify their cost savings. A general discussion is offered below for context. In a separate study15, Home Innovation reported the predicted HERS indices for over 300 typical house configurations simulated to meet the 2015 IECC minimum requirements and then simulated with high efficiency heating and cooling equipment. The summary of results for an average sized house (2,352 SF not including basement) is shown in Table E-5-A. The results of the study indicate that the 2018 ERI targets can be achieved in large part by upgrading the efficiency of the heating and cooling equipment in combination with using an enclosure that meets the prescriptive code requirements. Therefore, this code change enables builders to rely on practical energy efficient construction practices to achieve code compliance. Table E-5-A. Typical predicted HERS Indices for high efficiency heating and cooling equipment compared to 2015 IECC minimum requirements. Climate Zone HERS Index standard efficiency HERS Index high efficiency 2015 ERI Target 2018 ERI Target 1 72.7 64.0 52 57 2 71.1 59.7 52 57 3 67.0 58.0 51 57 4 70.4 61.6 54 62 5 71.1 62.2 55 61 6 66.5 59.6 54 61 7,8 63.9 57.7 53 58 In a follow-up study16, analysis of select zones and additional energy measures, including high efficiency lighting and appliances, balanced whole-house mechanical ventilation (ERV or HRV), and reduced 15 Equivalency Between IECC Prescriptive Path and IECC Energy Rating Index, Oct 2016. 16 Equivalency Between IECC Prescriptive Path and IECC Energy Rating Index: Alternative High Efficiency Appliances Scheme, Oct 2016 Home Innovation Research Labs October 2017 Estimated Costs of the 2018 IRC Code Changes A-33 infiltration (1.5 ACH), further indicates options for achieving the revised 2018 ERI targets if additional level of energy savings is needed. The incremental results of this analysis are summarized in Table E-5-B. Table E-5-B. Average predicted HERS Index improvement compared to standard efficiency house. Average predicted HERS Index improvement compared to standard efficiency house Climate Zone High eff. Lights & Appliances HRV or ERV 1.5 ACH50 1 5.2 1.0 0.6 4 3.7 3.7 2.0 7 2.7 4.7 4.0 Applicability of Code Change: This code change is applicable in all climate zones. October 2017 Home Innovation Research Labs A-34 Estimated Costs of the 2018 IRC Code Changes E-6 (RE127) IECC Section R404.1 Lighting Equipment (IRC Section N1104.1) Summary of Code Change: The code change increases the percent of permanently installed lighting fixtures that must contain high- efficacy lamps from 75% to 90%. Cost Implication of Code Change: The revised percent of fixtures that must contain high efficacy lamps will result in a slight cost increase. Incandescent and halogen bulbs will generally not meet the efficacy requirements in the IECC to qualify as a “high-efficacy lamp” (60 lumens per watt for greater than 40 watts) and, by definition, all CFL and LED lamps would be classified as high-efficacy. Based on surveys of big box retailers, the average cost of an incandescent 60-watt lamp is $0.97, the average cost of a 60-watt equivalent CFL lamp (13 -watt, 800 lumens) is $2.20, and the average cost of a 60-Watt equivalent LED lamp (10-Watt, 800 lumens) is $1.97. Assuming the average home requires 40 lamps for the permanently installed fixtures, this would require a net increase of 6 high-efficacy lamps per house. The resultant cost increase is shown in Table E-6-A. Table E-6-A. Cost increase for increased number of high efficacy lamps Component Unit Material Labor Total w/O&P Qty Cost ($) 60W incandescent lamp EA 0.97 0.97 1.07 (6) (6.40) 60W equivalent LED lamp EA 1.97 1.97 2.17 6 13.00 Total to Builder 6.60 Total to Consumer 7.85 Applicability of Code Change: This code change is a mandatory requirement that is applicable to all homes in all climate zones. Home Innovation Research Labs October 2017 Estimated Costs of the 2018 IRC Code Changes A-35 M-1 (RM36) IRC M1601.4.1 Joints, seams and connections (ducts). Summary of Code Change: The code change eliminates the requirement for sealing longitudinal seams of snap-lock and button-lock types of HVAC ducts located inside of conditioned space. Cost Implication of Code Change: The code change represents a cost savings where metal ducts with longitudinal seams are installed inside conditioned space. The cost analysis focuses on cost savings per linear foot of metal duct inside conditioned space for the reference houses. Consistent with the 2012 IRC cost study, the reference houses are assumed to have a main trunk serving each story. Ducts are assumed to be metal snap-lock when located within the first and second floor framing and insulated flexible duct in attics. Rectangular metal ducts are assumed to have two longitudinal seams, and round metal ducts are assumed to have one longitudinal seam. All ducts for Reference House 1 are assumed to be in the attic so there is no cost savings. For Reference House 2, 40% of the ducts are assumed to be inside conditioned space (the first floor is approximately 40% of the total floor area of this house). For Reference Houses 3 and 4, all ducts are inside conditioned space. Table M-1-A shows the estimated cost of sealing metal ducts using duct mastic applied with a brush. The material and labor costs are based on product manufacturer data for typical applications (125 linear feet per gallon of mastic; one-hour labor per gallon), internet pricing (for material cost), and RSMeans (for labor cost). Table M-2-B shows the cost savings to not install duct mastic on longitudinal seams of ducts inside conditioned space for the reference houses. Table M-1-A. Estimated cost to seal ducts ($/LF). Component Unit Material Labor Total w/O&P Duct Mastic LF 0.17 0.32 0.49 0.70 October 2017 Home Innovation Research Labs A-36 Estimated Costs of the 2018 IRC Code Changes Table M-1-B. Estimated cost savings for not sealing longitudinal seams of ducts inside conditioned space. Component Units Reference House 1 2 3 4 6" Branch - Flexible (no seams) LF 216 180 N/A N/A Trunk Line LF 144 168 128 128 Vertical Supply - seams LF 14 25 14 20 Return - seams LF 28 50 28 40 6" Branch, metal - seams LF N/A 144 248 378 Longitudinal seams, total LF 186 387 418 566 Longitudinal seams, sealing not required LF 0 (155) (418) (566) Cost to Seal Ducts (from Table M-1-A) $/LF 0.70 0.70 0.70 0.70 Total cost to Builder $ 0.00 (108.36) (292.60) (396.20) Total cost to Consumer $ 0.00 (128.95) (348.19) (471.48) Applicability of Code Change: This code change is applicable for houses where metal ducts with longitudinal seams are installed inside conditioned space. Home Innovation Research Labs October 2017 Estimated Costs of the 2018 IRC Code Changes B-1 APPENDIX B: LOCATION ADJUSTMENT FACTORS State City Cost Adjustment Factor State City Cost Adjustment Factor Alabama Birmingham 0.84 Montana Billings 0.88 Alabama Mobile 0.84 Nebraska Omaha 0.89 Alaska Fairbanks 1.27 Nevada Las Vegas 1.01 Arizona Phoenix 0.85 New Hampshire Portsmouth 0.95 Arizona Tucson 0.84 New Jersey Jersey City 1.19 Arkansas Little Rock 0.80 New Mexico Albuquerque 0.83 California Alhambra 1.16 New York Long Island City 1.41 California Los Angeles 1.15 New York Syracuse 1.01 California Riverside 1.14 North Carolina Charlotte 0.96 California Stockton 1.19 North Carolina Greensboro 0.96 Colorado Boulder 0.91 North Carolina Raleigh 0.94 Colorado Colorado Springs 0.84 North Dakota Fargo 0.88 Colorado Denver 0.87 Ohio Columbus 0.91 Connecticut New Haven 1.11 Oklahoma Oklahoma City 0.82 Delaware Dover 1.02 Oklahoma Tulsa 0.82 District of Columbia Washington, D.C. 0.90 Oregon Bend 1.00 Florida Fort Meyers 0.80 Pennsylvania Norristown 1.10 Florida Miami 0.81 Pennsylvania State College 0.93 Florida Orlando 0.83 Rhode Island Providence 1.08 Florida Tampa 0.83 South Carolina Greenville 0.94 Georgia Atlanta 0.89 Tennessee Memphis 0.84 Hawaii Honolulu 1.21 Texas Austin 0.79 Idaho Boise 0.90 Texas Dallas 0.84 Illinois Carbondale 1.01 Texas Houston 0.82 Indiana Indianapolis 0.92 Texas San Antonio 0.81 Iowa Des Moines 0.92 Utah Ogden 0.80 Kansas Wichita 0.84 Utah Provo 0.81 Kentucky Louisville 0.87 Utah Salt Lake City 0.82 Louisiana Baton Rouge 0.86 Vermont Burlington 0.93 Maine Portland 0.91 Virginia Fairfax 1.01 Maryland Baltimore 0.92 Virginia Winchester 1.02 Michigan Ann Arbor 1.00 Washington Tacoma 1.02 Minnesota St. Paul 1.05 West Virginia Charleston 0.95 Mississippi Biloxi 0.84 Wisconsin La Crosse 0.98 Missouri Springfield 0.89 Wyoming Casper 0.81 Source: RSMeans Residential Cost Data 2017. Home Innovation Research Labs October 2017 Estimated Costs of the 2018 IRC Code Changes C-1 APPENDIX C: ONE-STORY HOUSE WITH SLAB FOUNDATION (REFERENCE HOUSE 1) Courtesy: LionsGate Homes at The Creekside Home Innovation Research Labs October 2017 Estimated Costs of the 2018 IRC Code Changes D-1 APPENDIX D: TWO-STORY HOUSE WITH SLAB FOUNDATION (REFERENCE HOUSE 2) Courtesy: Meritage Homes at Riverstone Home Innovation Research Labs October 2017 Estimated Costs of the 2018 IRC Code Changes E-1 APPENDIX E: ONE-STORY HOUSE WITH BASEMENT FOUNDATION (REFERENCE HOUSE 3) Courtesy: K Hovnanian Four Seasons at New Kent Vineyards Home Innovation Research Labs October 2017 Estimated Costs of the 2018 IRC Code Changes F-1 APPENDIX F: TWO-STORY HOUSE WITH BASEMENT FOUNDATION (REFERENCE HOUSE 4) Courtesy: Lennar at Sorento Estates APPENDIX G: REFERENCES Home Innovation Research Labs, 2014. Estimated Costs of the 2015 IRC Code Changes. www.homeinnovation.com/trends_and_reports/featured_reports/estimated_costs_of_the_2015_irc_c ode_changes NAHB Research Center, 2012. 2009 IECC Cost Effectiveness Analysis. www.homeinnovation.com/trends_and_reports/featured_reports/percent_energy_savings_2009_iecc_ analysis NAHB Research Center, 2012. 2012 IECC Cost Effectiveness Analysis. www.homeinnovation.com/trends_and_reports/featured_reports/percent_energy_savings_2012_iecc_ analysis RS Means, 2014. Residential Cost Data (RCD). http://rsmeans.reedconstructiondata.com/RSMeans_Cost_Data_eBooks.aspx PROPONENT INFORMATION NAME:TELEPHONE: HOME BUSINESS ADDRESS:E-MAIL: HOME BUSINESS CITY, STATE, ZIP:FAX: CODE INFORMATION PROPOSED CHANEG TO: IBC IRC IMC IPMC IFC IEC IFGC EBC NFPA(NEC) CODE SECTION(S): PROPOSAL INFORMATION DESCRIPTION OF CHANGE AND REASON FOR CHANGE (ATTACH ADDITIONAL SHEETS, IF NEEDED): SUPPORTING DATA AND/OR DOCUMENTS (ATTACH ADDITIONAL SHEETS, IF NEEDED): ORIGINAL PROPOSAL - (ORIGINAL PROPOSALS ARE CONSIDERED TO BE THE SUBMITTER’S OWN IDEAS BASED UPON EXPERIENCE, KNOWLEDGE AND/OR RESEARCH AND IS NOT COPIED FROM ANOTHER SOURCE). SOURCED PROPOSAL - (SOURCED PROPOSALS ARE DERIVED FROM A PRIOR DEVELOPMENT CYCLE OR FROM OTHER ADOPTED CODE MATERIALS) REQUEST FOR IN-PERSON PRESENTATION TERMS: In consideration of this form and attached documents being made a part hereof, I/we agree to the following terms: I hereby grant the United City of Yorkville full rights to use this material without benefit to me, including, but not limited to publication and reproduction rights. This form and all attachments are a public document and all information on it is subject to public review pursuant to the Illinois Freedom of Information Act. PROPONENT SIGNATURE: ____________________________________________________________________ DATE: ___________________________ PLEASE SUBMIT TO (EMAIL PREFERRED): PETER RATOS, BUILDING CODE OFFICIAL BUILDING SAFETY & ZONING DIVISION UNITED CITY OF YORKVILLE 800 GAME FARM ROAD YORKVILLE, ILLINOIS 60560 EMAIL: PRATOS@YORKVILLE.IL.US FAX: 630-553-7264 GENERAL QUESTIONS: 630-553-8545 DEADLINE TO SUBMIT: FRIDAY, AUGUST 23, 2019 PROPOSED CHANGE TO THE 2018 ICC CODE FORM United City of Yorkville 800 Game Farm Road, Yorkville, Illinois, 60560 630-553-8545 630-553-7264 www.yorkville.il.us 2018 BUILDING CODE ADOPTION PROCESS ADOPTION PROCESS The Building Safety & Zoning Division intends to recommend the adoption of the 2018 edition of the International Code Council (ICC) series of codes. • 2018 International Building Code (IBC) • 2018 International Residential Code (IRC) • 2018 International Mechanical Code (IMC) • 2018 International Property Maintenance Code • 2018 International Fire Code (IFC) • 2018 International Energy Code (IEC) • 2018 International Fuel Gas Code (IFGC) • 2018 International Existing Building Code (EBC) • Illinois State Accessibility Code • 2014 State Plumbing Code • 2018 Pool & Spa Code WHAT TO EXPECT The policy review process will include a series of meetings conducted by various committees and commissions with public engagement throughout. The schedule can be found on the City’s website, an Open House will be scheduled in June or July to present the proposed codes and amendments to the public. Plan to attend! PUBLIC FEEDBACK You are encouraged to propose changes and provide feedback. Proposals, comments and written questions will be accepted up to August 23, 2019. Proposed changes must have sufficient supporting material to allow for proper technical review and consideration. This may be submitted to: https://www.yorkville.il.us/692/2018-ICC-Building-Code-Adoption-Process Peter Ratos Building Code Official pratos@yorkville.il.us 800 Game Farm Rd Yorkville, IL 60560 3/20/2019 1 PROPOSED ICC 2018 BUILDING CODE ADOPTION United City of Yorkville Economic Development Committee April 2, 2019 TODAY’S AGENDA Project Schedule Significant Changes to the 2018 International Code Significant Changes to the 2018 International Residential Code PROJECT SCHEDULE Economic Development Committee •April 2, 2019 •May 7, 2019 •June 4, 2019 Open House •June/July Planning & Zoning Commission •August 14, 2019 City Council •September 20, 2019 •September 24, 2019 3/20/2019 2 SIGNIFICANT CHANGES TO THE 2018 INTERNATIONAL CODE SIGNIFICANT CHANGES TO THE 2018 INTERNATIONAL CODE CODE SECTION DEFINITION REPAIR GARAGE A building or structure or portion thereof used for the servicing or repair of motor vehicles. MODERATE HAZARD STORAGE 311.2 Group S-1 : Storage group S-1 occupancies are buildings occupied for storage uses that are not classified as Group S-2, including, but not limited to, storage of the following: Aerosol products, Levels 2 and 3 : Self storage facility (mini storage) LODGING HOUSES 310.4.2 Owner-occupied lodging houses with five or fewer guest rooms and ten or fewer total occupants shall be permitted to be constructed in accordance with the International Residential Code. DEFINITIONS SIGNIFICANT CHANGES TO THE 2018 INTERNATIONAL CODE CODE SECTION DEFINITION SMOKE BARRIERS 407.5 Smoke barriers shall be provided to subdivide every story used by persons receiving care, treatment or sleeping into not fewer than two smoke compartments. Smoke barriers shall not be provided to subdivide other stories with occupant load of 50 or more persons, onto fewer than two smoke compartments. The smoke barrier shall be in accordance with Section 709. GENERAL 424.1 Children’s play structures installed inside all occupancies covered by this code that exceed 10 feet (3048mm) in height or 150 square feet (14mm²) in area shall comply with Sections 424.2 through 424.5. BUILDING PLANNING 3/20/2019 3 SIGNIFICANT CHANGES TO THE 2018 INTERNATIONAL CODE CODE SECTION DEFINITION TYPE III 602.3 Type III construction is that type of construction in which the exterior walls are of noncombustible materials and the interior building elements are of any material permitted by this code. Fire-retardant-treated wood framing and sheathing complying with Section 2303.2 shall be permitted within exterior wall assemblies of a 2-hour rating or less. FIRE-RETARDANT-TREATED WOOD IN EXTERIOR WALLS 602.4.1 Fire-retardant-treated wood framing and sheathing complying with Section 2303.2 shall be permitted within exterior wall assemblies not less than 6 inches (152mm) in thickness with a 2-hour rating or less. BUILDING PLANNING SIGNIFICANT CHANGES TO THE 2018 INTERNATIONAL CODE CODE SECTION DEFINITION COLUMN PROTECTION 704.2 Where columns are required to have protection to achieve a fire-resistance rating, the entire column shall be provided individual encasement protection by protecting it on all sides for the full column height, including connections to other structural members, with materials having the required fire-resistance rating. Where the column extends through a ceiling, the encasement protection shall be continuous from the top of the foundation or floor/ceiling assembly below through the ceiling space to the top of the column. PARTY WALLS 706.1.1 Any wall located on a lot line between adjacent buildings, which is used or adapted for joint service between the two buildings, shall be constructed as a fire wall in accordance with Section 706. Party walls shall be constructed without openings and shall create separate buildings. STRUCTURAL STABILITY 706.2 Fire walls shall be designed and constructed to allow collapse of the structure on either side without collapse of the wall under fire conditions. Fire walls designed and constructed in accordance with NFPA 221 shall be deemed to comply with this section. BUILDING PLANNING SIGNIFICANT CHANGES TO THE 2018 INTERNATIONAL CODE CODE SECTION DEFINITION EXIT DISCHARGE 1008.2.3 Illumination shall be provided along the path of travel for the exit discharge from each exit to the public way. Exception: Illumination shall not be required where the path of the exit discharge meets both of the following requirements: 1. The path of exit discharge is illuminated from the exit to a safe dispersal area complying with Section 1028.5. 1. A dispersal area shall be illuminated to a level not less than 1 foot candle (11 lux) at the walking surface. BUILDING PLANNING 3/20/2019 4 SIGNIFICANT CHANGES TO THE 2018 INTERNATIONAL CODE CODE SECTION DEFINITION LOW-LEVEL EXIT SIGNS IN GROUP R-1 1013.2 Where exit signs are required in Group R-1 occupancies by Section 1013.1, additional low-level exit signs shall be provided in all areas serving guest rooms in Group R-1 occupancies and shall comply with Section 1013.5. The bottom of the sign shall be not less than 10 inches (254mm) nor more than 18 inches (455mm) above the floor level. The sign shall be flush mounted to the door or wall. Where mounted on the wall, the edge of the sign shall be within 4 inches (102mm) of the door frame on the latch side. STAIRWAY DOORS 1010.1.9.12 Interior stairway means of egress doors shall be openable from both sides without the use of a key or special knowledge or effort. FIRE WALLS 1607.15.2 In order to meet the structural stability requirements of Section 706.2 where the structure on either side of the wall has collapsed, fire walls and their supports shall be designed to withstand a minimum horizontal allowable stress load of 5 psf (0.240 kNm²). BUILDING PLANNING SIGNIFICANT CHANGES TO THE 2018 INTERNATIONAL CODE CODE SECTION DEFINITION CLADDING ATTACHMENT OVER FOAM SHEATHING TO WOOD FRAMING 2603.13 Cladding shall be specified and installed in accordance with Chapter 14 and the cladding manufacturer’s installation instructions. Where used, furring and furring attachments shall be designed to resist design loads determined in accordance with Chapter 16. In addition, the cladding or furring attachments through foam sheathing to framing shall meet or exceed the minimum fastening requirements of Section 2603.13.2, or an approved design for support or cladding weight. BUILDING PLANNING SIGNIFICANT CHANGES TO THE 2018 INTERNATIONAL RESIDENTIAL CODE 3/20/2019 5 SIGNIFICANT CHANGES TO THE 2018 RESIDENTIAL INTERNATIONAL CODE CODE SECTION DEFINITION CRAWL SPACE An underfloor space that is not a basement DEFINITIONS CODE SECTION DEFINITION EXTERIOR WALLS R302.1 Construction, projections, openings and penetrations of exterior walls of dwellings and accessory buildings shall comply with Table R302.1(1); or dwellings equipped throughout with an automatic sprinkler system installed in accordance with Section P2904 shall comply with Table R302.1(2). FIRE PROTECTION OF FLOORS R302.13 Floor assembles that are not required elsewhere in this code to be fire rated, shall be provided with a minimum ½ inch gypsum wallboard membrane. Exceptions: Wood floor assemblies using dimensional lumber equal to or greater than 2 inches x10 inches nominal dimension. TOWNHOUSES R302.2 Walls separating townhouse units shall be constructed in accordance with Section R302.2.1 or Section R302.2.2. DOUBLE WALLS R302.2.1 Each townhouse shall be separated by two 1-hour fire-resistance rated wall assemblies tested in accordance with ASTM E119, UL 263 or Section 703.3 of the International Building Code. MEMBRANE PENETRATIONS R302.4.2 Membrane penetrations shall comply with Section R302.4.1. Where walls are required to have a fire- resistance rating, recessed fixtures shall be installed so that the required fire-resistance rating will not be reduced. BUILDING PLANNING SIGNIFICANT CHANGES TO THE 2018 RESIDENTIAL INTERNATIONAL CODE CODE SECTION DEFINITION WIDTH R311.7.1 Stairways shall be not less than 36 inches (914mm) in clear width at all points above the permitted handrail height and below the required headroom height. The clear width of stairways at and below the handrail height, including treads and landings, shall be not less than 31 ½ inches (787mm) where a handrail is installed on one side and 27 inches (698mm) where handrails are installed on both sides. VERTICAL RISE R311.7.3 A flight of stairs shall not have a vertical rise larger than 151 inches (3835mm) between floor levels or landings. ALTERATIONS, REPAIRS, AND ADDITIONS R314.2.2 Where alterations, repairs or additions requiring a permit occur, the individual dwelling unit shall be equipped with smoke alarms located as required for new dwellings. BUILDING PLANNING SIGNIFICANT CHANGES TO THE 2018 RESIDENTIAL INTERNATIONAL CODE 3/20/2019 6 CODE SECTION DEFINITION DECKS R507.1 Wood-framed decks shall be in accordance with this section. For decks using materials and conditions not prescribed in this section, refer to Section R301. MATERIALS R507.2 Materials used for the construction of decks shall comply with this section. WOOD MATERIALS R507.2.1 All wood materials shall be No. 2 grade or better lumber, preservative-treated in accordance with Section R317, or approved, naturally durable lumber, and termite protected where required in accordance with Section R318. Where design in accordance with Section R301 is provided, wood structural members shall be designed using the wet service factor defined in AWC NDS. Cuts, notches, and drilled holes of preservative treated wood members shall be treated in accordance with Section R317.1.1. All preservative-treated wood products in contact with the ground shall be labeled for such usage. BUILDING CONSTRUCTION SIGNIFICANT CHANGES TO THE 2018 RESIDENTIAL INTERNATIONAL CODE CODE SECTION DEFINITION ENGINEERED WOOD PRODUCTS R507.2.1.1 Engineered wood products shall be in accordance with Section R502. PLASTIC COMPOSITE DECK BOARDS, STAIR TREADS, GUARDS OR HANDRAILS R507.2.2 Plastic composite exterior deck boards, stair treads, guards and handrails shall comply with the requirements of ASTM D 7032 and this section. DECK POSTS R507.4 For single level wood framed decks with beams sized in accordance with Table 507.5 deck post size shall be in accordance with Table R507.4. BUILDING CONSTRUCTION SIGNIFICANT CHANGES TO THE 2018 RESIDENTIAL INTERNATIONAL CODE CODE SECTION DEFINITION WATER-RESISTIVE BARRIER R703.2 One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water-resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51mm). Where joints occur, felt shall be lapped not less than 6 inches (152mm). Other approved materials shall be installed in accordance with the water-resistive barrier manufacturer’s installation instructions. The No. 15 asphalt felt, or other approved water-resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. BUILDING CONSTRUCTION SIGNIFICANT CHANGES TO THE 2018 RESIDENTIAL INTERNATIONAL CODE 3/20/2019 7 CODE SECTION DEFINITION DESIGN AND CONSTRUCTION R802.2 The roof and ceiling assembly shall provide continuous ties across the structure to prevent roof thrust from being applied to the supporting walls. The assembly shall be designed and constructed in accordance with the provisions of this chapter and Figures R606.11(1), R606.11(2) and R606.11(3) or in accordance with AWC NDS. RIDGE R802.3 A ridge board used to connect opposing rafters shall be not less than 1 inch (25mm) nominal thickness and not less in depth than the cut end of the rafter. Where ceiling joist or rafter ties do not provide continuous ties across the structure, a ridge beam shall be provided and supported on each end by a wall or girder. MINIMUM VENT AREA R806.2 The minimum net free ventilating area shall be 1/150 of the area of vented space. BUILDING CONSTRUCTION SIGNIFICANT CHANGES TO THE 2018 RESIDENTIAL INTERNATIONAL CODE CODE SECTION DEFINITION INSULATION SHIELD R1005.8 Where factory-built chimneys pass through insulated assemblies, an insulation shield constructed of steel having a minimum thickness of 0.0187 inch (0.4712mm) (No. 26 gage) shall be installed to provide clearance between the chimney and the insulation material. The clearance shall not be less than the clearance to combustibles specified by the chimney manufacturer’s installation instructions. Where chimneys pass through attic space, the shield shall terminate not less than 2 inches (51mm) above the insulation materials and shall be secured in place to prevent displacement. Insulation shields provided as part of a listed chimney system shall be installed in accordance with the manufacturer’s installation instructions. BUILDING CONSTRUCTION SIGNIFICANT CHANGES TO THE 2018 RESIDENTIAL INTERNATIONAL CODE CODE SECTION DEFINITION LIGHTING EQUIPMENT (MANDATORY) N1104.1 (R404.1) Not less than 90 percent of the permanently installed lighting fixtures shall contain only high- efficacy lamps. DEFINED TERMS N1101.6 (R202) FENESTRATION. Products classified as either vertical fenestration of skylights. •Skylights. Glass or other transparent or translucent glazing material installed at a slope of less than 60 degrees (1.05 rad) from horizontal. •Vertical Fenestration. Windows that are fixed or operable, opaque doors, glazed doors, glazed block and combination opaque/glazed doors composed of glass or other transparent or translucent glazing materials and installed at a slope of not less than 60 degrees (1.05 rad) from horizontal. OPAQUE DOOR. A door that is not less than 50 percent opaque in surface area. EXHAUST TERMINATION OUTLET AND PASSAGEWAY SIZE The passageway of dryer exhaust duct terminals shall be undiminished in size and shall provide an open area of not less than 12.5 square inches (8065mm²). ENERGY CONSERVATION SIGNIFICANT CHANGES TO THE 2018 RESIDENTIAL INTERNATIONAL CODE 3/20/2019 8 CODE SECTION DEFINITION ACCESS M2301.2.1 Access shall be provided to solar energy equipment for maintenance. Solar systems and appurtenances shall not obstruct or interfere with the operation of any doors, windows or other building components requiring operation or access. Roof-mounted solar thermal equipment shall not obstruct or interfere with the operation of roof-mounted equipment, appliances, chimneys, plumbing vents, roof hatches, smoke vents, skylights and other roof penetrations and openings. LOCATED WITHIN THE SAME ROOM G2420.5.1 (409.5.1) The shutoff valve shall be located in the same room as the appliance. The shutoff valve shall be within 6 feet (1829mm) of the appliance, and shall be installed upstream of the union, connector or quick disconnect device it serves. Such shutoff valves shall be provided with access. Shutoff valves serving movable appliances, such as cooking appliances and clothes dryers, shall be considered to be provided with access where installed behind such appliances. Appliance shutoff valves located in the firebox of a fireplace shall be installed in accordance with the appliance manufacturer’s instructions. SOLAR THERMAL ENERGY SYSTEMS SIGNIFICANT CHANGES TO THE 2018 RESIDENTIAL INTERNATIONAL CODE CODE SECTION DEFINITION GARAGE BRANCH CIRCUITES E3703.5 In addition to the number of branch circuits required by other parts of this section, not less than one 120-volt, 20 ampere branch circuit shall be installed to supply receptacle outlets in attached garages and in detached garages with electric power. This circuit shall not have other outlets. [210.11(C) (4)] METAL BOXES AND CONDUIT BOXES G2420.5.1 (409.5.1) Where raceway or cable is installed with metal boxes, or conduit bodies, the raceway or cable shall be secured to such boxes and conduit bodies. Where nonmetallic-sheathed cable or multi-conductor Type UF cable is used, the sheath shall extend not less than ¼ inch (6mm) inside the box and beyond any cable clamp [314.17(B)] GARAGE BRANCH CIRCUITS SIGNIFICANT CHANGES TO THE 2018 RESIDENTIAL INTERNATIONAL CODE THANK YOU FOR YOUR TIME 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: See attached memo. Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number Planning and Zoning Commission #2 Tracking Number PZC 2019-09 and EDC 2019-23 Downtown Form Based Code and Master Streetscape Plan City Council – September 24, 2019 05/14/2019 Sent back to Committee Majority Approval Request for adoption of the Downtown Overlay District, including the Master Streetscape Plan and Form-Based Code. Krysti Barksdale-Noble Community Development Name Department SUMMARY: Review and approval of the proposed Yorkville Downtown Overlay District Plan consisting of a Streetscape Master Plan and Form-Based Code. BACKGROUND: As you may recall, the final draft of the Yorkville Downtown Overlay District Plan was presented at the May 14, 2019 City Council meeting for its first reading prior to adoption. A presentation of the highlights of the Streetscape Master Plan and the Form-Based Code for the overlay district was given at that meeting by the consultant, Doug Farr of Farr & Associates. The plans are intended to establish the broader guidance for street character and development opportunities within the downtown which can be facilitated through public capital improvement projects and private redevelopment. Over the course of 18-months, beginning in January 2018, the consultant and staff hosted a project website; conducted two (2) public workshops; previewed a draft plan at a committee meeting; held a public open house; and had a public hearing before the Planning and Zoning Commission; all to gather input and solicit feedback on the various drafts of the plan. All feedback received during this time was incorporated into the plan. A formal recommendation for adoption was made by the Planning and Zoning Commission on April 10, 2019. At the June 4, 2019 Economic Development Committee meeting, staff received comments regarding certain aspects of the Streetscape Masterplan, specifically the curb treatment for ‘B” Street Residential areas and the proposed overhead catenary lighting on Van Emmon Street. The curb treatment and subsequent edits recommended by Alderman Funkhouser were addressed by staff at the July 2nd EDC meeting and staff was eventually given direction by the EDC at the August 6, 2019 meeting to keep the originally proposed catenary overhead lights on Van Emmon Street. At the September 3rd Economic Development Committee meeting, staff presented a lot-by-lot analysis of the existing zoning and existing land use, versus the proposed district classification and proposed uses in the Form-Based Code which included three (3) development scenarios of lots with redevelopment potential utilizing the form-based code standards (see attached presentation). It was the consensus of the EDC at that meeting revisions be made regarding the maximum height of certain structures in the downtown within the residential areas. REVISIONS: As mentioned, there have been several revisions to the proposed Yorkville Downtown Overlay District Plan since it was last reviewed by the City Council in May. The following chart outlines the revisions made to both the Streetscape Master Plan and Form-Based Code as a result of review and input for the Economic Development Committee: Memorandum To: City Council From: Krysti J. Barksdale-Noble, Community Development Director CC: Bart Olson, City Administrator Jason Engberg, Senior Planner Date: September 18, 2019 Subject: Downtown Form Based Code and Streetscape Master Plan Request for Adoption of Revised Plans 2 Streetscape Master Plan Page Comment Correction Page 3 Addition of Aldermen names under Acknowledgements Staff has added the names of Aldermen (current and former), Planning and Zoning Commissioners and current Mayor. Page 5 Does not like the red text on gray background. The text has been revised to white. Page 18 Numbers and text do not line up. Figure 20 – gravel parking is not permitted. Numbers and text have been aligned. Image of Figure 20 was not suggesting parking would be permitted on gravel, but the area between the railroad tracks and spur (refer to #6 identified on page 19 under “Hydraulic Street Near Term”) be visually enhanced with a well- maintained gravel surface. Page 38 Recommends a concrete ribbon for Figure 54 instead of gravel street apron. Staff has made the requested change per direction from the EDC at the June 4, 2019 meeting. Page 39 Recommends Figure 57 illustrate the concrete curb ribbon. Staff has made the requested change per direction from the EDC at the June 4, 2019 meeting. Page 58 Missing existing Clark Park parcel north of river. Noted and revised. Page 62 Private ownership label of Van Emmon Activity Center should be revised. Staff has made the requested change per direction from the EDC at the June 4, 2019 meeting. Page 65 Continuance of the railroad right-of-way color (orange) to the eastside of IL 47. Noted and revised. Formed-Based Code Page Comment Correction Page 2 Addition of Aldermen names under Acknowledgements Staff has added the names of Aldermen (current and former), Planning and Zoning Commissioners and current Mayor Page 4 Section 10-21-1-F-2 Deviations, requested second sentence be revised to read “The Community Development Director” instead of “The Director”. Noted and revised. Page 6 Recommendation from EDC to not allow buildings that have primary frontage in another district to extend their building up to 100” down a side street that is designated “B” Street – Residential. Notation on Figure 10-21-1B (1) Yorkville Form- Based Districts Regulating Plan now states “Note: Street Districts on primary streets may turn any corner and extend up to 100’ down any side street, except when the side street is designated at “B” Street Residential.” Page 12 Section 10-21-2-B, requested the phrase “agricultural relics” be revised using different wording. Sentence has been revised to “Hydraulic Street features short, utilitarian buildings as well as an inoperable grain elevator, that create an eclectic mix of land uses and character.” 3 Page 13 Remove overhead lighting in Figure 10- 21-2C (1). Van Emmon Street (Long Term) Noted and revised. Page 14 Revise pedestrian facilities to indicate a 5’ sidewalk rather than a 4’ sidewalk. Noted and revised. Page 15 Add foot (‘) symbol behind 26 in Pavement Width. No gravel edge in “B” Street- Residential District. Reduce maximum stories in “B” Street Residential District from 3.5 stories to 3 stories. Noted and revised. Noted. Noted and revised. Page 18 Under “Key” of Figure 10-21-3A (1). Yorkville Code Permitted Uses How to, add “special” to “Requires Use Permit”. Noted and revised. Page 19 Recommends “Amphitheater” be revised to be a “Special Use” rather than “Permitted with Development Standards”. Noted and revised. Page 22 Recommends “Amphitheater” be revised to be a “Special Use” rather than “Permitted with Development Standards”. Noted and revised. Page 40 Recommendation to reduce the maximum height of “Attached Building” (i.e., townhouses or row houses) from 3.5 stories to 3 stories. Noted and revised. Page 42 Recommendation to reduce the maximum height of “Yard Building” (i.e., single- family homes with landscape yard surrounding all sides of building) from 3.5 stories to 3 stories. Noted and revised. Page 43 Recommendation to reduce the maximum height of “Yard Building” (i.e., single- family homes with landscape yard surrounding all sides of building) from 3.5 stories to 3 stories. Images of sample building types have been revised to remove notation of 0.5 stories. STAFF COMMENTS: Since the last Economic Development Committee meeting, staff received feedback that a residential property owner located at the northeast corner of Van Emmon Street and South Main Street expressed concerned about the potential density allowed under the proposed Form-Based Code for the property directly to the west. While the residential property owners’ parcel is utilized for single-family home but is zoned B-2 Retail Commerce Business District, the property to the west is a single-family home and is zoned R-2 Single-Family Traditional Residence District. The Form-Based Code currently proposes the intervening street between these two (2) properties, S. Main Street, be classified as “B-Street” allowing for residential (apartments and duplexes/townhomes), office, retail/commercial and civic building types permitted outright. In consideration of this resident’s concern, 4 staff is proposing an alternative street classification of South Main Street in the area between E. Hydraulic and E. Van Emmon, form “B Street” to “B-Street Residential”. The B-Street Residential would limit the building types facing this area of South Main Street to civic buildings and single-family detached residential homes permitted outright. The alternative street classification plan has been provided in your packet for consideration. STAFF RECOMMENDATION: Staff believes the information provided in this memo should address all the comments and feedback received from the Economic Development Committee meetings over the past several months regarding the Streetscape Master Plan and Form-Based Code. Therefore, we are seeking approval and formal adoption from the City Council of the Yorkville Downtown Overlay District Plan. We welcome any additional feedback you may have on the information provided and will be available to answer any questions. ATTACHMENTS: 1. Draft Revised Yorkville Streetscape Master Plan 2. Draft Revised Yorkville Downton Form-Based Code 3. Alternative Street Classification Plan for the Downtown Form-Based Code 4. Draft Ord Approving Streetscape Master Plan 5. Draft Ord Approving Text Amendment for Downtown Overlay District – Form-Based Code 6. Public Hearing Notice 4-10-19 7. City Council Memo dated 5-6-19 8. Economic Development Committee Memo dated 5-23-19 9. Economic Development Committee Memo dated 6-6-19 10. Economic Development Committee Memo dated 7-16-19 11. Economic Development Committee Memo dated 8-21-19 a. Downtown Overlay| Zoning Map b. Downtown Overlay| Land Use Map c. Downtown Overlay| Proposed Uses d. Downtown Overlay| Permitted Use Comparison e. Downtown Overlay| Sample Form-Based Code Exhibits f. Lot-By-Lot Analysis Presentation Streetscape Master Plan YORKVILLE Downtown Overlay District Yorkville, Illinois Downtown Yorkville 3Table of Contents Appendix Bridge Street Introduction Streetscape Master Plan Hydraulic Street Van Emmon Street ‘B’ Street p. 52 p. 10 p. 18 p. 34 p. 06 p. 26 p. 04 Table of Contents United City of Yorkville Farr Associates Former Mayor Gary J. Golinski Bart Olson, City Administrator Erin Willrett, Assistant City Administrator Krysti Barksdale-Noble, Community Development Director Jason Engberg, Senior Planner Eric Dhuse, Public Works Director Lisa Pickering, City Clerk Richard T. Hart, Chief of Police Tim Evans, Director of Parks and Recreation Brad Sanderson, EEI, Engineering Consultant Acknowledgements City Council Mayor John Purcell Joel Frieders, Alderman Chris Funkhouser, Alderman Ken Koch, Alderman Jacquelyn Milschewski, Alderman Jason Peterson, Alderman Arden Joe Plocher, Alderman Seaver Tarulis, Alderman Daniel Transier, Alderman Planning and Zoning Commissioners Randy Harker, Chairman Reagan Goins, Commissioner Debra Horaz, Commissioner Don Marcum, Commissioner Jeff Olson, Commissioner Richard Vinyard, Commissioner Daniel Williams, Commissioner 4 Yorkville Downtown Overlay District A streetscape master plan provides guidance for the direction and character of future street related capital improvement projects. As downtown Yorkville continues to evolve, so too should its streets and public spaces to support the changing land uses over time. Downtown has experienced multiple moments of transition over the years, but recently, downtown has experienced a renaissance of sorts with desirable new restaurants and small local businesses occupying existing structures. An improved Fox River-oriented park and other recreational amenities add another layer to downtown’s assets. Introduction At its heart, Yorkville is a small-town on a sleepy river with residents committed to improving the quality of the city for all. What better place to start than improving a downtown that should be the center of the community, where events, festivals, and family gatherings take place regularly. The streets of downtown Yorkville should be the armature that supports these functions and helps contribute to building community and quality of life. Streetscape Master Plan 5 Downtown Overlay District Streetscape Master Plan Hydraulic Street Street Type Classification Bridge Street Van Emmon Street ‘B’ Street Wayfinding and Signage General Streetscape Guidance p. 16 p. 24 p. 40 p. 42 p. 10 p. 32 p. 08 6 Yorkville Downtown Overlay District Streetscape Master Plan Because downtown Yorkville needs one. Investors and property owners interested in improving their downtown assets may think twice if they do not sense a commitment from the City. The downtown TIF I was certainly an effort to encourage redevelopment within downtown and TIF II is an added incentive for owners to invest; however, the lack of an inspiring plan that presents future capital improvement priorities for the City leaves much to be desired. This streetscape master plan is intended to get people excited about the potential of downtown. Knowing that improvements are in the pipeline, investors can get out in front and establish a presence prior to downtown realizing its full potential. A streetscape master plan’s focus is on the public realm - most notably the streets, furnishing zones, and sidewalks. It helps to establish what role each street will play moving forward. For example, it establishes which streets are ‘A’ Streets; meaning a street that should be accompanied by building frontages, glazing, signage, and activity. They are the Why a Streetscape Master Plan? streets that residents come to downtown to stroll along and enjoy a sunny Saturday afternoon. Alternatively, a ‘B’ Street supports the ‘A’ Street. Parking access, sides of buildings, and service oriented functions should be accessed off ‘B’ Streets. Like ‘A’ Streets, they are critical to the functioning successes of places we love. Accommodating both within downtown, while defining which is which, can help property owners prioritize where their future front entry is located or where that new café tenant should face. Downtown was identified as a primary concern in the 2016 Yorkville Comprehensive Plan for good reason. Despite its current downfalls, downtown contains exciting assets to build upon. Restaurants, old buildings packed with potential, plenty of infill and redevelopment opportunities, and a fantastic recreational amenity in the Fox River, all bode well for the future of downtown. This plan demonstrates some of the strategies the City can implement to pave the way for the future of downtown. Figure 1 - Bridge Street (Farr Associates) Streetscape Master Plan 7 The streetscape master plan is structured to complement the Downtown Yorkville Form-Based Code. Form-based codes (FBC) are land development regulations that seek to produce predictable built results that prioritize building form over building use as a distinguishing factor. Often times, a regulatory zone or framework is applied at the block level, much like zoning, where parcels fall into a specific FBC classification. The Downtown Yorkville Form-Based Code uses the street types as a regulatory framework. The parcels that front a specific street type identified in this plan use that street type as the underlying FBC classification. If a parcel fronts more than one street, the FBC articulates the process of discerning which FBC zone takes precedent. The FBC includes further instruction on how to identify a parcel, determine the underlying regulatory zone, and easily interpret the zone’s requirements for redevelopment. The streetscape master plan brings a visual interpretation of what form and character future capital improvements will exhibit. Though the streetscape master plan and the FBC are intended to be stand-alone documents, they are coordinated efforts that provide layers of detail to collectively envision the future of downtown Yorkville. The series of diagrams on the right is from the Form-Based Codes Institute (FBCI) and meant to visualize the physical consequences that stem from conventional zoning (top), conventional zoning with supporting design guidelines (middle), and form-based codes (right). Standards that prioritize form over use have the capabilities of encouraging a more fine-grained outcome. Conventional Zoning (FBCI) Zoning Design Guidelines (FBCI) Form-Based Codes (FBCI) Providing Framework for the FBC 8 Yorkville Downtown Overlay District The following street types represent what will be the guiding framework for the form-based code (FBC) parcel classifications. Parcels fronting their respective street type should follow the form-based guidelines outlined in the Downtown Yorkville Form-Based Code. The different street types are • 'A' Streets • Bridge Street • Hydraulic Street • Van Emmon • 'B' Streets Street Type Classification Street Type Classification Figure 3 - Hydraulic Street (Google Maps)Figure 2 - Bridge Street (Google Maps) Figure 5 - Main Street (Google Maps)Figure 4 - Van Emmon Street (Google Maps) These street types are represented on the following pages with the existing condition, proposed near-term improvements, and proposed long-term vision. The street types are represented at typical segments along key stretches; therefore, minor variations will occur where applicable. This Streetscape Master Plan is intended to envision the character and role each street contributes to the future of downtown Yorkville and does not represent finalized landscape and construction details. Street Type Classification 0’75’150’300’ F o x R i v e r S Bridge StreetN Bridge StreetE Fox Street W Ridge Street W Madison Street E Van Emmon Street E Hydraulic Street Mill StreetS Main StreetState StreetHeustis StreetKey Bridge Street Hydraulic Street Van Emmon Street ‘B’ Street ‘B’ Street - Residential Streetscape Master Plan 9 10 Yorkville Downtown Overlay District Bridge Street, between Hydraulic Street to the north and Van Emmon Street to the south, was clearly the historic downtown core of Yorkville. Though this stretch is only one block long, it retains much of the scale and character of the past. Bridge Street was historically a two travel-lane street with parallel parking on either side to serve the businesses. Traffic became congested, since Bridge Street (IL 47) is the main truck route through Yorkville. The Illinois Department of Transportation (IDOT) studied widening the street along with other improvements to alleviate the congestion. Many years after the initial plan of a five-lane Bridge Street, the proposal was finally taken to construction. Yorkville residents were anxious to speed up flow through a downtown long removed from representing the heart of the community. Since the IDOT improvements, the commercial viability of the businesses were challenged. Travel lanes replaced parallel parking and concrete barriers were placed between street and sidewalk. The combination of road widening, increased speed, lack of parallel parking, and other factors drove many of the primary building entries around to the backs of the Bridge Street buildings. The increased speeds and lack of pedestrian traffic along Bridge Street have effectively drained downtown of any potential for vitality. Residents have mixed opinions about the impacts of IDOT’s improvements; however, it is clear that the term “improvements” may not be the correct expression for Bridge Street’s new character. This stretch of Bridge Street may be considered the gateway into downtown Yorkville and retains potential to become the iconic stretch that helps draw people into local businesses and displays an attractive image that represents the people of Yorkville. Figure 6 - Bridge Street Facades (Farr Associates) Figure 7 - Bridge Street Blank Wall (Farr Associates) Figure 8 - Bridge Street Sidewalk/Barrier (Farr Associates) IDOT’s Improvements Bridge Street (Existing) D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE 10’ 12’12’ 10’ 12’ 8’8’5’5’12’ 13’13’ 6’6’ 12’ 4’ 4’4’13’13’ 2’2’11’11’ 14’12’ 12’18’ 12’ 12’8’8’ 8’ 23’23’4’4’6’ 6’ 6’ 6’4’22’16’2’12’8’8’ 6’10’10’Varies 6’ 72’ 72’60’ 50’ - 60’ 50’ - 60’ 60’ 48’ - 66’24’ - 42’ 48’ - 66’24’ - 42’ Slip Lane Streetscape Master Plan 11 Bridge Street (Existing) 12 Yorkville Downtown Overlay District Figure 9 - Wall Mural (Philly Magazine) Figure 5 - Outdoor Restaurant Seating (Pictures Boss) Bridge Street (Near-Term) Meaningful measures to display an image of vitality and interest can be taken with a cost sensitive approach. For example, instead of temporarily narrowing traffic lanes or tearing down the now important concrete barriers flanking Bridge Street; beautification strategies might include painting the concrete barriers and hand rails with a custom design or painting large iconic murals on the blank downtown building walls. Each of these interventions could contribute to the overall character of downtown and play a dual role of encouraging vehicular and pedestrian traffic to be cautious and slow down. Because this segment of Bridge Street is such an important gateway for the City, concentrating multiple interventions on this location within the greater downtown should take priority over other streets and locations. Drivers would recognize that downtown could be worth visiting. The larger scale of these proposed interventions caters to the car, because it is in this brief moment that downtown has to attract the attention of passersby. Painted Crosswalks Paving Texture or Material Change Public Art/Sculpture Painted Light Poles Outdoor Restaurant Seating Entry Landscape Improvements Seasonal Banners Painted Bridge Street Barrier/Railing Yorkville Entry Wall Mural Tactical Interventions 1 2 3 4 6 5 7 9 8 9 5 Y O R K V I L L E W E L C O M E T O D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE Streetscape Master Plan 13 Figure 11 - Painted Concrete Barrier (NYC Parks)Figure 12 - Public Art / Sculpture (Designboom) 38 1 2 3 4 56 7 8 9 Bridge Street (Near-Term) 14 Yorkville Downtown Overlay District The existing Bridge Street right-of-way affords very little flexibility for major improvements; however, that does not preclude meaningful upgrades from happening. Squeezing in improvements where possible, such as: the addition of seasonal banners to the light poles; repaving the sidewalks with high-quality and interesting materials for pedestrians; or replacing the damaged handrail with a feature handrail that may be an art installation; can make a surprisingly dramatic impact for both drivers and pedestrians. Additionally, if the buildings better engage the sidewalks through accessible entrances, signage, and outdoor seating options, this would improve this highly visible stretch of downtown Yorkville. A reduction in lane width on Bridge street, which would require a reclassification from IDOT to remove its truck route status, is not currently an option. Therefore, a five-lane street will likely be the long-term reality. It will be critical for the City to address the perception issues with Bridge Street through near-term solutions that may last many years. Near-term strategies can add value to downtown Yorkville through amplified crosswalks, branding and wayfinding elements, visible outdoor seating, and much more. Figure 13 - Improved, Feature Handrail (Hype Science) Figure 14 - Seasonal Banners (Farr Associates) Figure 15 - Improved Sidewalk Pavement (California DOT) Minor Upgrades Go a Long Way Bridge Street (Long-Term) Y O R K V I L L E W E L C O M E T O D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLED O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE 10’ 12’12’ 10’ 12’ 8’8’5’5’12’ 13’13’ 6’6’ 12’ 4’ 4’4’13’13’ 2’2’11’11’ 14’12’ 12’18’ 12’ 12’8’8’ 8’ 23’23’4’4’6’ 6’ 6’ 6’4’22’16’2’12’8’8’ 6’10’10’Varies 6’ 72’ 72’60’ 50’ - 60’ 50’ - 60’ 60’ 48’ - 66’24’ - 42’ 48’ - 66’24’ - 42’ Streetscape Master Plan 15 Bridge Street (Long-Term) Outdoor Seating Emphasized Crosswalks Landscape Buffer Improved Intersection Yorkville MuralRestriped Parking 5-Lane Streetscape Paving Improvements 16 Yorkville Downtown Overlay District Hydraulic Street includes complex conditions, such as utility poles landing in the street; a tapering right-of-way that narrows from west to east; and an active freight rail line that runs parallel to the street surface within the right-of-way. Because it runs parallel to the Fox River, there are multiple access and view corridors that connect pedestrians on Hydraulic Street to one of Yorkville’s most important assets. The freight rail line tracks are immediately adjacent to the southern edge of the street. This proximity could be a safety issue; however, during the citizen engagement events, residents did not voice much concern over the rail, except the noise complaints and potential for trains to back up traffic along Bridge Street. Though only one rail company utilizes the line, it is important to the natural gas industry because it accesses select sand used for the fracking process. Any expectations of the rail line closure are unrealistic, at least in the near-term. The active rail line will remain something that any redesign plans, current or future, must address. Hydraulic Street features a unique industrial character as a result of the rail and adjacent buildings and uses. The short, utilitarian buildings, as well as agricultural relics, such as the grain elevator, create an eclectic mix of land uses and character. Multiple popular businesses and parks exist along Hydraulic Street, and the existing character seems to support these types of businesses. As improvements occur to make Hydraulic Street a more attractive, safe, and usable street, a respect for its industrial past and present should be retained. Figure 16 - Hydraulic Street (Farr Associates) Figure 17 - Hydraulic Street (Farr Associates) Figure 18 - Inactive Grain Elevator (Farr Associates) Unique Industrial Character Hydraulic Street (Existing) Hydraulic Street (Existing) D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE 10’ 12’12’ 10’ 12’ 8’8’5’5’12’ 13’13’ 6’6’ 12’ 4’ 4’4’13’13’ 2’2’11’11’ 14’12’ 12’18’ 12’ 12’8’8’ 8’ 23’23’4’4’6’ 6’ 6’ 6’4’22’16’2’12’8’8’ 6’10’10’Varies 6’ 72’ 72’60’ 50’ - 60’ 50’ - 60’ 60’ 48’ - 66’24’ - 42’ 48’ - 66’24’ - 42’ Slip Lane Streetscape Master Plan 17 18 Yorkville Downtown Overlay District Hydraulic Street character will remain unique and interesting with or without planning interventions. The low traffic counts and limited number of businesses that currently front onto Hydraulic Street suggest that a lower level of resources should be placed in its near-term improvements. However, a few key improvements that help support the current businesses should be prioritized. This could include allowing outdoor seating areas either in the parking lots or at the edge of the street and sidewalks; painting the existing light poles with unique artwork; adding seasonal banners to the existing light poles; and improving the rear facade of Bridge Street, as this has effectively become the primary entry to many of those businesses. The rear facade of the Bridge Street buildings is highly visible since no structures currently exist to obscure mid-block views. Additionally, moveable planters with trees and other vegetation could bring life, shade, and color to an otherwise utilitarian Hydraulic Street. Painted Light Poles Seasonal Banners Outdoor Restaurant Seating Temporary Tree Planters Painted Crosswalks Maintain Gravel Between Tracks Bridge Street Rear Facade Improvements Street Surface Lane Striping Figure 19 - Painted Light Pole (Tops Images) Figure 20 - Well Maintained Gravel Surface (Dare Inc.) Tactical Interventions Hydraulic Street (Near-Term) 1 1 2 3 64 6 5 7 8 D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE DO W N T O W N YORKVILLESIGNAGE Streetscape Master Plan 19 Figure21 - Rear Facade Lighting and Signage (House St. Clair)Figure22 - Outdoor Restaurant Seating (South Milwaukee) Hydraulic Street (Near-Term) 1 3 4 5 6 7 8 2 37 20 Yorkville Downtown Overlay District The unique qualities of Hydraulic Street with its irregular street section, limited traffic count, paralleling of the Fox River, and already funky, casual character lends itself well to becoming a woonerf, or “shared street”. This long-term vision would allow Hydraulic Street to be closed down for festivals or events between the current driveway aligning with the rear entrances of the Bridge Street buildings and Heustis or Mill Street. Circulation around the block would still be possible through the use of a “slip lane” or access lane that would run along the south edge of the railroad tracks in order to access future redevelopment on those parcels. Hydraulic Street could take on a unique design such as permeable pavers to add character and stormwater management benefits. Being adjacent to the Fox River, an effort to minimize stormwater runoff and encourage percolation would be an environmentally conscious solution. Continuous pavers spanning between vehicular travel areas and traditional pedestrian areas would effectively blur the line between pedestrian and car right-of-way. This would encourage slow moving traffic on non-event days when Hydraulic Street is open, and add an attractive frontage for the businesses along Hydraulic Street. A shared street deserves a custom design. When City budget is allocated towards Hydraulic Street capital improvements, an emphasis should be placed on hiring highly-qualified landscape architects experienced in right-of-way redesign. Figure 23 - Chicane Plantings (NACTO) Figure 24 - Funky Outdoor Seating (Asik Site) Figure 25 - Shared Street (Ithaca College) Conversion to a Shared Street Hydraulic Street (Long-Term) S I G NAGE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE 10’ 12’12’ 10’ 12’ 8’8’5’5’12’ 13’13’ 6’6’ 12’ 4’ 4’4’13’13’ 2’2’11’11’ 14’12’ 12’18’ 12’ 12’8’8’ 8’ 23’23’4’4’6’ 6’ 6’ 6’4’22’16’2’12’8’8’ 6’10’10’Varies 6’ 72’ 72’60’ 50’ - 60’ 50’ - 60’ 60’ 48’ - 66’24’ - 42’ 48’ - 66’24’ - 42’ Slip Lane Streetscape Master Plan 21 Outdoor Seating Shared Street Landscape Frontage Visitor Parking Slip Lane Mixed-use Redevelopment Fox River Hydraulic Street (Long-Term) D O W N T O W N YORK V I L L E 22 Yorkville Downtown Overlay District As previously mentioned, a shared street should blur the lines between vehicle and pedestrian zones. Subtle changes to paving materials and the use of planters, street furnishings, and markings can define where cars should or should not drive. Since Hydraulic Street runs parallel with the Fox River, a street section that sheet flows stormwater into a continuous drainage channel within paving change is an example of integrated street design. These site design details are important, as this will become a major downtown event location. Hydraulic Street Shared Street Paving Texture or Material Change Chicane Planting Beds Maintain Existing Distance from Tracks Raised Planting Beds Planter Seating Ledge Continuous Drainage Channel on One Side 1 1 2 2 3 3 4 4 5 5 6 6 Figure 26 - Hydraulic Street Diagram (Farr Associates) Streetscape Master Plan 23 Figure 27 - Paving Texture Change (Site Design Group) Figure 28 - Raised Intersection (NACTO) Figure 29 - Planter Seating Ledge (Transform KC) Subtle paving details, such as a change in material, texture, or orientation, contribute interest to the pedestrian environment. Minor variations can help make a design unique to a specific location and help brand the place. Paving details may be used to delineate where vehicles are allowed to drive or park. These variations may help inform the location of custom street furniture, emphasize locations for tree plantings and signage locations, or simply add aesthetic appeal. Shared streets typically have vehicular travel routes and parking at the same elevation as a sidewalk. This means that the street section will not have its typical curb and gutter condition and will also need to reconcile where a regular street meets the woonerf. Raised intersections and crosswalks commonly feature short ramp transition zones to raise travel lanes to the desired shared height. The transition zones can also help alert drivers that they are entering a special area and a heightened awareness for pedestrians is necessary. A custom street design can include custom street planters and seating. In the instance of a shared street, raised planters made of a durable material could house low plantings and street trees; accommodate one or multiple built in seating ledges; and play a role in vehicular circulation by delineating the travel lanes, narrowing travel lanes to encourage slower travel speeds, or creating chicanes that slow-traffic to a greater degree. Material Contrast Street to Woonerf Transition Planter Seating Ledge 1 5 24 Yorkville Downtown Overlay District Traveling east from downtown Yorkville, Van Emmon Street eventually becomes Van Emmon Road and meets Route 71, which connects Yorkville with Oswego. Van Emmon Street acts as the second gateway into downtown, particularly at its intersection with Bridge Street. Recently, buildings have been torn down along Van Emmon Street and the expectation of future redevelopment is not unreasonable. The approach traveling west into downtown along Van Emmon does not best represent Yorkville. Vegetation overgrowth between Mill Street and Heustis Street; an imbalanced street section of residential buildings with parking in front; a concrete retaining wall; and multiple “missing teeth” in the urban fabric leave much to be desired. Additionally, the intersection of Van Emmon Street and Bridge Street is not particularly inspiring, as each corner does not activate the intersection. Businesses are making an effort at providing visible programming at the intersection, but improvements are needed to establish the cohesive image the downtown Yorkville deserves. Van Emmon Street west of Bridge Street has a different character. It generally becomes more residential after the first half block. Naturally, the street section abruptly adjusts as it enters the neighborhood. Figure 30 - View West Down Van Emmon Street (Google) Figure 31 - View West Down Van Emmon Street (Google) Figure 32 - View West Down Van Emmon Street (Google Downtown’s Second Gateway Van Emmon Street (Existing) D O W N T O W N YORKVILLED O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE 10’ 12’12’ 10’ 12’ 8’8’5’5’12’ 13’13’ 6’6’ 12’ 4’ 4’4’13’13’ 2’2’11’11’ 14’12’ 12’18’ 12’ 12’8’8’ 8’ 23’23’4’4’6’ 6’ 6’ 6’4’22’16’2’12’8’8’ 6’10’10’Varies 6’ 72’ 72’60’ 50’ - 60’ 50’ - 60’ 60’ 48’ - 66’24’ - 42’ 48’ - 66’24’ - 42’ Slip Lane Streetscape Master Plan 25 Van Emmon Street (Existing) D O W N T O W N YORKVILLED O W N T O W N YORKVILLE D O W N T O W N YORKVILLE 26 Yorkville Downtown Overlay District Figure 33 - Landscape Beautification (Cedrus Landscaping) Figure 34 - Painted Grain Elevator (News OK) Tactical Interventions Van Emmon Street (Near-Term) Interventions should be focused at the intersection of Van Emmon Street and Bridge Street. Businesses on either side of the intersection are already considering providing outdoor seating options, which would add visible energy to the downtown when approaching from the south. This is a positive direction and can be amplified with the removal of parking spaces to construct a temporary or permanent parklet, providing a canopy or other form of weather protection, or introducing outdoor space heaters to extend seating months. This intersection is also the primary crossing for pedestrians and vehicles moving between the east and west sides of Bridge Street due to traffic signalization and pedestrian crossing indicators. Painting the crosswalk and intersection would be an opportunity to brand downtown, enhance safety and visibility for crossing pedestrians, and draw attention to its businesses. In addition to intersection treatments, the southwest corner of the intersection could be used for signage that greets residents and visitors traveling into downtown. Plans are already underway to improve the County Courthouse slope. County Courthouse Landscape Beautification Gateway Monument Signage Painted Crosswalks Painted Intersection Parklet Temporary Street Trees Outdoor Seating Painted Grain Elevator Painted Bridge Street Barrier/Railing 1 2 3 4 6 5 7 8 9 1 8 D O W N T O W N YORKVILLED O W N T O W N YORKVILLE D O W N T O W N YORKVILLE Streetscape Master Plan 27 Van Emmon Street (Near-Term) Figure 35 - Temporary Street Trees (ASLA)Figure 36 - Painted Crosswalk (Broward Palm Beach) 1 2 34 5 6 7 8 9 6 3 D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLED O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLED O W N T O WN YORKVILLED O W N T O W N YORKVILLE 28 Yorkville Downtown Overlay District Van Emmon Street should be beautiful to establish a first impression to visitors, particularly east of Bridge Street. The mix of topography and building forms can be challenging when the desired outcome is a pleasant street; however, the asymmetry can be accommodated through careful design considerations. A primary consideration should include where stormwater is flowing. With elevated parcels on the south edge of Van Emmon Street, surface water will flow towards the street and sidewalk. Utilizing rain gardens that temporarily store rainwater before discharge or percolation and/or using permeable pavers that allow water to dissipate through the parking surface, are ways to accommodate the increased runoff. Also helping with stormwater, street trees should be planted on either side of the approach from the east to create a block long gateway when driving into Yorkville from Oswego. Downtown branding elements, such as seasonal banners and wayfinding signage, can add to the cohesion of downtown. The historic Kendall County Courthouse slope can act as a gateway feature incorporating signage, or some other built element, to establish a four-sided Van Emmon and Bridge Street intersect. These improvements could be completed in the near-term with the expectation that they would remain as other capital improvements take place. Figure 37 - Stormwater Streetscape (novitalas.com) Figure 38 - Intersection Improvements (PicSnaper) Figure 39 - Permable Parking Pavers (Village of Shorewood) Greeting Visitors with Beauty Van Emmon Street (Long-Term) D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLED O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLED O W N T O WN YORKVILLED O W N T O W N YORKVILLE D O W N T O W N YORKVILLED O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE 10’ 12’12’ 10’ 12’ 8’8’5’5’12’ 13’13’ 6’6’ 12’ 4’ 4’4’13’13’ 2’2’11’11’ 14’12’ 12’18’ 12’ 12’8’8’ 8’ 23’23’4’4’6’ 6’ 6’ 6’4’22’16’2’12’8’8’ 6’10’10’Varies 6’ 72’ 72’60’ 50’ - 60’ 50’ - 60’ 60’ 48’ - 66’24’ - 42’ 48’ - 66’24’ - 42’ Slip Lane Streetscape Master Plan 29 Van Emmon Street (Long-Term) Outdoor Seating Emphasized Crosswalks Painted Grain Elevator Improved Intersection Gateway Landscape/Signage Restriped Parking Restriped ParkingGateway Beautification 30 Yorkville Downtown Overlay District Bulb-outs typically narrow roadways to direct traffic, slow speeds down, expand the sidewalk, or simply accommodate plantings. Integrating bulb-outs that also perform stormwater management functions, would be an attractive design feature along Van Emmon Street. Bulb-out curbs should be slotted, or notched with openings, to allow surface stormwater to enter and exit the planting zone of the bulb-out. Stormwater Bulb-Outs Figure 40 - Stormwater Bulb-Out (Toni Best) Figure 41 - Rain Garden (Vava) Figure 42 - Permeable Pavers (Terran Capital) Stormwater rain gardens could be used to improve runoff quality and provide detention for significant storm events. Like bulb-outs, they can accommodate a variety of planting types and should have inlets allowing water to flow in and out from the street. Trees and a variety of plantings that provide color and texture would add to the beautification of Van Emmon Street. Tying designs back to other streets within downtown, Van Emmon Street could feature open grid permeable pavers that both define the parking areas and increase stormwater capacity. Coordinating pavers between Van Emmon Street, Hydraulic Street, and any other location they are used in the greater downtown would support a cohesive design and branding language. Sidewalk Rain Gardens Permeable Parking Pavers 2 4 5 Streetscape Master Plan 31 Figure 43 - Van Emmon Street Diagram (Farr Associates) Van Emmon Street can represent Yorkville’s demonstration of a sustainable street section. The right-of-way width provides plenty of flexibility for a two-lane street. Additionally, the asymmetrical street section that has a higher elevation on one side is an ideal candidate to display sustainable stormwater strategies. Sustainable Street Section Slotted Curbs Stormwater Bulb-Out Planter Parallel Parking Rain Garden Planter Permeable Pavers 1 1 2 2 3 3 4 5 5 4 32 Yorkville Downtown Overlay District One of the most charming aspects of Yorkville, is the historic, small-town character inherent in the City’s streets and buildings. These streets may have narrow or no sidewalks, are often curbless, and exhibit a casual feel that may slightly change between each individual property. Many of these streets are both the front door and driveway access to homes and buildings. These types of streets that serve buildings through parking and service access are vital to the functionality of the neighborhoods. Around downtown the north/south streets that run parallel with Bridge Street act as ‘B’ Streets. These streets that feature a small-town character should continue to support the downtown uses, as well as provide a framework for future development to take place. Because future development will likely be limited, to an extent, and single-family homes exist immediately adjacent to the downtown blocks, the ‘B’ Streets should maintain a small-town character that aligns with many future uses but does not negatively affect existing single-family homes. Figure 44 - View North Down Main Street (Google) Figure 45 - View North Down Main Street (Google) Figure 46 - View North Down Main Street (Google) Small-Town Character ‘B’ Street (Existing) D O W N T O W N YORKVILLED O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE 10’ 12’12’ 10’ 12’ 8’8’5’5’12’ 13’13’ 6’6’ 12’ 4’ 4’4’13’13’ 2’2’11’11’ 14’12’ 12’18’ 12’ 12’8’8’ 8’ 23’23’4’4’6’ 6’ 6’ 6’4’22’16’2’12’8’8’ 6’10’10’Varies 6’ 72’ 72’60’ 50’ - 60’ 50’ - 60’ 60’ 48’ - 66’24’ - 42’ 48’ - 66’24’ - 42’ Slip Lane Streetscape Master Plan 33 ‘B’ Street (Existing) 4 6 34 Yorkville Downtown Overlay District Figure 47 - River Access Signage (Google) Figure 48 - Road Resurfacing (Decatur Daily) Figure 49 - View Towards Water (Google) Tactical Interventions ‘B’ Street (Near-Term) The ‘B’ Streets should be less of an investment priority. They receive less of the pedestrian and vehicular traffic compared to Bridge Street, Hydraulic Street, and Van Emmon Street. It is imporant that they play a supporting role, but resource allocation should be minimal. Ensuring sidewalk continuity and basic maintenance should be the City's top priority. Having overgrown landscape shoulders, missing and poorly maintained portions of the sidewalks, and poor road surfacing are examples of issues that should be addressed. Downtown’s ‘B’ Streets should be eligible for resurfacing and landscape maintenance. One unique aspect of downtown’s ‘B’ Streets, which primarily run north/south, is how they terminate into the Fox River. Each of these moments where drivers and pedestrians can look down the street and have a visual connection to the river is an opportunity that should be taken advantage of by implementing such measures as prohibiting parking, providing an active or focal point of interest, and trimming back overgrown vegetation to reveal the water. Added Crosswalks Towards River Roadside Swale Improvements Additional Street Trees River Access Signage Public Art/Sculpture at Main Street Terminus Trim Vegetation for View Towards Water 1 2 3 4 6 5 River Access 2 Streetscape Master Plan 35 ‘B’ Street (Near-Term) Figure 50 - Basic Roadside Swale (NACTO) 1 3 2 4 5 6 36 Yorkville Downtown Overlay District As streets are rebuilt to support a changing downtown, it will remain important to minimize impact on the pleasant, historic character of the surrounding neighborhood. Careful design consideration to not over-correct the ‘B’ Streets should be maintained. Community members have expressed how they value the small-town character that brought many of them to Yorkville, or kept them there, in the first place. Roadside swales can be used to both direct and detain stormwater. Plantings can include a mixture of City contributions and resident contributions. This will allow the property owner to make some customizations to the extension of their front lawn. For example, small wooden bridges might connect the street with the sidewalk to their front door. These small customizations add to the character that already exists. Small details can make these streets more attractive, such as having a curbless intersection that allows stormwater runoff to enter the roadside swales. The edge of the street pavement can be a gravel transition that delineates between travel lane and shoulder. Trees could be planted irregularly or even provided by the property owners from an approved landscape palette. Sidewalks should be narrow, but continuous to have minimal impact while providing maximum connectivity. Figure 51 - Roadside Swale (Green Infrastructure Digest) Figure 52 - Roadside Swale (Mithun) Figure 53 - Roadside Swale (IPFS) Redefining Small Town Streets ‘B’ Street (Long-Term) River Access D O W N T O W N YORKVILLED O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE 10’ 12’12’ 10’ 12’ 8’8’5’5’12’ 13’13’ 6’6’ 12’ 4’ 4’4’13’13’ 2’2’11’11’ 14’12’ 12’18’ 12’ 12’8’8’ 8’ 23’23’4’4’6’ 6’ 6’ 6’4’22’16’2’12’8’8’ 6’10’10’Varies 6’ 72’ 72’60’ 50’ - 60’ 50’ - 60’ 60’ 48’ - 66’24’ - 42’ 48’ - 66’24’ - 42’ Slip Lane Streetscape Master Plan 37 ‘B’ Street (Long-Term) Emphasized Crosswalks Boat Launch River Views Landscape Buffer Restriped Parking ‘B’ Street 6 4 38 Yorkville Downtown Overlay District Figure 54 - Rolled Concrete Apron (Specify Concrete) Figure 55 - Personalized Swale (City of Seattle) Figure 56 - Bridge Over Swale (Chesapeake Dock) Fitting with the character, roadside swales are often seen along rural or small-town streets or highways. They can take many forms and be aesthetically pleasing or simply utilitarian. They help detain and direct stormwater runoff from the roadway and provide a layer of buffer between sidewalk and street. Swales can be personalized by adjacent property owners or fully planted and maintained by the City. Small pedestrian bridges can connect the street to sidewalk at each property. Each can take on a slightly different design language or be required to adhere to set design guidelines. These bridges could be a unique contribution to a ‘B’ Street that features minimal design qualities. Roadside Swales Over-Swale Pedestrian Bridges Curbless streets often become unkempt with grass, weeds and dirt loosely defining the edge between roadway and shoulder. To maintain visual tidiness, a 18”-24" concrete curb ribbon may be used to transition from roadway to landscape. This straight curb type is often used along roads to prevent vehicles from crossing over into a pedestrian walkway or any outdoor landscaped area and provides a barrier between the roadway and amenity zone. Concrete Curb Ribbon Apron 6 Streetscape Master Plan 39 Each component from street, to swale, to narrow residential sidewalk works together to maintain a small town feel. No improvements should look over-engineered or oversized on Yorkville’s quaint neighborhood streets. These ‘B’ Streets should feel like a place where kids can play in the street and parents can take a quiet nighttime stroll. Maintaining Small Town Charm Resurfaced Travel Lane Flood Tolerant Street Trees Continuous Swale Along N/S Streets Bridge Over Swale Private Property Concrete Curb Ribbon Apron 11’ Travel L a n e 11’ Cont. S w a l e 4’ Sidew a l k Private 2’ Concr e t e A p r o n 1 3 2 4 1 5 2 3 4 5 Figure 57 - ‘B’ Street Diagram (Farr Associates) 6 6 FRONT VIEW SIDE VIEW ALUMINUM SIGN STIFFENER MOUNTING HARDWARE EXISTING LIGHT POLE 1/8” ALUMINUM ACCENT 1/8” ALUMINUM ACCENT 1/8” ALUMINUM FIELD (RED) 1/8” ALUMINUM “Y” (CREAM) 1/8” ALUMINUM BORDER (CREAM) 3M CREAM VINYL 4.5” LETTERING 1/8” ALUMINUM PANEL W/ MAP PAINTED FINISHES 3M CREAM VINYL 3.75” LETTERING 4'-0" 5'-10" 9'-0" DOWNTOWN YORKVILLE COUNTY COURTHOUSE CITY HALL RIVERFRONT PARK FRONT VIEW SIDE VIEW ALUMINUM SIGN STIFFENER MOUNTING HARDWARE EXISTING LIGHT POLE 3'-9" 4'-0" 10'-0" 1/8” ALUMINUM ACCENT 1/8” ALUMINUM ACCENT 1/8” ALUMINUM FIELD (RED) 1/8” ALUMINUM “RIVER/BRIDGE” (CREAM) 1/8” ALUMINUM BORDER (CREAM) 3M WHITE VINYL4.5” LETTERING 1/8” ALUMINUM PANEL W/ MAP PAINTED FINISHES DOWNTOWN YORKVILLE PPUBLIC PARKING 40 Yorkville Downtown Overlay District Cohesive Downtown Signage Downtown Signage and Wayfinding Effectively navigating downtown is one of the major elements to be improved. For example, there is currently sufficient parking to accommodate patrons of the downtown uses; however, that parking is dispersed unevenly throughout downtown and is difficult to locate unless you are familiar with the area. Situations, such as no left turns allowed at the Bridge Street and Hydraulic Street intersection, make it difficult to navigate if a turn is missed and an opportunity to redirect is not obvious. One way to help alleviate this problem is through providing downtown signage. This signage can make a statement and solidify a cohesive brand and image for the area as a whole. From signage to banners or emblems, consistent, beautiful signage shows visitors that the city cares about providing an inviting user experience. Wayfinding Sign Directional Sign DOWNTOWN YORKVILLE YORKVILLE HOMETOWN DAYS FESTIVAL FRIDAY AUG. 31 - SUNDAY SEP. 02 5:00p-9:00p DOWNTOWN YORKVILLE YORKVILLE RIVER FEST FRIDAY JUL. 13 - SATURDAY JUL. 14 5:00p-10:00p SIDE VIEW 5" 8'-6" DOWNTOWN YORKVILLE FRONT VIEW 5'-5" 3'-6" 3” DIA. TAPCO POLE TAPCO DECORATIVE FINIALS TAPCO DECORATIVE BASE 2”X2” SQUARE ALUMINUM TUBING MOUNTING BRACKETS ENCLOSED LOCKING CABINET W/ CHANGEABLE GRAPHIC (INFORMATION BOX TO BE ILLUMINATED W/ WHITE SLOAN LEDS) CAM LOCK CUSTOM FABRICATED ALUMINUM CABINET W/ MAP PAINTED FINISH 3M WHITE VINYL 5.5” LETTERING 1/8” ALUMINUM FIELD (RED) 1/8” ALUMINUM “RIVER/BRIDGE” (CREAM) 1/8” ALUMINUM BORDER (CREAM) Streetscape Master Plan 41 DOWNTOWN YORKVILLE YORKVILLE HOMETOWN DAYS FESTIVAL FRIDAY AUG. 31 - SUNDAY SEP. 02 5:00p-9:00p DOWNTOWN YORKVILLE YORKVILLE RIVER FEST FRIDAY JUL. 13 - SATURDAY JUL. 14 5:00p-10:00p Information Kiosk Seasonal Banners 42 Yorkville Downtown Overlay District Starting with three different wayfinding sign types: (1) an informational kiosk; (2) pole mounted directional signage; and (3) branded wayfinding signage; Yorkville can make a near-term impact on how users navigate the area. Informational kiosks can house either rotating or stationary content, such as maps, historic markers, or recreational programming. Maps can help pedestrians identify where they are in relation to other nearby destinations and help them discover new places to explore. These kiosks will be sidewalk mounted and cater to the pedestrian over vehicles. Directional signage is most effectively mounted on the existing light poles in locations that help drivers know when to turn for parking or riverfront access. The directional signage should have a specific purpose of getting someone from point A to point B. Though these signs should be pole mounted and high enough to be visible for passing cars, they should also be easily visible to pedestrians. As with each type of sign, wayfinding signage should be both branded and informative, letting users know that they are located in the proper area or neighborhood and provide markers for points of interest. Points of interest within downtown Yorkville may include specific restaurants, the historic Kendall County Courthouse, County offices, Bicentennial Riverfront Park, and public parking lots. Figure 58 - Informational Kiosk (Trans Associates) Figure 59 - Directional Signage (Flickr) Figure 60 - Branded Wayfinding Signage (Google) Downtown Wayfinding 0’75’150’300’ F o x R i v e r S Bridge StreetN Bridge StreetE Fox Street W Ridge Street W Madison Street E Van Emmon Street E Hydraulic Street Mill StreetS Main StreetState StreetHeustis StreetKey Kiosk Parking Wayfinding i i i i i P P P P P P Streetscape Master Plan 43 Downtown Signage 44 Yorkville Downtown Overlay District Lighting is a key component of walkability, as it lends itself to creating a more safe environment for pedestrians. There are several streets where street lighting exists, but the lighting is inconsistent and is not always human-scaled. Lighting in the downtown can serve multiple functions, including branding the area, creating more vibrancy, and increasing safe conditions for residents and visitors. The increase and consistency of lighting gives people a sense of street character and trust of what is to come, and encourages walking and biking. Nancy Clanton of Clanton & Associates has provided lighting best-practices for municipalities by creating some “dos and don’ts” for street and facade lighting. In general, well-designed lighting strategies should not only light the area, but take into account all view angles while creating a beautiful ambiance without glare and annoyance. The list on page 45 expands on Nancy Clanton’s strategies. High color temperature (CCT) light sources have the highest concentration of blue light. Many municipalities are limiting the CCT of their street and pedestrian lighting to 3000K or less which is similar to the color of the setting sun. Dimming or turning off lighting is another strategy to reduce over- lighting an area. Ideally, light sources should change color over the course of the evening and into the late night. Blue light will enhance visibility during the rush hour, but as vehicular and pedestrian traffic decreases at night, the spectrum can minimize blue light and switch to the red range. Implement Lighting Best Practices Lighting Strategies Figure 61 - Street Lighting “Do” (American City and County) Figure 62 - Building Lighting “Do” (Houzz) Figure 63 - Public Space Lighting “Do” (Google) Streetscape Master Plan 45 Figure 64 - Street Lighting “Don’t” (Farr Associates) Figure 65 - Building Lighting “Don’t” (Farr Associates) Figure 66 - Public Space Lighting “Don’t” (Google) Street Lighting • Light sidewalks and streets appropriately for the neighborhood and explicitly where needed • Use low-glare streetlights • Minimize uplight of all kinds (cobra lights, etc.) Building Lighting • Mount light at the top of facades and aim inward • Emphasize architectural features such as columns and arches using beam distributions • Use warm-colored, dim light Public Space Lighting • Define the space with lighting of a consistent type and brightness • Dimly light the features where people gather: seating areas, outdoor dining, public parks and plazas Street Lighting • Use streetlights to light yards and private property • Overlight • Use high-glare streetlights Building Lighting • Aim across a visual path with a floodlight • Aim up a façade • Overlight • Select glaring luminaries Public Space Lighting • Light individual elements unless they are features • Flood the public space with heavy lighting • Appear messy and unorganized • Include multiple types of lighting accomplishing the same goal Lighting “Dos” Lighting “Don’ts” 46 Yorkville Downtown Overlay District It is widely understood that stormwater runoff from roofs, pavement, and other urban surfaces are contributing to water body degradation and flooding. Minimizing this impact, particularly in urban contexts, is often difficult because of the amount of land dedicated to dense buildings, supportive surface parking lots, and wide streets with generous sidewalks; however, there are strategies to accommodate both the urban and green infrastructure solutions. Yorkville has been a settlement for a long time - even longer than many other cities and villages in the greater Chicago area. The Fox River was the main reason for locating Yorkville where it is today, so taking measures to preserve the water quality, beauty, and function of the river should be a priority. The City has old stormwater infrastructure, so removing some of the burden would help to lengthen its useful life. As capital improvements occur, there is an opportunity to do two things: 1) updated the stormwater infrastructure and 2) construct green infrastructure in the public rights-of-way to reduce potential negative impacts of storm surges and surface runoff degradation the Fox River. Strategies such as rain gardens, bioswales on the sloped streets, or even green roofs could all contribute to beauty and utility. Green Infrastructure Stormwater Management Figure 67 - Residential Rain Garden (Metro Blooms) Figure 68 - Rain Garden Off Curbless Street (Prairie Rivers) Figure 69 - Rain Garden Signage (City of Springfield, MO) Green infrastructure is not familiar to everyone, so these can be excellent educational opportunities for the public. Signage and story-telling of why the City is placing rain gardens next to sidewalks and bioswales cascading down slopes could encourage residents to invest in doing the same on their properties. Additionally, the City could incentivize rain gardens or rain water cisterns for private residences to minimize negative impacts on natural resources and reduce flooding. Signage Encouraging Awareness Streetscape Master Plan 47 Permeable paving products, such as porous asphalt and concrete, as well as permeable pavers allow water to pass through the surface and into a stone storage layer below. The water stored in the stone layer either infiltrates into the soil below or is slowly released to a sewer or other drainage system to reduce stormwater runoff volumes and rates. Sediment, metals, and organic compounds are filtered and/ or biologically treated as the runoff moves through and is stored in the system. Properly designed permeable paving systems are applicable to both pedestrian and vehicular areas. Permeable paving should be avoided in the through lanes of high traffic areas (such as County and State highway routes) and areas of high sediment or other pollutant loading that could clog the system or overwhelm the system’s ability to treat typical urban runoff pollutants. Ideal locations for pervious pavement might be Hydraulic Street, parallel parking lanes, mid-block alleys, and surface parking lots. Pervious Pavement Figure 70 - Pervious Pavers (Techniseal) Figure 71 - Pervious Pavers (MWMO) Figure 72 - Paver Laying Machine (Detroit News) Pavers appear laborious to lay down in large quantities, such as a street or sidewalk; however, technology advancements have bred paver laying machines that lay down entire swaths of pavers in one motion. This drastically minimizes installation times, but still provides that hand-laid, classic look that is often loved for its character. Pavers can be cost competitive to concrete, because of the external impact it has on sizing stormwater infrastructure systems. Installing Pervious Pavers 48 Yorkville Downtown Overlay District Yorkville’s current downtown does not compete well with some of the loved downtowns nearby, such as Oswego and Plainfield; however, it should not need to directly compete. Yorkville can distinguish itself with its own identity and unique character as a community. There are few better ways to do this than through public art. First and foremost, public art is free. Anyone can experience and enjoy it. It also adds a layer of uniqueness when so many downtowns attempt to emulate each other and therefore lose some of their authenticity. There are plenty of opportunities for public art, from blank walls on the sides of buildings, to vacant parcels and parking lots, and even the grain elevator. Each can become a canvas for community expression. The City should seek to commission works in addition to allowing community members to contribute pieces to the collection through interactive events for residents of all ages. When everyone can get involved, there is more of a sense of ownership over the end product. Public art is a medium to show visitors what Yorkville is all about. The Role of Public Art Public Art and Sculpture Figure 73 - Wall Mural on Blank Wall (City of Missouri City) Figure 74 - Interactive Sculpture (ISU College of Design) Figure 75 - Temporary Installation (Playscapes) Not only can art be something to experience visually, but it can also be interactive. This can be done through sculptures that encourage climbing or provide a backdrop for a photograph. Art can cater to children and adults alike and should remain informal enough to fit into Yorkville’s beloved small-town character. Make it Interactive! 0’75’150’300’ F o x R i v e r S Bridge StreetN Bridge StreetE Fox Street W Ridge Street W Madison Street E Van Emmon Street E Hydraulic Street Mill StreetS Main StreetState StreetHeustis StreetKey Wall Mural on Blank Wall Interactive Sculpture Temporary Installation Streetscape Master Plan 49 Potential Public Art Locations 50 Yorkville Downtown Overlay District (Page intentionally left blank) Supplemental Content 51 Appendix Supplemental Content Website Survey Results Context Scale Analysis Mapping Site Scale Analysis Mapping p. 68 p. 60 p. 52 52 Yorkville Downtown Overlay District The Downtown Overlay District context scale includes both the defined downtown from the 2016 Comprehensive Plan and the immediate surrounding areas, which includes the north banks of the Fox River. The following series of analysis maps reveals that downtown Yorkville has a variety of commercial, industrial, and public land uses surrounded by primarily lower density single-family housing. The underlying zoning allows for a more intense development pattern than currently exists; therefore, downtown has potential to densify and redevelop to more intense land uses. With relatively high traffic counts along Bridge Street, downtown experiences crosstown traffic that makes it visible and accessible by pedestrians and vehicles, and it could take advantage of higher traffic through non-residential uses. A TIF 1 and 2 are current and future strategies that seek to encourage reinvestment in the downtown. Though the TIF boundaries are not consistent with the downtown boundary defined in the map, it does include much of the downtown land and parcels along the Fox River. Parcels along the Fox River may be the most attractive to investors because of the views towards the river and access to recreation. Investment in public space along the river has helped provide a destination for visitors and residents alike. Additionally, recreational bicycle facilities, trails, and connections to the greater trail system offer opportunities to improve quality of life and may become a catalyst for future real estate investment. Downtown Overlay District Downtown Overlay Context Scale S. Bridge StreetN. Bridge StreetKing StreetLiberty StreetE. Main Street E. Hydraulic Str e e t E. Van Emmon Street E. S c h o o l h o u s e R o a d E Fox Street W Fox Str e et Mill StreetS Main StreetMorgan StreetHeustis StreetRiver Road E. Somonauk Street McHugh RoadF o x R i v e r Supplemental Content 53 Area Scale Map (Aerial)0’150’300’600’ S. Bridge StreetN. Bridge StreetKing StreetLiberty StreetE. Main Street E. Hydraulic Str e e t E. Van Emmon Street E. S c h o o l h o u s e R o a d E Fox Street W Fox Str e et Mill StreetS Main StreetMorgan StreetHeustis StreetRiver Road E. Somonauk Street McHugh RoadF o x R i v e r Key B-1 Local Business B-2 Retail Commerce Business B-3 General Business O Office M-1 Limited Manufacturing R-1 Single-Family Suburban Residence R-2 Single-Family Traditional Residence R-2D Two-Family Attached Residence R-3 Multifamily Attached Residence R-4 General Multifamily Residence OS-1 Open Space (Passive) OS-2 Open Space (Recreational) A-1 Agricultural 54 Yorkville Downtown Overlay District Existing Zoning Classifications 0’150’300’600’ S. Bridge StreetN. Bridge StreetKing StreetLiberty StreetE. Main Street E. Hydraulic Str e e t E. Van Emmon Street E. S c h o o l h o u s e R o a d E Fox Street W Fox Str e et Mill StreetS Main StreetMorgan StreetHeustis StreetRiver Road E. Somonauk Street McHugh RoadF o x R i v e r Key Residential Commercial Office Industrial Public / Quasi-Public Park / Open Space Supplemental Content 55 Existing Land Uses 0’150’300’600’ F o x R i v e r S. Bridge StreetN. Bridge StreetKing StreetLiberty StreetE. Main Street E. Hydraulic Str e e t E. Van Emmon Street E. S c h o o l h o u s e R o a d E Fox Street W Fox Str e et Mill StreetS Main StreetMorgan StreetHeustis StreetRiver Road E. Somonauk Street McHugh RoadKey TIF 1 Parcels Excluded from TIF 2 (Existing) TIF 1 Parcels Retained in TIF 2 (Existing) New TIF 2 Parcels (Approved) 56 Yorkville Downtown Overlay District Existing TIF Boundaries 0’150’300’600’ F o x R i v e r S. Bridge StreetN. Bridge StreetKing StreetLiberty StreetE. Main Street E. Hydraulic Str e e t E. Van Emmon Street E. S c h o o l h o u s e R o a d E Fox Street W Fox Str e et Mill StreetS Main StreetMorgan StreetHeustis StreetRiver Road E. Somonauk Street McHugh RoadSupplemental Content 57 Average Annual Daily Traffic (AADT) 17,40011,8006,9 0 0550800 850 600 2,800 3,200 18,9003,050 1,700 4,3503,500 0’150’300’600’ F o x R i v e r S. Bridge StreetN. Bridge StreetKing StreetLiberty StreetE. Main Street E. Hydraulic Str e e t E. Van Emmon Street E. S c h o o l h o u s e R o a d E Fox Street W Fox Str e et Mill StreetS Main StreetMorgan StreetHeustis StreetRiver Road E. Somonauk Street McHugh RoadKey Proposed Trailhead Proposed Trails Existing Parks and Open Space 58 Yorkville Downtown Overlay District Parks and Proposed Trail Network F o x R i v e r S. Bridge StreetN. Bridge StreetKing StreetLiberty StreetE. Main Street E. Hydraulic Str e e t E. Van Emmon Street E. S c h o o l h o u s e R o a d E Fox Street W Fox Str e et Mill StreetS Main StreetMorgan StreetHeustis StreetRiver Road E. Somonauk Street McHugh RoadKey Loop Trail A Loop Trail B Loop Trail C Supplemental Content 59 Proposed Loop Trail System 60 Yorkville Downtown Overlay District The Downtown Overlay District site scale includes most of the downtown as defined in the 2016 Comprehensive Plan, as well as the immediate areas to the north and south. The following series of analysis maps illustrates that downtown Yorkville features a walkable grid; however, certain factors are minimizing its effectiveness. Notable contributing factors include segments of non-continuous sidewalks, primary building entries being oriented towards parking lots, and blocks that feature highly visible surface parking. The primary stretch of downtown is defined by buildings that are built to the sidewalk in a continuous row along Bridge Street; however, Bridge Street’s priority as a truck route has added to an anti-pedestrian feel. With only a small stretch of downtown being defined by urban building types, walkability is limited. There are few buildings taller than two-stories, which reduces visual cues that downtown Yorkville is in fact a downtown. Some exceptions to this include the historic courthouse and grain elevator, which provide a unique sense of place. Large, vacant, or underutilized parcels are ripe for redevelopment and, with generous underlying zoning, should be attractive investments with modified guidelines. Downtown Overlay District Downtown Overlay Site Scale F o x R i v e r S Bridge StreetE Fox Street E Washington Street E Ridge Street E Van Emmon Street E Hydraulic Street Mill StreetS Main StreetMorgan StreetAdams StreetState StreetHeustis StreetSupplemental Content 61 Area Scale Map (Aerial)0’75’150’300’ F o x R i v e r S Bridge StreetE Fox Street E Washington Street E Ridge Street E Van Emmon Street E Hydraulic Street Mill StreetS Main StreetMorgan StreetAdams StreetState StreetHeustis StreetKey State-owned County-owned City-owned Private-owned 62 Yorkville Downtown Overlay District Parcel Ownership 0’75’150’300’ F o x R i v e r S Bridge StreetE Fox Street E Washington Street E Ridge Street E Van Emmon Street E Hydraulic Street Mill StreetS Main StreetMorgan StreetAdams StreetState StreetHeustis StreetKey Building Entry Commercial Building Public Building Supplemental Content 63 Commercial Buildings & Frontages 0’75’150’300’ F o x R i v e r S Bridge StreetE Fox Street E Washington Street E Ridge Street E Van Emmon Street E Hydraulic Street Mill StreetS Main StreetMorgan StreetAdams StreetState StreetHeustis StreetKey Existing Sidewalk 64 Yorkville Downtown Overlay District Existing Sidewalks 0’75’150’300’ F o x R i v e r S Bridge StreetE Fox Street E Washington Street E Ridge Street E Van Emmon Street E Hydraulic Street Mill StreetS Main StreetMorgan StreetAdams StreetState StreetHeustis StreetKey State Route Illinois Railway Inc. Supplemental Content 65 0’75’150’300’ROW Width and Ownership 60’ ROW 60’ ROW 50’ ROW 60’ ROW 60’ ROW60’ ROW80’ ROW60’ ROW60’ ROW60’ ROW50’ ROW50’ ROW50’ ROW50’ ROW80’ ROW66’ ROW 66’ RO W 66’ ROW 66’ ROW 66’ ROW F o x R i v e r S Bridge StreetE Fox Street E Washington Street E Ridge Street E Van Emmon Street E Hydraulic Street Mill StreetS Main StreetMorgan StreetAdams StreetState StreetHeustis StreetKey >50,000 sf 25,000 - 50,000 sf 10,000 - 25,000 sf <10,000 sf 66 Yorkville Downtown Overlay District Parcel Area 0’75’150’300’ F o x R i v e r S Bridge StreetE Fox Street E Washington Street E Ridge Street E Van Emmon Street E Hydraulic Street Mill StreetS Main StreetMorgan StreetAdams StreetState StreetHeustis StreetKey 5-story (52 - 64 feet) 4-story (40 - 52 feet) 3-story (28 - 40 feet) 2-story (16 - 28 feet) 1-story (up to 16 feet) Supplemental Content 67 Building Heights 0’75’150’300’ 68 Yorkville Downtown Overlay District The Yorkville Downtown Overlay District website survey was posted between February 19, 2018, and March 12, 2018. The survey gathered 473 responses. The survey participants were conentrated in the 18 - 49 years old range. Key takeaways from the online survey include: • A faster actual driving speed on Bridge Street is revealed • People seem to feel safer than expected walking along Bridge Street; however, online comments conflict • There is a perceived or real lack of parking • Bridge Street is clearly important from a downtown image standpoint • All gateway elements seem popular; however, the overhead lights are leading • Bridge Street, Hydraulic Street, and Van Emmon Street are the focus • The form-based code should not regulate architectural www.downtownyorkville.com/ Website Survey Results style to leave flexibility • The “step back” question was difficult to comprehend in the survey format • The front of Bridge Street needs a makeover Supplemental Content 69 Which is our age group? When was the last time you visited downtown? Question 1 Question 2 70 Yorkville Downtown Overlay District What is the primary reason you come to downtown? (Check multiple) Where was the first place you lived as an adult? Question 3 Question 4 Supplemental Content 71 How fast do you drive through downtown on Bridge Street? Would you feel safe walking along Bridge Street? Question 5 Question 6 72 Yorkville Downtown Overlay District What is missing most from downtown? (Check multiple) Which image most represents your vision of downtown? Question 7 Question 8 Supplemental Content 73 Which street character do you prefer? Should Bridge Street be a gateway to downtown? Question 9 Question 10 74 Yorkville Downtown Overlay District Which is a preferred gateway element into downtown? Which street do you most consider an ‘A’ Street? (Check multiple) Question 11 Question 12 Supplemental Content 75 Which architectural character do you prefer? Would attached housing be a good fit downtown? Question 13 Question 14 76 Yorkville Downtown Overlay District Would multi-family housing be a good fit downtown? After how many stories should upper levels “step back” from the facade? Question 15 Question 16 Supplemental Content 77 Which place would you invest in first? Question 17 78 Yorkville Downtown Overlay District (Page intentionally left blank) YORKVILLE Downtown Overlay District Form-Based Code United City of Yorkville Farr Associates Former Mayor Gary J. Golinski Bart Olson, City Administrator Erin Willrett, Assistant City Administrator Krysti Barksdale-Noble, Community Development Director Jason Engberg, Senior Planner Eric Dhuse, Public Works Director Lisa Pickering, City Clerk Richard T. Hart, Chief of Police Tim Evans, Director of Parks and Recreation Brad Sanderson, EEI, Engineering Consultant Acknowledgements City Council Mayor John Purcell Joel Frieders, Alderman Chris Funkhouser, Alderman Ken Koch, Alderman Jacquelyn Milschewski, Alderman Jason Peterson, Alderman Arden Joe Plocher, Alderman Seaver Tarulis, Alderman Daniel Transier, Alderman Planning and Zoning Commissioners Randy Harker, Chairman Reagan Goins, Commissioner Debra Horaz, Commissioner Don Marcum, Commissioner Jeff Olson, Commissioner Richard Vinyard, Commissioner Daniel Williams, Commissioner FINAL DRAFT SEPTEMBER 18, 2019 3DRAFTTable of Contents 10-21-1 Introduction 1.A. Title 1.B. Intent 1.C. Overview of the Code 1.D. Applicability 1.E. How to Use The Code 1.F. Development Approval Process 1.G Nonconforming Structures 1.H Definitions 10-21-2 Districts 2.A. S1: Bridge Street District 2.B. S2: Hydraulic Street District 2.C. S3: Van Emmon Street District 2.D. S4: ‘B’ Street District 2.E. S5: ‘B’ Street - Residential District 2.F. Hierarchy of Districts 2.G. Primary Streets 10-21-3 Uses 3.A. General Provisions 3.B. Permitted Use Table 3.C. Use Requirements 10-21-4 Building Types 4.A. Introduction to Building Type Standards 4.B. Explanation of Building Type Table Standards 4.C. Downtown Commercial Building Type Siting Height & Use Facade & Roof 4.D. Downtown Living Building Type 4.E. Cottage Commercial Building Type 4.F. Civic Building Type 4.G. Attached Building Type 4.H. Yard Building Type 4.I. Entrance Types 4.J Roof Types 4.K Additional Design Requirements Materials and Color Windows, Awnings, and Shutters Rear Parking Facade Design Balconies 10-21-5 Site Development Standards 5.A. Signage 5.B. Parking Applicability Requirements (#) Multiple Use Reductions Credits Bicycle Parking Access 5.C. Landscape 5.D. Street Guidelines 5.E Temporary Structures Yorkville Downtown Overlay District Form-Based Code4DRAFTA. Title This Article 10-21 shall be known, cited, and referred to as the Downtown Overlay District code. Any reference to this Article following its effective date shall mean this entire Article as it may hereafter be amended. B. Intent It is the intent of this Article to provide development standards to the United City of Yorkville for downtown and adjacent redevelopment areas that promote public health, safety, and general welfare of the community, including, but not limited to the specific purposes set forth below. 1. To guide the development of a mix of uses and a pedestrian- oriented environment as established in the United City of Yorkville 2016 Comprehensive Plan, adopted September 2016, and the 2019 Yorkville Downtown Overlay District Streetscape Master Plan. 2. To provide for a mix of housing types within the Downtown Overlay District and adjacent areas for people of all ages and lifestyles. 3. To achieve development that is appropriate in scale and intensity for the Downtown Overlay District and adjacent neighborhoods. C. Overview of the Code 1. Section 10-21-2: Districts. These regulations are organized within street types for adoption into the City’s existing code. These zoning districts shall be mapped on the City’s Zoning Map; however, the Primary Streets designation shall be referenced from Figure 10- 21-2G (4). The following Districts are established for mixed use, commercial, and residential development within downtown and adjacent redevelopment areas. Figure 10-21-1B (1) illustrates the locations for the districts. S1: Bridge Street District S2: Hydraulic Street District S3: Van Emmon Street District S4: ‘B’ Street District S5: ‘B’ Street - Residential District 3. Section 10-21-3: Uses. Use requirements are defined in Section 10-21-3 for each of the Street Districts. Uses may also be further limited by the Building Types. Refer to Section 10-21-2 Building Types and the “Uses” section in the tables per building type. 4. Section 10-21-4: Building Types. Six (6) Building Types are defined for use in the Street Districts. A mix of building types are typically permitted per district. These Building Types outline the desired building forms for the new construction and renovation of structures and contain regulations that determine physical building elements such as build-to-zones, transparency levels, entrance location, and parking location. Refer to Figure 10-21-4A (1) for a typical Building Type page layout. 5. Section 10-21-5: Site Development Standards. The site development standards provide references to other City ordinances or parts of the zoning ordinance and may include additional information or revision to those ordinances applicable only to the Street Districts. These include signage, parking, and landscape. D. Applicability These regulations apply to the downtown and adjacent redevelopment areas within the City as mapped on the City’s zoning map. Refer to Figure 10-21-1B (1) for affected parcels. E. How to Use the Code. Refer to Figure 10-21-1D (1) for a step by step illustration about applying the code to a parcel. Throughout this section, call out boxes titled “How to Use the Code” appear with code application instructions. F. Development Approval Process 1. Site Plan Review. An approved site plan is required for the development or redevelopment of all parcels in any District (refer to 10-4 of the Zoning Ordinance) with the following revisions: (a) The Community Development Director may approve a major site plan if the site plan complies with all requirements of the city’s zoning ordinance. If the Community Development Director denies approval of a major site plan, including the provision of written comments as to the reason for such denial, the denial may be appealed by the applicant to the Planning and Zoning Commission for review. The Planning and Zoning Commission shall then recommend approval to City Council the major site plan, recommend approval to City Council of the major site plan with conditions, or recommend denial of the site plan to City Council. 2. Deviations. The Applicant shall submit requested deviations to the Community Development Director with the Site Plan application. The Community Development Director may approve deviations to a site plan for the following: (a) Minor Deviations. The Community Development Director may approve minor deviations to any dimension or percentage as follows: i. The location of the building within up to one (1) foot from any minimum yard requirement or build-to zone width/ location. ii. Up to five percent (5%) increase in total impervious coverage, not to exceed the total amount of permitted impervious plus semi-pervious coverage. iii. Up to five percent (5%) decrease in Front Property Line coverage. iv. Additional height of any story up to two (2) feet, as long as the overall building height does not exceed the allowable height of all floors at their maximum permitted height. (b) Design Deviations. The Community Development Director shall review and make a recommendation for the following deviations: i. Alternative Building Materials. The Director may approve alternative building materials from the requirements of Section 10-21-5, with the exception of the prohibited materials. For approval, the Applicant shall submit samples and local examples of the material a minimum of four weeks prior to the review, to allow site visits to the location. 10-21-1 Introduction FINAL DRAFT SEPTEMBER 18, 2019 5 10-21-4 Building Types 10-21-5 Development Standards 10-21-1 Introduction 10-21-1F Administration What Building Types are permitted in my designated district(s)? Refer to Section 10-21-4 Building Types. Determine permitted Building Types per district in Table 10-21-4A (1) Permitted Building Types by District. Select one Building Type per building or segment of building. Refer to the applicable Building Type regulations for building siting, height, use restrictions, street facade requirements, and roof type requirements found in Sections 10-21-4C through 10-21-4K. General Design Requirements apply. Refer to Section 10-21-4. 10-21-3 Uses What uses are permitted in my designated district(s)? Refer to Section 10-21-2 Uses. Determine permitted uses per district in Table 10-21-3B (1) Permitted Uses. Other standards per Section 10-21-3 may apply. What other requirements apply to Yorkville districts? Refer to Section 10-21-5 Site Development Standards. Refer to the applicable Signage, Parking, Landscape, Street, and Temporary Structure requirements found in Sections 10-21-5A through 10-21-5E. What are the City’s submittal requirements? Locate your parcel on the Yorkville Regulating Plan to determine district. Refer to Figure 10-21-1B (1) Yorkville Regulating Plan and Section 10-21-2 Districts for district descriptions. Refer to Section 10-21-1F Administration for the required submittal processes. Figure 10-21-1D (1). Yorkville Code Flow Chart. How To Use The Code DRAFT10-21-1 Introduction ii. Facade Variety Alternative. The Director may approve a reprieve from the facade variety requirements in Section 10-21-4. The Applicant shall submit fully rendered elevations and three (3) dimensional drawings of all street facades with materials samples for all surfaces to prove a higher quality building design with variation and relief from monotony. (c) Existing Building Deviations. The Planning and Zoning Commission shall review and make a recommendation to City Council for the following deviations, when applied to the renovation of an existing building(s): i. For renovation of existing buildings, the maximum front property line coverage may be waived with an existing coverage of sixty percent (60%); however, any expansion on the ground story shall contribute to the extension of the front property line coverage. ii. For renovation of existing buildings, the location of the building within up to five (5) feet from any minimum yard requirement or build-to zone width/location. iii. For renovation of existing buildings, the minimum height of the ground story and upper story may be increased or decreased by up to two (2) feet for existing stories. iv. For renovation of existing buildings, other required dimensions may be modified up to five (5) feet or ten percent (10%), whichever is less, unless otherwise modified by this section. G. Nonconforming Structures 1. Nonconforming Uses. Refer to Section 10-15 of this Article for Non- Conforming Uses requirements with the following exception and addition. 2. Nonconforming Structures. The following regulations allow for the continuation of occupation of a structure that was legally constructed prior to the adoption or amendment to this code, but that could not occur under the provisions of this code. (a) All Building Type standards apply to all new construction and renovation of existing structures, where the renovation includes an addition of more than sixty percent (60%) in gross building square footage. (b) When the existing front or corner facade is located within the build-to zone and a renovation of the front facade occurs with or without any added building square footage, the Street Facade Requirements and Entrance Type Requirements of any permitted Building Type shall be met when the renovation includes any of the following: i. Installation of additional doors or a change in location of a door; ii. Expansion or change in location of thirty percent (30%) of windows on any street façade; or iii. Replacement of thirty percent (30%) or more of facade materials on any street facade with a different facade material. (c) When the existing building front or corner facade is located within the build-to zone and a renovation of the shape or style of the roof occurs with or without added building square Yorkville Downtown Overlay District Form-Based Code6 0’75’150’300’ F o x R i v e r S Bridge StreetN Bridge StreetE Fox Street W Ridge Street W Madison Street E Van Emmon Street E Hydraulic Street Mill StreetS Main StreetState StreetHeustis StreetKey Bridge Street Hydraulic Street Van Emmon Street ‘B’ Street ‘B’ Street - Residential Figure 10-21-1B (1). Yorkville Form-Based Districts Regulating Plan.DRAFT10-21-1 Introduction Note: Street Districts on primary streets may turn any corner and extend up to 100’ down any side street. FINAL DRAFT SEPTEMBER 18, 2019 7DRAFTfootage, the Roof Type Requirements of any permitted Building Type shall be met. (d) Under all circumstances, no portion of the Building Type standards must be met in the case of normal repairs required for safety and continued use of the structure, such as replacement of window or door glass. H. Definitions For the purposes of this document, the following terms shall have the following meanings: Applicant. The Owner of a subject property or the authorized representative of the Owner on which a land development application is being made. Block. Refer to Section 10-2-3 for definition. Block Depth. A Block measurement that is the horizontal distance between the Front Lot Line on a Block Face and the Front Lot Line of the parallel or approximately parallel Block Face. Block Ends. The Lots located on the end of a Block; these Lots are often larger than the Lots in the interior of the Block or those at the opposite end of the Block and can be located on a more intense Street Type. They are typically more suitable for more intensive development, such as multiple family or mixed Use development. Block Face. The aggregate of all the building Facades on one side of a Block. Block Length. A Block measurement that is the horizontal distance along the Front Lot Lines of the Lots comprising the Block. Building Type. The Facade of a structure defined by the combination of configuration, form, and function as it relates to the adjacent street. Refer to 10-21-4B Building Type Standards for more information and the list of permitted Building Types. Build-to Zone. An area in which the front or corner side facade of a building shall be placed; it may or may not be located directly adjacent to a lot line. The zone dictates the minimum and maximum distance a structure may be placed from a lot line. Refer to Figure 10-21-1H (3). Courtyard. An outdoor area enclosed by a building on at least three (3) sides and is open to the sky. Coverage, Building. The percentage of a Lot developed with a Principal or Accessory Structure. Coverage, Impervious Site. The percentage of a Lot developed with Principal or Accessory Structures and Impervious Surfaces, such as driveways, sidewalks, and patios. Refer to “Lot Coverage” in Section 10-2-3. Eave. The edge of a pitched roof, typically overhangs beyond the side of a building. Entrance Type. The permitted treatment types of the Ground Floor Facade of a Building Type. Refer to Section 10-21-4I for more information and a list of permitted Entrance Types. Expression Line. An architectural feature consisting of a decorative, three (3) dimensional, linear element, horizontal or vertical, protruding or indented at least two (2) inches from the exterior facade of a building typically utilized to delineate the top or bottom of floors or stories of a building. Facade. The exterior face of a building, including but not limited to the wall, windows, windowsills, doorways, and design elements such as Expression Lines. The front facade is any building face adjacent to the Front Lot Line. Frontage District. A type of zoning district specific to this Article, where the location, height and bulk of structures is defined by Building Types. Refer to Section 10-21-4. Landscape Area. Area on a Lot not dedicated to a structure, parking or loading facility, frontage buffer, side and rear buffer, or interior parking lot landscaping. Landscape Areas may include landscape, sidewalks, patios, or other pedestrian amenities. Lot, Flag. Refer to Section 10-2-3 for definition. Refer to Figure 10-21- 1H (2). Lot, Interior. For the purposes of this Chapter, a parcel of land abutting a vehicular Right-of-Way, excluding an Alley, along one Lot Line; surrounded by Lots along the remaining Lot Lines. Lot, Through. Refer to Section 10-2-3 for definition. Refer to Figure 10- 21-1H (2). Lot Area. Refer to Section 10-2-3 for definition; it is typically denoted in square feet or acres. Lot Depth. For the purposes of this Chapter, the smallest horizontal distance between the Front and Rear Lot Lines measured approximately parallel to the Corner and/or Side Lot Line. Refer to Figure 10-21-1H (2). Lot Frontage. Refer to Section 10-2-3 for definition. Lot Line, Corner. For the purposes of this Chapter, a boundary of a Lot that is approximately perpendicular to the Front Lot Line and is directly adjacent to a public Right-of-Way, other than an Alley or railroad. Refer to Figure 10-21-1H (2). Lot Line, Front. For the purposes of this Chapter, the boundary abutting a Right-of-Way, other than an Alley, from which the required Setback or Build-to Zone is measured, with the following exceptions. (a) Corner and through Lots that abut a Primary Street (refer to Figure 10-21-2G (4)) shall have the Front Lot Line on that Primary Street. (b) Corner and Through Lots that abut two (2) Primary Streets or do not abut a Primary Street shall utilize the orientation of the two (2) directly adjacent lots, or shall have the Front Lot Line determined by the Director. (c) Lot Line, Rear. Refer to Section 10-2-3 for definition. Refer to Figure 10-21-1H (2). Occupied Space. Interior building space regularly occupied by the building users. It does not include storage areas, utility space, or parking. Open Space. Refer to Section 10-2-3 (Public Open Space and Usable Open Space) for definitions. Open space may also be utilized to host temporary private or community events, such as a farmer’s 10-21-1 Introduction Yorkville Downtown Overlay District Form-Based Code8DRAFT10-21-1 Introduction market or art fair. Pedestrianway. A pathway designed for use by pedestrians; it can be located mid-block allowing pedestrian movement from one street to another without traveling along the block’s perimeter. Pervious Surface. Also referred to as pervious material. A material or surface that allows for the absorption of water into the ground or plant material, such as permeable pavers or a vegetated roof. Primary Street. A street that receives priority over other streets in terms of setting front lot lines and locating building entrances. Refer to Figure 10-21-2G (4) for mapped Primary Streets. Roof Type. The detail at the top of a building that finishes a Facade, including a pitch roof with various permitted slopes and a parapet. Refer to 10-21-4I for more information and a list of the permitted Roof Types. Scale. The relative size of a building, street, sign, or other element of the built environment. Semi-Pervious Surface. Also referred to as semi-pervious material. A material that allows for at least forty percent (40%) absorption of water into the ground or plant material, such as pervious pavers, permeable asphalt and concrete, or gravel. Setback. For the purposes of this Chapter, the horizontal distance from a Lot Line inward, beyond which a structure may be placed. For the purposes of this Chapter, structures and parking lots are not permitted within a Setback, unless specifically stated otherwise in this Chapter. Refer to Figure 10.21.1H (1). Solar Reflectance Index (SRI). A measure of a constructed surface’s ability to reflect solar heat, as shown by a small temperature rise. The measure utilizes a scale from zero (0) to one hundred (100) and is defined so that a standard black surface is zero (0) and a standard white surface is one hundred (100). To calculate for a given material, obtain the reflectance value and emittance value for the material; calculate the SRI according to ASTM E 1980-01 or the latest version. Story. For the purposes of this Chapter, a habitable level within a building measured from finished floor to finished floor. Refer to Section 10-21-4 for dimensions. Story, Ground. Also referred to as ground floor. The first floor of a building that is level to or elevated above the finished Grade on the Front and Corner Facades, excluding basements or cellars. Story, Half. For the purposes of this Chapter, a story either in the base of the building, partially below grade and partially above grade, or a story fully within the roof structure with transparency facing the street. Story, Upper. Also referred to as upper floor. The floors located above the Ground Story of a building. Street Face. The Facade of a building that faces a public Right-of-Way. Street Frontage. Also refer to Lot Frontage. The portion of a building or Lot directly adjacent to a vehicular Right-of-Way. Street Termini. At a three (3)-way or “T” intersection, it is the location where one street terminates at the other street. Streetwall. The vertical plane created by building Facades along a street. A continuous Streetwall occurs when buildings are located in a row next to the sidewalk without vacant Lots or significant Setbacks. Transparency. The measurement of the percentage of a facade that has highly transparent, low reflectance windows. Mirrored glass is not permitted. Yard. Refer to Section 10-2-3 for definition. Refer to Figure 10-21-1H (3) Illustration of Yards. Note that the Rear Yard is fully screened from the street by the Structure. (a) Yard, Corner Side. A Yard extending from the corner side building Facade along a Corner Side Property Line between the Front Yard and Rear Property Line. (b) Yard, Front. Refer to Section 10-2-3 for definition. (c) Yard, Rear. Refer to Section 10-2-3 for definition. (d) Yard, Side. Refer to Section 10-2-3 for definition. Visible Basement. A half story partially below grade and partially exposed above with required transparency on the street facade. FINAL DRAFT SEPTEMBER 18, 2019 9Side YardStreetStreet Setback LineSetback LineStreet Build-to Zone Build-to ZoneBuild-to Zone Setback Line Corner Side Yard= Yard Corner Lot Corner Lot Corner Lot Corner Lot Interior Lot Flag Lot Interior Lot Interior Lot Through Lot Lot Frontage Corner Lot Line Front Lot LineRear Lot LineLot WidthLot DepthStreetStreet StreetStreetStreet Street Front Yard Principal Building Principal Building Side YardSide YardFront Yard Rear YardRear Yard Figure 10-21-1H (3). Illustration of Yards. Figure 10.21.1H (1). Build-to Zone vs. Setback Line. Figure 10-21-1H (2). Lots.DRAFT10-21-1 Introduction Build-to Zone vs Setback Line A setback line indicates the closest a building may be placed to a property line, but is silent on where behind that line a building may be placed. A build-to zone indicates a zone or area in which the Facade of a building must be located. The use of a build-to zone allows some control over building placement, while the range provides some flexibility. This method also provides an element of predictability that is absent when the only requirement is to locate a building beyond a certain line. Yorkville Downtown Overlay District Form-Based Code10DRAFT10-21-2 Districts The following Districts are established for mixed use, commercial, and residential development within downtown and adjacent redevelopment areas. Figure 10-21-1B (1) illustrates the locations for the districts. S 1: Bridge Street District S 2: Hydraulic Street District S 3: Van Emmon Street District S 4: ‘B’ Street District S 5: ‘B’ Street - Residential District FINAL DRAFT SEPTEMBER 18, 2019 11 Bridge Street Building Placement Build-to Zone 0’ to 10’ Space Between Buildings Attached Detached 0’ 5’ to 10’ Building Volume Maximum Building Height 80’ Maximum Stories 6 Minimum Ground Floor Height 14’ Typical Street Attributes Typical ROW Width 72’ Number of Travel Lanes 4 Lane Width 10’ to 13’ Dedicated Turn Lanes 1 Parking Lanes none Pavement Width 60’ Dedicated Bicycle Facilities none Pedestrian Realm Pedestrian Facilities 6’ wide sidewalk Street Buffer concrete barrier D O W N T O W N YORKVILLE D O WN T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE 10’12’12’ 10’12’8’8’5’5’12’ 13’13’6’6’ 12’ 4’ 4’4’13’13’2’2’11’11’ 14’12’12’18’ 12’12’8’8’8’ 23’23’4’4’6’ 6’ 6’ 6’4’22’16’2’12’8’8’ 6’10’10’Varies 6’ 72’ 72’60’ 50’ - 60’ 50’ - 60’ 60’ 48’ - 66’24’ - 42’ 48’ - 66’24’ - 42’ Figure 10-21-2A (1). Bridge Street (Long-term).DRAFT10-21-2 Districts A. S1: Bridge Street District The Bridge Street District may be considered the gateway into downtown Yorkville and retains potential to become the iconic stretch that helps draw people into local businesses and displays an attractive image that represents the people of Yorkville. The form of this retail and service- centered area establishes a street wall of storefront style-building facades with shallow build-to-zones along the sidewalk and parking in the rear or off-site. It focuses pedestrian-friendly retail and service uses on the ground story with office uses in upper stories. Yorkville Downtown Overlay District Form-Based Code12 Hydraulic Street Building Placement Build-to Zone 0’ to 15’ Space Between Buildings Attached Detached 0’ 10’ Building Volume Maximum Building Height 80’ Maximum Stories 5 Minimum Ground Floor Height 14’ Typical Street Attributes1 Typical ROW Width 48’ to 66’ Number of Travel Lanes 2 Lane Width 10’ to 12’ Dedicated Turn Lanes none Parking Lanes 1 lane of parallel parking on south side of street Pavement Width 22’ Dedicated Bicycle Facilities Multi-purpose lane on north side of street Pedestrian Realm Pedestrian Facilities 6’ to 8’ wide sidewalk Street Buffer 1 lane of parallel parking on south side of street; 4’ planter on north side of multi-purpose street Notes: 1 The Streetscape Master Plan includes a proposed slip lane on the south side of Hydraulic Street between Bridge Street and Heustis Street. This table includes dimensions for the public right-of-way section of the street. D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE 10’12’12’ 10’12’8’8’5’5’12’ 13’13’6’6’ 12’ 4’ 4’4’13’13’2’2’11’11’ 14’12’12’18’ 12’12’8’8’8’ 23’23’4’4’6’ 6’ 6’ 6’4’22’16’2’12’8’8’ 6’10’10’Varies 6’ 72’ 72’60’ 50’ - 60’ 50’ - 60’ 60’ 48’ - 66’24’ - 42’ 48’ - 66’24’ - 42’ Slip Lane Figure 10-21-2B (1). Hydraulic Street (Long-term).DRAFT10-21-2 Districts B. S2: Hydraulic Street District The Hydraulic Street District includes complex conditions, including a tapering right-of-way that narrows from west to east and an active freight rail line that runs parallel to the street surface within the right- of-way. Hydraulic Street features short, utilitarian buildings, as well as an inoperable grain elevator, that create an eclectic mix of land uses and character. The form of this area remains pedestrian-centered but storefront-style buildings focus a broader spectrum of retail and service uses on the ground story with residential and/or office uses in upper stories. FINAL DRAFT SEPTEMBER 18, 2019 13 Van Emmon Street Building Placement Build-to Zone 0’ to 20’ Space Between Buildings Attached Detached 0’ 10’ Building Volume Maximum Building Height 80’ Maximum Stories 5 Minimum Ground Floor Height 12’ Typical Street Attributes Typical ROW Width 60’ Number of Travel Lanes 2 Lane Width 12’ Dedicated Turn Lanes none Parking Lanes 1 lane of parallel parking on each side of street; permeable paving 1 lane of parallel parking each side of street (intermittent planting on south side to accommodate parking) Pavement Width 24’ to 40’ Dedicated Bicycle Facilities none Pedestrian Realm Pedestrian Facilities 8’ to 12’ wide sidewalk Street Buffer 1 lane of parallel parking on north side of street; street trees or 1 lane of parallel parking on south side of street D O WN T O W N YORKVILLED O WN T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE 10’12’12’ 10’12’8’8’5’5’12’ 13’13’6’6’ 12’ 4’ 4’4’13’13’2’2’11’11’ 14’12’12’18’ 12’12’8’8’8’ 23’23’4’4’6’ 6’ 6’ 6’4’22’16’2’12’8’8’ 6’10’10’Varies 6’ 72’ 72’60’ 50’ - 60’ 50’ - 60’ 60’ 48’ - 66’24’ - 42’ 48’ - 66’24’ - 42’ Slip Lane Figure 10-21-2C (1). Van Emmon Street (Long-term).DRAFT10-21-2 Districts C. S3: Van Emmon Street District The Van Emmon Street District is a lower scale district. Commercial, residential, and mixed use buildings make up this district in variety of building types. A broader spectrum of retail, service, and office uses support the Bridge Street and Hydraulic Street Districts and ground floor residential is permitted. The form of this area is pedestrian-centered, but allows for more vehicular access and off-street parking options. Yorkville Downtown Overlay District Form-Based Code14 ‘B’ Street Building Placement Build-to-line Location 0’ to 20’ Space Between Buildings Attached Detached 0’ 10’ Building Volume Maximum Building Height 80’ Maximum Stories 5 Minimum Ground Floor Height 9’ Typical Street Attributes Typical ROW Width 50’-60’ Number of Travel Lanes 2 Lane Width 11’ Dedicated Turn Lanes none Parking Lanes 1 lane of parallel parking each side of street (reduce planting where appropriate to accommodate parking) Pavement Width 26’ Dedicated Bicycle Facilities none Pedestrian Realm Pedestrian Facilities 5’ wide sidewalk Street Buffer 13’ swale and/or stormwater buffer; optional parking D O WN T O W N YORKVILLED O WN T O W N YORKVILLE D O W N T O W N YORKVILLE D O WN T O W N YORKVILLE D O W N T O W N YORKVILLE 10’12’12’ 10’12’8’8’5’5’12’ 13’13’6’6’ 12’ 4’ 5’5’8’8’ Opt. Planting Opt. Planting 5’5’2’2’11’11’ 14’12’12’18’ 12’12’8’8’8’ 23’23’4’4’6’ 6’ 6’ 6’4’22’16’2’12’8’8’ 6’10’10’Varies 6’ 72’ 72’60’ 50’ - 60’ 46’ - 62’ 60’ 48’ - 66’24’ - 42’ 48’ - 66’24’ - 42’ Figure 10-21-2D (1). ‘B’ Street (Long-term).DRAFT2.0 Districts D. S4: ‘B’ Street District The ‘B’ Street District is a lower scale commercial district designed to serve adjacent neighborhoods and the greater community. Flanked by the Hydraulic and Van Emmon Districts, a wider range of residential uses is permitted. As one of the main street types between primary thoroughfares, pedestrian access and safety remains a priority. FINAL DRAFT SEPTEMBER 18, 2019 15 ‘B’ Street - Residential Building Placement Build-to-line Location 0’ to 15’ Space Between Buildings Attached Detached 0’ 10’ Building Volume Maximum Building Height 80’ Maximum Stories 3.0 Minimum Ground Floor Height 9’ Typical Street Attributes Typical ROW Width 50’ to 60’ Number of Travel Lanes 2 Lane Width 11’ Dedicated Turn Lanes none Parking Lanes 1 lane of parallel parking each side of street (reduce planting where appropriate to accommodate parking) Pavement Width 26’ Dedicated Bicycle Facilities none Pedestrian Realm Pedestrian Facilities 4’ wide sidewalk Street Buffer 13’ swale and/or stormwater buffer; optional parking D O WN T O W N YORKVILLE D O WN T O W N YORKVILLE D O WN T O W N YORKVILLE D O WN T O W N YORKVILLE D O W N T O W N YORKVILLE D O WN T O W N YORKVILLE D O WN T O W N YORKVILLE 10’12’12’ 10’12’8’8’5’5’12’ 13’13’6’6’ 12’ 4’ 4’4’13’13’2’2’11’11’ 14’12’12’18’ 12’12’8’8’8’ 23’23’4’4’6’ 6’ 6’ 6’4’22’16’2’12’8’8’ 6’10’10’Varies 6’ 72’ 72’60’ 50’ - 60’ 50’ - 60’ 60’ 48’ - 66’24’ - 42’ 48’ - 66’24’ - 42’ Opt. 8’ Parking Opt. 8’ Parking Figure 10-21-2E (1). ‘B’ Street - Residential (Long-term).DRAFT2.0 Districts E. S5: ‘B’ Street - Residential District The ‘B’ Street Residential District is a lower-scale residential district with a mix of townhouses and yard buildings. With a maximum height of six (6) stories under the general provision of the zoning code, this area provides for a mix of housing types adjacent to downtown for people of all ages and lifestyles. Yorkville Downtown Overlay District Form-Based Code16 Primary Street Front Lot LineSecondary StreetAccess Drive Permitted Location Parking Primary Street Front Lot Line ParkingHighest(Primary)Lowest(Secondary)Bridge Street Hydraulic Street VanEmmon Street ‘B’ Street ‘B’ Street - Residential Principal Building Principal Building Figure 10-21-2G (2). Secondary Street Frontage: Access Drive Permitted Location Figure 10-21-2G (3). Primary Street Frontage Only: Access Drive Permitted Location Figure 10-21-2G (1). Hierarchy of Street Types.DRAFT10-21-2 Districts F. Hierarchy of Districts Development under this code is regulated by street type. The various street types are related to each other in a hierarchical manner. When these streets intersect, the primary street frontage is determined by its higher order in the hierarchy. The front of a building and its main entrance must face the primary street. Figure 10.21.2G (1) illustrates the hierarchy of street types. G. Primary Streets The Primary Streets Map designates Primary, Secondary, and Tertiary Streets within the Downtown Overlay District. These designations prioritize the street frontages for locating the Front Lot Line for required amounts building frontage and allowable amounts of parking frontage. Refer to Figure 10.21.2G (4). 1. Vehicular Access. Vehicular access is also managed through this street prioritization within the Building Type requirements (refer to Section 10-21-4). See Figure 10.21.2G (2) and Figure 10.21.2G (3) for illustration of permitted vehicular access locations. (a) The order of access is typically as follows, unless otherwise permitted by Building Type: i. Lane (Tertiary Street) or Alley (un-mapped) permits unlimited access. ii. If no Lane or Alley exists, one (1) driveway per secondary street frontage is permitted. iii. If no tertiary or secondary street abuts the parcel, one driveway is permitted off the Primary Street and shared access with adjacent properties is encouraged. (b) Refer to the Subdivision Control Ordinance for additional requirements of vehicular access off adjacent streets. Interparcel Access requirements shall be met. 2. Primary, Secondary, and Tertiary Street Designations. (a) Primary Streets. Primary streets require the most intact and continuous streetwall with few, if any, driveway access. The Front Lot Line shall always be located on the Primary Street. When a parcel is fronted by more than two (2) primary streets, the Director shall determine which is the appropriate street for the Front Lot Line. The determination should be based on locations of existing and other proposed development Front Lot Lines. i. Vehicular access should not be located off a primary street, unless no other options exists. Refer to Section 10-21-4 Building Type requirements for allowances of vehicular access, if applicable. (b) Secondary Streets. Secondary streets are intended to have a fairly continuous streetwall, but will likely have a driveway for each parcel. If no tertiary street exists, access will likely be off the secondary street. (c) Tertiary Streets. Tertiary streets typically have no streetwall requirements and could be fronted by parking structures and parking lots with multiple drives and/or vehicular access points. FINAL DRAFT SEPTEMBER 18, 2019 17 Primary Streets Key Primary Street Secondary Street 0’75’150’300’ Tertiary Street F o x R i v e r S Bridge StreetN Bridge StreetE Fox Street W Ridge Street W Madison Street E Van Emmon Street E Hydraulic Street Mill StreetS Main StreetState StreetHeustis StreetFigure 10-21-2G (4). Primary Streets Map.DRAFT10-21-2 Districts Yorkville Downtown Overlay District Form-Based Code18 How To Use The Code Districts CC1: CoreCC2: ShoppingCC3: Core SupportCC4: Residential / OfficeCC5: GatewayResidential & Lodging Uses Residential 8 8 4 4 8 Bed & Breakfast 0 Hotel/Motel 6 4 4 4 4 Care Facilities 8 8 4 0 4 Senior Housing 6 6 6 6 6 Civic / Institutional Uses Assembly Uses 4 4 4 Civic Offices & Services 4 4 4 4 Library/Museum 4 4 4 4 4 School: Elementary, Secondary 4 4 4 School: High School 4 4 School, Private or Special 0 0 Retail Uses Neighborhood Retail 4 4 4 6 4 General Retail 4 4 Adult Establishments 6 6 6 Service Uses Neighborhood Service 4 4 4 6 4 General Service 4 4 Automotive Specialty Shop 6 Service Station 6 Commercial Amusement, Outdoor 0 Daycare Facility 4 4 4 Hospital 4 4 Veterinary Clinic/Hospital or Kennel (Enclosed)6 6 6 Key 4 Permitted 8 Permitted in Upper Stories Only 6 Permitted with Development Standards 0 Requires Special Use Permit Figure 10-21-3A (1). Yorkville Code Permitted Uses How-To. Permitted Use Table Permitted Use Table The Permitted Use Table contains all the uses permitted in the Downtown Overlay District. It is organized by district, so only the information in a parcel’s district is applicable to that parcel. The other columns do not apply. For example, a parcel in CC1 only applies the standards from that column, illustrated below. EXAM P L EDRAFTA. General Provisions The following establishes a simplified set of uses permitted within the Building Forms of each downtown form-based zoning district. 1. Uses by District. Permitted and special uses available in each form- based district are shown in Table 10-21-3B (1). 2. Use Definitions. Uses listed in Tables 10-21-3C (1) - 10-21-3C (4) are defined in Section 10-2-3 of the Zoning Ordinance. Further definitions applicable only to the Yorkville Form-Based Districts are located in Section 10-21-3C. 3. Permitted Use (“4”). These uses are permitted by-right in the form districts in which they are listed. 4. Permitted in Upper Stories Only (“8”). These uses are permitted by-right in the districts in which they are listed, provided that the uses are located in the upper stories of a structure. These uses may also be located in the ground story provided that they are located beyond a depth of at least twenty feet from the front primary facade. 5. Requires a Special Use Permit (“0”). These uses require a Special Use Permit (refer to Section 10-6 Special Use Regulations) in order to occur in the districts in which they are listed and must follow any applicable development standards associated with the use as well as meet the requirements of the special use. 6. Permitted with Development Standards (“6”). These uses are permitted in the districts in which they are listed, provided that they are developed utilizing the listed development standards. These standards, combined with the Building Type requirements, are intended to alleviate any negative impacts associated with the use, making it appropriate in a district where it otherwise might not have been appropriate. 7. Prohibited Use. A blank cell or an unlisted use in the use table indicates that the land use is prohibited in that district. 8. City Determination. When a proposed land use is not explicitly listed in Table 10-21-3B (1), the Director shall determine whether or not it is included in the definition of a listed use or is so consistent with the size, scale, operating characteristics and external impacts of a listed use that it should be treated as the same use. Any such determination may be appealed to the Planning and Zoning Commission. 9. Temporary Accessory Uses. Temporary accessory uses are permitted in all Downtown Overlay Districts, including outdoor displays, seasonal displays and sales, festivals, and vendors. The following requirements apply: (a) Outdoor displays are permitted up to eight (8) hours per day, no more than three (3) consecutive days in any one (1) month. (b) Build-to Zone. Temporary outdoor displays of merchandise are permitted in the Build-to Zone without a permit, subject to all other requirements of Section 10-21-3. (c) Right-of-way. Any temporary outdoor display or occupation in the right-of-way requires a review approval by the Community Development Director. 10-21-3 Uses FINAL DRAFT SEPTEMBER 18, 2019 19 Key 4 Permitted 8 Permitted in Upper Stories Only 6 Permitted with Development Standards 0 Requires Special Use Permit Districts S 1: Bridge StreetS 2: Hydraulic StreetS 3: Van Emmon StreetS 4: ‘B’ StreetS 5: ‘B’ Street - ResidentialResidential & Lodging Uses Category Residential Dwelling 8 4 4 4 4 Hotel/Motel 6 6 6 4 Bed & Breakfast Inn 8 8 0 0 0 Residential Care Facility 0 0 Senior Housing 6 6 6 0 Civic & Institutional Uses Category Civic Offices & Services 4 4 4 4 4 Library/Museum 4 4 4 0 0 Police & Fire 6 6 6 Post Office (no distribution)4 4 4 Religious & Organization Assembly 4 4 4 4 4 School: Public or Private 0 0 0 0 0 School: College 0 0 0 0 0 Retail & Service Uses Category Neighborhood Retail (<8,000 sf)4 4 4 4 0 General Retail 6 6 6 Neighborhood Service 4 4 4 0 0 General Service 6 6 6 Recreation/Entertainment 4 4 6 0 Automotive Services 0 0 0 Food Services & Drinking Places 4 4 4 4 0 Office & Industrial Uses Category Office 8 4 4 4 Small-Scale Industry 6 6 6 4 Infrastructure Uses Category Communication Antennae & Towers 0 0 0 0 0 Parking Lot 6 6 6 6 6 Parking Structure 6 6 6 6 6 Public Utility & Infrastructure 4 4 4 4 4 Open Space Uses Category Open Space 6 6 6 6 6 Districts S 1: Bridge StreetS 2: Hydraulic StreetS 3: Van Emmon StreetS 4: ‘B’ StreetS 5: ‘B’ Street - ResidentialAccessory Uses Alternative Energy Generation 6 6 6 6 6 Amphitheater 0 0 Car Washes, Detail Shops, and/or Service Stations 0 0 0 Drive Through Facility 0 0 0 Home Occupation 4 4 4 4 4 Outdoor Storage of Goods 6 6 6 Outdoor Restaurant Dining 4 4 4 4 Parking Lot (Accessory)6 6 6 0 Parking Structure (Accessory)6 6 6 Roadside Produce Stand/Vending 6 6 Sidewalk Sales 6 6 6 0 0 Temporary Storage Containers 6 6 6 6 Mobile Food Vendors 6 6 6 6 6 Temporary Structures 6 6 6 6 6 Table 10-21-3B (1). Permitted Uses Table.DRAFT10-21-3 Uses Yorkville Downtown Overlay District Form-Based Code20DRAFTB. Permitted Use Table See Table 10-21-3B (1) for a list of permitted and special uses. C. Use Requirements 1. Residential and Lodging Uses. A category of uses that include several residence types. (a) Refer to 10-2-3 for the following definitions. i. Residential. ii. Bed & Breakfast Inn. (b) Hotel/Motel. Refer to 10-2-3 for definition. In the districts where a hotel/motel requires development standards (“6”), rooms shall be located in the upper stories. Lobbies and eating facilities shall be located on the ground floor. (c) Residential Care Facility. A facility offering temporary or permanent lodging to the public consisting of an unlimited number of sleeping rooms with or without in-room kitchen facilities. Includes such uses as independent and assisted living facilities, nursing homes, residential care homes, and transitional treatment facilities. Assistance with daily activities may be provided for residents. Secondary service uses may also be provided, such as dining and meeting rooms. Rooms shall be accessed from the interior of the building. In the districts where this use requires a special use permit (“0”), refer to Section 10-21-1F for procedure and development standards. (d) Senior Housing. In the districts where Senior Housing requires development standards (“6”), the following shall apply: i. Housing shall be designed, constructed and operated in accordance with the Fair Housing Amendments Act. ii. The Property shall comply with all applicable local, state, and federal regulations and copies of any applicable permits shall be provided to the Department prior to the issuance of a Certificate of Occupancy. (e) Use Permits. When a use is listed as permitted with a Use Permit “0,“ refer to Section 10-21-1F for procedure and development standards. 2. Civic & Institutional Uses. A category of uses related to fulfilling the needs of day-to-day community life including assembly, public services, educational facilities, and hospitals. (a) Civic Offices & Services. Any use that involves transactions between the City government and residents, property owners, or others doing business with the City or other activities related to the function of the municipality. (b) Library/Museum. A structure open to the general public housing educational, cultural, artistic, or historic information, resources, and exhibits. May also include food service and a gift shop. (c) Police & Fire. A facility providing public safety and emergency services; training facilities, locker rooms, and limited overnight accommodations may also be included. The facilities shall be housed in a permitted building, but shall have the following additional allowances: i. Garage doors are permitted on the front facade. ii. Exempt from maximum driveway widths. 10-21-3 Uses (d) Post Office. A publicly accessed facility for the selling of supplies and mail related products and the small scale collection and distribution of mail and packages. Large-scale postal sorting and distribution is not permitted. (e) Religious & Organization Assembly. Assembly Uses include Assembly Hall; Church, Temple, or Other Place of Worship; and Clubs. (f) Use Permits. When a use is listed as permitted with a Special Use Permit “0,“ refer to Section 10-21-1F for procedure and development standards. 3. Retail & Service Uses. A category of uses that include several retail and service types. Refer to Section 10-2-3 for definitions. (a) Neighborhood Retail. A use in this category occupies a space of less than 8,000 square feet. Neighborhood retail includes such uses as those listed in Table 10-21-3C (1). i. When Neighborhood Retail is permitted with development standards “6“, it is limited to 8,000 square feet. (b) General Retail. A use in this category includes all Neighborhood Retail uses occupying a space of greater than 8,000 square feet and such uses as those listed in Table 10- 21-3C (1). (c) Service Uses. A category of uses that provide patrons services and limited retail products related to those services. Visibility and accessibility are important to these uses, as most patrons do not utilize scheduled appointments. (d) Neighborhood Service. A use in this category occupies a space of less than 8,000 square feet. Neighborhood service includes such uses as those listed in Table 10-21-3C (2). i. When Neighborhood Service is permitted with development standards “6“, it is limited to 6,000 square feet. (e) General Service. A use in this category includes all Neighborhood Service uses occupying a space of greater than 8,000 square feet and such uses as those listed in Table 10- 21-3C (2). (f) Recreation/Entertainment. Refer to Table 10-21-3C (3). (g) Automotive Services. Refer to Section 10-2-3 for definition. In the districts where this use requires a special use permit (“0”), the following applies: i. The use shall meet all of the requirements of the Building Type, refer to Section 10-21-4. ii. Service doors shall all be located on the rear or interior side facade of the building. iii. The showroom or retail space shall be located in the front storefront of the building and shall occupy a minimum of twenty percent (20%) of the gross floor area. (h) Food Services & Drinking Places. Food Services & Drinking Places include only the following: i. Full Service Restaurants ii. Carry-out Food Service Stores iii. Quick Service Restaurants iv. Banquet Centers & Caterers v. Drinking Places (Alcoholic Beverages) FINAL DRAFT SEPTEMBER 18, 2019 21DRAFT10-21-3 Uses vi. Brewpubs. A microbrewery that brews beer for both on and off-premise consumption, and may include a bar and/or restaurant. vii. Wine Establishments. A properly licensed business which sells wine only (not liquor or beer) for both on and off- premise consumption, as well as wine accessories and/ or merchandise. 4. Office & Industrial Uses. A category of uses for businesses that involve the transaction of affairs of a profession, service, industry, or government. Patrons of these businesses usually have set appointments or meeting times; the businesses do not typically rely on walk-in customers. Office uses include those listed in Table 10-21-3C (4), List of Typical Uses in Office Category. (a) Office. Office uses include those listed in Table 10-21-3C (4), List of Typical Uses in Office Category. (b) Small-Scale Industry. A use involving small scale manufacturing, production, assembly, and/or repair with little to no noxious by-products that includes a showroom or small retail outlet. Small-Scale Industry includes such uses as those found in Table 10-21-3C (5). List of Typical Uses in Cottage Industry Category. The following development standards apply: i. This use may also include associated facilities such as offices and small scale warehousing, but distribution is limited to vans and small trucks. Distribution access shall be from the rear. ii. The maximum overall gross floor area is limited to 10,000 square feet, unless otherwise noted. iii. The showroom or retail outlet shall be located in the front storefront of the building and shall occupy a minimum of twenty five percent (25%) of the gross floor area. 5. Infrastructure & Open Space Uses. (a) Communication Antennae & Towers. Refer to Section 10-18. Communication Antennae & Towers located within the right-of- way or on utility poles are premitted. (b) Parking Lot. A lot that does not contain a permitted building and is solely used for the parking of vehicles. In the districts where a parking lot requires a special use permit (“0”), the following applies: i. Corner Lots. A corner lot shall not be used as a parking lot. ii. Adjacent Parking Lots. Two (2) parking lots cannot be located directly adjacent to one another. iii. Single Family. Parking lot cannot be associated with a single family use. iv. Distance. Parking lot must be within 1,300 feet of the principal entrance to the associated use unless: (i) At least seventy five percent (75%) of the spaces are dedicated for public use. (ii) An approved joint parking agreement is in place. v. Pedestrian Access. Must be connected to associated use by a dedicated, public pedestrian pathway. vi. Commercial Vehicles. Parking lots for commercial vehicles are not permitted in Downtown Overlay Districts. (c) Parking Structure. A parking structure on a lot that does not contain a permitted Building Type and is solely used for the parking of vehicles. In the districts where a parking lot requires a special use permit (“0”), the following applies: i. Corner Lots. A corner lot shall not be used for a parking structure. ii. Adjacent Parking Lots. Two (2) parking facilities (lots or structures) cannot be located directly adjacent to one another. iii. Primary Street. No facade of the Parking Structure shall be located on a Primary Street. Refer to Figure 10-21-2G (4). For Parking Structures located on a Primary Street, the Main Street Building Type shall be utilized, requiring occupation of the building in the front thirty (30) feet of the facade on any Primary Street. iv. Distance. Parking lot must be within 1,300 feet of the principal entrance to the associated use unless: (i) At least seventy five percent (75%) of the spaces are dedicated for public use. (ii) An approved parking agreement is in place (refer to Section 10-16). v. Pedestrian Access. Must be connected to associated use by a dedicated, public pedestrianway. vi Commercial Vehicles. Parking structures for commercial vehicles are not permitted in these districts. (d) Utility and Infrastructure. A lot that is primarily utilized for the City’s infrastructure needs. Utility and infrastructure includes such uses as electric or gas services, sewage treatment, water treatment and storage, and energy conversion systems. 6. Open Space Uses. A use of land for active or passive, public or private, outdoor space, including such uses as parks, plazas, greens, playgrounds, or community gardens. Open space uses may also be utilized to host temporary private or community events, such as a farmer’s market or art fair. In the districts where open space is permitted with development standards (“6”), the following apply: i. Stormwater Accommodations. Open space that incorporates stormwater management on a site or district scale is encouraged. (i) Stormwater facilities shall be designed to accommodate additional uses, such as an amphitheater or a sports field. (ii) Stormwater facilities shall be designed not to be fenced and shall not impede public use of the land they occupy. ii. This use may involve small scale food and beverage service, no more than two hundred (200) square feet in space, located in a kiosk, with no service access. iii. Buildings located directly adjacent to an open space use shall treat facades facing this use with street facade requirements. 7. Accessory Uses. A category of uses that are not permitted to serve as the principal use on a zoning lot. These uses are incidental to Yorkville Downtown Overlay District Form-Based Code22 Primary Street Building Footprint Drive- Through Canopy Front Property Line Figure 10-21-3C (1). Recommended drive-through Facility layout.DRAFT10-21-3 Uses and customary in connection with the principal building or use and located on the same lot with such principal building or use. (a) Alternative Energy Generation. Refer to Section 10-19. Alternative energy generation includes structures for solar, wind, and geothermal. The following development standards apply: i. Roof or Building Mounted Solar panels are permitted with the following requirements: (i) Panels mounted at the same angle of the roof or flush on the building facade are permitted on any roof or building face. (ii) Panels projecting off the roof or building at a different angle are limited to the rear and side facing roofs, unless solar access is limited in these locations. (iii) Panels shall not extend more than ten (10) feet at maximum pitch/tilt above the surface of the roof to which they are attached. On pitched roofs, panels shall not extend more than three (3) feet. ii. Roof Mounted Small Wind Energy Systems are permitted with the following requirements: (i) Maximum rated capacity of five kW is permitted per turbine. (ii) One turbine is permitted for each seven hundred and fifty (750) square feet of roof area. (iii) Maximum height is fifteen (15) feet above the surface of the roof. iii. Geothermal Energy is permitted in any yard with the following requirements: (i) Any related above ground structure shall be located in a side or rear yard with a maximum height of ten (10) feet, subject to all requirements of the Building Type. (b) Amphitheater. Refer to Section 10-2-3 for definition. In the districts where an amphitheater is permitted with a special use permit “0,“ the following apply: i. Location. The amphitheater shall be located within an Open Space District (refer to Section 10-10). ii. The hours of operation shall be posted and limited to the hours of 8:00 a.m. to 11:00 p.m. (c) Car Washes, Detail Shops and/or Service Stations. Refer to Section 10-2-3 for definitions. In the districts where car washes, detail shops and/or service stations are permitted with a special use permit (“0”), the following apply: i. Location. Use must be located inside a parking garage and not visible from the exterior of the parking garage. (d) Drive-through Facility. In the districts where drive-through structures are permitted with development standards (“6”), the following applies. Refer to Figure 10-21-3C (1) for one illustration of the following requirements. i. Structure/Canopy. Drive-through structures or canopies shall be located on the rear facade of the building or in the rear of the lot behind the building, where permitted by use. The structure shall not be visible from any Primary Street. ii. Stacking Lanes. Stacking lanes shall be located perpendicular to the Primary Street or behind the building. iii. The canopy and structure shall be constructed of the same materials utilized on the building. (e) Home Occupation. An occupational use that is clearly subordinate to the principal use as a residence and does not require any alteration to the exterior of a building. (f) Outdoor Storage of Goods. i. Commercial Uses. This use includes outdoor storage of goods not typically housed or sold indoors, such as large scale materials and building and landscape supplies. In the districts where Outdoor Storage of Goods is permitted with development standards (“6”), the following apply: (i) Loose materials shall not be stacked higher than six (6) feet. (ii) Loose materials shall at a minimum be stored in a three sided shelter and shall be covered. (iii) Materials shall be set back a minimum of ten (10) feet from any property line. (iv) Materials shall not be located on required parking spaces or associated drive aisles. (v) All outdoor storage areas shall be screened from view of adjacent parcels and vehicular rights-of-way using the Side or Rear Buffer. ii. Residential Uses. This use includes temporary storage of personal or household goods in personal on demand storage (PODS) containers. In the districts where outdoor storage of goods is permitted with development standards (“6”), the following development standards apply: (i) One (1) storage container can be located on a lot at a time. (ii) On site storage of a container is permitted for up to two (2) months per year. (iii) Containers shall not be located in the Front Yard, but permitted on a driveway. (g) Outdoor Restaurant Dining. Commercial outdoor dining, serviced by an adjacent service use, and permitted in any FINAL DRAFT SEPTEMBER 18, 2019 23DRAFT10-21-3 Uses yard. When in a side yard along the front Lot Line, the Patio Frontage buffer is required. (h) Parking Lot. An uncovered paved surface used solely for the parking of vehicles, intended for use by the occupants in an adjacent building on the lot. Parking lot locations are regulated by Building Type. Refer to Section 10-21-4. (i) Parking Structure. A structure used solely for the parking of vehicles, intended for use by the occupants in an adjacent building on the lot. Parking Structures within the buildings are regulated per Building Type. Refer to Section 10-21-4. (j) Roadside Produce Stand or Vending. Refer to Section 10-21-1 for definition. (k) Sidewalk Sales. A temporary outdoor sale of merchandise by retail businesses, typically occurring on the sidewalk within the public right-of-way for a limited period of time. In the districts where a Sidewalk Sale is permitted with development standards “6,“ the following apply: i. A minimum of four (4) feet of the sidewalk must remain available for passing pedestrians. ii. Sidewalk Sales are permitted for up to three (3) days no more than six (6) times per calendar year. iii. Merchandise must be stored inside the building during non-business hours. iv. Merchandise sold shall either be regularly carried within the store, or have been regularly carried within the store in the past year. (l) Temporary Storage Containers. Outdoor storage of personal or retail stock materials on a temporary basis within a portable storage container. When a Temporary Outdoor Storage use is permitted with development standards “6,“ the following apply. i. One (1) storage container may be located on a lot at a time. ii. On site storage of a container is permiitted for up to two (2) weeks; up to four (4) weeks is permtted with approval of the Director. iii. The container shall be located in the rear yard, screened by the building from any primary or secondary street. (m) Mobile Food Vendors. A motorized or towed wheeled vehicle that is designed and equipped to sell food. Shall include both “hot trucks” upon which food is cooked and prepared for vending, and “cold trucks” from which only ready to eat or packaged foods are handled. Refer to Section 10-3-14. Yorkville Downtown Overlay District Form-Based Code24 Neighborhood Retail (less than 8,000 square feet) Antique Shop Art & Education Supplies Art Gallery Bakery, Retail Bicycle Sales & Repair Book, Magazine, & Newspaper Store Camera & Photo Supply Store Candy Store China & Glassware Shop Clothing & Clothing Accessories Coffee Shop Computer Software Sales Delicatessen Electronic Sales & Service Fabric & Craft Store Florist Garden Center/Plant Nursery Gift, Novelty, & Souvenir Shop Hardware Store Hobby Shop Jewelry Sales & Repair Luggage & Leather Goods Microbreweries, Microwineries Music Store & Instruction Musical Instrument Repair & Sales Office Supply Optical Goods Paint & Wallpaper Party Supply Shop Pet & Pet Supply Specialty Food Market (Butcher, Fish Market, Produce, etc.), with no alcohol sales Sporting Goods Sales & Rental Stationary & Paper Store Toy Shop Video/Game Sales Wine Establishment (no liquor/beer) General Retail All Neighborhood Retail (over 8,000 square feet) Appliance Sales & Service Department Store Drug Store/Pharmacy Furniture & Home Furnishings General Merchandise Stores Grocery Store Medical Supply Store Used Merchandise Stores (not including books, clothing & antiques) Neighborhood Service (less than 8,000 square feet) Amusement Arcade Barber Shop & Beauty Salon Catering/Carry-Out & Delivery Communication Service Childcare Centers Dance/Fitness Studio Dry Cleaning & Laundry Emergency Care Clinic Framing Health & Fitness Center Home Furniture & Equipment Repair Locksmith Mailing Services Massage Establishments Nail Salon & Specialty Body Pet Grooming Photocopying & Printing Photography Studio & Supplies Physical Therapy/Physical Rehabilitation Repair of Small Goods & Electronics Restaurant/Bar Services (Spa) Shoe Repair Tailor & Seamstress Theater Travel Agency, Ticketing & Tour Operator Veterinarian (no outdoor training, boarding or kennels) General Service All Neighborhood Services (over 8,000 square feet) Bowling Alley Recreation/Entertainment Billiard Parlor Boat Sales & Rental Boat Storage Indoor Playground Indoor Shooting Gallery/ Gun Range Marina Outdoor Music Venue Railroad Passenger Station Skating Rink Stadium Swiming Pool Office Architecture/Engineering/Design Broadcasting & Telecommunications Studio Building Contractor (office only) Business Consulting Charitable Institutions Clinic Computer Programming & Support Detective Services Educational Services (tutor & testing) Employment Agency Financial & Insurance Government Offices Legal Services Management Services Medical & Dental with Laboratory Motion Picture & Sound Recording Studio Small-Scale Industry Apparel & Finished Fabric Products Bakery & Confections Beverages, including Beer, Wine, Coffee Botanical Products Brooms & Brushes Canning & Preserving Food Dairy Products Electrical Fixtures Engraving Fabricated Metal Products Film Making Furniture & Fixtures Glass Jewelry, Watches, Clocks, & Silverware Leather Products Microbreweries, Microwineries Musical Instruments & Parts Pottery, Ceramics, & Related Products Research Laboratory Shoes & Boots Signs & Advertising Smithing Taxidermy Toys & Athletic Goods Upholstery Woodworking PR & Advertising Professional Services Property Development Real Estate Research & Development Research Agency Surveying Tax Services Table 10-21-3C (1). List of Typical Uses in Retail Category. Table 10-21-3C (5). List of Typical Uses in Small-Scale Industry Category. Table 10-21-3C (4). List of Typical Uses in Office Category. Table 10-21-3C (2). List of Typical Uses in Service Category. Table 10-21-3C (3). List of Typical Uses in Recreation/Entertainment Category DRAFT10-21-3 Uses FINAL DRAFT SEPTEMBER 18, 2019 25 This page intentionally left blank DRAFT10-21-3 Uses Yorkville Downtown Overlay District Form-Based Code26 Building Types by Districts Districts S1: Bridge StreetS2: Hydraulic StreetS3: Van Emmon StreetS4: ‘B’ StreetS5: ‘B’ Street - ResidentialBuilding TypesDowntown Commercial 4 4 4 4 Downtown Living 4 4 4 Cottage Commercial 4 4 4 4 Civic Building 4 4 4 4 4 Attached Building 4 4 0 Yard Building 0 4 4 Permitted 0 Requires Permit / Review DRAFTTable 10-21-4A (1). Permitted Building Types by District principal structure. ii. Detached accessory structures are allowed per each Building Type and shall comply with all setbacks except the following: (i) Detached accessory structures are not permitted in the front yard. (ii) Detached accessory structures shall be located behind the principal structure in the rear yard. (iii) Detached accessory structures shall not exceed the height or size (area) of the principal structure. 2. Page Layout. Document pages are laid out to provide the maximum amount of information for each building type on one spread of two pages. Refer to Figure 10-21-4A (1) for a typical Building Type layout page. (a) Tables. Refer to Section 10-21-4B for further information on each Table. (b) Graphics typically represent one example of a building that could be developed utilizing the standards for that building type. Graphics are provided to illustrate general intent. In all cases, tables and text supercede graphic representations. 4.0 Building Types A. Introduction to Building Type Standards The buildings detailed in this section outline the Building Types permitted for new construction and renovated structures within the Districts defined in Section 10-21-2. 1. General. All Building Types shall meet the following requirements to achieve the intents defined for the districts. (a) Zoning Districts. Each Building Type shall be constructed only within its designated districts. Refer to Table 10-21-4A (1) Permitted Building Types by Districts. (b) Uses. Each Building Type can house a variety of uses depending on the district in which it is located. Refer to 15.3 for uses permitted per district. Some Building Types have additional limitations on permitted uses. (c) No Other Building Types. All buildings constructed shall meet the standards of one of the Building Types within the zoning district of the lot. (d) Permanent Structures. All buildings constructed shall be permanent construction without a chassis, hitch, or wheels, or other features that would make the structure mobile, unless otherwise noted. (e) Accessory Structures. i. Attached accessory structures are considered part of the 10-21-4 Building Types EXAM P L E Tables define the regulations for each Building Type. Refer to 10-21-4B Explanation of Building Type Table Standards for narrative explanation of each line item. Graphics related to the tables on the left. Graphics typically represent one example of Building Type standards Intent of the Building Type. One Building Type per Spread of Two Pages Sandy Springs City Center Districts DRAFT20 13.2 Frontage Types Permitted Districts CC1: Core CC2:Shopping CC3: Core Support CC5: Gateway (a) Building Siting Refer to Figure 13.2.3 (1). Minimum Front Lot Line Coverage 95% 90% 2 90% 65% Occupation of Corner Required Required Required Required Front Build-to Zone 0’ to 10’ 5’ to 15’ 1 0’ to 15’ 10’ to 25’ Corner Build-to Zone 0’ to 5’ 5’ to 10’ 0’ to 10’ 10’ to 25’ Courtyard Permitted 25%30% 30%50% Minimum Side Yard Setback 0’5’5’10’ Minimum Rear Yard Setback 5’5’5’25’ Minimum Lot Width Maximum Building Width [200’]30’none 30’none 30’none 30’none Maximum Impervious CoverageAdditional Semi-Pervious Coverage 75% 25% 65% 15% 75% 20% 60% 15% Parking & Loading Location Rear yard Rear yard 2 Rear yard Rear & side yards Entry for Parking within Building Rear facade Rear & side facades Rear facades Rear & side facades Vehicular Access Alley; if no alley exists, 1 driveway per non-primary street frontage; if no side street, 1 driveway permitted off Primary Street; shared access is encouraged. 1 driveway per 100’ of street frontage (b) Height Refer to Figure 13.2.3 (2) Minimum Overall Height 2 stories 1 story 2 stories 1 story Maximum Overall Height 8 stories 8 stories 3 8 stories 4 stories Ground Story: Minimum Height Maximum Height 14’18’14’24’ 4 14’18’14’24’ 4 Upper Stories: Minimum Height Maximum Height 9’12’ 9’15’ 9’12’9’15’ (c) Uses Refer to Figure 13.2.3 (2) Ground Story Permitted Civic, Retail & Service uses. Refer to 13.6. Permitted Retail, Service, and Office uses. Refer to 13.6. All permitted uses. Refer to 13.6. All permitted uses. Refer to 13.6. Upper Story All permitted uses. Refer to 13.6. Parking within Building Permitted fully in any basement and in rear of upper floors Occupied Space 30’ deep on all full height floors from the front facade (d) Street Facade Requirements Refer to Figure 13.2.3 (3). Minimum Ground Story Transparency Measured between 18” and 8’ above grade 75% 65%75%50% Minimum Transparency Upper Stories 20%15% 20%15% Blank Wall Limitations Required per floor Front Facade Entrance Type Storefront, Arcade Principal Entrance Location Front or Corner Facades Front, Side, or Corner Facades Front or Corner Facades Front, Side, or Corner Facades Number of Front Facade Street Entrances Minimum 1 for every 60’ or less of facade none Vertical Facade Divisions One per designated width of facade 30’50’ 30’50’ Horizontal Facade Divisions Within 3’ of the top of the ground story and the bottom of any fifth floor (e) Roof Type Requirements Refer to Figure 13.2.3 (3). Permitted Roof Types Parapet, Pitched, Flat Tower Permitted 3. Storefront Building. A. Description & Intent. The Storefront Building is a mixed use building located at the front and corner property lines allowing easy access to passing pedestrians. Parking may be provided in the rear of the lot, internally in the building. Storefronts with large amounts of transparency and regularly spaced entrances off the street are required on the ground floor front facade. Ground floor uses are limited to those with high levels of pedestrian activity, such as retail, and service uses, with additional commercial, office, and/or residential uses in the upper stories. B. Regulations. Regulations for the Storefront Frontage Type are defined in the adjacent table. b g i c a d h f e u o n m l q j k p r s t v Notes: 1 Where the distance from back of curb to edge of sidewalk is 10 feet or less and no additional right-of-way is required, an 8’ to 18’ Build-to Zone is required. 2 Lots wider than 100 feet are permitted up to one double-loaded aisle of parking (maximum width of 70 feet), located perpendicular to the front lot line in the side yard, and shall meet a Front Lot Line Coverage of 60%. 3 Maximum height is 12 stories for parcels with Roswell Road street frontage south of Hammond Drive and north of I-285. 3 20’ or more in height counts as two stories towards maximum building height. w x DRAFT December 30, 2012DRAFT 21 13.2 Frontage Types Figure 13.2.3 (2): Height & Use Requirements. Front Property Line Rear Property Line Corner Side Property LineNon-Primary StreetPrimary Street Side Property LineFTFFAlley b b g g i i c c a a d dh h f f e e Figure 13.2.3 (1): Building Siting. Figure 13.2.3 (3): Street Facade Requirements. street uD street Front Lot Lineo o o o nl m q j k p p p p p p r r s s s s s s ss ss ss t x h h i Front Property Line Rear Property Line Corner Side Property LineNon-Primary StreetPrimary Street Side Property LineAlley Typical Site Plan.Site Plan with side parking (DT 2, DT 3, and DT3 only). PRINCIPAL BUILDING PRINCIPAL BUILDING w v Permitted Districts CC1: Core CC2:Shopping CC3: Core Support (a) Building Siting Refer to Figure 13.2.2 (1). Minimum Front Lot Line Coverage 95% 90% 2 90% Occupation of Corner Required Required Required Front Build-to Zone 0’ to 10’ 5’ to 15’ 1 0’ to 15’ Corner Build-to Zone 0’ to 5’5’ to 10’0’ to 10’ Courtyard Permitted 25%30%30% Minimum Side Yard Setback 0’5’5’ Minimum Rear Yard Setback 5’5’5’ Minimum Lot Width Maximum Building Width 30’ none 30’ none 30’ none Maximum Impervious Coverage Additional Semi-Pervious Coverage 75% 25% 65% 15% 75% 20% Parking & Loading Location Rear yard Rear yard 2 Rear yard Entry for Parking within Building Rear facade Rear & side facades Rear facades Vehicular Access Alley; if no alley exists, 1 driveway per non- primary street frontage; if no side street, 1 driveway permitted off Primary Street; shared access is encouraged. (b) Height Refer to Figure 13.2.2 (2) Minimum Overall Height 2 stories 1 story 2 stories Maximum Overall Height 8 stories 8 stories 3 8 stories Ground Story: Minimum Height Maximum Height 14’ 18’ 14’ 24’ 4 14’ 18’ Upper Stories: Minimum Height Maximum Height 9’ 12’ 9’ 15’ 9’ 12’ (c) Uses Refer to Figure 13.2.2 (2) Ground Story Permitted Civic, Retail & Service uses. Refer to 13.6. Permitted Retail, Service, and Office uses. Refer to 13.6. All permitted uses. Refer to 13.6. Upper Story All permitted uses. Refer to 13.6. Parking within Building Permitted fully in any basement and in rear of upper floors Occupied Space 30’ deep on all full height floors from the front facade (d) Street Facade Requirements Refer to Figure 13.2.2 (3). Minimum Ground Story Transparency Measured between 18” and 8’ above grade 75% 65%75% Minimum Transparency Upper Stories 20%15%20% Blank Wall Limitations Required per floor Front Facade Entrance Type Storefront, Arcade Principal Entrance Location Front or Corner Facades Front, Side, or Corner Facades Front or Corner Facades Number of Front Facade Entrances Minimum 1 for every 60’ or less of facade Vertical Facade Divisions One per designated width of facade 30’50’ 30’ Horizontal Facade Divisions Within 3’ of the top of the ground story and the bottom of any fifth floor (e) Roof Type Requirements Refer to Figure 13.2.2 (3). Permitted Roof Types Parapet, Pitched, Flat Tower Permitted b g i c a d h f e u o n m l q j k p r s t v w x Permitted Use Table Page Layout Building Type pages are laid out to provide the maximum amount of information for each Building Type on one spread of two pages. Graphics typically represent one example of a building that could be developed utilizing the standards for that Building Type. Graphics are provided to illustrate general intent. In all cases, tables and text supercede graphic representations. Permitted Use Table Building Type Tables Refer to 10-21-4B for an explanation of each line item on the tables. Building Type tables contain all the standards for that Building Type. They are organized by district, so only the information in a parcel’s district is applicable to that parcel. The other columns do not apply. For example, a parcel in CC1 only applies the standards from that column, illustrated below.DRAFTFigure 10-21-4A (1). Representative Building Types Spread. Figure 10-21-4A (2). Building Type Table Example. 10-21-4 Building Types How To Use The Code FINAL DRAFT SEPTEMBER 18, 2019 27 Yorkville Downtown Overlay District Form-Based Code28 Permitted Districts District A District B (a) Building Siting Multiple Principal Buildings Not permitted Not permitted Minimum Front Lot Line Coverage 95% 65% Occupation of Corner Required Required Front Build-to Zone 0’ to 20’ 1 5’ to 20’ 1 Corner Build-to Zone 0’ to 5’0’ to 10’ Minimum Side Yard Setback 0’5’ Minimum Rear Yard Setback 5’; 25’ if located adjacent to residential Minimum Lot Width Maximum Building Width 30’ none 30’ none Maximum Impervious Coverage Additional Semi-Pervious Coverage 75% 3 25% 65% 3 15% Parking & Loading Location Rear yard Rear yard Entry for Parking within Building Rear & Side Facades Vehicular Access Alley; if no alley exists, 1 driveway per street frontage EXAM P L E Width of Principal Building Width of Front Build-to Zone (BTZ) (minus driveway width) Building Footprint Width of Principal Building Width of Front Build-to Zone (BTZ) Building FootprintDRAFTTable 10-21-4B (1). Example Building Siting Requirements Table from a Typical Building Type. Figure 10-21-4B (1). Measuring Front Lot Line Coverage 10-21-4 Building Types B. Explanation of Building Type Table Standards The following explains and further defines the standards outlined on the tables for each Building Type, refer to Sections 10-21-4C through 10-21-4H. 1. Building Siting. The following explains the line item requirements for each Building Type Table within the first section entitled “Building Siting”. Table 10-21-4B (1) illustrates an example of a Building Siting Table from a typical Building Type. (a) Multiple Principal Structures. The allowance of more than one (1) principal structure on a lot. (b) Minimum Front Lot Line Coverage. Refer to Figure 10-21-4B (1). Measurement defining the minimum percentage of street wall or building facade along the street. The width of the principal structure(s) (as measured within the front build-to zone) shall be divided by the maximum width of the front build-to zone (BTZ). i. Certain buildings have this number set to also allow the development of a courtyard along the front lot line. ii. Some frontage types allow side yard parking to be exempted from the front lot line coverage calculation. If such an exemption is permitted, the width of up to one (1) double loaded aisle of parking, located with the drive perpendicular to the street and including adjacent sidewalks and landscaping, may be exempted, to a set maximum in feet. iii. When driveway is located at the front lot line (Figure 10-21-4B (1)) and a side yard parking is not utilized, a driveway width of twenty (20) feet may be deducted from the width of the BTZ and is not included in the calculation of the minimum front lot line. (c) Occupation of Corner. Occupying the intersection of the front and corner build-to zones with a principal structure. (d) Front Build-to Zone. The build-to zone or setback parallel to the front lot line. Building components, such as awnings or signage, are permitted to encroach beyond the build-to zone. i. All build-to zone and setback areas not covered by building shall contain either landscape, patio space, or sidewalk space. (e) Corner Build-to Zone. The build-to zone or setback parallel to the corner side property line. i. All build-to zone and setback areas not covered by building shall contain either landscape, patio space, or sidewalk space. (f) Minimum Side Yard Setback. The minimum required setback along a side property line. i. All build-to zone and setback areas not covered by building shall contain either landscape, patio space, or sidewalk space. (g) Minimum Rear Yard Setback. The minimum required setback along a rear property line. i. All build-to zone and setback areas not covered by building shall contain either landscape, patio space, or sidewalk space. (h) Minimum Lot Width. The minimum width of a lot, measured at the build-to zone. Permitted Districts District A District B (b) Height Minimum Overall Height 2 stories 2 story Maximum Overall Height 5 stories 5 stories Ground Story: Minimum Height Maximum Height 14’ 18’ 14’ 18’ Upper Stories: Minimum Height Maximum Height 9’ 12’ 9’ 12’EXAMPLEMaximum Impervious Coverage = Building Coverage + Impervious Surfaces Corner Property LineFront Lot Line Building Footprint Parking Grade. Ground Story Upper Story Roof Type Bottom of Parapet Eave Height Grade Ground Story Upper Story Roof Type Finished Floor DRAFTTable 10-21-4B (2). Example Height Requirements Table from a Typical Building Type. Figure 10-21-4B (2). Maximum Impervious & Additional Semi-Pervious Coverage. Figure 10-21-4B (3). Measuring Height 10-21-4 Building Types (i) Maximum Building Width. The maximum width of a building, measured across the front facade. (j) Maximum Impervious Coverage. (Refer to Figure 10-21- 4B (2)). The maximum percentage of a lot permitted to be covered by principal structures, accessory structures, pavement, and other impervious surfaces. (k) Additional Semi-Pervious Coverage. The additional percentage of a lot beyond the Maximum Impervious Coverage, which may be surfaced in a semi-pervious material, including a green roof or pavers. (l) Parking & Loading Location. The yard in which a surface parking lot, detached garage, attached garage door access, loading and unloading, and associated drive is permitted. (m) Entry for Parking within Building. Permitted garage door location for parking entrance when parking is located within building. (n) Vehicular Access. The permitted means of vehicular ingress and egress to the lot. i. Alleys, when present, shall always be the primary means of access. ii. When alleys are not present, a driveway may be permitted per Building Type and, if an alternative is available, shall not be located off a Primary Street. 2. Height. The following explains the line item requirements for each Building Type Table within the second section entitled “Height”. Table 10-21-4B (2), illustrates an example of a Height Requirements Table from a typical Building Type. (a) Minimum Height (in Stories). The minimum overall height for the building shall be located within the build-to zone; stories above the minimum height may be stepped back from the facade. (b) Maximum Height (in Stories). The sum of a building’s total number of stories. i. Half stories are located either completely within the roof structure with street-facing windows or in a visible basement exposed a maximum of one half story above grade. ii. A building incorporating both a half story within the roof and a visible basement shall count the height of the two (2) half stories as one (1) full story. iii. Some Building Types require a building facade to step back as its height increases. The upper stories of any building facade with street frontage shall be setback a designated amount beyond the building facade of the lower stories. FINAL DRAFT SEPTEMBER 18, 2019 29 Yorkville Downtown Overlay District Form-Based Code30 Permitted Districts District A District B (c) Uses Ground Story Per Section 15.3 Uses Upper Story Per Section 15.3 Uses Parking within Building Permitted fully in any basement and in rear of upper floors Occupied Space 20’ deep on all full height floors from the front facade Permitted Districts District A District B (d) Street Facade Requirements Minimum Ground Story Transparency Measured between 2’ and 8’ above grade 65% 65% Minimum Transparency Upper Stories 20%20% Blank Wall Limitations Required per floor Front Facade Entrance Type Storefront, Arcade Principal Entrance Location Front or Corner Facades Number of Street Entrances Minimum 1 for every 50’ or less of facade Ground Story Vertical Divisions One per every 30’ of facade width Horizontal Facade Divisions Within 3’ of the top of the ground story and the bottom of any fifth floor Facade Variety Required Refer to 15.4B.4(h) for requirements. Every 80’ of facade width EXAMPLE EXAMPLE DRAFTTable 10-21-4B (4). Example Street Facade Requirements Table from a Typical Building Type. Table 10-21-4B (3). Example Uses Table from a Typical Building Type. 10-21-4 Building Types iv. Floors within the building shall be visibly designated on the street facades by the use of expression lines or the layout of the windows. (c) Ground Story and Upper Story, Minimum and Maximum Height. (Refer to Figure 10-21-4B (3)). Each frontage type includes a permitted range of height in feet for each story. Additional information is as follows: i. Floor height is measured in feet between the floor of a story to the floor of the story above it. ii. For single story buildings and the uppermost story of a multiple story building, floor to floor height shall be measured from the floor of the story to the tallest point of the ceiling. iii. Double height spaces may be located along any non- street facade or in the entrance way to the building. The entrance way shall not exceed fifty percent (50%) of the street facade. 3. Uses. The following explains the line item requirements for each Building Type Table within the third section entitled “Uses.” Refer to Section 10-21-3 for uses permitted within each District. The requirements in this section of the Building Type Tables may limit those uses within a specific Building Type. Table 10-21-4B (3) illustrates an example of the Uses table from a typical Building Type. (a) Ground and Upper Story. The uses or category of uses which may occupy the ground and/or upper story of a building. (b) Parking Within Building. The area(s) of a building in which parking is permitted within the structure. (c) Occupied Space. The area(s) of a building that shall be designed as occupied space, defined as interior building space regularly occupied by the building users. It does not include storage areas, utility space, or parking. 4. Street Facade Requirements. The following explains the line item requirements for each Building Type Table within the fourth section entitled “Street Facade Requirements.” These requirements apply only to facades facing a public or private street right-of-way. The rear or interior side yard facades are not required to meet these standards unless otherwise stated. Table 10-21-4B (4) illustrates an example of a Street Facade Requirements Table from a typical Building Type. (a) Minimum Ground Story and Upper Floor Transparency. (Refer to Figure 10-21-4B (5)). The minimum amount of transparency on street facades with street frontage. i. Transparency is any glass in windows and/or doors, including any mullions, that is highly transparent with low reflectance. (i) Ground Story Transparency, when defined separately from the overall minimum transparency, shall be measured between two (2) feet and eight (8) feet from the base of the front facade. (ii) A general Minimum Transparency requirement shall be measured from floor to floor of each story. (b) Blank Wall Limitations. A restriction of the amount of windowless area permitted on a facade with street frontage. If required, the following shall both be met for each story: i. No rectangular area greater than thirty percent (30%) of a story’s facade, as measured from floor to floor, may be windowless; and ii. No horizontal segment of a story’s facade greater than fifteen (15) feet in width may be windowless. 5. Entrance Type. (a) Front Facade Entrance Type. The Entrance Type(s) permitted for the entrance(s) of a given Building Type. A mix of permitted Entrance Types may be utilized. Refer to Section 10-21-4I Entrance Types for definition of and additional requirements for each. (b) Principal Entrance Location. The facade on which the primary building entrance is to be located. Permitted Districts District A District B (e) Roof Type Requirements Permitted Roof Types Parapet, Pitched, Flat Tower PermittedEXAMPLE Area of Each Story. Measured from Center of Facade at Finished Ground Floor Height One Story. Blank Wall Limitations. Measuring Ground Floor Transparency on a Storefront Base. Measure percent of Ground Story Storefront Transparency between two and eight feet from the sidewalk DRAFTFigure 10-21-4B (5). Measuring Transparency.Figure 10-21-4B (4). Building Variety. Table 10-21-4B (5). Example Roof Type Requirements Table from a Typical Building Type. 10-21-4 Building Types (c) Number of Street Entrances. The minimum number of and maximum spacing between entrances on the ground floor building facade with street frontage. (d) Ground Story Vertical Divisions. The use of a vertically oriented expression line or form to divide the ground floor facade into increments no greater than the dimension shown in Figure 10-21-4I (1), as measured along the base of the facade, and extending a minimum of eighty percent (80%) from the average grade of the facade elevation to the interior ceiling. Elements may include a column, pilaster, or other continuous vertical ornamentation. (e) Horizontal Facade Divisions. The use of a horizontally oriented expression line or form to divide portions of the facade into horizontal divisions, extending a minimum of ninety percent (90%) of the full width of the facade. Elements may include a cornice, belt course, molding, string courses, or other continuous horizontal ornamentation a minimum of one and a half inch depth. (f) Facade Variety Requirements. Building design shall vary between designated vertical facade divisions, where required per the Building Type, and from adjacent buildings by the type of dominant material or color, scale, or orientation of that material and at least two of the following. Refer to Figure 10- 21-4B (5) for one illustration of this requirement. i. The proportion of recesses and projections. ii. The location of the entrance and window placement, unless storefronts are utilized. iii. Roof type, plane, or material, unless otherwise stated in the Building Type requirements. 6. Roof Type. The following explains the line item requirements for each Building Type Table in Sections 10-21-4C through 10-21-4H, within the fifth section entitled “Roof Types.” Table 10-21-4B (5) illustrates an example of a Roof Type Requirements Table from a typical Building Type. (a) Permitted Roof Type. The roof type(s) permitted for a given Building Type. Refer to Section 10-21-4J for more specific requirements. (b) Tower. A vertical building extension that may be permitted in conjunction with another roof type on certain Building Types. Refer to Section 10-21-4J. FINAL DRAFT SEPTEMBER 18, 2019 31 Measuring Transparency on Each Story with Slope. Each Window Opening Yorkville Downtown Overlay District Form-Based Code32 Permitted Districts S 1: Bridge Street S 2: Hydraulic Street S 3: Van Emmon Street S 4: ‘B’ Street (a) Building Siting Refer to Figures 10-21-4C (1) and 10-21-4C-(2) Multiple Principal Buildings Permitted 1 Minimum Front Lot Line Coverage 100% 2 75%90% 2 65% Occupation of Corner Required Front Build-to Zone 0’ to 5’0’ to 10’ Corner Build-to Zone 0’ to 5’0’ to 10’ Minimum Side Yard Setback 0’; 5’ if adjacent to other Building Type 5’ Minimum Rear Yard Setback 5’; 25’ if located adjacent to residential 3 Minimum Lot Width Maximum Building Width none none 16’ none Maximum Impervious Coverage Additional Semi-Pervious Coverage 95% 4 5% 80% 4 20% Parking & Loading Location Rear yard; existing developed sites require no add’l parking and/or loading facilities Rear Yard & Side Yard 5 Entry for Parking within Building Rear & Side Facades All Sides Vehicular Access none Alley; if no alley exists, 1 driveway per every 80’ of frontage is permitted off non-Primary street; if no side street, 1 driveway permitted off Primary Street; shared access is encouraged. (b) Height Refer to Figure 10-21-4C (3) Minimum Overall Height 2 stories 1 story Maximum Overall Height 6 stories (with min. 3’ setback at 3 stories) 4 stories Ground Story: Minimum Height Maximum Height 14’ 24’ 6 12’ 24’ 6 14’ 24’ 6 12’ 24’ 6 Upper Stories: Minimum Height Maximum Height 9’ 14’ (c) Uses Refer to Figure 10-21-4C (3) Ground Story Per Section 10-21-3 Uses; residential permitted provided that it is located at least 20’ from the front primary facade Upper Story Per Section 10-21-3 Uses Parking within Building Permitted fully in any basement and in rear of all floors Occupied Space 20’ deep on all full height floors from the front facade (d) Street Facade Requirements Refer to Figure 15.4C (4) Minimum Ground Story Transparency Measured between 2’ and 8’ above grade 50%30% Minimum Upper Story Transparency Street-Facing Stories 20%15% Front Facade Entrance Type Storefront, Elevated Storefront (permitted only on parcels in flood hazard areas per Section 18 of the City’s Code of Ordinances) Principal Entrance Location Front or Corner Facades Number of Street Entrances Minimum 1 for every 30’ or less of facade Minimum 1 for every 50’ or less of facade Minimum 1 for every 80’ or less of facade Ground Story Vertical Divisions One per every 20-40’ of facade width Horizontal Facade Divisions Within 3’ of top of ground story and the bottom of any fifth floor Within 3’ of top of ground story Facade Variety Required Refer to 10-21-4B(4)(h) for requirements.Every 40’ of facade width Every 50’ of facade width (e) Roof Type Requirements Refer to Figure 10-21-4C (4) Permitted Roof Types Parapet, Pitched, Flat Tower PermittedDRAFT10-21-4 Building Types C. Downtown Commercial Building 1. Description & Intent. The Downtown Commercial Building is a building located at the front and corner property lines allowing easy access to passing pedestrians. Parking may be provided in the rear of the lot, internally in the building, or, in some cases, no off-street parking is required. Storefronts with large amounts of transparency and regularly spaced entrances off the street are utilized on the ground floor front facade. Ground floor uses are limited to those with high levels of pedestrian activity, such as retail, service, and office uses, with additional commercial, office, and/or residential uses in the upper stories. 2. Regulations. Regulations for the Downtown Commercial Building Type are defined in the adjacent table. Notes: 1 Each building shall meet all requirements of the Building Type. 2 A max. six (6) foot gap is allowed if it serves as a walkable passage. 3 If located adjacent to flood hazard area, refer to requirements of the Yorkville Stormwater Ordinance No. 2012-56. Refer to FEMA National Flood Hazard Layer FIRMette maps for all flood hazard areas. 4 Maximum Impervious Coverage shall be applied only to all non-flood hazard areas. Refer to FEMA National Flood Hazard Layer FIRMette maps for all flood hazard areas. 5 Lots wider than one hundred (100) feet are permitted one double-loaded aisle of parking (maximum width of seventy (70) feet), located perpendicular to the front lot line and shall meet a Front Lot Line Coverage of sixty percent (60%). 6 Eighteen (18) feet or more in height counts as two (2) stories towards maximum building height. b g i c a d h f e u o n m l q j k p r s t v MAIN STREET Front Property Line Rear Property Line Corner Side Property LineNon-Primary StreetPrimary Street Side Property Lineb g g i c c a a d h h f f e e Figure 10-21-4C (1): Building Siting. Street u Street Front Lot Lineo o o o nl m q j k p p p p p p r r s s s s s s ss ss ss t v h Front Property Line Rear Property Line Corner Side Property LineNon-Primary StreetPrimary Street Typical Site Plan.Site Plan with side parking (S 2 and S4 only). PRINCIPAL BUILDING PRINCIPAL BUILDING b i d h i Side Property LineFigure 10-21-4C (2): Building Siting.DRAFTFigure 10-21-4C (3): Height & Use Requirements.Figure 10-21-4C (4): Street Facade Requirements. 10-21-4 Building Types FINAL DRAFT SEPTEMBER 18, 2019 33 Yorkville Downtown Overlay District Form-Based Code34 Permitted Districts S 2: Hydraulic Street S 3: Van Emmon Street S 4: ‘B’ Street (a) Building Siting Refer to Figures 10-21-4D (1) and 10-21-4D (2) Multiple Principal Buildings Permitted 1 Minimum Front Lot Line Coverage 75% 50% Occupation of Corner Required Front Build-to Zone 5’ to 15’5’ to 20’ Corner Build-to Zone 0’ to 10’5’ to 20’ Minimum Side Yard Setback 5’10’ Minimum Rear Yard Setback 5’; 25’ if located adjacent to residential 2 Minimum Lot Width Maximum Building Width 16’ none Maximum Impervious Coverage Additional Semi-Pervious Coverage 65% 3 20% 75% 3 20% 65% 3 20% Parking & Loading Location Rear yard 4, Side Yard Entry for Parking within Building Rear & Side Facades Vehicular Access Alley; if no alley exists, 1 driveway per every 80’ of frontage is permitted off non-Primary street; if no side street, 1 driveway permitted off Primary Street; shared access is encouraged. (b) Height Refer to Figure 10-21-4D (3) Minimum Overall Height 1 story Maximum Overall Height 4 stories All Stories: Minimum Height Maximum Height 9’ 14’ (c) Uses Refer to Figure 10-21-4D (3). All Stories Per Section 10-21-3 Uses; residential dwelling allowed provided that it is located at least 20’ from the front primary facade Parking within Building Permitted fully in any basement and in rear of all floors Occupied Space 20’ deep on all full height floors from the front facade (d) Street Facade Requirements Refer to Figure 10-21-4D (4). Minimum Transparency Per each Story 20% Front Facade Entrance Type Stoop, Porch Principal Entrance Location Front facade or corner facade Number of Street Entrances Minimum 1 for every 100’ or less of facade Ground Story Vertical Divisions Every 60’ of facade width Horizontal Facade Divisions Within 3’ of the top of the ground story and any visible basement Facade Variety Required Refer to 10-21-4B(4)(h) for requirements.Every 50’ of facade width (e) Roof Type Requirements Refer to Figure 10-21-4D (4) Permitted Roof Types Parapet, pitched, flat Tower PermittedDRAFT10-21-4 Building Types D. Downtown Living Building 1. Description & Intent. The Downtown Living Building Type is limited in terms of uses by the district within which it is located, generally housing office and/or residential uses. Similar to the Downtown Commercial Building, the Downtown Living building is intended to be built close to the front and corner property lines, but generally allows for more landscape space between the building and the street. Parking may be provided in the rear of the lot, internally in the building, or, in some cases, one double loaded aisle of parking is permitted in the interior or the side yard at the front lot line. 2. Regulations. Regulations for the Downtown Living Building Type are defined in the adjacent table. Notes: 1 Each building shall meet all requirements of the Building Type. 2 If located adjacent to flood hazard area, refer to requirements of the Yorkville Stormwater Ordinance No. 2012-56. Refer to FEMA National Flood Hazard Layer FIRMette maps for all flood hazard areas. 3 Maximum Impervious Coverage shall be applied only to all non-flood hazard areas. Refer to FEMA National Flood Hazard Layer FIRMette maps for all flood hazard areas. 4 Lots wider than one hundred (100) feet are permitted one double-loaded aisle of parking (maximum width of seventy (70) feet), located perpendicular to the front lot line and shall meet a Front Lot Line Coverage of sixty percent (60%). b g i c a d h f e n l q j k p r t m o s Front Property Line Rear Property Line Corner Side Property LineNon-Primary StreetPrimary Street Side Property LineFigure 10-21-4D (1): Building Siting. Typical Site Plan. b g i c a d h f e Front Property LineStreet k j q l pp p r s t n p n p n o n m n h b g c a d h f e h iFront Property Line Rear Property Line Corner Side Property LineNon-Primary StreetPrimary Street Side Property LineSite Plan with side parking (S 3 and S 4 only). m m m m ppp ppp ppp Street PRINCIPAL BUILDING PRINCIPAL BUILDING Figure 10-21-4D (2): Building Siting.DRAFT10-21-4 Building Types FINAL DRAFT SEPTEMBER 18, 2019 35 Figure 10-21-4D (3): Height & Use Requirements.Figure 10-21-4D (4): Street Facade Requirements. Yorkville Downtown Overlay District Form-Based Code36 Permitted Districts S 1: Bridge Street S 2: Hydraulic Street S 3: Van Emmon Street S 4: ‘B’ Street (a) Building Siting Refer to Figure 10-21-4E (1) Multiple Principal Buildings Refer to District Street Details Minimum Front Lot Line Coverage 60%50%40% Occupation of Corner Required Front Build-to Zone 5’ to 10’5’ to 20’ Corner Build-to Zone 5’ to 10’5’ to 25’5’ to 15’ Minimum Side Yard Setback 10’15’ Minimum Rear Yard Setback 25’ 2 Minimum Lot Width Maximum Building Width 25’ 50’ Maximum Impervious Coverage Additional Semi-Pervious Coverage 70% 3 15% 60% 3 15% Parking & Loading Location Rear yard; attached garages access off rear facade only. 4,5 Entry for Parking within Building Not Permitted on Primary Street Vehicular Access Alley; if no alley exists, 1 driveway permitted off non-Primary street; if no side street, 1 driveway permitted off Primary Street; shared access is encouraged. (b) Height Refer to Figure 10-21-4E (2) Minimum Overall Height none Maximum Overall Height 3.5 stories Minimum Ground Story Height 10’ (c) Uses Refer to Figure 10-21-4E (2) Ground Story Per Section 10-21-3 Uses Upper Stories Per Section 10-21-3 Uses Parking within Building Not Permitted on Primary Street Occupied Space 20’ deep on all full height floors from the front facade (d) Street Facade Requirements Refer to Figure 10-21-4E (3) Minimum Ground Story Transparency Measured between 2’ and 8’ above grade 40% 30% Minimum Transparency Upper Stories 15% Blank Wall Limitations Required per floor Front Facade Entrance Type Porch (Storefront, Elevated Storefront permitted only on parcels in flood hazard areas per Section 18 of the City’s Code of Ordinances; Stoop permitted with design review Principal Entrance Location Front or corner side facade Number of Street Entrances Minimum 1 per Building Ground Story Vertical Divisions Not required Horizontal Facade Divisions Within 3’ of the top of any visible basement Facade Variety Required Refer to 10-21-4B(4)(h) for requirements.Between adjacent buildings (e) Roof Type Requirements Refer to Figure 10-21-4E (3) Permitted Roof Types Pitched Tower PermittedDRAFT10-21-4 Building Types E. Cottage Commercial Building 1. Description & Intent. The Cottage Commercial Building combines characteristics of the Downtown Commercial Building Type with physical characteristics of a residential cottage, such as a pitched roof and a front stoop or porch. This lower-scale building has a pedestrian-friendly storefront, stoop, or porch entrance type with moderate transparency and a primary entrance that faces the street. Constructed with Setbacks similar to a residential cottage, this building typically has more landscape area than the Downtown Commercial Building Types. Parking is permitted in the rear of the lot or a side aisle (with conditions). The Cottage Commercial Building may contain a mix of uses, including retail, service, and office uses on the ground floor, with residential uses on upper floors. 2. Regulations. Regulations for the Cottage Commercial building type are defined in the adjacent table. Notes: 1 Each building shall meet all requirements of the Building Type. 2 If located adjacent to flood hazard area, refer to requirements of the Yorkville Stormwater Ordinance No. 2012-56. Refer to FEMA National Flood Hazard Layer FIRMette maps for all flood hazard areas. 3 Maximum Impervious Coverage shall be applied only to all non-flood hazard areas. Refer to FEMA National Flood Hazard Layer FIRMette maps for all flood hazard areas. 4 Lots wider than eighty (80) feet are permitted one single-loaded aisle of parking (maximum width of forty (40) feet), located perpendicular to the front lot line, and shall meet a Front Lot Line Coverage of fifty percent (50%). 5 Attached garages are considered part of the principal building and shall meet all setbacks. Detached garages shall meet all setbacks unless an alley is present. When an alley is present, detached garages shall have a minimum rear setback of five (5) feet. b g i c a d h f e u o n m l q j k p r s t Rear Property Line Corner Side Property LineNon-Primary StreetPrimary Street Side Property Lineb i c a d h f e e a f g h i d StreetStreet l k j m p o r ron s q t Front Property Line h h g Front Property Linen n o o ruPRINCIPAL BUILDINGPRINCIPAL BUILDINGDRAFTFigure 10-21-4E (2) Height & Use Requirements.Figure 10-21-4E (3). Street Facade Requirements. Figure 10-21-4E (1). Building Siting. 10-21-4 Building Types FINAL DRAFT SEPTEMBER 18, 2019 37 Yorkville Downtown Overlay District Form-Based Code38 Permitted Districts S 1: Bridge Street S 2: Hydraulic Street S 3: Van Emmon Street S 4: ‘B’ Street S 5: ‘B’ Street Residential (a) Building Siting Refer to Figure 10-21-4F (1) Multiple Principal Buildings Refer to District Street Details Minimum Front Lot Line Coverage Refer to District Street Details Occupation of Corner Required Front Build-to Zone 0’ to 10’0’ to 15’Corner Build-to Zone Minimum Side Yard Setback 5’10’ Minimum Rear Yard Setback 5’; 25’ if located adjacent to residential 1 Minimum Lot Width Maximum Building Width 16’ none 30’ none Maximum Impervious Coverage Additional Semi-Pervious Coverage 70% 2 20% 70% 2 10% 50% 2 20% Parking & Loading Location Rear yard 3 Entry for Parking within Building Rear & Side Facades Vehicular Access Alley Alley; if no alley exists, 1 driveway is permitted per street frontage (b) Height Refer to Figure 10-21-4F (2) Minimum Overall Height 1 story Maximum Overall Height 6 stories (with min. 3’ setback at 3 stories) 4 stories 3 stories Ground Story: Minimum Height Maximum Height 14’ 24’ 4 12’ 24’ 4 14’ 24’ 4 12’ 24’ 4 12’ 18’ 4 Upper Stories: Minimum Height Maximum Height 9’ 14’ 9’ 12’ (c) Uses Refer to Figure 10-21-4F(2) All Stories Limited to uses in the Civic category and Entertainment Uses by Special Use. Refer to 15.3 Uses. Parking within Building Permitted fully in any basement and in rear of all floors Occupied Space 30’ deep on all full height floors from the front facade (d) Street Facade Requirements Refer to Figure 10-21-4F (3) Minimum Transparency Per each Story 12% Blank Wall Limitations None Front Facade Entrance Type None required Principal Entrance Location Front or corner Facade Number of Street Entrances 1 per each 150’ of front facade Ground Story Vertical Divisions none required Horizontal Facade Divisions none required Facade Variety Required Refer to 10-21-4B(4)(h) for requirements.none required (e) Roof Type Requirements Refer to Figure 10-21-4F (3) Permitted Roof Types Parapet, Pitched, Flat, Other Roofs with approval per 10-21-4J Pitched Tower PermittedDRAFT10-21-4 Building Types F. Civic Building 1. Description & Intent. The Civic Building Type is a more flexible Building Type intended only for civic and institutional types of uses. These buildings are distinctive within the community fabric created by the other Building Types. Parking is limited to the rear in most cases. The maximum heights of this Building Type depend on the district within which it is located. 2. Regulations. Regulations for the Civic Building Type are defined in the adjacent table. Notes: 1 If located adjacent to flood hazard area, refer to requirements of the Yorkville Stormwater Ordinance No. 2012-56. Refer to FEMA National Flood Hazard Layer FIRMette maps for all flood hazard areas. 2 Maximum Impervious Coverage shall be applied only to all non-flood hazard areas. Refer to FEMA National Flood Hazard Layer FIRMette maps for all flood hazard areas. 3 Lots wider than one hundred (100) feet are permitted one double-loaded aisle of parking (maximum width of seventy (70) feet), located perpendicular to the front lot line. 4 Eighteen (18) feet or more in height counts as two (2) stories towards maximum building height. b g i c d h f e s n m l q j k p r o a Street Front Lot Line Rear Property Line Corner Property LineStreetStreet Side Property Lineb g c d f e m n l o j k p Street s r a f i h Front Property Linel l l l m m m o o o o o o o o o o o o o o q PRINCIPAL BUILDING DRAFTFigure 10-21-4F (2). Height & Use Requirements.Figure 10-21-4F (3). Street Facade Requirements. Figure 10-21-4F (1). Building Siting. 10-21-4 Building Types FINAL DRAFT SEPTEMBER 18, 2019 39 Yorkville Downtown Overlay District Form-Based Code40 Permitted Districts S 3: Van Emmon Street S 4: ‘B’ Street S 5: ‘B’ Street Residential (a) Building Siting Refer to Figures 10-21-4G (1) and 10-21-4G (2) Multiple Principal Buildings Permitted 1 Minimum Front Lot Line Coverage 75% 2 70% 2 65% 2 Occupation of Corner Required Front Build-to Zone 5’ to 20’10’ to 20’10’ to 25’ Corner Build-to Zone 5’ to 10’10’ to 15’ Minimum Side Yard Setback 0’ per unit; 10’ between buildings’ 0’ per unit; 15’ between buildings’ Minimum Rear Yard Setback 15’, if alley present 5’20’, if alley present 5’ Minimum Unit Width Maximum Building Width 16’ per unit Maximum 8 units per building 16’ per unit Maximum 6 units per building; maximum 120’ width 18’ per unit Maximum 6 units per building; maximum 120’ width Maximum Impervious Coverage Additional Semi-Pervious Coverage 65% 3 20% 60% 3 20% 50% 3 20% Parking & Garage Location Rear yard; attached garages access off rear facade only. 4 Vehicular Access Alley; if no alley exists, one driveway is permitted per building (b) Height Refer to Figure 10-21-4G (3) Minimum Overall Height 1 story Maximum Overall Height 4 stories 3.5 stories 3 stories Minimum Ground Floor Height:12’ (c) Uses Refer to Figure 10-21-4G (3) All Stories Residential only Parking within Building Permitted fully in any basement and in rear of all floors Occupied Space 30’ deep on all full height floors from the front facade (d) Street Facade Requirements Refer to Figure 10-21-4G (4) Minimum Transparency per each Story 15%12% Front Facade Entrance Type Stoop, Porch Principal Entrance Location Front or Corner Side Facade Number of Street Entrances 1 per unit Ground Story Vertical Divisions none required Horizontal Facade Divisions none required Facade Variety Required Refer to 10-21-4B(4)(h) for requirements.Between adjacent buildings (e) Roof Type Requirements Refer to Figure 10-21-4G (4) Permitted Roof Types Parapet, Pitched, Flat Tower PermittedDRAFTG. Attached Building 1. Description & Intent. The Attached Building is a building comprised of multiple vertical units, each with its own entrance to the street. This Building Type may be organized as townhouses or rowhouses. Parking is required to be located in the rear yard and may be incorporated either into a detached garage or in an attached garaged accessed from the rear of the building. However, when the garage is located within the building, a minimum level of occupied space is required on the front facade to ensure that the street facade is active. 2. Regulations. Regulations for the Attached Building Type are defined in the adjacent table. Notes: 1 For the purposes of the Attached Building, a building consists of a series of units. When permitted, multiple buildings may be located on a lot within the minimum space between them. However, each building shall meet all requirements of the Building Type. 2 Each building shall meet the front lot line coverage requirement, except one of every five (5) units may front a courtyard with a minimum width of thirty (30) feet. The courtyard shall be defined on three (3) sides by units. 3 Maximum Impervious Coverage shall be applied only to all non-flood hazard areas. Refer to FEMA National Flood Hazard Layer FIRMette maps for all flood hazard areas. 4 Attached garages are considered part of the principal building and shall meet all setbacks. Detached garages shall meet all setbacks unless an alley is present. When an alley is present, detached garages shall have a minimum rear setback of five (5) feet. 10-21-4 Building Types b g i c a d h f e s n l q j k p r m o Front Lot Line Rear Property Line Corner Property LineStreetStreet Side Property LineAlley Rowhouse Front Lot Line Rear Property Line Corner Property LineStreetStreet Side Property LineAlley Street b b g i i c c a a d d h h f f e e r rm m m m l o j k n n p pp p p pp p p q s Street g PRINCIPAL BUILDINGPRINCIPAL BUILDING unitunitunitunitunitunitunitunitunitunitunitunitunitunitpDRAFT Figure 10-21-4G (3): Height & Use Requirements.Figure 10-21-4G (4): Street Facade Requirements. Figure 10-21-4G (1): Building Siting.Figure 10-21-4G (2): Building Siting. 10-21-4 Building Types FINAL DRAFT SEPTEMBER 18, 2019 41 Site Plan without Rear Yard Site Plan with Rear Yard Yorkville Downtown Overlay District Form-Based Code42 Permitted Districts S 4: ‘B’ Street S 5: ‘B’ Street Residential (a) Building Siting Refer to Figure 10-21-4H (1) Multiple Principal Buildings Permitted 1 Minimum Front Lot Line Coverage 50% 2 40% Occupation of Corner Required Front Build-to Zone 10’ to 20’10’ to 25’ Corner Build-to Zone 10’ to 20’10’ to 25’ Minimum Side Yard Setback 5’7.5’ Minimum Rear Yard Setback 35’, if alley present 5’ Minimum Lot Width Maximum Lot Width 30’ 50’ 30’ 70’ Maximum Impervious Coverage Additional Semi-Pervious Coverage 60% 3 20% 50% 3 20% Parking & Garage Location Rear yard; attached garages access off rear or side facade only. 4 Vehicular Access Alley; if no alley exists, one driveway is permitted per building (b) Height Refer to Figure 10-21-4H (2) Minimum Overall Height 1 story Maximum Overall Height 3.0 stories All Stories: Minimum Height Maximum Height 9’ 14’ (c) Uses Refer to Figure 10-21-4H (2) All Stories Residential only Parking within Building Permitted Occupied Space 30’ (d) Street Facade Requirements Refer to Figure 10-21-4H (3) Minimum Transparency per each Story 12% Front Facade Entrance Type Stoop, porch Principal Entrance Location Front or side facade Number of Street Entrances Any Ground Story Vertical Divisions None required Horizontal Facade Divisions None required Facade Variety Required Refer to 10-21-4B(4)(h) for requirements.Between adjacent buildings (e) Roof Type Requirements Refer to Figure 10-21-4H (3) Permitted Roof Types Parapet, Pitched, Flat Pitched Tower Not permittedDRAFT10-21-4 Building Types H. Yard Building 1. Description & Intent. The Yard Building is a residential building, incorporating a landscaped yard surrounding all sides of the building. Parking and garages are limited to the rear only with preferred access from an alley. 2. Regulations. Regulations for the Yard Building Type are defined in the adjacent table. Notes 1 Each building shall meet all requirements of the Building Type. 2 When multiple buildings are located on a single lot, the buildings shall collectively meet the front lot line coverage requirement. Buildings located internal to the lot may be arranged with a courtyard or bungalow court that is a minimum of twenty (20) feet in width. The width of the courtyard shall be exempt from minimum front lot line coverage requirements. The courtyard or bungalow court shall be defined on three (3) sides by units. This layout shall not be allowed on corner lots, only lots internal to a block segment. 3 Maximum Impervious Coverage shall be applied only to all non-flood hazard areas. Refer to FEMA National Flood Hazard Layer FIRMette maps for all flood hazard areas. 4 Attached garages are considered part of the principal building and shall meet all setbacks. Detached garages shall meet all setbacks unless an alley is present. When an alley is present, detached garages shall have a minimum rear setback of five (5) feet. b g i c a d h f e n l q j k p r m o Street Front Lot Line Rear Property Line Corner Property LineStreetStreet Side Property LineStreet b g g h i a d f e e q l l l l m m o o oo o o p r j k b c PRINCIPAL BUILDINGPRINCIPAL BUILDINGh n DRAFTFigure 10-21-4H (2). Height and Use Requirements.Figure 10-21-4H (3). Street Facade Requirements. Figure 10-21-4H (1). Building Siting. 10-21-4 Building Types FINAL DRAFT SEPTEMBER 18, 2019 43 Yorkville Downtown Overlay District Form-Based Code44 Expression Line Sidewalk Transparency Ground Story Elevation Entry Base Expression Line Street Sidewalk StorefrontBasementEntry Base Secondary Sidewalk Landscape Area or Visible Basement Ramp Down to Grade Interior Ceiling Vertical Division DRAFTFigure 10-21-4I (1). Storefront Entrance Type.Figure 10-21-4I (2). Elevated Storefront Entrance Type. 10-21-4 Building Types I. Entrance Types Entrance type standards apply to the ground story and visible basement of front facades of all Building Types as defined in this Section. Refer to the Building Type Table Requirements, Sections 10-21-4C through 10-21-4H. 1. General. The following provisions apply to all entrance types. (a) Intent. To guide the design of the ground story of all buildings to relate appropriately to pedestrians on the street. Treatment of other portions of the building facades is detailed in each Building Type standard (refer to Building Types 10-21-4C through 10-21-4H). (b) Applicability. The entire ground story street-facing facade(s) of all buildings shall meet the requirements of at least one (1) of the permitted entrance types, unless otherwise stated. (c) Measuring Transparency. Refer to Section 10-21-4B Explanation of Building Type Table Standards, for information on measuring building transparency. (d) Visible Basements. Visible basements, permitted by entrance type, are optional. The visible basement shall be a maximum of one-half the height of the tallest story. 2. Storefront Entrance Type. Refer to Figure 10-21-4I (1). The Storefront entrance type is a highly transparent ground story treatment designed to serve primarily as the display area and primary entrance for retail or service uses. (a) Transparency. Minimum transparency is required per Building Type. (b) Elevation. Storefront elevation shall be between zero (0) and one (1) foot above street sidewalk. (c) Visible Basement. A visible basement is not permitted. (d) Horizontal Facade Division. Horizontally define the ground story facade from the upper stories. (e) Entrance. All entries shall be recessed from the front facade closest to the street. i. Recess shall be a minimum of three (3) feet and a maximum of eight (8) feet deep, measured from the portion of the front facade closest to the street. ii. When the recess falls behind the front build-to zone, the recess shall be no wider than eight (8) feet. 3. Elevated Storefront Entrance Type. Refer to Figure 10-21-4I (2). The Elevated Storefront entrance type is a highly transparent ground story treatment similar to the Storefront, but permitted to be elevated above the sidewalk for buildings located on parcels with flood hazard areas. (a) Transparency. Minimum transparency is required per Building Type. (b) Elevation. Storefront elevation may be a half story above the street sidewalk elevation. (c) Visible Basement. A visible basement is permitted and does not require Occupied Space. (d) Horizontal Facade Division. Horizontally define the ground story facade from the upper stories and any Visible Basement from the ground story. (e) Entrance. All entries shall be located off a secondary walk along the building face within the build-to zone. i. The secondary sidewalk shall be elevated above and essentially parallel to the street sidewalk to provide Entry Optional Visible Basement Expression Line Vertical Divisions Sidewalk Transparency Ground Story Elevation Entry Sidewalk DRAFTFigure 10-21-4I (3). Stoop Entrance Type.Figure 10-21-4I (4). Porch Entrance Type. 10-21-4 Building Types continuous walking along the facade of the building. ii. The secondary sidewalk shall be continuous along the facade of the building and shall connect to the street sidewalk by steps and ramps every fifty (50) feet. iii. The secondary sidewalk shall connect to any other adjacent developments secondary sidewalks, when feasible. Drive crossings shall be of the same material as the secondary walk. iv. The transition between the secondary sidewalk and street sidewalk shall include landscape, patios, and connecting walks. v. The visible basement shall be located a minimum of five (5) feet from the street sidewalk to allow softening of the transition. vi. The street and the secondary sidewalks shall be a minimum of eight (8) feet in width. 4. Stoop Entrance Type. Refer to Figure 10-21-4I (3). A stoop is an unroofed, open platform. (a) Transparency. Minimum transparency is required per Building Type. (b) Stoop Size. Stoops shall be a minimum of five (5) feet deep by six (6) feet wide. (c) Elevation. Stoop elevation shall be located a maximum of two (2) feet six (6) inches (2’ 6”) above the sidewalk without visible basement and a maximum of four (4) feet six (6) inches (4’ 6”) above the sidewalk with a visible basement. (d) Visible Basement. A visible basement is permitted and shall be separated from the ground story by an expression line. (e) Entrance. All entries shall be located off a stoop. The stoop may be continuous along the facade of the building. (f) Landscape Area. A minimum five (5) foot wide landscape area is required within the build-to zone along the length of this entrance type with the exception of walks accessing the building. 5. Porch Entrance Type. Refer to Figure 10-21-4I (4). A porch is a raised, roofed platform that may or may not be enclosed on all sides. If enclosed, the space shall not be climate controlled. (a) Transparency. i. Minimum transparency per Building Type is required. ii. If enclosed, a minimum of forty percent (40%) of the enclosed porch shall be comprised of highly transparent, low reflectance windows. (b) Porch Size. The porch shall be a minimum of five (5) feet deep and eight (8) feet wide. (c) Elevation. Porch elevation shall be located a maximum of two (2) feet six (6) inches (2’ 6”) above the sidewalk without a visible basement and a maximum of four (4) feet six (6) inches (4’ 6”) above the sidewalk with a visible basement. (d) Visible Basement. A visible basement is permitted. (e) Height. Porch may be two (2) stories to provide a balcony on the second floor. (f) Entrance. All entries shall be located off a porch. FINAL DRAFT SEPTEMBER 18, 2019 45 Yorkville Downtown Overlay District Form-Based Code46 Cap Type & Roof Height Low Pitched Roof Roof Type (Hip Roof) Roof Slope upper floor Upper Floor Expression Line Cap Height Pitched Roof Type (Gable Roof) Roof Slope Upper Floor Cap Type & Roof HeightDRAFT Figure 10-21-4J (1). Parapet Roof Type Figure 10-21-4J (2). Pitched Roof Type 10-21-4 Building Types J. Roof Types Roof type standards apply to the roof and cap of all Building Types as defined in this Section. Refer to the Building Type Table Requirements, Sections 10-21-4C through 10-21-4H. 1. General Provisions. The following provisions apply to all roof types. (a) Intent. To guide the design of the cap of all buildings. (b) Applicability. All buildings shall meet the requirements of one of the roof types permitted for the Building Type. (c) Measuring Height. Refer to Section 10-21-4B for information on measuring building height. (d) Other roof types. Other building caps not listed as a specific type may be requested with the following requirements: i. The roof type shall not create additional occupiable space beyond that permitted by the Building Type. ii. The shape of the Roof Type shall be significantly different from those defined in this section 10-21-4J, i.e. a dome, spire, vault. iii. The building shall warrant a separate status within the community from the fabric of surrounding buildings, with a correspondence between the form of the roof type and the meaning of the building use. 2. Parapet Roof Type. Refer to Figure 10-21-4J (1). A parapet is a low wall projecting above a building’s roof along the perimeter of the building. It can be utilized with a flat or low pitched roof and also serves to limit the view of roof-top mechanical systems from the street. (a) Parapet Height. Height is measured from the top of the upper story to the top of the parapet. i. Minimum height is two (2) feet with a maximum height of six (6) feet. ii. The parapet shall be high enough to screen the roof and any roof appurtenances from view of the street(s). (b) Horizontal Expression Lines. An expression line shall define the parapet from the upper stories of the building and shall also define the top of the cap. (c) Occupied Space. Occupied space shall not be incorporated behind this roof type. 3. Pitched Roof Type. Refer to Figure 10-21-4J (2). This roof type has a sloped or pitched roof. Slope is measured with the vertical rise divided by the horizontal span or run. (a) Pitch Measure. The roof may not be sloped less than a 4:12 (rise:run) or more than 16:12. i. Slopes less than 4:12 are permitted to occur on second story or higher roofs. Refer to Figure 10-21-4J (2). (b) Configurations. i. Hipped, gabled, and combination of hips and gables with or without dormers are permitted. ii. Butterfly roofs (inverted gable roof) are permitted with a maximum height of eight (8) feet, inclusive of overhang. iii. Gambrel and mansard roofs are not permitted. (c) Parallel Ridge Line. A gabled end or perpendicular ridge line shall occur at least every one hundred (100) feet of roof when the ridge line runs parallel to the front lot line. Refer to Figure 10-21-4J (3). (d) Roof Height. Roofs without occupied space and/or dormers shall have a maximum height on street-facing facades equal to the maximum floor height permitted for the Building Type. (e) Occupied Space. Occupied space may be incorporated behind this roof type. Allowable Cap Type Tower Width Cap Eave Thickness Eave DepthVertical Wall Plane Tower Height Expression Line Upper Fl o o r Parallel Ridge Line with Gable Roof Slope Upper Floor Cap Type & Roof Height DRAFTFigure 10-21-4J (4). Tower Figure 10-21-4J (3). Parallel Ridge Line Figure 10-21-4J (5). Flat Roof Type 10-21-4 Building Types 4. Flat Roof Type. Refer to Figure 10-21-4J (5), Flat Roof Type. This roof type has a flat roof with overhanging eaves. (a) Configuration. Roofs with no visible slope are acceptable. Eaves are recommended on all street facing facades. (b) Eave Depth. Eave depth is measured from the building facade to the outside edge of the eave. Eaves shall have a depth of at least fourteen (14) inches. (c) Eave Thickness. Eave thickness is measured at the outside edge of the eave, from the bottom of the eave to the top of the eave. Eaves shall be a minimum of eight (8) inches thick. (d) Interrupting Vertical Walls. Vertical walls may interrupt the eave and extend above the top of the eave with no discernible cap. i. No more than one-half of the front facade can consist of an interrupting vertical wall. ii. Vertical walls shall extend no more than four (4) feet above the top of the eave. (e) Occupied Space. Occupied space shall not be incorporated behind this roof type. (f) No mechanical equipment on roof shall be visible from the adjacent sidewalk. 5. Towers. Refer to Figure 10-21-4J (4). A tower is a rectilinear or cylindrical, vertical element, that shall be used with other roof types. (a) Quantity. All Building Types, with the exception of the Civic Building, are limited to one (1) tower per building. (b) Tower Height. Maximum height, measured from the top of the parapet or eave to the top of the tower, is the equivalent of the height of one (1) upper floor of the building to which the tower is applied. (c) Tower Width. Maximum width along all facades is one-third the width of the front facade or thirty (30) feet, whichever is less. (d) Occupied Space. Towers may be occupied by the same uses allowed in upper stories of the Building Type to which it is applied. (e) Application. May be combined with all other roof types. (f) Tower Cap. The tower may be capped by the parapet, pitched, low pitched, or flat roof roof types, or the spire may cap the tower. FINAL DRAFT SEPTEMBER 18, 2019 47 Yorkville Downtown Overlay District Form-Based Code48DRAFTFigure 10-21-4K (1). Primary Materials.Figure 10-21-4K (2). Roof Materials. 10-21-4 Building Types K. Additional Design Requirements The following outlines the district design requirements that affect a building’s appearance and district cohesiveness. They improve the physical quality of buildings, enhance the pedestrian experience, and protect the character of the neighborhood. 1. Materials and Color. (a) Primary Facade Materials. Eighty percent (80%) of each street facade shall be constructed of primary materials. Street facade materials shall continue around the corner a minimum depth of twenty (20) feet onto the side facade. i. Permitted primary building materials include high quality, durable, natural materials, such as stone, brick; wood lap siding; fiber cement board lapped, shingled, or panel siding; glass. Other high quality synthetic materials may be approved during the site plan process with an approved sample and examples of successful, high quality local installations. Refer to Figure 10-21-4K (1). (b) Secondary Facade Materials. Secondary materials are limited to details and accents and include gypsum reinforced fiber concrete for trim and cornice elements; metal for beams, lintels, trim, and ornamentation, and exterior architectural metal panels and cladding. i. Exterior Insulation and Finishing Systems (EIFS) is permitted on upper floor facades only. (c) Roof Materials. Acceptable roof materials include three hundred (300) pound or better, dimensional asphalt composite shingles, wood shingles and shakes, metal tiles or standing seam, slate, and ceramic tile. “Engineered” wood or slate may be approved during the site plan process with an approved sample and examples of successful, high quality local installations. Refer to Figure 10-21-4K (2). (d) Color. Main building colors shall utilize any historic palettes from any major paint manufacturer. Other colors may be utilized or details and accents, not to exceed a total area larger than ten percent (10%) of the facade surface area. (e) Appropriate Grade of Materials. Commercial quality doors, windows, and hardware shall be used on all ground floor Building Types with the exception of the Attached Building and the Yard Building. Refer to Figure 10-21-4K (3). 2. Windows, Awnings, and Shutters. (a) Windows. All upper story windows on all historic, residential, and mixed use buildings shall be recessed, and either casement or double hung. Percent of transparency is required per Building Type. Horizontal or vertical strip windows, tinted or reflective glass, and glass block (Figure 10-21-4K (4)) are prohibited on street facades. (b) Security Grills. Grills shall be fully retractable and completely within the interior of the building and inconspicuous to the Primary Materials: Brick Primary Materials: Stone Roof Materials: Ceramic Tile Roof Materials: Metal Roof Materials: Asphalt Composite Shingles Primary Materials: Painted Wood DRAFTFigure 10-21-4K (3).Commercial Grade Doors & Windows. Figure 10-21-4K (5).Security Grills. Figure 10-21-4K (4).Windows. Figure 10-21-4K (6). Awnings. 10-21-4 Building Types extent possible. Exterior bars are prohibited on any window. Refer to Figure 10-21-4K (5). (c) Awnings. All awnings shall be canvas or metal. Plastic awnings and canopy awnings that extend from the front facade into the right-of-way are prohibited. Awning types and colors for each building face shall be coordinated. Refer to Figure 10-21-4K (6). (d) Shutters. If installed, shutters, whether functional or not, shall be sized for the windows. If closed, the shutters shall not be too small for complete coverage of the window. Shutters shall be wood. “Engineered” wood may be approved during the site plan process with an approved sample and examples of successful, high quality local installations. 3. Rear Parking Facade Design. The following applies in all locations where a public building entrance occurs on the rear facade adjacent to a parking lot. Refer to Figure 15.4K (7). (a) Entrance Type. An Entrance Type shall be utilized for a minimum of twenty (20) feet of rear facade. Refer to 10-21- 4I(2)-(5). FINAL DRAFT SEPTEMBER 18, 2019 49 Prohibited: Residential Grade Doors on Commercial Buildings. Permitted: Commercial Grade Doors & Windows on Commercial Buildings. Prohibited: Glass block windows on front facade. Prohibited: Exterior grills and bars.Permitted: Fully retractable, interior security grills. Permitted Awnings: Metal (left) and Canvas (right) Prohibited Awnings: Canopy awnings that extend from the front facade into the right-of-way Yorkville Downtown Overlay District Form-Based Code50DRAFTFigure 10-21-4K (8). Balconies Integral to Facade. Figure 10-21-4K (7).Rear Parking Facade Design. 15.4 Building Types (b) Transparency Requirement. Public building entrance facade area, minimum twenty (20) feet wide, shall utilize one of the following: i. When the Storefront Entrance Type is utilized, a minimum forty five percent (45%) transparency is required for the ground floor facade entrance, and the door shall be a minimum of forty five percent (45%) transparent. ii. When any other Entrance Type is utilized, the minimum transparency required for upper floors of the street facade shall apply to the rear ground floor entrance area, and the door shall be a minimum of forty five percent (45%) transparent. (c) Awnings and signage are encouraged. 4. Balconies. The following applies in all locations where balconies are incorporated into the facade design facing any street or parking lot. Refer to Figure 10-21-4K (8). (a) Size. Balconies shall be a minimum of six (6) feet deep and five (5) feet wide. (b) Connection to Building. Balconies shall be integral to the facade at the street line. Balconies on stepbacked stories shall be independently secured and unconnected to other balconies. (c) Facade Coverage. A maximum of forty percent (40%) of the front and corner side facades, as calculated separately, may be covered with balconies, including street-facing railing and balcony structure. Front Facade Example.Rear Facade Example. DRAFT10-21-4 Building Types This page intentionally left blank FINAL DRAFT SEPTEMBER 18, 2019 51 Yorkville Downtown Overlay District Form-Based Code52DRAFT10-21-5 Site Development Standards Land Use Bicycle Spaces Multifamily 1 per 2 Vehicular Spaces for buildings with 8+ units Civic/Institutional 1 per 10 Vehicular Spaces, min. of 4 Retail 1 per 10 Vehicular Spaces Services 1 per 10 Vehicular Spaces Office 1 per 10 Vehicular Spaces Land Use Vehicle Spaces Residential (Studio and 1 bedroom)1 per unit Residential (2 or more bedrooms)1.5 per unit Civic/Institutional max. 2 per 1,000 square feet Retail/Services (less than 8,000 square feet, excluding Restaurants) no min. or max. parking requirements Retail/Services (8,000 square feet or more, excluding Restaurants) max. 2 per 1,000 square feet Restaurants max. 4 per 1,000 square feet Office max. 2 per 1,000 square feet Table 10-21-5B (1). Required Vehicle Parking. Table 10-21-5B (1). Required Bicycle Parking. A. Signage 1. General Requirements. Refer to Section 10-20 of the Yorkville City Code for all signage regulations applicable to the Downtown Overlay Districts. 2. Revisions to the Signage Regulations. The following revises Section 10-20 of the Yorkville City Code specific to the S Districts. (a) Freestanding Low Monument Signs. (Refer to Section 10-20- 4) Low Monument Signs are permitted only in the S 4 District. B. Parking Requirements 1. Applicability. This section shall apply to all new development and changes in use or intensity of use for existing development in any S Districts. 2. General Requirements. Off-street parking spaces shall be provided in conformance with Section 10-16 Off-Street Parking and Loading Regulations, unless revised in this Section 10-21-5B. (a) Required Vehicle Parking. The Required Vehicle Parking Table 10-21-5B (1) indicates the maximum vehicle parking ratio for a given use. 3. Parking Credits. Vehicular parking standards within Section 10-16 may be reduced by achieving one or all of the following credits. (a) On-Street Parking Credit. For all non-residential uses, on- street parking spaces that meet the following shall be credited against the parking requirement. i. Spaces shall be designated on-street parking available twenty four (24) hours of every day. ii. On-street space located a minimum of fifty percent (50%) adjacent to the property line of the lot. (b) Public Parking Credit. For all non-residential uses, public parking spaces located within six hundred and sixty (660) feet of any property line may be credited against the parking requirement at a rate of one credit for every three public parking spaces. (c) Car-Share Parking Credit. The vehicular parking requirements can be reduced with the inclusion of car-share parking spaces as follows. i. Per each car-share parking space provided, required parking spaces shall be reduced by four (4) spaces. ii. Required parking spaces may be reduced up to forty percent (40%). iii. Approval. Applicant must provide documentation of an agreement with a car-share company. If this agreement should terminate at any point, applicant shall be required to provide parking as otherwise required herein. (d) Shared Parking. Required Parking may be reduced to the lower amount if at least eighty percent (80%) of non- residential parking is available as publicly shared parking. Otherwise, the higher standard parking requirement shall apply. (e) Other Parking Reductions. Additional reductions may be approved by the Planning and Zoning Commission with the submittal of a parking study illustrating the reduction. 4. Bicycle Parking. (a) Required Bicycle Parking. The Required Bicycle Parking Table 10-21-5B (2) indicates the minimum bicycle parking ratio for a given use. i. Bicycle parking is not required for uses not listed. ii. Bicycle parking is not required for uses less than 2,500 square feet in size. iii. No Use, other than Civic is required to accommodate more than twenty (20) bicycles. (b) Bicycle Parking Dimensions. i. Required bicycle parking spaces shall have minimum dimensions of two (2) feet in width and six (6) feet in length. ii. An aisle a minimum of five (5) feet wide shall be provided behind bicycle parking facilities to allow for maneuvering. iii. A minimum of two (2) feet shall be provided beside each parked bicycle to allows access. This access may be shared by adjacent bicycles. iv. Racks shall be installed a minimum of two (2) feet from any wall or other obstruction. FINAL DRAFT SEPTEMBER 18, 2019 53DRAFT10-21-5 Site Development Standards Frontage Buffer Requirements Buffer Depth & Location 1 Depth 7’ Location on Site Between street facing property line and vehicular areas 2 Buffer Landscape Requirements Uses & Materials Uses and materials other than those indicated are prohibited in the buffer Shade Trees Medium or large shade tree with full, spreading canopies required at least every 40’; Locate on the street side of the fence; Spacing should alternate with street trees Hedge Required continuous hedge on street side of fence, between shade trees & in front of parking areas Hedge Composition Individual shrubs with a minimum width of 24”, spaced no more than 36” on center Existing Vegetation May be credited toward buffer area Fence Location 2’ from back of curb of vehicular area Materials Non-galvanized steel or painted PVC; Masonry Columns (maximum width 2’6”) and Low Wall (maximum 18” height) permitted Minimum Height 3’ for Steel or Painted PVC Maximum Height 4’ for Steel or Painted PVC, 18” for Low Wall Colors Black, gray, or dark green for Steel or Painted PVC Opacity Minimum 30%; Maximum 60% for Steel or Painted PVC Gate/Opening One gate permitted per street frontage; Opening width maximum 6’ Notes: 1 This screening requirement does not prohibit the installation of or provision for openings necessary for allowable access drives and walkways connecting to the public sidewalk. 2 In Front and Corner Yards, when the parking area is located adjacent to any building on the lot, the buffer must be located so that it aligns with or is behind the face of the adjacent building back to the vehicular area. The area between the buffer and the property line must be landscaped. Shade Tree. Hedge. Street Tree. Fence. 7’ Buffer. Shade Tree. Street Tree. Hedge.parking areasidewalkcurbFront Buffer Plan. Front Buffer Section.buildingalign with building faceProperty LineLocation. Optional Fence. Figure 10-21-5C (1). Frontage Buffer Plan and Section. Table 10-21-5C (1). Frontage Buffer Requirements. C. Landscape 1. General Requirements. Refer to Section 10-17 Fencing and Screening for all landscaping and screening requirements. 2. Build-to Zones and Setbacks. All build-to zone and setback areas not covered by building shall contain either landscape, patio space, or sidewalk space. (a) Driveways are permitted to cross the front and corner build-to zone and rear setbacks perpendicularly at a maximum of twenty five (25) feet in width. (b) Driveways may encroach upon the side setbacks longitudinally on parcels fifty (50) feet or less in width. (c) Parking lots shall not encroach upon any setbacks. Side and rear yard parking lots shall not be located closer to the front or corner lot line than the building. (c) Location. Bicycle parking should be located within fifty (50) feet of the entrance of the Use. i. Indoor or outdoor spaces are permitted, provided they are located on the lot with which they are associated. ii. Bicycle parking facilities shall be separated from vehicular parking areas to protect parked bicycles from damage. The separation may be accomplished through grade separation, distance or physical barrier, such as curbs, wheel stops, poles or other similar features. (d) Racks and Structures. Racks and structures shall be provided for each unprotected parking space, and shall be designed to accommodate both chain and U-shaped locking devices supporting the bicycle frame at two (2) points. 3. Frontage Buffer Requirements. Refer to Figure 10-21-5C (1). The following additional requirements are specific to the S Districts and is in addition to information within Section 10-17 Fencing and Screening guidelines. (a) Intent. To lessen the visual impact of parking areas visible from the street. (b) General Applicability. Applies to properties in all S Districts where a parking area is located adjacent to a right-of-way. (c) Exceptions. Parking areas along alleys, except when a residential district is located across the alley. Single and two family residences are also excepted. Yorkville Downtown Overlay District Form-Based Code54DRAFT10-21-5 Site Development Standards Tree Size Type Soil Volume (cubic ft) Soil Surface Area (sq ft) with 2.5’ Soil Depth Permeable Surface Area Requirement (sq ft) Medium 2,852 1141 (approx. 34’ x 34’)225 (15’ x 15’) Large 6,532 2681 (approx. 50’ x 50’)400 (20’ x 20’)Travel Lane Parking Lane Side- walk Right-of-Way Travel Lane Parking Lane Side- walk Parkway ParkwayBike Lane Bike Lane Ped RealmVehicular Realm Ped Realm PlantingorFurnishings Zone Figure 10-21-5D (1). Typical Right-of-Way Elements.Table 10-21-5D (1). Minimum Recommended Soil Volumes and Permeable Area per Planted Tree. D. Street Guidelines 1. General Street Guidelines. The following guidelines should apply to all new streets within S Districts with the intent of creating pedestrian oriented, multimodal streets. (a) Typical Street Elements. All street rights-of-way should include the following vehicular and pedestrian realm considerations. Refer to Figure 10-21-5D (1). (1) Vehicular Realm. The vehicular realm is comprised of the travel lanes, bicycle lanes, and parking lanes. (2) Pedestrian Realm. The pedestrian realm is comprised of pedestrian facilities, such as sidewalk. A buffer area that serves to buffer pedestrians or bicyclists from the movements of higher speed vehicles in the vehicular realm shall consist of one (1) of the following: (i) Landscape Zone. A landscape area between the back of curb to the sidewalk in which street trees, stormwater swales, lighting, and signage may be located. Typically used adjacent to residential ground floor uses. (ii) Furnishings Zone. A hardscape area that extends from the sidewalk to the back of curb, in which street trees, street furniture, lighting, and signage may be located. Typically used adjacent to commercial or office ground floor uses. (b) Bicycle Facilities. Bicycle facilities, such as dedicated lanes and dedicated shared lanes should be included on any streets based on the City’s bicycle plan. New streets within S districts shall utilize shared lanes. A shared lane refers to a street that does not have bicycle lanes or a designated shared lane, but the speed and configuration of the street is such that bicycles could comfortably share lanes with traffic. (c) Vehicular On-Street Parking. On-street parking, whether parallel or diagonal, shall be included according to the District Street Details for that street. 2. Street Trees. Street trees are required along all existing and new street frontages. (a) All planting material requirements within Landscaping and Screening Guidelines shall be utilized. (b) Street trees shall be located in either a Landscape Zone (within a planting bed or lawn) or a Furnishings Zone (in trees wells with grate as required). (c) Permeable Surface. For each tree preserved or planted, a minimum amount of permeable surface area is recommended. i. Preserved trees should have a permeable surface area equal to the critical root zone. The critical root zone is equal to half of the radius of the tree’s mature canopy, measured from the trunk out to the dripline. ii. Planted trees have a suggested minimum permeable area and soil volume based upon tree size; refer to Table 10-21-5D (1) for details. iii. Permeable area for one (1) tree cannot count toward that of another tree. (d) Structural Soil. When the critical root zone of an existing tree or the suggested permeable surface area requirement of a newly planted tree extends below any pavement, structural soil is required underneath the pavement. 3. Pedestrian Lighting. Pedestrian light fixtures shall be installed per the street requirements of the City’s Department of Public Works and any streetscape master plan adopted by the City. FINAL DRAFT SEPTEMBER 18, 2019 55DRAFT10-21-5 Site Development Standards RoadNew Neighborhoow StreetRow Building Lots Row Building Lots Row Building LotsRow Building LotsMain Street Building LotsAlleyDevelopment Limits New Neighborhood Street Figure 10-21-5D (2). Example of New Street and Block Configuration for Large Parcels or When Multiple Parcels are Combined. 4. New Streets and Subdivision. For all developments with total parcel acreage larger than five (5) acres, subdivision and construction of a new street will yield the most buildings. (Building Types require buildings to front streets). Refer to Figure 10-21-5D (2) for an example of a typical new block and street configuration. The following recommendations apply: (a) Interconnected Street Pattern. Streets shall connect and continue existing streets from adjoining areas and cul-de-sac and dead end streets should be avoided. (b) Blocks. i. The shape of a block shall be generally rectangular, but may vary due to natural features or site constraints. ii. Blocks shall typically be two (2) lots deep with the exception of blocks containing open space. Blocks may also include an alley. Blocks may included existing lots within an existing zoning district. iii. Blocks shall typically be fronted with lots on at least two (2) faces, preferably on the longest street faces. iv. Consider lot and block orientation for maximum energy efficiency. For example, block orientation along an east- west longitudinal axis will encourage development of buildings oriented along an east-west axis, with smaller east and west facing facades, able to take advantage of passive solar technology. v. Block size should be less than four hundred (400) feet. (c) Access Points. A minimum of two (2) access points should be provided for each development, with a minimum of one (1) per every 1,500 feet of boundary recommended. (d) Primary Streets. Designate primary streets so that all buildings front at least one primary street. Vehicular access should not be located off a Primary Street, unless the parcel is fronted by more than two primary streets. (e) Blocks may include interior alleys or lanes. (f) Typical Lot Configuration. All lots shall have frontage along a public street unless otherwise specified in Building Type requirements. Flag lots are prohibited. Yorkville Downtown Overlay District Form-Based Code56DRAFT10-21-5 Site Development Standards Temporary Structures Requirements 1. Siting Minimum area of Unenclosed, Fully or Partially Paved Outdoor Activity/Display Area 45% of parcel Min Lot Width Max Lot Width none 50’ Max Impervious Coverage Additional Semi-pervious Coverage 80% 15% Required Front & Corner Side Frontage Type 0’ to 5’ Parking Setbacks Front Corner, Side, Rear 75’ 5’ Parking & Loading Facility Location Access From Alley or Side Street Required Buffer between Parking & Activity/Display Area none 2. Accessory Buildings Number of Permitted Accessory Buildings 2 Max Building Coverage 20% Temporary Building Front Yard Setback Corner Side Setback Side Yard Setback Rear Yard Setback 75’ 15’ 0’ 5’ Kiosk Building Front, Corner, Side, Read Setback Max Size Max Height Min Front Facade Transparency Roof Type 5’ 500 sf one story or 15’ 20% Pitched, Flat, Parapet Existing Vegetation May be credited toward buffer area 3. Uses Permitted Uses Assembly General Retail General Service Notes: 1 This screening requirement does not prohibit the installation of or provision for openings necessary for allowable access drives and walkways connecting to the public sidewalk. 2 In Front and Corner Yards, when the parking area is located adjacent to any building on the lot, the buffer must be located so that it aligns with or is behind the face of the adjacent building back to the vehicular area. The area between the buffer and the property line must be landscaped. a b c d e f h g i j k l m Figure 10-21-5E (1). Temporary Structure Siting Table 10-21-5E (1). Temporary Structures Requirements. E. Temporary Structures 1. General Requirements. Refer to 10-17 Fencing and Screening for all landscaping and screening requirements. 2. Description and intent. Temporary Structures are allowed in all Districts according to the following guidelines. The small scale activity or display area can be a patio for outdoor eating or display of goods and should constitute the majority of the site. The frontage required continues the streetwall of the adjacent buildings, allowing a continuous pedestrian experience from the street with views into the outdoor space. Two accessory structures are permitted. A temporary building may be erected in the rear of the Lot and allows patrons to enter the building. A permanent kiosk may be located anywhere on the Lot, but allows employees only in the interior. 3. Regulations. Regulations for Temporary Structures are defined in the adjacent table. 4. Mobile Food Vendors. Refer to Section 10-3-14 Mobile Food Vendor Vehicles & Retail Vendor Vehicles for all mobile food vendor requirements. Corner Property LineTemporaryBuildingKiosk Primary StreetSecondary StreetFront Property Line Rear Property Line Interior Side Property Linef m k ei g h j d a m l c b FINAL DRAFT SEPTEMBER 18, 2019 57DRAFT10-21-5 Site Development Standards This page intentionally left blank Yorkville Downtown Overlay District Form-Based Code6 0’75’150’300’ F o x R i v e r S Bridge StreetN Bridge StreetE Fox Street W Ridge Street W Madison Street E Van Emmon Street E Hydraulic Street Mill StreetS Main StreetState StreetHeustis StreetKey Bridge Street Hydraulic Street Van Emmon Street ‘B’ Street ‘B’ Street - Residential Figure 10-21-1B (1). Yorkville Form-Based Districts Regulating Plan.DRAFT10-21-1 Introduction Note: Street Districts on primary streets may turn any corner and extend up to 100’ down any side street. Ordinance No. 2019-____ Page 1 Ordinance No. 2019-_____ AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, ILLINOIS APPROVING A STREETSCAPE MASTER PLAN FOR THE DOWNTOWN OVERLAY DISTRICT 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 of Illinois; and, WHEREAS, the City’s downtown was identified as a primary concern in the 2016 Yorkville Comprehensive Plan because of the lack of an inspiring plan that presents a plan for future streetscape capital improvements that will encourage developers and property owners to also invest in the redevelopment of the downtown area; and, WHEREAS, a streetscape master plan provides guidance for the direction and character of capital improvements for future street and public spaces; and, WHEREAS, the streets of the City’s downtown should be the center of the community where events, festivals and family gatherings regularly take place and should be the framework that supports those functions and helps contribute to building community and the quality of life in the City. NOW THEREFORE, BE IT ORDAINED, by the Mayor and City Council of the United City of Yorkville, Kendall County, State of Illinois, as follows: Section 1: That the YORKVILLE DOWNTOWN OVERLAY DISTRICT STREETSCAPE MASTER PLAN prepared by Farr Associates, a copy of which is attached hereto and made a part hereof by reference as Exhibit A, be and the same is hereby approved as the Streetscape Master Plan of the United City of Yorkville. Section 2: That a certified copy of this Ordinance and attached Streetscape Master Plan shall be on file for public review in the office of the City Clerk. Section 3: This Ordinance shall be in full force and effect upon its passage, approval and publication according to law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ______ day of _______________, 2019. ______________________________ CITY CLERK Ordinance No. 2019-____ Page 2   KEN KOCH ______ DAN TRANSIER ______ JACKIE MILSCHEWSKI ______ ARDEN JOE PLOCHER ______ CHRIS FUNKHOUSER ______ JOEL FRIEDERS ______ SEAVER TARULIS ______ JASON PETERSON ______ Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this _______ day of _______________ 2019. ______________________________ MAYOR Ordinance No. 2019-____ Page 1 Ordinance No. 2019-_____ AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, AMENDING THE YORKVILLE ZONING ORDINANCE BY ADDING A DOWNTOWN OVERLAY DISTRICT 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, pursuant to Section 10-4-10 of the Yorkville Zoning Ordinance the City may initiate amendments to the United City of Yorkville Zoning Ordinance; and, WHEREAS, the City filed seeking an amendment to the United City of Yorkville Zoning Ordinance to add an overlay district over certain downtown areas; and, WHEREAS, the Planning and Zoning Commission convened and held a public hearing on April 10, 2019, to consider the request and made Findings of Fact and Recommendations to the City Council to approve the requested text amendment. 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 United City of Yorkville Zoning Ordinance, as amended, be and is hereby amended by adding a new Chapter 21 entitled “Downtown Overlay District” to read as shown by the text attached hereto and made a part hereof as Exhibit A, that includes Section 10- 21-1, Introduction, Section 10-21-2 Districts, Section 10-21-3 Uses, Section 10-21-4 Building Types and Section 10-21-5 Site Development Standards. Section 3: This Ordinance shall be in full force and effect after its passage, publication, and approval as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois, this _____ day of _________________, 2019. ______________________________ City Clerk KEN KOCH ______ DAN TRANSIER ______ JACKIE MILSCHEWSKI ______ ARDEN JOE PLOCHER ______ CHRIS FUNKHOUSER ______ JOEL FRIEDERS ______ SEAVER TARULIS ______ JASON PETERSON ______ Ordinance No. 2019-____ Page 2 Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this _____ day of _________________, 2019. _______________________________ Mayor   PUBLIC NOTICE OF A HEARING BEFORE THE UNITED CITY OF YORKVILLE PLANNING AND ZONING COMMISSION ON THE ADOPTION OF THE YORKVILLE DOWNTOWN OVERLAY DISTRICT NOTICE IS HEREBY GIVEN THAT the United City of Yorkville will conduct a public hearing regarding the adoption of the proposed Yorkville Downtown Overlay District which includes the Streetscape Master Plan and the Form-Based Code. The proposed Streetscape Master Plan provides guidance on the direction and character of future street related capital improvements in the downtown area. The Form-Based Code provides development standards for the downtown with the purpose to guide the development of a mix of uses and a pedestrian-oriented environment. Additionally, these standards are aimed at promoting a mix of housing types which are appropriate in scale and intensity in the downtown. The Form Based Code will be codified as Chapter 21: Downtown Overlay District in Title 10 of the Yorkville Municipal Code. The project website can be viewed here: www.downtownyorkville.com Copies of the full text of the proposed new Yorkville Downtown Overlay District may be examined at the Office of the Department of Community Development during regular business hours at City Hall located at 800 Game Farm Road, Yorkville, Illinois. The Planning and Zoning Commission for the United City of Yorkville will conduct a public hearing on said Overlay District on Wednesday, April 10, 2019 at 7 p.m. at the United City of Yorkville, City Council Chambers, located at 800 Game Farm Road, Yorkville, Illinois 60560. The public hearing may be continued from time to time to dates certain without further notice being published. All interested parties are invited to attend the public hearing and will be given an opportunity to be heard. Any written comments should be addressed to the United City of Yorkville Community Development Department, City Hall, 800 Game Farm Road, Yorkville, Illinois, and will be accepted up to the closing of the public hearing. By order of the Corporate Authorities of the United City of Yorkville, Kendall County, Illinois. BETH WARREN City Clerk BY: Lisa Pickering Deputy Clerk SUMMARY: Since its adoption in 2016, the City has been working towards completing the goals and objectives set forth in the Comprehensive Plan. As part of the strategies toward implementing the identified planning goals in the Comprehensive Plan, there was a recommendation that the City enhance the visual appearance, pedestrian environment and functionality of downtown Yorkville. The following strategies/initiatives were listed as actionable items that should be ongoing or accomplished within 2 years of the adoption of the plan:  Enhance Streetscape appearance and improve walkability of Hydraulic, Main and Van Emmon Streets.  Create Public Parking Areas.  Facilitate building rehabilitation and façade improvements.  Implement gateway finding, wayfinding, landscaping, and other placemaking treatments.  Promote high quality development design.  Consider zoning overlays, new design standards or other tools to promote desired corridor character. In September 2017 staff solicited Request for Proposals (RFP) for a Downtown Overlay District and Streetscape Master Plan with Form-Based Code criteria. Farr Associates was retained to complete a Master Streetscape Plan and Downtown Form-Based Code. Below is an overview of the planning process as well as a summary of the final draft documents for City Council review. PLANNING PROCESS: Farr Associates were retained at the end of 2017 and began working on the project in January of 2018. Below is a brief timeline of the planning process and a summary of events for each stage of development: STAGE DATE SUMARY Site & Background Analysis Jan. 2018 Gathering information and creating a project boundary; setting up a project website Public Workshop #1 Feb. 15, 2018 Gather public input to begin development Streetscape and Form-Based Code Development Mar.-Jun. 2018 Creation of initial draft Public Workshop #2 Jun. 22, 2018 Showcase of initial draft and continue to take public input Streetscape and Form-Based Code Revisions Jul.-Aug. 2018 Revise from comments made at meeting Memorandum To: City Council From: Jason Engberg, Senior Planner CC: Bart Olson, City Administrator Krysti J. Barksdale-Noble, Community Development Director Date: May 6, 2019 Subject: Downtown Form Based Code and Streetscape Master Plan 2 Staff Review #1 Sept. 2018 Staff review draft document and makes edits/suggestions Streetscape and Form-Based Code Revisions Oct.-Dec. 2018 Revise from comments made at meeting Staff Review #2 Jan. 2019 Staff review draft document and makes edits/suggestions Streetscape and Form-Based Code Revisions Jan.-Feb. 2019 Revise from comments made at meeting EDC Review Mar. 5, 2019 EDC reviews documents prior to public release Streetscape and Form-Based Code Revisions Mar. 2019 Revise from comments made at meeting Public Open House Apr. 10, 2019 Provide the public a chance to review exhibits and plans PZC Review Apr. 10, 2019 PZC reviews documents and makes recommendation to City Council Streetscape and Form-Based Code Revisions Apr. 2019 Revise from comments made at meeting City Council May 14, 2019 City Council review City Council TBD Adoption DOCUMENT SUMMARY: Attached is a draft for the Yorkville Downtown Overlay District Plan. The drafts focus on both the Streetscape Master Plan of the overlay district and the Form-Based Code. As presented, the plans are intended to establish the broader guidance for street character and development opportunities within the downtown which can be facilitated through public capital improvement projects and private redevelopment. Streetscape Master Plan The Streetscape Master Plan identifies the street type and classification for the four major roadways in the downtown: Bridge Street, Hydraulic Street, Van Emmon Street and Main Street (“B” Street). The plan walks through existing, near term and long-term planning solutions for each street and identifies tactical intervention opportunities (meaningful, planning/design related measures at a small cost which adds vitality and interest in the area) for each such as community art, public space lighting, painted crosswalks, outdoor restaurant seating, wall murals, etc. Form-Based Code The Form-Based Code portion of the overlay district is intended to establish codified development standards for downtown and neighboring redevelopment areas. As presented in the draft of the form- based code, the proposed standards will: 1. GUIDE the development of a mix of uses and a pedestrian-oriented environment as established in the Yorkville Streetscape Master Plan. 2. PROVIDE for a mix of housing types within the overlay district and adjacent areas for people of all ages and lifestyles. 3. ACHIEVE development that is appropriate in scale and intensity for the Downtown Overlay District and adjacent neighborhoods. 3 The major components of the form-based code are the identified districts, uses, building types and site development standards. The attached draft version provides information on all of these components. PLANNING AND ZONING COMMISSION: The Planning and Zoning Commission held a public hearing for the proposed Streetscape Master Plan and Form Based Code (the latter will be a text amendment to the Yorkville Zoning Ordinance). The Commission recommended approval of the documents without any additional comments or stipulations. The commission made the following action on the motion below: In consideration of testimony presented during a Public Hearing on April 10, 2016 and discussions conducted at that meeting, the Planning and Zoning Commission recommends approval to the City Council a request to adopt the proposed Downtown Overlay District which includes the Streetscape Master Plan and Form-Based Code as prepared and presented by Farr Associates dated March 2019 and summarized in a staff memorandum dated April 3, 2019. Action Item: Olson-aye; Williams-aye; Marcum-aye; Vinyard-aye 4 ayes; 0 no ATTACHMENTS: 1. Yorkville Master Streetscape Plan 2. Yorkville Downtown Form-Based Code 3. Draft Ordinances SUMMARY: Additional review and discussion of the proposed final draft of the Yorkville Downtown Overlay District Plan consisting of a Streetscape Master Plan and Form-Based Code. BACKGROUND: As you may recall, the final draft of the Yorkville Downtown Overlay District Plan was presented at the May 14, 2019 City Council meeting for its first reading prior to adoption. A presentation of the highlights of the Streetscape Master Plan and the Form-Based Code for the overlay district was given at that meeting by the consultant, Doug Farr of Farr & Associates. The plans are intended to establish the broader guidance for street character and development opportunities within the downtown which can be facilitated through public capital improvement projects and private redevelopment. Over the course of 18-months, beginning in January 2018, the consultant and staff hosted a project website; conducted two (2) public workshops; previewed a draft plan at a committee meeting; held a public open house; and had a public hearing before the Planning and Zoning Commission; all to gather input and solicit feedback on the various drafts of the plan. All feedback received during this time was incorporated into the plan. A formal recommendation for adoption was made by the Planning and Zoning Commission on April 10, 2019. At the May 14th meeting, staff received comments from members of the City Council regarding two (2) matters in the plan related to street treatment recommendations and the misidentification of parcel ownership in the Streetscape Master Plan. Staff was asked to address these comments, and any other feedback from the council provided to the City Administrator and bring back to the committee for further discussion. PROPOSED REVISIONS: Gravel Street Apron The Streetscape Master Plan identifies “gravel street aprons” as a potential long-term treatment for residential streets in the downtown district (page 38). This aesthetic detail on the residential ‘B” streets (Main St., W Van Emmon St., W Madison St., State St. and Adams St.) would provide the visual transition from roadway to landscape where curbs do not exist. Additionally, the 18”-24” gravel edge will filtrate and slow down the flow of stormwater runoff from the streets before entering the roadside swales. While there has been concern expressed about the upkeep of gravel street aprons, staff believes the gain in stormwater filtration and the limited scope where this treatment can be applied (approx. 2,550 linear feet or a little less than ½ mile) outweighs any potential minor maintenance concern. If, however, the committee seeks an alternative to the proposed gravel edge street apron treatment, a suggestion would be either a roller compacted concrete edge or a 18”-24” concrete curb ribbon. Illustrations of both alternatives are provided in the attached alternate page 38 of the Streetscape Master Plan. Memorandum To: Economic Development Department From: Krysti J. Barksdale-Noble, Community Development Director CC: Bart Olson, City Administrator Jason Engberg, Senior Planner Date: May 23, 2019 Subject: Downtown Form Based Code and Streetscape Master Plan 2 Parcel Ownership Map It was noted on the map titled “Parcel Ownership” on page 62 of the Streetscape Masterplan that the parcel for the Van Emmon Activity Center was mislabeled as privately owned. That map has been revised to correctly identify the parcel as city-owned. The updated map has been attached for your review. STAFF COMMENTS: Staff feels that the proposed revisions have addressed the comments/feedback provided at the May 14th City Council meeting. At the time of this memo, no other comments have been forwarded to staff by the City Administrator of any other requested revisions, corrections or updates by the City Council for the proposed Streetscape Masterplan or Form-Based Code. We welcome any additional feedback you may have on the attached revised documents. ATTACHMENTS: 1. Yorkville Streetscape Master Plan revisions to Page 38 a. Alternative A - optional roadway edge treatment (Rolled Concrete) b. Alternative B - optional roadway edge treatment (Concrete Ribbon) c. Revised Parcel Ownership Map 2. Draft Yorkville Streetscape Master Plan 3. Draft Yorkville Downtown Form-Based Code 4. Draft Ordinances 6 4 38 Yorkville Downtown Overlay District Curbless streets often become unkempt with grass, weeds and dirt loosely defining the edge between roadway and shoulder. To maintain visual tidiness, an 18”-24” roller- compacted concrete (RCC) or rolled concrete apron may be used to transition from roadway to landscape. The durability and cost savings of this material is beneficial and provides for a cleaner delineation of the roadway and amenity zone. Rolled Concrete Apron Figure 54 - Rolled Concrete Apron (Specify Concrete) Figure 55 - Personalized Swale (City of Seattle) Figure 56 - Bridge Over Swale (Chesapeake Dock) Fitting with the character, roadside swales are often seen along rural or small-town streets or highways. They can take many forms and be aesthetically pleasing or simply utilitarian. They help detain and direct stormwater runoff from the roadway and provide a layer of buffer between sidewalk and street. Swales can be personalized by adjacent property owners or fully planted and maintained by the City. Small pedestrian bridges can connect the street to sidewalk at each property. Each can take on a slightly different design language or be required to adhere to set design guidelines. These bridges could be a unique contribution to a ‘B’ Street that features minimal design qualities. Roadside Swales Over-Swale Pedestrian Bridges 6 Streetscape Master Plan 39 Each component from street, to swale, to narrow residential sidewalk works together to maintain a small town feel. No improvements should look over-engineered or oversized on Yorkville’s quaint neighborhood streets. These ‘B’ Streets should feel like a place where kids can play in the street and parents can take a quiet nighttime stroll. Maintaining Small Town Charm Resurfaced Travel Lane Flood Tolerant Street Trees Continuous Swale Along N/S Streets Bridge Over Swale Private Property Rolled Concrete Apron 11’ Travel L a n e 11’ Cont. S w a l e 4’ Sidewa l k Private 2’ Concr e t e A p r o n 1 3 2 4 1 5 2 3 4 5 Figure 57 - ‘B’ Street Diagram (Farr Associates) 6 6 6 4 38 Yorkville Downtown Overlay District Figure 54 – Concrete Curb Ribbon (TJ Campbell) Figure 55 - Personalized Swale (City of Seattle) Figure 56 - Bridge Over Swale (Chesapeake Dock) Concrete Curb Ribbon Apron Curbless streets often become unkempt with grass, weeds and dirt loosely defining the edge between roadway and shoulder. To maintain visual tidiness, a 18"-24" concrete curb ribbon may be used to transition from roadway to landscape. This straight curb type is often used along roads to prevent vehicles from crossing over into a pedestrian walkway or any outdoor landscaped area and provides a barrier between the roadway and amenity zone. Roadside Swales Fitting with the character, roadside swales are often seen along rural or small-town streets or highways. They can take many forms and be aesthetically pleasing or simply utilitarian. They help detain and direct stormwater runoff from the roadway and provide a layer of buffer between sidewalk and street. Swales can be personalized by adjacent property owners or fully planted and maintained by the City. Over-Swale Pedestrian Bridges Small pedestrian bridges can connect the street to sidewalk at each property. Each can take on a slightly different design language or be required to adhere to set design guidelines. These bridges could be a unique contribution to a ‘B’ Street that features minimal design qualities. 6 Streetscape Master Plan 39 Each component from street, to swale, to narrow residential sidewalk works together to maintain a small town feel. No improvements should look over-engineered or oversized on Yorkville’s quaint neighborhood streets. These ‘B’ Streets should feel like a place where kids can play in the street and parents can take a quiet nighttime stroll. Maintaining Small Town Charm Resurfaced Travel Lane Flood Tolerant Street Trees Continuous Swale Along N/S Streets Bridge Over Swale Private Property Concrete Curb Ribbon 11’ Travel L a n e 11’ Cont. S w a l e 4’ Sidewa l k Private 2’ Concr e t e C u r b 1 3 2 4 1 5 2 3 4 5 Figure 57 - ‘B’ Street Diagram (Farr Associates) 6 6 SUMMARY: Additional review and discussion of the proposed final draft of the Yorkville Downtown Overlay District Plan consisting of a Streetscape Master Plan and Form-Based Code. BACKGROUND: As you may recall, the final draft of the Yorkville Downtown Overlay District Plan was presented at the May 14, 2019 City Council meeting for its first reading prior to adoption. A presentation of the highlights of the Streetscape Master Plan and the Form-Based Code for the overlay district was given at that meeting by the consultant, Doug Farr of Farr & Associates. The plans are intended to establish the broader guidance for street character and development opportunities within the downtown which can be facilitated through public capital improvement projects and private redevelopment. Over the course of 18-months, beginning in January 2018, the consultant and staff hosted a project website; conducted two (2) public workshops; previewed a draft plan at a committee meeting; held a public open house; and had a public hearing before the Planning and Zoning Commission; all to gather input and solicit feedback on the various drafts of the plan. All feedback received during this time was incorporated into the plan. A formal recommendation for adoption was made by the Planning and Zoning Commission on April 10, 2019. At the May 14th meeting, staff received comments from members of the City Council regarding two (2) matters in the plan related to street treatment recommendations and the misidentification of parcel ownership in the Streetscape Master Plan. Following that meeting, on June 4, 2019, staff received additional comments during the Economic Development Committee meeting regarding certain aspects of the Streetscape Masterplan, specifically the curb treatment for ‘B” Street Residential areas and the proposed overhead catenary lighting on Van Emmon Street. Subsequent written comments from Alderman Funkhouser regarding the Streetscape Masterplan and the Form-Based Code were also provided via email on June 6, 2019. Staff was asked to address these comments and provide additional alternative options to the catenary overhead lights on Van Emmon Street and bring back to the committee for further discussion. COMMENTS & PROPOSED REVISIONS: Below is a summary of the comments received by Alderman Funkhouser and how they have been addressed: Streetscape Master Plan Page Comment Correction Page 3 Addition of Aldermen names under Acknowledgements Staff has added the names of Aldermen (current and former), Planning and Zoning Commissioners and current Mayor. Memorandum To: Economic Development Department From: Krysti J. Barksdale-Noble, Community Development Director CC: Bart Olson, City Administrator Jason Engberg, Senior Planner Date: June 6, 2019 Subject: Downtown Form Based Code and Streetscape Master Plan 2 Page 5 Does not like the red text on gray background. The text has been revised to white. Page 15 The location of the tree covers up the mural. Noted. Page 18 Numbers and text does not line up. Figure 20 – gravel parking is not permitted. Numbers and text have been aligned. Image of Figure 20 was not suggesting parking would be permitted on gravel, but the area between the railroad tracks and spur (refer to #6 identified on page 19 under “Hydraulic Street Near Term”) be visually enhanced with a well- maintained gravel surface. Page 27 Removal of lights over Van Emmon Street and possibly placing over just pedestrian way. Overhead catenary lights have been removed from plan. Page 29 Removal of lights over Van Emmon Street and possibly placing over just pedestrian way. Notation that the orange triangular area labeled “Gateway Landscape/Signage” was not public property. Overhead catenary lights have been removed from plan. Area identified in plan as “Gateway Landscape/Signage” was a reference to the previously City Council approved landscape hill project. Area is owned by IDOT but allowed to be landscaped and maintained by the City upon approval from IDOT. Page 38 Recommends a concrete ribbon for Figure 54 instead of gravel street apron. Staff has made the requested change per direction from the EDC at the June 4, 2019 meeting. Page 39 Recommends Figure 57 illustrate the concrete curb ribbon. Staff has made the requested change per direction from the EDC at the June 4, 2019 meeting. Page 54 Denote parcels for public, park, etc. This map only reflects the existing zoning classification for each subdivided parcel. Page 58 Missing existing Clark Park parcel north of river. Extension of bridge to Clark Park? Bridge over canoe crossing? Noted and revised. Extension of bridge crossings identified on “Parks and Proposed Trail Networks” was taken from the City Council approved 2009 Yorkville Integrated Transportation Plan (ITP). See attached Exhibit F – Downtown Study Area Analysis of the Yorkville ITP. Page 62 Private ownership label of Van Emmon Activity Center should be revised. Why are some parcels highlighted and others not? Staff has made the requested change per direction from the EDC at the June 4, 2019 meeting. The parcels highlighted are those that fall within the territory of the identified commercial core of the downtown. Page 65 Continuance of the railroad right-of-way color (orange) to the eastside of IL 47. Noted and revised. 3 Formed-Based Code Page Comment Correction Page 2 Addition of Aldermen names under Acknowledgements Staff has added the names of Aldermen (current and former), Planning and Zoning Commissioners and current Mayor Page 4 Section 10-21-1-F-2 Deviations, requested second sentence be revised to read “The Community Development Director” instead of “The Director”. Noted and revised. Page 12 Section 10-21-2-B, requested the phrase “agricultural relics” be revised using different wording. Sentence has been revised to “Hydraulic Street features short, utilitarian buildings as well as an inoperable grain elevator, that create an eclectic mix of land uses and character.” Page 13 Remove overhead lighting in Figure 10- 21-2C (1). Van Emmon Street (Long Term) Noted and revised. Page 14 Revise pedestrian facilities to indicate a 5’ sidewalk rather than a 4’ sidewalk. Noted and revised. Page 15 Add foot (‘) symbol behind 26 in Pavement Width. No gravel edge in “B” Street- Residential District. Noted and revised. Noted. Page 18 Under “Key” of Figure 10-21-3A (1). Yorkville Code Permitted Uses How to, add “special” to “Requires Use Permit”. Noted and revised. Page 19 Recommends “Amphitheater” be revised to be a “Special Use” rather than “Permitted with Development Standards”. Recommends “Outdoor Storage of Goods” be revised from “Permitted with Development Standards” to “Special Use”. Noted and revised. Staff still recommends this accessory use remain permitted with special development standards, as this is consistent with the current code regulations found in Section 10-3-11: Outdoor Displays. www.sterlingcodifiers.com/Yorkville,IL:10-3-11 Page 20 Section 10-21-3-C, insert the word ‘Special” in front of “Use Requirements” Noted. However, these are standards for all use types, not just for special uses. Staff recommends no change. Page 22 Recommends “Amphitheater” be revised to be a “Special Use” rather than “Permitted with Development Standards”. Recommends “Outdoor Storage of Goods” be revised from “Permitted with Development Standards” to “Special Use”. Noted and revised. Staff still recommends this accessory use remain permitted with special development standards, as this is consistent with the current code regulations found in Section 10-3-11: Outdoor Displays. www.sterlingcodifiers.com/Yorkville,IL:10-3-11 4 STAFF COMMENTS: Staff feels that the attached revised Streetscape Masterplan and Form-Based Code has addressed the comments/feedback provided at the June 5, 2019 Economic Development Committee meeting and the subsequent comments provided by Alderman Funkhouser. No other comments have been forwarded to staff by the City Administrator of any other requested revisions. Regarding the overhead catenary lights originally recommended in the Streetscape Masterplan, staff has not proposed any alternative downtown gateway element based upon feedback at the June Economic Development Committee meeting. Although the overhead lights were the most popular of all gateway elements presented as part of an online survey (40% out of nearly 500 survey responses), staff felt the other gateway features were just as expensive or required continued maintenance. We welcome any additional feedback you may have on the latest attached revised documents and will be available to answer any questions. ATTACHMENTS: 1. Draft Revised Yorkville Streetscape Master Plan 2. Draft Revised Yorkville Downtown Form-Based Code 3. Exhibit F – Downtown Study Area Analysis of the 2009 Yorkville Integrated Transportation Plan 4. Draft Ordinances SUMMARY: Review and discussion of the proposed alternative overhead catenary lighting in the downtown as part of the Yorkville Downtown Overlay District Plan consisting of a Streetscape Master Plan and Form-Based Code. BACKGROUND: As you may recall, the final draft of the Yorkville Downtown Overlay District Plan was presented at the May 14, 2019 City Council meeting for its first reading prior to adoption. A presentation of the highlights of the Streetscape Master Plan and the Form-Based Code for the overlay district was given at that meeting by the consultant, Doug Farr of Farr & Associates. The plans are intended to establish the broader guidance for street character and development opportunities within the downtown which can be facilitated through public capital improvement projects and private redevelopment. Over the course of 18-months, beginning in January 2018, the consultant and staff hosted a project website; conducted two (2) public workshops; previewed a draft plan at a committee meeting; held a public open house; and had a public hearing before the Planning and Zoning Commission; all to gather input and solicit feedback on the various drafts of the plan. All feedback received during this time was incorporated into the plan. A formal recommendation for adoption was made by the Planning and Zoning Commission on April 10, 2019. At the June 4, 2019 Economic Development Committee meeting, staff received comments regarding certain aspects of the Streetscape Masterplan, specifically the curb treatment for ‘B” Street Residential areas and the proposed overhead catenary lighting on Van Emmon Street. The curb treatment and subsequent edits recommended by Alderman Funkhouser were addressed by staff at the July 2nd meeting. Staff is now addressing the direction given to explore alternative light fixture options to the catenary overhead lights on Van Emmon Street and bring back to the committee for further discussion. ORIGINALLY PROPOSED PLAN: In the originally proposed Streetscape Master Plan, overhead catenary lighting was recommended on Van Emmon Street (east and west) as a gateway and atmospheric feature within the downtown, as illustrated on the following page: Memorandum To: Economic Development Department From: Krysti J. Barksdale-Noble, Community Development Director CC: Bart Olson, City Administrator Jason Engberg, Senior Planner Date: July 16, 2019 Subject: Downtown Form Based Code and Streetscape Master Plan Alternative Catenary Lighting 2 Purpose/Benefit The introduction of lighting in any streetscape design is to define the public space. In large open public spaces such as Van Emmon Street, lighting from a suspended catenary system can create a passive transition between environments while visually identifying an intended place for gathering. The ambiance created by the cascading light “roof” maximizes the usable footprint of a public area for pedestrians beyond the sidewalk and heightens the awareness of drivers in this shared space. The increased illumination encourages night time usage of the downtown and adds another layer of security. 3 Design/Location As proposed, the catenary system would have a linear grid light pattern attached to decorative poles suspended between 20 feet to 24 feet above Van Emmon Street and supported with concrete foundations. The lights, individual styled “Edison bulbs”, would extend mid-block on either side of East and West Van Emmon but will not be located within the IL Route 47 (S Bridge Street) right-of-way. The following images depict the originally proposed lighting system with views on both sides of Van Emmon Street: 4 Survey Results As part of the public outreach conducted by the consultant in preparing the Yorkville Downtown Overlay District’s Streetscape Master Plan, a web survey was implemented to garner feedback from citizens on design elements for the downtown. The survey was taken by nearly 500 respondents. When specifically asked “Which is a preferred gateway element into downtown?”, approximately 40% responded that overhead lights should be utilized. 5 PROPOSED ALTERNATIVES: During the June and July EDC discussions regarding the overhead lights, staff received mixed commentary and questions on if the catenary lights should be kept in the plan, the cost and future maintenance and we were also provided an alternative light fixture option by Alderman Funkhouser. Staff was further tasked with providing the committee with three (3) alternative light fixture options for formal consideration. Below are four (4) alternative light fixtures proposed as alternatives to the “Edison Bulb” style depicted in the original proposal: #1 Single Cable Pendant-Style Lights • Simplest and most cost efficient with regards to number of light standards needed. • Recommended for short distances and typically used in alley ways or suspended between buildings or poles where a discrete or delicate lighting effect is desired. #2 Random Central Ring Globe Lights 6 • Ideal for large open areas where connections may be spaced irregularly between buildings and possibly poles. • Depending on the spacing and number of light standards, the random positioning of the lighting can create a celestial or a luminous canopy effect. #3 Linear Grid Bell-Shade Lights • The uniformed and geometric net-like system can be used for both small and large spaces which provides greater flexibility when incorporating temporary or seasonal decorations. • The lighting effect provides the most coverage and the structural form of the net creates a transparent “ceiling” informally defining the space. #4 Central Spine Singular Dome Lights 7 • Utilizes one principal lighting or architectural element to form an elegant appearance. • Lighting effect is pinpoint, offering a “halo” glow at regular intervals. COST & MAINTENANCE: The city’s engineering consultant, Engineering Enterprises Inc. (EEI), provided a preliminary estimate of the costs to design and install the catenary lighting system. Per the originally proposed design, the total preliminary estimated cost for engineering and installation on both East and West Van Emmon Street would be approximately $240,000. Below is a detail of those early estimates: DOWNTOWN CATENARY LIGHTING - PRELIMINARY COST ESTIMATES WEST VAN EMMON EAST VAN EMMON Item Unit Quantity Unit Price Amount Item Unit Quantity Unit Price Amount Decorative Poles EA 10 $3,000 $30,000 Decorative Poles EA 12 $3,000 $36,000 Lighting Cable & Fixtures FT 1,200 $25 $30,000 Lighting Cable & Fixtures FT 1,450 $25 $36,250 Concrete Foundations FT 70 $250 $17,500 Concrete Foundations FT 84 $250 $21,000 Electrical Service EA 1 $5,000 $5,000 Electrical Service EA 1 $5,000 $5,000 Subtotal $82,500 Subtotal $98,250 Contingency (15%) $12,400 Contingency (15%) $14,800 Total $94,900 Total $113,050 Engineering (15%) $14,300 Engineering (15%) $17,000 TOTAL PRELIMINARY ESTIMATE $109,200 TOTAL PRELIMINARY ESTIMATE $130,050 The highest percentage of costs associated with the catenary light system are the decorative poles and length of lighting cable and fixtures. These estimates can be adjusted to use less expensive or fewer number of poles in addition to shortening the run of cable or limiting the number of fixtures. With regard to future maintenance of the catenary lights, according to architectural and structural engineers who design and install such systems, they should require very little upkeep as long as careful consideration of access to the power supply in the design stage is taken. Additionally, maintenance may also include the seasonal and themed decoration changes and the washing and replacement of light fixtures. 8 STAFF COMMENTS/REQUESTED DIRECTION: Staff believes the information provided in this memo outlines the comments and feedback received at the June and July Economic Development Committee meetings regarding the proposed catenary lights. Therefore, we are seeking firm direction and consensus from the committee regarding the following: 1. To keep or remove the overhead catenary lighting feature from the Streetscape Master Plan. 2. If to keep, specific catenary lighting fixture preference. We welcome any additional feedback you may have on the information provided and will be available to answer any questions. ATTACHMENTS: 1. Draft Revised Yorkville Streetscape Master Plan 2. Draft Revised Yorkville Downtown Form-Based Code SUMMARY: Review and discussion of the proposed Yorkville Downtown Overlay District Plan consisting of a Streetscape Master Plan and Form-Based Code on a lot-by-lot basis considering the existing zoning and existing land use, versus the proposed district classification and proposed uses. Also provided are three (3) development scenarios of lots with redevelopment potential utilizing the form-based code standards. BACKGROUND: As you may recall, the final draft of the Yorkville Downtown Overlay District Plan was presented at the May 14, 2019 City Council meeting for its first reading prior to adoption. A presentation of the highlights of the Streetscape Master Plan and the Form-Based Code for the overlay district was given at that meeting by the consultant, Doug Farr of Farr & Associates. The plans are intended to establish the broader guidance for street character and development opportunities within the downtown which can be facilitated through public capital improvement projects and private redevelopment. Over the course of 18-months, beginning in January 2018, the consultant and staff hosted a project website; conducted two (2) public workshops; previewed a draft plan at a committee meeting; held a public open house; and had a public hearing before the Planning and Zoning Commission; all to gather input and solicit feedback on the various drafts of the plan. All feedback received during this time was incorporated into the plan. A formal recommendation for adoption was made by the Planning and Zoning Commission on April 10, 2019. At the June 4, 2019 Economic Development Committee meeting, staff received comments regarding certain aspects of the Streetscape Masterplan, specifically the curb treatment for ‘B” Street Residential areas and the proposed overhead catenary lighting on Van Emmon Street. The curb treatment and subsequent edits recommended by Alderman Funkhouser were addressed by staff at the July 2nd meeting. Staff was eventually given direction by the EDC at the August 6, 2019 meeting to keep the originally proposed catenary overhead lights on Van Emmon Street. PURPOSE: Over the past four (4) months where staff has presented the Yorkville Downtown Overlay District Plan to the City Council and Economic Development Committee for approval, a sense of hesitancy has been observed in moving towards a new planning regulation approach, particularly with the Form-Based Code. Therefore, staff recommended to the Mayor providing a lot -by-lot analysis of the parcels affected in the downtown as part of the overlay district, comparing the current zoning and land uses of traditional zoning to the proposed district classification and proposed uses in the Form-Based Code. To better understand the basic differences between utilizing traditional zoning and a form-based code in the redevelopment process, staff has prepared the following chart: Memorandum To: Economic Development Department From: Krysti J. Barksdale-Noble, Community Development Director CC: Bart Olson, City Administrator Jason Engberg, Senior Planner Date: August 21, 2019 Subject: Downtown Form Based Code and Streetscape Master Plan Lot-by-Lot Analysis 2 LOT-BY-LOT ANALYSIS: Zoning & Land Use Analysis Of the approximately 28-acres within the downtown overlay district, nearly 56% (15.5 acres) are zoned commercial. This includes B-1 Local Business District (~6%), B-2 Retail Commerce Business District (~29%), and B-3 General Business District (~21%). Residentially zoned parcels within the downtown overlay district accounts for 29% (8.2 acres), consisting of R-2 Single-Family Traditional Residence District (~19%), R-3 Multi-Family Attached Residence District (~5%) and R-4 General Multi-Family Residence District (~5%). The remaining parcels (~15%) are comprised of manufacturing (~5%) and open space (~10%). An illustration of the existing zoning designation and acreage is provided in the following map titled “Downtown Overlay| Zoning Map”. TRADITIONAL ZONING FORM-BASED CODES OVERALL FOCUS Use of Land (commercial, residential, industrial, etc.) Use of Building (form, scale, location on site, access, aesthetics, etc..) REGULATORY APPROACH Land Use Divided into Zones (typically based on lot size) Buildings divided into Districts (typically based on street frontage) Emphasis on uses; building placement to public realm (street) is unpredictable. Emphasis on building form; relation to the public realm (street) is predictable. USE FOCUS Mostly single use zones of land; may allow for limited mix of uses in a zone; however, relies on transition of use by intensity to change zones. Allows for an appropriate mix of uses within buildings and districts; relies on street intensity to transition changes in district. BUILDING FOCUS Uniformity in neighborhoods via land use. Diversity in neighborhoods via districts. Open-ended design standards with little focus on public spaces Defined architectural form & focus on public spaces Buildings are encouraged to disengage the public realm with required minimum setbacks Buildings are encouraged to engage the public realm with required build-to lines. STREET FOCUS Focus is on site – little emphasis on right-of-way. Focus is on site and public realm/streetscape. 3 While commercial zoning is the most prevalent designation in the downtown overlay district (56%), the actual land use utilized for commercial is much lower, accounting for only 27%. As illustrated on the following map titled “Downtown Overlay| Land Use Map”, the area for existing commercial (7.58 acres) and residential (7.43 acres) land uses are almost equal within the downtown. The next most predominant land use within the downtown overlay district is Institutional/Public, nearly 20%, encompassing city/county owned properties, a state-owned transportation parcel, and a religious institution. The remaining parcels are utilized for public parks (~12%), vacant land (~6%), public parking (~4%) and mixed use (~1%). 4 It is staff’s opinion that the underutilization of land for its currently zoned purpose (only 27% of the 56% land zoned for commercial is actually used for commercial purposes) indicates the downtown overlay district is primed for redevelopment. Additionally, with an almost equal match of commercial and residential land use in the downtown overlay district, further attention must be given to how the forms of buildings interact along the main corridors (Bridge Street, Hydraulic Ave., and Van Emmon Street) to ensure visual compatibility. This also means encouraging a more mix of uses within buildings themselves. All of which the proposed Form-Based Code addresses. Proposed Use Analysis To better understand the relationship between the current zoning, current land use and the correlating districts proposed in the Form-Based Code, staff prepared the following graphic which examines on a block by block basis the potential future uses for the parcels within the downtown overlay district: As indicated, the Form-Based Code proposes five (5) distinct districts based upon the characteristics of the roadway it abuts. Those districts are as follows: • Bridge Street • Hydraulic Street • Van Emmon Street • “B” Street • “B” Street Residential The Form-Based Code has taken the unique characteristics of each of these roadways, such as: street dimensions; orientation to environmental features or other prominent buildings/architecture; pedestrian scale, and assigns appropriate standards for building scale and features, as well as land uses. While some 5 of the existing zoning and/or land uses of the parcels within the proposed downtown overlay district may correlate with its current zoning, the Form-Based Code looked to eliminate those uses that may not compliment the commercial/residential mixed-use intent. Especially when such uses are proposed to be within a single structure. Finally, the Form-Based Code considered the building form when modifying land uses in the downtown overlay district, to ensure any mixed-use development would be scaled and designed appropriately, even if the adjacent uses aren’t the same. The attached table titled “Downtown Overlay| Permitted Use Comparison” contrasts the permitted uses allowed under the current zoning versus the proposed permitted uses in the Form-Based Code. Upon analyzing the permitted uses by the current zoning ordinance and the proposed permitted uses of the Form-Based Code, staff feels the Form-Based Code narrows the walkable, pedestrian-oriented “Main Street” feel the Streetscape Master Plan tried to evoke by eliminating uses that are too intensive (i.e. hospitals, Colleges/Universities, semi-truck/automobile sales/repair), incompatible (i.e., funeral homes, firearms & ammunition manufacturing, solid waste disposal site), or aesthetically mis matched (i.e., trailer parks/camps, bus storage yards, car/RV sales) for the neighborhood shops, eateries and mid-density living envisioned for the downtown overlay district area. Review of Development under Current Zoning vs. Form-Based Code Currently, the Zoning Ordinance allows for staff to review and approve any land use that is identified as a permitted use in that district without prior City Council authorization. This is because the City Council has already given approval of those specific land uses with the comprehensive adoption of the Zoning Ordinance. It is when a land use is deemed compatible in a certain district, but only if certain standards are met, is a Special Use is identified, requiring additional public scrutiny and City Council approval. This is similarly being proposed with the Form-Based Code. The Form-Based Code proposes to further refine the list of out-right permitted uses in the various districts of the downtown, with two (2) key new distinctions – the promotion of mixed-use buildings/streets and the focus on the form in which those buildings/streets take. While special uses are still identified in the Form-Based Code and would require the same public review and City Council approval, the intent is to streamline the process. The streamlining occurs by having the City Council approve the proposed new land uses they see appropriate for the downtown (such as permitting “bed & breakfast” on Hydraulic St.) and prohibiting those that aren’t (such as “funeral homes” on Bridge Street) upfront. This upfront approval sets the tone for future developers to know that the specific vision is of the City for the downtown, not just by zoning, but by narrowed approved uses and building forms. Finally, the Form-Based Code minimizes the delay of desired projects having to go through the rezoning and/or special use process under the current Zoning Ordinance and conversely, rejects projects deem unsuitable for the downtown that may get approved because they are allowed under the existing zoning district. Sample Exhibits of Form-Based Code Redevelopment Staff has prepared the attached three (3) sample exhibits of sites within the downtown overlay district illustrating potential redevelopment options based upon the standards of the proposed Form-Based Code. The samples are from each of the major thoroughfares within the downtown overlay district: Bridge Street, Hydraulic Street and Van Emmon Street. As illustrated, staff has provided existing and potential layouts for each scenario, as well as existing and potential building massing models. The Bridge Street development exhibits a potential three (3) story “Downtown Commercial” building type redevelopment of the current Van Emmon Activity Center property with ground floor commercial and upper story office space. 6 The West Block development shows a potential redevelopment of an entire city block currently zoned R- 2 Single-Family Traditional Residence District. Since this block has multiple frontages on Hydraulic, Main, State and Van Emmon streets, the exhibit shows two (2) various types of the “Downtown Living Buildings”. The Van Emmon Street building is a four (4) story multi-family residential (apartments) building. The Hydraulic fronting building is three (3) stories which can be used as a mix of 1st floor commercial and upper story residential. Finally, the Hydraulic Avenue exhibit shows a potential city block redevelopment of “Downtown Commercial”. The Hydraulic facing building is a three (3) story commercial building. The Van Emmon Street facing building is a two (2) story commercial building with accessory parking structure. STAFF COMMENTS/REQUESTED DIRECTION: Staff believes the information provided in this memo should address the comments and feedback received from the Economic Development Committee meetings regarding the Form-Based Code and how it relates to proposed future land use and potential building forms. Therefore, we are seeking firm direction and consensus from the committee if the Yorkville Downtown Overlay District Plan, consisting of a Streetscape Master Plan and Form-Based Code, can move forward to September 10th City Council meeting for formal adoption. We welcome any additional feedback you may have on the information provided and will be available to answer any questions. ATTACHMENTS: 1. Downtown Overlay| Zoning Map 2. Downtown Overlay| Land Use Map 3. Downtown Overlay| Proposed Uses 4. Downtown Overlay| Permitted Use Comparison 5. Downtown Overlay| Sample Form-Based Code Exhibits 6. Draft Revised Yorkville Streetscape Master Plan 7. Draft Revised Yorkville Downtown Form-Based Code M1 R3 R3 B2 B2 B2 B2 B2B2B2 B3 B3B3 B1 OS2 OS1 R2 R2R2 R2 R2 R2 R2 R4 SINGLEFAMILYHOMES SINGLEFAMILYHOMES VAN EMMONACTIVITYCENTER APARTMENTS CITY OWNEDPARKING COMMERCIAL/VACANT COMMERCIALCOMMERCIALSINGLEFAMILYHOME ILLINOIS BELL SINGLEFAMILYHOME SINGLEFAMILYHOMES SINGLEFAMILY HOME IDOT CITY PARK CITY PARK TOWNHOMES VACANT SINGLE FAMILYHOMES SINGLE FAMILYHOMES NEW HOPECHURCHAPARTMENTSPARKSANDRECREATION VACANTOFFICE ANDAPARTMENTS OFFICE ANDAPARTMENTS INVESTOR TOOLSAND DIAMONDSKILLS ACADEMY CITY OWNEDPARKING COMMERCIALCOMMERCIALCOMMERCIALCITY OWNEDCOMMERCIAL CITY OWNEDCOMMERCIAL LUMBER YARD SILOSCOMMERCIAL SINGLEFAMILYHOMES JAIL COUNTYOWNED VACANT SINGLEFAMILY HOME Mill StS Bridge StW Fox St Heustis StE Van Emmon St W Ridge St State StW Madison St Adams StW Van Emmon St E Hydraulic Ave S Main StLEGEND EXISTING ZONING B-1 Local Business District B-2 Retail Commerce Business District B-3 General Business District M-1 Limited Manufacturing District OS-1 Open Space (Passive) OS-2 Open Space (Active) R-2 Single-Family Traditional Residence District R-3 Multi-Family Attached Residence District R-4 General Multi-Family Residence District N EXISTING ZONING ACREAGE & PERCENTAGE OF LAND B-1 Local Business District Area: 1.57 acres Percentage: 5.6% B-2 Retail Commerce Business District Area: 8.02 acres Percentage: 28.7% B-3 General Business District Area: 5.93 acres Percentage: 21.2% M-1 Limited Manufacturing District Area: 1.46 acres Percentage: 5.2% OS-1 Open Space (Passive) Area: 1.23 acres Percentage: 4.5% OS-2 Open Space (Active) Area: 1.50 acres Percentage: 5.4% R-2 Single-Family Traditional Residence District Area: 5.42 acres Percentage: 19.4% R-3 Multi-Family Attached Residence District Area: 1.51 acres Percentage: 5.4% R-4 General Multi-Family Residence District Area: 1.27 acres Percentage: 4.6% TOTAL PARCEL ACREAGE: 27.91DOWNTOWN OVERLAY | ZONING MAPDOWNTOWN OVERLAY | ZONING MAP LEGEND EXISTING LAND USES Residential Land Use Commercial Land Use Manufacturing Land Use Institutional/Public Land Use Mixed Land Use Parks Vacant Parking Lot N EXISTING LAND USE ACREAGE & PERCENTAGE OF LAND Residential Land Use Area: 6.93 acres Percentage: 24.8% Commercial Land Use Area: 7.03 acres Percentage: 25.2% Manufacturing Land Use Area: 1.15 acres Percentage: 4.1% Institutional/Public Land Use Area: 6.12 acres Percentage: 21.9% Mixed Land Use Area: 0.17 acres Percentage: 0.6% Parks Area: 3.36 acres Percentage: 12.1% Vacant Area: 2.13 acres Percentage: 7.6% Parking Lot Area: 1.02 acres Percentage: 3.7% TOTAL PARCEL ACREAGE: 27.91 Blocks outlined in the above colors designate the general land use. Blocks which are shaded indicate properties most likely to be redeveloped. DOWNTOWN OVERLAY | LAND USE MAPDOWNTOWN OVERLAY | LAND USE MAP M1 R3 R3 B2 B2 B2 B2 B2B2B2 B3 B3B3 B1 OS2 OS1 R2 R2R2 R2 R2 R2 R2 R4 SINGLEFAMILYHOMES SINGLEFAMILYHOMES VAN EMMONACTIVITYCENTER APARTMENTS CITY OWNEDPARKING COMMERCIAL/VACANT COMMERCIALCOMMERCIALSINGLEFAMILYHOME ILLINOIS BELL SINGLEFAMILYHOME SINGLEFAMILYHOMES SINGLEFAMILY HOME IDOT CITY PARK CITY PARK TOWNHOMES VACANT SINGLE FAMILYHOMES SINGLE FAMILYHOMES NEW HOPECHURCHAPARTMENTSPARKSANDRECREATION VACANTOFFICE ANDAPARTMENTS OFFICE ANDAPARTMENTS INVESTOR TOOLSAND DIAMONDSKILLS ACADEMY CITY OWNEDPARKING COMMERCIALCOMMERCIALCOMMERCIALCITY OWNEDCOMMERCIAL CITY OWNEDCOMMERCIAL LUMBER YARD SILOSCOMMERCIAL SINGLEFAMILYHOMES JAIL COUNTYOWNED VACANT SINGLEFAMILY HOME SINGLEFAMILYHOMES “B” STREET RESIDENTI A L “B” STREET RESIDENT I A L “B” STREET“B” STREET“B” STREETVAN EMMON STREET HYDRAULIC STREET 1 2 3 4 5 6 15 16 14 21 22 23 13 20 11 12 1918 109 17 8 7 Mill StBRIDGE STREETW Fox St Heustis StE Van Emmon St W Ridge St W Madison St Adams StHYDRAULIC STREET S Main StMill StS Bridge StW Fox St Heustis StE Van Emmon St W Ridge St State StW Madison St Adams StW Van Emmon St E Hydraulic Ave S Main StLEGEND EXISTING ZONING B-1 Local Business District B-2 Retail Commerce Business District B-3 General Business District M-1 Limited Manufacturing District OS-1 Open Space (Passive) OS-2 Open Space (Active) R-2 Single-Family Traditional Residence District R-3 Multi-Family Attached Residence District R-4 General Multi-Family Residence District N EXISTING ZONING ACREAGE & PERCENTAGE OF LAND B-1 Local Business District Area: 1.57 acres Percentage: 5.6% B-2 Retail Commerce Business District Area: 8.02 acres Percentage: 28.7% B-3 General Business District Area: 5.93 acres Percentage: 21.2% M-1 Limited Manufacturing District Area: 1.46 acres Percentage: 5.2% OS-1 Open Space (Passive) Area: 1.23 acres Percentage: 4.5% OS-2 Open Space (Active) Area: 1.50 acres Percentage: 5.4% R-2 Single-Family Traditional Residence District Area: 5.42 acres Percentage: 19.4% R-3 Multi-Family Attached Residence District Area: 1.51 acres Percentage: 5.4% R-4 General Multi-Family Residence District Area: 1.27 acres Percentage: 4.6% TOTAL PARCEL ACREAGE: 27.91DOWNTOWN OVERLAY | ZONING MAPDOWNTOWN OVERLAY | ZONING MAP LEGEND EXISTING LAND USES Residential Land Use Commercial Land Use Manufacturing Land Use Institutional/Public Land Use Mixed Land Use Parks Vacant Parking Lot N EXISTING LAND USE ACREAGE & PERCENTAGE OF LAND Residential Land Use Area: 7.43 acres Percentage: 26.6% Commercial Land Use Area: 7.58 acres Percentage: 27.1% Manufacturing Land Use Area: 1.15 acres Percentage: 4.1% Institutional/Public Land Use Area: 5.57 acres Percentage: 19.9% Mixed Land Use Area: 0.17 acres Percentage: 0.6% Parks Area: 3.36 acres Percentage: 12.0% Vacant Area: 1.72 acres Percentage: 6.1% Parking Lot Area: 1.02 acres Percentage: 3.6% TOTAL PARCEL ACREAGE: 27.91 Blocks outlined in the above colors designate the general land use. Blocks which are shaded indicate properties most likely to be redeveloped. DOWNTOWN OVERLAY | LAND USE MAPDOWNTOWN OVERLAY | LAND USE MAP LEGEND FORMBASED CODE DISTRICTS Bridge Street Hydraulic Street Van Emmon Street “B” Street “B” Street Residential N DOWNTOWN OVERLAY | PROPOSED USESDOWNTOWN OVERLAY | PROPOSED USES FBCDISTRICTCURRENTLAND USECURRENT ZONING 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 B-2 B-2 B-3 B-2/B-3 B-3 OS-2 R-4 R-2 R-2 R-2 B-2 B-2 B-2 B-2 B-2/B-3 M-1 R-2 R-2 B-1 B-1/R-2 B-2 R-3 R-3 Hydraulic St. Hyrdaulic St. Hyrdaulic St. Bridge St. Hyrdaulic St. Hyrdaulic St. Hyrdaulic St. B St. Residential Hyrdaulic St./B St./ B St. Residential B St./B St. Residential B St./Hydraulic St. B St./Van Emmon St. Bridge St./Hydraulic St./ Van Emmon St. Bridge St./Hydraulic St./Van Emmon St. Hydraulic St./B St./Van Emmon St. Hydraulic St./B St./Van Emmon St. B St. Residential B St. Residential Van Emmon St./B St./B St. Residential Bridge St./Van Emmon St. Bridge St./Van Emmon St. Van Emmon St./B St. Residential Van Emmon St./B St. Residential Apartment Parks & Rec. Oce Oce/Diamond Skills Investor Tools Commercial/Oce Foxy’/Ginger & Soul (City Owned) Townhomes Single-Family Homes Single-Family Homes Single-Family Homes AT&T Single-Family Homes Commercial/Restaraunts Commercial/Restaraunts Commercial/Vacant Lumberyard Single-Family Homes Single-Family Homes/Church Old Jail/Parking Lot/Kendall County Vacant/IDOT Landscape Hill Van Emmon Activity Center Single-Family Homes Apartments M1 R3 R3 B2 B2 B2 B2 B2B2B2 B3 B3B3 B1 OS2 OS1 R2 R2R2 R2 R2 R2 R2 R4 SINGLEFAMILYHOMES SINGLEFAMILYHOMES VAN EMMONACTIVITYCENTER APARTMENTS CITY OWNEDPARKING COMMERCIAL/VACANT COMMERCIALCOMMERCIALSINGLEFAMILYHOME ILLINOIS BELL SINGLEFAMILYHOME SINGLEFAMILYHOMES SINGLEFAMILY HOME IDOT CITY PARK CITY PARK TOWNHOMES VACANT SINGLE FAMILYHOMES SINGLE FAMILYHOMES NEW HOPECHURCHAPARTMENTSPARKSANDRECREATION VACANTOFFICE ANDAPARTMENTS OFFICE ANDAPARTMENTS INVESTOR TOOLSAND DIAMONDSKILLS ACADEMY CITY OWNEDPARKING COMMERCIALCOMMERCIALCOMMERCIALCITY OWNEDCOMMERCIAL CITY OWNEDCOMMERCIAL LUMBER YARD SILOSCOMMERCIAL SINGLEFAMILYHOMES JAIL COUNTYOWNED VACANT SINGLEFAMILY HOME “B” STREET RESIDENT I A L “B” STREET“B” STREET“B” STREETVAN EMMON STREET HYDRAULIC STREET 1 2 3 4 5 6 15 16 14 21 22 23 13 20 11 12 1918 109 17 8 7 Mill StBRIDGE STREETW Fox St Heustis StE Van Emmon St W Ridge St W Madison St Adams StHYDRAULIC STREET S Main St“B” STREET Mill StS Bridge StW Fox St Heustis StE Van Emmon St W Ridge St State StW Madison St Adams StW Van Emmon St E Hydraulic Ave S Main StLEGEND EXISTING ZONING B-1 Local Business District B-2 Retail Commerce Business District B-3 General Business District M-1 Limited Manufacturing District OS-1 Open Space (Passive) OS-2 Open Space (Active) R-2 Single-Family Traditional Residence District R-3 Multi-Family Attached Residence District R-4 General Multi-Family Residence District N EXISTING ZONING ACREAGE & PERCENTAGE OF LAND B-1 Local Business District Area: 1.57 acres Percentage: 5.6% B-2 Retail Commerce Business District Area: 8.02 acres Percentage: 28.7% B-3 General Business District Area: 5.93 acres Percentage: 21.2% M-1 Limited Manufacturing District Area: 1.46 acres Percentage: 5.2% OS-1 Open Space (Passive) Area: 1.23 acres Percentage: 4.5% OS-2 Open Space (Active) Area: 1.50 acres Percentage: 5.4% R-2 Single-Family Traditional Residence District Area: 5.42 acres Percentage: 19.4% R-3 Multi-Family Attached Residence District Area: 1.51 acres Percentage: 5.4% R-4 General Multi-Family Residence District Area: 1.27 acres Percentage: 4.6% TOTAL PARCEL ACREAGE: 27.91DOWNTOWN OVERLAY | ZONING MAPDOWNTOWN OVERLAY | ZONING MAP LEGEND EXISTING LAND USES Residential Land Use Commercial Land Use Manufacturing Land Use Institutional/Public Land Use Mixed Land Use Parks Vacant Parking Lot N EXISTING LAND USE ACREAGE & PERCENTAGE OF LAND Residential Land Use Area: 6.93 acres Percentage: 24.8% Commercial Land Use Area: 7.03 acres Percentage: 25.2% Manufacturing Land Use Area: 1.15 acres Percentage: 4.1% Institutional/Public Land Use Area: 6.12 acres Percentage: 21.9% Mixed Land Use Area: 0.17 acres Percentage: 0.6% Parks Area: 3.36 acres Percentage: 12.1% Vacant Area: 2.13 acres Percentage: 7.6% Parking Lot Area: 1.02 acres Percentage: 3.7% TOTAL PARCEL ACREAGE: 27.91 Blocks outlined in the above colors designate the general land use. Blocks which are shaded indicate properties most likely to be redeveloped. DOWNTOWN OVERLAY | LAND USE MAPDOWNTOWN OVERLAY | LAND USE MAP LEGEND FORMBASED CODE DISTRICTS Bridge Street Hydraulic Street Van Emmon Street “B” Street “B” Street Residential N DOWNTOWN OVERLAY | PROPOSED USESDOWNTOWN OVERLAY | PROPOSED USES FBCDISTRICTCURRENTLAND USECURRENT ZONING 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 B-2 B-2 B-3 B-2/B-3 B-3 OS-2 R-4 R-2 R-2 R-2 B-2 B-2 B-2 B-2 B-2/B-3 M-1 R-2 R-2 B-1 B-1/R-2 B-2 R-3 R-3 Hydraulic St. Hyrdaulic St. Hyrdaulic St. Bridge St. Hyrdaulic St. Hyrdaulic St. Hyrdaulic St. B St. Residential Hyrdaulic St./B St./ B St. Residential B St./B St. Residential B St./Hydraulic St. B St./Van Emmon St. Bridge St./Hydraulic St./ Van Emmon St. Bridge St./Hydraulic St./Van Emmon St. Hydraulic St./B St./Van Emmon St. Hydraulic St./B St./Van Emmon St. B St. Residential B St. Residential Van Emmon St./B St./B St. Residential Bridge St./Van Emmon St. Bridge St./Van Emmon St. Van Emmon St./B St. Residential Van Emmon St./B St. Residential Apartment Parks & Rec. Oce Oce/Diamond Skills Investor Tools Commercial/Oce Foxy’/Ginger & Soul (City Owned) Townhomes Single-Family Homes Single-Family Homes Single-Family Homes AT&T Single-Family Homes Commercial/Restaraunts Commercial/Restaraunts Commercial/Vacant Lumberyard Single-Family Homes Single-Family Homes/Church Old Jail/Parking Lot/Kendall County Vacant/IDOT Landscape Hill Van Emmon Activity Center Single-Family Homes Apartments DOWNTOWN OVERLAY| PERMITTED USE COMPARISON Black Text = No Change in Permitted Land Use Red Text = Existing Use Not A Permitted Use in Form-Based Code Green Text = Proposed Form-Based Code Use Unique to District or Not Permitted in Existing Zoning FORM-BASED CODE DISTRICT CURRENT ZONING DISTRICT CURRENT PERMITTED USES PROPOSED FORM-BASED CODE USES Bridge St. B-1 Local Business Apartments (2nd Fl); Funeral Home; College; Library; Religious Institutions: Art Gallery; Ad Agency; Antique Sales; Retail Bakery; Bank w/Drive up; Barber/Beauty Shop; Boat Sales & Rental; Book Keeping; Book Store; Clothes-Pressing & Repair; Private Club/Lodge; Coffee Shop; Commercial Laboratory; Community Center; Detective Agency; Dressmaker; Dry Cleaning; Employment Office; Grocery Store; Liquor Store; Massage; Medical Clinic; Microbrewery/Microdistillery/Micro-Brewpub/Micro-Wineries; Parks; Pawnshops; Photo Studio; Playground; Post Office; Professional Services/Offices; Radio Studio; Recreation Center; Resale Dealers; Restaurant; Drug Store; Shoe Repair; Swimming Pool- Indoor; Tattoo & Body Piercing; Trailer Park/Camp; Treatment Center; Electric Substation; Fire Station; Police Station; Building Mounted Solar Panels; Accessory Buildings/Structures. Residential Dwellings (upper stories only); Hotel/Motel (with development standards); Bed & Breakfast (upper stories only); Civic Offices & Services; Library/Museum; Police & Fire (with development standards); Post Office (no distribution); Religious & Organization Assembly; Neighborhood Retail (<8,000 sf); General Retail (with development standards); Neighborhood Service; General Service (with development standards); Recreation/Entertainment; Food Services & Drinking Places; Office (upper stories only); Small-scale Industry (with development standards); Parking Lot/Structure (with development standards); Public Utility & Infrastructure; Open Space (with development standards); Alternative Energy Generation (with development standards); Home Occupation; Outdoor Restaurant Dining; Sidewalk Sales (with development standards); Mobile Food Vendors (with development standards); Temporary Structures (with development standards). B-2 Retail Commerce All B-1 Local Business uses; Hospital; Nursing Home; Auto Parts/Accessory Sales; Auto Rental; Bicycle Repair; Billiard Parlor; Bowling Alley; Dance Hall; Department Store; Health & Fitness Club/Center; Hotel/Motel; Interior Decorator Studio; Locksmith; Music Instrument Sales/Repair; Newspaper Publishing; Pet Store/Supply; Taxidermist; Theater; Watch & Clock Repair/Sales; Weaving & Mending. B-3 General Business All B-1 Local Business Uses and B-2 Retail Commerce Uses; Appliance Service; Auto Repair; Auto Sales Lot; Building Material Sales; Car Wash; Catering; Furniture Repair; Miniature Golf Course; Golf Driving Range; Dog Kennel; Motorcycle Sales; Nursery/Greenhouse; RV Sales; Skating Rink; Upholstery Shop; Vet Clinic; Taxicab Business; Electric Substation; Fire Station; Police Station. R-2 Single-Family Single-Family Dwelling; Public or Private School; Golf Course; Parks; Playground; Building Mounted Solar Panels; Accessory Buildings/Structures. Hydraulic St. B-2 Retail Commerce All B-1 Local Business uses; Hospital; Nursing Home; Auto Parts/Accessory Sales; Auto Rental; Bicycle Repair; Billiard Parlor; Bowling Alley; Dance Hall; Department Store; Health & Fitness Club/Center; Hotel/Motel; Interior Decorator Studio; Locksmith; Music Instrument Sales/Repair; Newspaper Publishing; Pet Store/Supply; Taxidermist; Theater; Watch & Clock Repair/Sales; Weaving & Mending. Residential Dwelling – Downtown Living (Multi-Family/Apartments); Hotel/Motel (with development standards); Bed & Breakfast (upper stories only); Senior Housing (with development standards); Civic Offices & Services; Library/Museum; Police & Fire (with development standards); Post Office (no distribution); Religious & Organization Assembly; Neighborhood Retail (<8,000 sf); General Retail (with development standards); Neighborhood Service; General Service (with development standards); Recreation/Entertainment; Food Services & Drinking Places; Office; Small-scale Industry (with development standards); Parking Lot/Structure (with development standards); Public Utility & Infrastructure; Open Space (with development standards); Alternative Energy Generation (with development standards); Home Occupation; Outdoor Storage of Goods (with development standards); Outdoor Restaurant Dining; Roadside Produce Stand/Vending; Sidewalk Sales (with development standards); Mobile Food Vendors (with development standards); Temporary Storage Containers (with development standards);Temporary Structures (with development standards). B-3 General Business All B-1 Local Business Uses and B-2 Retail Commerce Uses; Appliance Service; Auto Repair; Auto Sales Lot; Building Material Sales; Car Wash; Catering; Furniture Repair; Miniature Golf Course; Golf Driving Range; Dog Kennel; Motorcycle Sales; Nursery/Greenhouse; RV Sales; Skating Rink; Upholstery Shop; Vet Clinic; Taxicab Business; Electric Substation; Fire Station; Police Station. R-2 Single-Family Single-Family Dwelling; Public or Private School; Golf Course; Parks; Playground; Building Mounted Solar Panels; Accessory Buildings/Structures. R-4 General Multi-Family Duplex Dwelling; Multi-Family Dwelling (Apartments); Single-Family Dwelling; Townhouse Dwelling; Public or Private School; Golf Course; Parks; Playground; Other Public Utility Facilities; Building Mounted Solar Panels; Accessory Buildings/Structures. M-1 Limited Manufacturing College, University or Junior College; Hospital; Library; Religious Institutions; Art Galleries/Art Studio; Automobile Repair; Brewery; Car Wash; Carpet & Rug Cleaning; Contractor Offices; Health & Fitness Club/Center; Heavy Machinery & Equipment Rental; Microbrewery/Microdistillery/Micro-Brewpub/Micro-Wineries; Milk Processing/Distribution; Newspaper Publishing; Recreation Center; Repair of Household/Office Machinery/Equipment; Semi-Truck Repair; Tattoo & Body Piercing; Truck/Tractor Trailer/Car Trailer or Bus Yard Storage; Any Assembly/Production/Manufacturing/Testing/ Repairing/Processing; Wholesale Bakery; Blacksmith/Welding Shop; Firearms & Ammunition Manufacturing; Research Laboratories; Wholesaling/Warehousing; Bus/Truck Garage; Bus/Truck Storage Yard; Electric Substation; Filtration Plant; Fire Station; Police Station; Public Utilities – Electric Substation/Distribution Centers and Gas Regulation Centers/Underground Gas Holder Stations; Other Public Utilities; Commercial Radio/Television Towers; Sewage Treatment Plant; Solid Waste Disposal Site; Utility Company Maintenance Yard; Utility Service Yard/Garage; Watchman Quarters; Building Mounted Solar Energy Systems; Accessory Buildings/Uses and Structures. DOWNTOWN OVERLAY| PERMITTED USE COMPARISON Black Text = No Change in Permitted Land Use Red Text = Existing Use Not A Permitted Use in Form-Based Code Green Text = Proposed Form-Based Code Use Unique to District or Not Permitted in Existing Zoning Van Emmon St. B-1 Local Business Apartments (2nd Fl); Funeral Home; College; Library; Religious Institutions: Art Gallery; Ad Agency; Antique Sales; Retail Bakery; Bank w/Drive up; Barber/Beauty Shop; Boat Sales & Rental; Book Keeping; Book Store; Clothes-Pressing & Repair; Private Club/Lodge; Coffee Shop; Commercial Laboratory; Community Center; Detective Agency; Dressmaker; Dry Cleaning; Employment Office; Grocery Store; Liquor Store; Massage; Medical Clinic; Microbrewery/Microdistillery/Micro-Brewpub/Micro-Wineries; Parks; Pawnshops; Photo Studio; Playground; Post Office; Professional Services/Offices; Radio Studio; Recreation Center; Resale Dealers; Restaurant; Drug Store; Shoe Repair; Swimming Pool- Indoor; Tattoo & Body Piercing; Trailer Park/Camp; Treatment Center; Electric Substation; Fire Station; Police Station; Building Mounted Solar Panels; Accessory Buildings/Structures. Residential Dwelling – Downtown Living (Multi-Family/Apartments)/Attached Living (Duplex/Townhomes); Hotel/Motel (with development standards); Senior Housing (with development standards); Civic Offices & Services; Library/Museum; Police & Fire (with development standards); Post Office (no distribution); Religious & Organization Assembly; Neighborhood Retail (<8,000 sf); General Retail (with development standards); Neighborhood Service; General Service (with development standards); Recreation/Entertainment (with development standards); Food Services & Drinking Places; Office; Small-scale Industry (with development standards); Parking Lot/Structure (with development standards); Public Utility & Infrastructure; Open Space (with development standards); Alternative Energy Generation (with development standards); Home Occupation; Outdoor Storage of Goods (with development standards); Outdoor Restaurant Dining; Sidewalk Sales (with development standards); Mobile Food Vendors (with development standards); Temporary Storage Containers (with development standards);Temporary Structures (with development standards). B-2 Retail Commerce All B-1 Local Business uses; Hospital; Nursing Home; Auto Parts/Accessory Sales; Auto Rental; Bicycle Repair; Billiard Parlor; Bowling Alley; Dance Hall; Department Store; Health & Fitness Club/Center; Hotel/Motel; Interior Decorator Studio; Locksmith; Music Instrument Sales/Repair; Newspaper Publishing; Pet Store/Supply; Taxidermist; Theater; Watch & Clock Repair/Sales; Weaving & Mending. B-3 General Business All B-1 Local Business Uses and B-2 Retail Commerce Uses; Appliance Service; Auto Repair; Auto Sales Lot; Building Material Sales; Car Wash; Catering; Furniture Repair; Miniature Golf Course; Golf Driving Range; Dog Kennel; Motorcycle Sales; Nursery/Greenhouse; RV Sales; Skating Rink; Upholstery Shop; Vet Clinic; Taxicab Business; Electric Substation; Fire Station; Police Station. R-3 Multi-Family Duplex Dwelling; Multi-Family Dwelling (Apartments); Single-Family Dwelling; Townhouse Dwelling; Public or Private School; Golf Course; Parks; Playground; Other Public Utility Facilities; Building Mounted Solar Panels; Accessory Buildings/Structures. M-1 Limited Manufacturing College, University or Junior College; Hospital; Library; Religious Institutions; Art Galleries/Art Studio; Automobile Repair; Brewery; Car Wash; Carpet & Rug Cleaning; Contractor Offices; Health & Fitness Club/Center; Heavy Machinery & Equipment Rental; Microbrewery/Microdistillery/Micro-Brewpub/Micro-Wineries; Milk Processing/Distribution; Newspaper Publishing; Recreation Center; Repair of Household/Office Machinery/Equipment; Semi-Truck Repair; Tattoo & Body Piercing; Truck/Tractor Trailer/Car Trailer or Bus Yard Storage; Any Assembly/Production/Manufacturing/Testing/ Repairing/Processing; Wholesale Bakery; Blacksmith/Welding Shop; Firearms & Ammunition Manufacturing; Research Laboratories; Wholesaling/Warehousing; Bus/Truck Garage; Bus/Truck Storage Yard; Electric Substation; Filtration Plant; Fire Station; Police Station; Public Utilities – Electric Substation/Distribution Centers and Gas Regulation Centers/Underground Gas Holder Stations; Other Public Utilities; Commercial Radio/Television Towers; Sewage Treatment Plant; Solid Waste Disposal Site; Utility Company Maintenance Yard; Utility Service Yard/Garage; Watchman Quarters; Building Mounted Solar Energy Systems; Accessory Buildings/Uses and Structures. “B” Street B-1 Local Business Apartments (2nd Fl); Funeral Home; College; Library; Religious Institutions: Art Gallery; Ad Agency; Antique Sales; Retail Bakery; Bank w/Drive up; Barber/Beauty Shop; Boat Sales & Rental; Book Keeping; Book Store; Clothes-Pressing & Repair; Private Club/Lodge; Coffee Shop; Commercial Laboratory; Community Center; Detective Agency; Dressmaker; Dry Cleaning; Employment Office; Grocery Store; Liquor Store; Massage; Medical Clinic; Microbrewery/Microdistillery/Micro-Brewpub/Micro-Wineries; Parks; Pawnshops; Photo Studio; Playground; Post Office; Professional Services/Offices; Radio Studio; Recreation Center; Resale Dealers; Restaurant; Drug Store; Shoe Repair; Swimming Pool- Indoor; Tattoo & Body Piercing; Trailer Park/Camp; Treatment Center; Electric Substation; Fire Station; Police Station; Building Mounted Solar Panels; Accessory Buildings/Structures. Residential Dwelling – Downtown Living (Multi-Family/Apartments)/Attached Living (Duplex/Townhomes); Hotel/Motel; Senior Housing (with development standards); Civic Offices & Services; Religious & Organization Assembly; Neighborhood Retail (<8,000 sf); Food Services & Drinking Places; Office; Small- scale Industry; Parking Lot/Structure (with development standards); Public Utility & Infrastructure; Open Space (with development standards); Alternative Energy Generation (with development standards); Home Occupation; Outdoor Storage of Goods (with development standards); Outdoor Restaurant Dining; Roadside Produce Stand/Vending (with development standards); Mobile Food Vendors (with development standards); Temporary Storage Containers (with development standards); Temporary Structures (with development standards). B-2 Retail Commerce All B-1 Local Business uses; Hospital; Nursing Home; Auto Parts/Accessory Sales; Auto Rental; Bicycle Repair; Billiard Parlor; Bowling Alley; Dance Hall; Department Store; Health & Fitness Club/Center; Hotel/Motel; Interior Decorator Studio; Locksmith; Music Instrument Sales/Repair; Newspaper Publishing; Pet Store/Supply; Taxidermist; Theater; Watch & Clock Repair/Sales; Weaving & Mending. B-3 General Business All B-1 Local Business Uses and B-2 Retail Commerce Uses; Appliance Service; Auto Repair; Auto Sales Lot; Building Material Sales; Car Wash; Catering; Furniture Repair; Miniature Golf Course; Golf Driving Range; Dog Kennel; Motorcycle Sales; Nursery/Greenhouse; RV Sales; Skating Rink; Upholstery Shop; Vet Clinic; Taxicab Business; Electric Substation; Fire Station; Police Station. M-1 Limited Manufacturing College, University or Junior College; Hospital; Library; Religious Institutions; Art Galleries/Art Studio; Automobile Repair; Brewery; Car Wash; Carpet & Rug Cleaning; Contractor Offices; Health & Fitness Club/Center; Heavy Machinery & Equipment Rental; Microbrewery/Microdistillery/Micro-Brewpub/Micro-Wineries; Milk Processing/Distribution; Newspaper Publishing; Recreation Center; Repair of Household/Office Machinery/Equipment; Semi-Truck Repair; Tattoo & Body Piercing; Truck/Tractor Trailer/Car Trailer or Bus Yard Storage; Any Assembly/Production/Manufacturing/Testing/ Repairing/Processing; Wholesale Bakery; Blacksmith/Welding Shop; Firearms & Ammunition Manufacturing; Research Laboratories; Wholesaling/Warehousing; Bus/Truck Garage; Bus/Truck Storage Yard; Electric Substation; Filtration Plant; Fire Station; Police Station; Public Utilities – Electric Substation/Distribution Centers and Gas Regulation Centers/Underground Gas Holder Stations; Other Public Utilities; Commercial Radio/Television Towers; Sewage Treatment Plant; Solid Waste Disposal Site; Utility Company Maintenance Yard; Utility Service Yard/Garage; Watchman Quarters; Building Mounted Solar Energy Systems; Accessory Buildings/Uses and Structures. “B” Street Residential R-2 Single-Family Single-Family Dwelling; Public or Private School; Golf Course; Parks; Playground; Other Public Utility Facilities; Building Mounted Solar Panels; Accessory Buildings/Structures. Residential Dwelling – Yard Building (Single-Family Detached); Civic Offices & Services; Parking Lot/Structure (with development standards); Public Utility & Infrastructure; Open Space (with development standards); Alternative Energy Generation (with development standards); Home Occupation; Mobile Food Vendors; (with development standards); Temporary Storage Containers (with development standards); Temporary Structures (with development standards). R-3 Multi-Family Duplex Dwelling; Multi-Family Dwelling (Apartments); Single-Family Dwelling; Townhouse Dwelling; Public or Private School; Golf Course; Parks; Playground; Other Public Utility Facilities; Building Mounted Solar Panels; Accessory Buildings/Structures. POTENTIAL BUILDING POTENTIAL BUILDING OFFSTREET PARKING HYDRAULIC AVE W VAN EMMON STSTATE STS MAIN STHYDRAULIC AVE W VAN EMMON STSTATE STS MAIN STWEST BLOCK DEVELOPMENT EXHIBIT EXISTING LAYOUT POTENTIAL LAYOUT EXISTING MASSING POTENTIAL MASSING DOWNTOWN LIVING BUILDING DOWNTOWN LIVING BUILDING POTENTIAL BUILDING POTENTIAL BUILDING POTENTIAL BUILDING OFFSTREET PARKING HYDRAULIC AVE E VAN EMMON STBRIDGE STHEUSTIS STHYDRAULIC AVE E VAN EMMON STBRIDGE STHEUSTIS STHYDRAULIC DEVELOPMENT EXHIBIT EXISTING LAYOUT POTENTIAL LAYOUT EXISTING MASSING POTENTIAL MASSING DOWNTOWN COMMERCIAL DOWNTOWN COMMERCIAL POTENTIAL BUILDING OFFSTREET PARKING E VAN EMMON ST BRIDGE STHEUSTIS STE VAN EMMON ST BRIDGE STHEUSTIS STBRIDGE DEVELOPMENT EXHIBIT EXISTING LAYOUT POTENTIAL LAYOUT EXISTING MASSING POTENTIAL MASSING DOWNTOWN COMMERCIAL DOWNTOWN COMMERCIAL FORM-BASED CODE LOT-BY-LOT ANALYSIS TRADITIONAL ZONING FORM-BASED CODES OVERALL FOCUS Use of Land (commercial, residential, industrial, etc.) Use of Building (form, scale, location on site, access, aesthetics, etc..) REGULATORY APPROACH Land Use Divided into Zones (typically based on lot size) Buildings divided into Districts (typically based on street frontage) Emphasis on uses; building placement to public realm (street) is unpredictable. Emphasis on building form; relation to the public realm (street) is predictable. USE FOCUS Mostly single use zones of land; may allow for limited mix of uses in a zone; however, relies on transition of use by intensity to change zones. Allows for an appropriate mix of uses within buildings and districts; relies on street intensity to transition changes in district. BUILDING FOCUS Uniformity in neighborhoods via land use.Diversity in neighborhoods via districts. Open-ended design standards with little focus on public spaces Defined architectural form & focus on public spaces Buildings are encouraged to disengage the public realm with required minimum setbacks Buildings are encouraged to engage the public realm with required build-to lines. STREET FOCUS Focus is on site –little emphasis on right- of-way. Focus is on site and public realm/streetscape. TRADITIONAL VS. FORM-BASED CODE -WHAT IS IT ALL ABOUT? 28 Total Acres 56% Zoned Commercial 29% Zoned Residential 15% Zoned Manufacturing 5% Zoned Open-Space 28 Total Acres 27% Used for Commercial 26% Used for Residential 19% Used for Institutional or Public Use 12% Used for Public Parks Predominate zoning in downtown is commercial (56%), yet only 27% is actually utilized for commercial. Residential land use (26.6%) is almost equal to commercial land use (27.1%) in downtown. Primed for Redevelopment. & Appropriate Location for a Mix of Uses within Buildings. Underutilization Co-existing Land Uses WHAT DOES THIS TELL US? LOCATIONS WHERE SINGLE-FAMILY RESIDENTIAL LAND USES ARE CURRENTLY ADJACENT TO MULTI-FAMILY, OFFICE OR COMMERCIAL LAND USES. WHAT IS THERE NOW? B-2 RETAIL COMMERCE (Max. 80’/6 stories) •HOSPITAL •AUTO PARTS STORE •CAR RENTAL •DANCE HALL/DISCO B-1 LOCAL BUSINESS DISTRICT (Max. 80’/6 stories) •FUNERAL HOME •COMMERCIAL LABORATORY •PAWN SHOP •TRAILER PARK/CAMP B-3 GENERAL BUSINESS (Max. 80’/6 stories) •AUTO REPAIR •AUTO SALES LOT •GOLF DRIVING RANGE •DOG KENNEL R-2 SINGLE-FAMILY (Max 30’/2.5 stories) •PUBLIC/PRIVATE SCHOOL •GOLF COURSE M-1 LIMITED MANUFACTURING (No Maximum Height) •BUS/SEMI TRUCK REPAIR REPAIR/SALES & STORAGE •ADULT-USE BUSINESS •SEWAGE TREATMENT PLANT •SOLID WASTE DISPOSAL SITE R-4 MULTI -FAMILY (Max. 80’/6 stories) •APARTMENTS (8 DU/AC) •TOWNHOMES •DUPLEXES R-3 MULTI -FAMILY (Max. 80’/6 stories) •APARTMENTS (5 DU/AC) •TOWNHOMES •DUPLEXES WHAT CAN GO THERE NOW? with a Building Permit and without City Council Approval WHAT DOES THE FORM-BASED CODE ALLOW? DOES NOT PERMIT: X FUNERAL HOMES X BANKS W/DRIVE UPS X LIQUOR STORES X PAWN SHOPS X TATTOO & BODY PIERCING X AUTO REPAIR/PARTS STORES X AUTO RENTAL/SALES X PUBLIC/PRIVATE SCHOOLS X MANUFACTURING X BUS/SEMI-TRUCK REPAIR/STORAGE/SALES X DOG KENNEL X TRAILER PARK/CAMP X TREATMENT CENTER X ELECTRIC SUBSTATION X COMMERCIAL LABORATORY DOES PERMIT: DOWNTOWN LIVING (MULTI- FAMILY/APARTMENTS) SINGLE-FAMILY DUPLEXES HOTEL/MOTELS SENIOR HOUSING COTTAGE COMMERCIAL (RESIDENTIAL/COMMERCIAL) NEIGHBORHOOD RETAIL (<8,000 SQ. FT.) BED & BREAKFAST INN RECREATION/ENTERTAINMENT FOOD SERVICE & DINING (INDOOR & OUTDOOR) OFFICE/RETAIL SMALL SCALE INDUSTRY PARKING FACILITIES HOW DOES FORM-BASED CODE COMPARE TO TRADITIONAL ZONING STANDARDS? FORM-BASED CODE DEFINES BY BUILDING TYPE: Building Type Maximum Overall Height Downtown Commercial 6 stories (Bridge St.) (with min. 3’ step-back at 3 stories) 4 stories (all other streets) Downtown Living 4 stories Cottage Commercial 3.5 stories Attached Building 4 stories (Bridge St.) 3.5 stories (all other streets) Yard Building 3.5 stories Civic Building 6 stories (Bridge St.) (with min. 3’ step-back at 3 stories) 4 stories 3 stories (“B” St. Residential) TRADITIONAL ZONING DEFINES BY LAND USE: Zoning Maximum Overall Height B-4 Service Business 6 stories B-3 General Business 6 stories B-2 Retail Commerce 6 stories B-1 Local Business 6 stories R-3 Multi-Family 6 stories R-4 Multi-Family 6 stories R-2 Single-Family 2.5 stories M-1 Limited Manufacturing No maximum height LESS overall height in FBC LESS overall height in FBC LESS overall height in FBC MORE overall height in FBC HOW DOES REVIEW & APPROVAL WORK? TRADITIONAL REVIEW FORM-BASED CODE REVIEW STAFF MEETING/PLAN SUBMITTAL STAFF MEETING/PLAN SUBMITTAL SITE PLAN REVIEW SITE PLAN REVIEW IF PERMITTED –PROCEED TO BUILDING PERMIT LIMITED DISCRETION PROVIDED TO CITY STAFF DEVIATIONS REVIEWED BY PZC AND APPROVED BY PZC IF PERMITTED –PROCEED TO BUILDING PERMIT MINOR DEVIATIONS ALLOWED WITH APPROVAL FROM CITY STAFF MAJOR DEVIATIONS REQUIRE PZC APPROVAL IF NOT PERMITTED –PROCEED TO SPECIAL USE/REZONING/PUD PUBLIC HEARING PROCESS IF NOT PERMITTED –PROCEED TO SPECIAL USE PUBLIC HEARING PROCESS ONLY (IF USE IS IDENTIFIED) PLAN COUNCIL/EDC/PZC RECOMMENDATIONS PLAN COUNCIL/EDC/PZC RECOMMENDATIONS CITY COUNCIL DETERMINATION CITY COUNCIL DETERMINATION WHAT COULD IT LOOK LIKE? QUESTIONS? 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: 208 E. Main Street – Variance Request 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 Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number Planning and Zoning Commission #3 Tracking Number PZC 2019-20 and EDC 2019-64 City Council – September 24, 2019 Majority Vote Reduction in front yard setback from 30 feet to 20 feet for the purpose of rebuilding a previously existing porch. Krysti Barksdale-Noble, AICP Community Development Name Department SUMMARY: The petitioners, Charles and Gayle Ashley, have filed an application with the United City of Yorkville, Kendall County, Illinois, requesting a reduction in the front yard setback from the required minimum 30 feet from the property line to the building to 20 feet for a residential parcel located at 208 E. Main Street. The property is zoned R-2 Traditional Family Residence District and purpose of the request is to allow for the reconstruction of an attached covered porch, as was part of the original home, to be located within the required front yard. The proposed porch will reflect the established neighborhood character and forward the goals of the recently adopted Neighborhood Design Manual. Section 10-7-1 of the City’s Zoning Ordinance requires all buildings located in the R-2 Single- Family Traditional Residence District to maintain a minimum front yard setback of thirty feet (30’). Although the current home does not maintain this setback, it is non-conforming to this standard, Section 10-15-3-B-3 states the non-conforming structure can be maintained, repaired or altered but cannot expand or create any additional nonconformities. Therefore, the petitioner is seeking the variance so that they are legally allowed to encroach, expand and alter their home to the newly requested setback of 20 feet and not constrained, now or in the future, by the current non-conforming status. PLANNING AND ZONING COMMISSION: The Planning and Zoning Commission held a public hearing for the proposed variance to the Yorkville Zoning Ordinance. The Commission recommended approval of the changes without any additional comments or stipulations. The commission made the following action on the motion below: Motion for Front Yard Setback Variance In consideration of testimony presented during a Public Hearing on September 11, 2019 and approval of the findings of fact, the Planning and Zoning Commission recommends approval of a requested reduction in the front yard setback in the R-2 Single-Family Traditional Residence District regulations from the required minimum 30 feet from the property line to the building to 20 feet for a residential parcel located at 208 E. Main Street: Vote: Olson-aye; Williams-aye; Millen-aye; Marcum-aye; Vinyard-aye 5 ayes; 0 nay ATTACHMENTS: 1. Planning & Zoning Commission Memorandum dated August 7, 2019 2. Petitioner Application (with attachments) 3. Public Hearing Notice Memorandum To: Planning and Zoning Commission From: Krysti Barksdale-Noble, Community Development Director CC: Bart Olson, City Administrator Jason Engberg, Senior Planner Date: August 7, 2019 Subject: PZC 2019-20 208 E. Main Street – Front Yard Setback Variance Ordinance No. 2019-____ Page 1 Ordinance No. 2019-_______ AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, GRANTING A FRONT YARD SETBACK VARIANCE FOR THE PROPERTY LOCATED AT 208 E. MAIN STREET (Front Porch) WHEREAS, the United City of Yorkville, Kendall County, Illinois (the “City”) is a duly organized and validly existing non-home-rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and, WHEREAS, pursuant to the Illinois Municipal Code (65 ILCS 5/11-13-5) the Mayor and City Council of the City (the “Corporate Authorities”) may provide for and allow variances to provide relief when strict compliance with the requirements of the Yorkville Zoning Ordinance (the “Zoning Ordinance”) presents a particular hardship; and, WHEREAS, Charles and Gayle Ashley (the “Applicants”), requested to reduce the required minimum front yard setback in the R-2 Single-Family Traditional Residence District from thirty feet (30’) to twenty feet (20’) for the purposes of constructing an attached porch on their residential property in the front yard that is not permitted pursuant to Section 10-07-01 of the Zoning Ordinance; and, WHEREAS, A notice of a public hearing on said application was published and pursuant to said notice the Planning and Zoning Commission of the City conducted a public hearing on September 11, 2019, on said application in accordance with the State statutes and the ordinances of the City; and, WHEREAS, the Planning and Zoning Commission made the required written Findings of Fact finding that the variation met the standards in Section 10-4-7C of the Zoning Ordinance and recommended that the variance be granted; and, Ordinance No. 2019-____ Page 2 WHEREAS, the Corporate Authorities of the City of Yorkville have received and considered the recommendation of the Planning and Zoning Commission. NOW, THEREFORE, BE IT ORDAINED, by the Mayor and City Council of the City of Yorkville, Kendall County, Illinois, as follows: Section 1: That this Ordinance shall apply to the Subject Property legally described as: LOT 9 AND THAT PART OF LOTS 5, 6 AND 10 IN BLOCK 22 OF MCCLELLAN’S ADDITION TO BRISTOL DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 9; THENCE SOUTHERLY, ALONG THE EASTERLY LINE OF SAID LOT 9 AND SAID EASTERLY LINE EXTENDED, 320.0 FEET TO THE SOUTHERLY LINE OF LOT 6; THENCE WESTERLY, ALONG SAID SOUTHERLY LINE, 100.0 FEET; THENCE NORTHERLY, PARALLEL WITH SAID EASTERLY LINE EXTENDED AND SAID EASTERLY LINE, 320.0 FEET TO THE NORTHERLY LINE OF SAID LOT 10; THENCE EASTERLY, ALONG SAID NORTHERLY LINE, 100.0 FEET TO THE POINT OF BEGINNING IN THE UNITED CITY OF THE VILLAGE OF YORKVILLE, KENDALL COUNTY, ILLINOIS. Commonly known as 208 E. Main Street, Yorkville, Illinois, Property Index Number: 02-33-109-006 Section 2: That a variation pursuant to Section 10-07-01 of the Zoning Ordinance to reduce the required minimum front yard setback in the R-2 Single-Family Traditional Residence District from thirty feet (30’) to twenty feet (20’) of the Subject Property is hereby granted. Section 3: That the front porch shall be constructed, operated and maintained in accordance with the requirements of the Yorkville City Code and generally located as shown on the attached plat of survey prepared by Phillip D. Young and Associates, Inc. dated May 23, 2005 and made a part hereof as Exhibit A. Section 4: That this ordinance shall be in full force and effect from and after its passage, approval and publication in pamphlet form as provided by law. Ordinance No. 2019-____ Page 3 Passed by the City Council of the United City of Yorkville, Kendall County, Illinois, this _____ day of __________________, 2019. ______________________________ CITY CLERK KEN KOCH ________ DAN TRANSIER ________ JACKIE MILSCHEWSKI ________ ARDEN JOE PLOCHER ________ CHRIS FUNKHOUSER ________ JOEL FRIEDERS ________ SEAVER TARULIS ________ JASON PETERSON ________ Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this _____ day of __________________, 2019. ______________________________ MAYOR SUMMARY: The petitioners, Charles and Gayle Ashley, have filed an application with the United City of Yorkville, Kendall County, Illinois, requesting a reduction in the front yard setback from the required minimum 30 feet from the property line to the building to 20 feet for a residential parcel located at 208 E. Main Street. The property is zoned R-2 Traditional Family Residence District and purpose of the request is to allow for the reconstruction of an attached covered porch, as was part of the original home, to be located within the required front yard. The proposed porch will reflect the established neighborhood character and forward the goals of the recently adopted Neighborhood Design Manual. PROPERTY BACKGROUND: The property, a two-story is located approximately 2 blocks east of IL Rte. 47 (N. Bridge Street) on Main Street surrounded by similar single-family homes in the older residential part of Yorkville. This parcel, as well as the adjacent parcels, was platted as a narrow, deep lot which backs up to wooded open space and the Fox River. This area of the City was developed prior to any modern zoning regulations existed in Yorkville and therefore the structures and parcels in the area may or may not conform to current code standards. Memorandum To: Planning and Zoning Commission From: Krysti Barksdale-Noble, Community Development Director CC: Bart Olson, City Administrator Jason Engberg, Senior Planner Date: August 7, 2019 Subject: PZC 2019-20 208 E. Main Street – Front Yard Setback Variance As currently situated, the nearest distance from the property line to the edge of the home is approximately 29.4’. However, the existing front stoop extends an additional eight feet (8’) into the yard, effectively rendering the front setback at 21.4’, less than the required minimum 30 feet for the R-2 zoning district. Therefore, this property is considered “legally non-conforming” since its non- conformity existed prior to the adoption of the current ordinance. The exhibit below illustrates where the house is located on the parcel. The required front yard is shaded and shows the existing stoop. PROJECT DESCRIPTION: The two-story brick residence, as seen in the picture to the right, was originally built circa 1860 with architectural features common to Victoria Stick Style homes. These features include steep gable and side gable rooflines; rectangular windows in a simple pattern of one-over-one; and unusually announced porches with large brackets that form curved diagonal braces. At some point, the front façade of the home was altered to remove the covered porch and the current homes exterior is depicted in the images below. As proposed, the petitioners are seeking to rebuild the one-story porch to the existing front façade of the home in its original location. The porch would extend approximately thirty-two (32) feet across the front plane of the house and project out about eight (8) feet into the front yard, following the line of the existing front stoop. The covered roof of the porch would be approximately ten (10) feet in height and the floor material will be a one inch (1”) thick composite deck. The overall setback will essentially remain at its current distance of 21’-4” if the variance is approved. VARIANCE REQUEST: Section 10-7-1 of the City’s Zoning Ordinance requires all buildings located in the R-2 Single-Family Traditional Residence District to maintain a minimum front yard setback of thirty feet (30’). Although the current home does not maintain this setback, it is non-conforming to this standard, Section 10-15-3-B-3 states the non-conforming structure can be maintained, repaired or altered but cannot expand or create any additional nonconformities. Therefore, the petitioner is seeking the variance so that they are legally allowed to encroach, expand and alter their home to the newly requested setback of 20 feet and not constrained, now or in the future, by the current non- conforming status. NEIGHBORHOOD DESIGN: In February 2019, the City Council adopted the Neighborhood Design Manual, which is geared towards retaining and enhancing the character and livability of Yorkville’s traditional neighborhoods. As part of this non-binding manual, guidelines were established for renovation and new construction with the goal of any repair or reconstruction blending into the fabric of the surrounding neighborhood. Specifically, regarding porches, the Neighborhood Design Manual acknowledges that “the front porch can be a great place to relax and enjoy the breeze on a cool summer evening” and therefore recommends when renovating an existing home in the older parts of town, “care should be taken to preserve or replicate the styling of historic elements…into the new design.” Additionally, the Comprehensive Plan designates this area as “Traditional Neighborhood Residential” which encourages the current residential character. The petitioners main purpose is to replace the previous porch feature onto their home as it was originally built. They also desire to enhance the character of their home with the addition of this architectural element and “bring back some old-time touches” to the neighborhood, as other homes also have front porches. Furthermore, the variance for the front yard setback is consistent with the established neighborhood frontage and the addition of the requested porch would maintain that line, as illustrated in the aerial below. STANDARDS FOR GRANTING A VARIANCE: The Planning and Zoning Commission must base its decision to vary, or recommend varying, the Petitioner’s request for relief of the Zoning Ordinance regulation upon the following standards (Section 10-4-7-C): 1. Because of the particular physical surroundings, shape or topographical conditions of the specific property involved, a particular hardship to the owner would result, as distinguished from a mere inconvenience, if the strict letter of the regulations was carried out. 2. The conditions upon which the petition for a variation is based are unique to the property for which the variation is sought and are not applicable, generally, to other property within the same zoning classification. 3. The alleged difficulty or hardship is caused by this title and has not been created by any person presently having an interest in the property. 4. The granting of the variation will not be detrimental to the public welfare or injurious to other property or improvements in the neighborhood in which the property is located. 5. The proposed variation will not impair an adequate supply of light and air to adjacent property, or substantially increase the congestion in the public streets, or increase the danger to the public safety, or substantially diminish or impair property values within the neighborhood. 6. The proposed variation is consistent with the official comprehensive plan and other development standards and policies of the city. The petitioners have provided responses to these standards in their application materials which they request to be entered into the record. STAFF COMMENTS Staff is supportive of the request for front yard setback reduction as proposed by the petitioners. The original architecture of the home was designed with a Victorian Stick Style porch, similar to the surrounding residences. Additionally, the property, and most properties within the neighborhood, are legally non-conforming with regards to front yard setbacks, as they were built prior to the modern zoning code. Finally, the proposed porch would not change the character of the street line and is consistent with the recently adopted Neighborhood Design Manual and Comprehensive Plan. PROPOSED MOTIONS: In consideration of testimony presented during a Public Hearing on September 11, 2019 and approval of the findings of fact, the Planning and Zoning Commission recommends approval of a requested reduction in the front yard setback in the R-2 Single-Family Traditional Residence District regulations from the required minimum 30 feet from the property line to the building to 20 feet for a residential parcel located at 208 E. Main Street and further subject to {insert any additional conditions of the Planning and Zoning Commission}… ATTACHMENTS: 1. Petitioner Application (with attachments) 2. Public Hearing Notice PUBLIC NOTICE NOTICE OF PUBLIC HEARING BEFORE THE UNITED CITY OF YORKVILLE PLANNING & ZONING COMMISSION PZC 2019-20 NOTICE IS HEREWITH GIVEN THAT Charles and Gayle Ashley, petitioners, have filed an application with the United City of Yorkville, Kendall County, Illinois, requesting a reduction in front yard setback from 30 feet to 20 feet for a residential parcel located at 208 E. Main Street. The purpose of this request is to allow for the reconstruction of an attached covered porch, as was part of the original home, to be located within the required front yard. The real property, zoned R- 2 Traditional Family Residence District, is located east of South Bridge Street (IL Route 47) and immediately south of East Main Street in Yorkville, Illinois. The legal description is as follows: LOT 9 AND THAT PART OF LOTS 5, 6 AND 10 IN BLOCK 22 OF MCCLELLAN’S ADDITION TO BRISTOL DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 9; THENCE SOUTHERLY, ALONG THE EASTERLY LINE OF SAID LOT 9 AND SAID EASTERLY LINE EXTENDED, 320.0 FEET TO THE SOUTHERLY LINE OF LOT 6; THENCE WESTERLY, ALONG SAID SOUTHERLY LINE, 100.0 FEET; THENCE NORTHERLY, PARALLEL WITH SAID EASTERLY LINE EXTENDED AND SAID EASTERLY LINE, 320.0 FEET TO THE NORTHERLY LINE OF SAID LOT 10; THENCE EASTERLY, ALONG SAID NORTHERLY LINE, 100.0 FEET TO THE POINT OF BEGINNING IN THE UNITED CITY OF THE VILLAGE OF YORKVILLE, KENDALL COUNTY, ILLINOIS. PIN : 02-33-109-006 NOTICE IS HEREWITH GIVEN THAT the Planning and Zoning Commission for the United City of Yorkville will conduct a public hearing on said application on Wednesday, September 11, 2019 at 7:00 p.m. at the United City of Yorkville, City Council Chambers, located at 800 Game Farm Road, Yorkville, Illinois 60560. The public hearing may be continued from time to time to dates certain without further notice being published. Application and information materials regarding this notice are available for public review and any questions or written comments should be addressed to the United City of Yorkville Community Development Department, City Hall, 800 Game Farm Road, Yorkville, Illinois. All interested parties are invited to attend the public hearing and will be given an opportunity to be heard. By order of the Corporate Authorities of the United City of Yorkville, Kendall County, Illinois. Lisa Pickering City Clerk