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City Council Packet 2019 09-10-19 AGENDA CITY COUNCIL MEETING Tuesday, September 10, 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: 1. Swearing-in of Patrol Officers Luke Swanson, Sean Enk, and Cory Shepherd Public Hearings: Citizen Comments on Agenda Items: Consent Agenda: Minutes for Approval: 1. Minutes of the Regular City Council – August 13, 2019 2. Minutes of the Regular City Council – August 27, 2019 Bill Payments for Approval from the Current Bill List: Payments total these amounts: $ 310,301.36 (vendors) $ 53,525.35 (wire payments) $ 290,570.84 (payroll period ending 8/23/19) $ 654,397.55 (total) Mayor’s Report: 1. CC 2019-52 National Suicide Prevention + Action Month Proclamation 2. CC 2019-53 Assisted Living Week Proclamation 3. CC 2019-54 Constitution Week Proclamation United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 Telephone: 630-553-4350 www.yorkville.il.us City Council Agenda September 10, 2019 Page 2 Mayor’s Report (cont’d): 4. CC 2019-55 Resolution Approving an Intergovernmental Agreement Between the United City of Yorkville and Kendall County Emergency Phone Service and Communications Board (2019) – IP Flexible Reach 5. CC 2019-56 Purchase Request for a Police SUV a. Purchase Authorization b. Ordinance Authorizing the Fifth Amendment to the Annual Budget for the Fiscal Year Commencing on May 1, 2019 and Ending on April 30, 2020 Public Works Committee Report: 1. 2018-102 Temporary Easement for East Alley Parking Lot between the City and Imperial Investments Economic Development Committee Report: 1. EDC 2019-68 Resolution Approving an Amendment to the Professional Services Agreement with Houseal Lavigne Associates, LLC (Unified Development Ordinance) Public Safety Committee Report: Administration Committee Report: 1. ADM 2019-47 Resolution Approving an Amendment to the Employee Manual (Travel/Meal Policy) 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 – First Reading 2. PZC 2019-19 and EDC 2019-63 Lenny’s Gas N Wash a. 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) b. Ordinance Granting a Sign Variance for the Property Located at 4100 N. Bridge Street (Lenny’s Gas N Wash) c. Ordinance Approving the Gas N Wash Route 47 Yorkville Subdivision Plat City Council Report: City Clerk’s Report: Community and Liaison Report: Staff Report: Additional Business: Citizen Comments: Mayor’s Report (cont’d): 6. CC 2019-51 Adult-Use Cannabis City Council Agenda September 10, 2019 Page 3 Executive Session: 1. 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. Adjournment: COMMITTEES, MEMBERS AND RESPONSIBILITIES ADMINISTRATION: September 18, 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: September 17, 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 10, 2019 7:00 PM CITY COUNCIL CHAMBERS ---------------------------------------------------------------------------------------------------------------------------------------- AMENDMENTS TO AGENDA: ---------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------- PRESENTATIONS: ----------------------------------------------------------------------------------------------------------------------------------------- 1. Swearing-in of Patrol Officers Luke Swanson, Sean Enk, and Cory Shepherd ----------------------------------------------------------------------------------------------------------------------------------------- CITIZEN COMMENTS ON AGENDA ITEMS: ----------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- MINUTES FOR APPROVAL: ----------------------------------------------------------------------------------------------------------------------------------------- 1. Minutes of the Regular City Council – August 13, 2019 □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 2. Minutes of the Regular City Council – August 27, 2019 □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ---------------------------------------------------------------------------------------------------------------------------------------- BILLS FOR PAYMENT: ----------------------------------------------------------------------------------------------------------------------------------------- □ Approved ________ □ As presented □ As amended □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- MAYOR’S REPORT: ----------------------------------------------------------------------------------------------------------------------------------------- 1. CC 2019-52 National Suicide Prevention + Action Month Proclamation □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 2. CC 2019-53 Assisted Living Week Proclamation □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 3. CC 2019-54 Constitution Week Proclamation □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 4. CC 2019-55 Resolution Approving an Intergovernmental Agreement Between the United City of Yorkville and Kendall County Emergency Phone Service and Communications Board (2019) – IP Flexible Reach □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 5. CC 2019-56 Purchase Request for a Police SUV a. Purchase Authorization □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ b. Ordinance Authorizing the Fifth Amendment to the Annual Budget for the Fiscal Year Commencing on May 1, 2019 and Ending on April 30, 2020 □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes ___________________________________________________________________________ ___________________________________________________________________________________ ___________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- PUBLIC WORKS COMMITTEE REPORT: ----------------------------------------------------------------------------------------------------------------------------------------- 1. PW 2018-102 Temporary Easement for East Alley Parking Lot between the City and Imperial Investments □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- ECONOMIC DEVELOPMENT COMMITTEE REPORT: ----------------------------------------------------------------------------------------------------------------------------------------- 1. EDC 2019-68 Resolution Approving an Amendment to the Professional Services Agreement with Houseal Lavigne Associates, LLC (Unified Development Ordinance) □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- ADMINISTRATION COMMITTEE REPORT: ----------------------------------------------------------------------------------------------------------------------------------------- 1. ADM 2019-47 Resolution Approving an Amendment to the Employee Manual (Travel/Meal Policy) □ 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 – First Reading □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes _____________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- 2. PZC 2019-19 and EDC 2019-63 Lenny’s Gas N Wash a. 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) □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ b. Ordinance Granting a Sign Variance for the Property Located at 4100 N. Bridge Street (Lenny’s Gas N Wash) □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ c. Ordinance Approving the Gas N Wash Route 47 Yorkville Subdivision Plat □ Approved: Y ______ N ______ □ Subject to __________________________________________ □ Removed ________________________________________________________________________ □ Notes ___________________________________________________________________________ ___________________________________________________________________________________ ___________________________________________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------- MAYOR’S REPORT (CONT’D): ----------------------------------------------------------------------------------------------------------------------------------------- 6. CC 2019-51 Adult-Use Cannabis □ 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 – August 13, 2019 City Council – September 10, 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, AUGUST 13, 2019 Mayor Purcell called the meeting to order at 7:02 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 Ward III Funkhouser Present Frieders Present Ward IV Tarulis Present Peterson Present Staff present: City Administrator Olson, City Clerk Pickering, Chief of Police Hart, Deputy Chief of Police Mikolasek, Deputy Chief of Police Pfizenmaier, Public Works Director Dhuse, Community Development Director Barksdale-Noble, Finance Director Fredrickson, Parks and Recreation Director Evans, Building Code Official Ratos, Facilities Manager Raasch, Purchasing Manager Parker, Attorney Orr, and EEI Engineer Sanderson. QUORUM A quorum was established. AMENDMENTS TO THE AGENDA None. PRESENTATIONS Mayor Purcell presented retiring Chief of Police Hart with a certificate of appreciation for all his years of service to the city. MAYOR’S REPORT Chief of Police Appointment and Oath of Office (CC 2019-44) Mayor Purcell entertained a motion to approve the appointment of Jim Jensen as the Chief of Police. So moved by Funkhouser; Seconded by Alderman Milschewski. Motion unanimously approved by a viva voce vote. Jim Jensen was sworn-in as the new Chief of Police for the United City of Yorkville. Chief of Police Employment Agreement (CC 2019-45) Mayor Purcell entertained a motion to approve an employment agreement between the City and Jim Jensen and authorize the Mayor and City Clerk to execute. So moved by Alderman Koch; seconded by Alderman Funkhouser. Motion approved by a roll call vote. Ayes-8 Nays-0 Transier-aye, Plocher-aye, Frieders-aye, Peterson-aye, Koch-aye, Milschewski-aye, Funkhouser-aye, Tarulis-aye PUBLIC HEARINGS None. CITIZEN COMMENTS ON AGENDA ITEMS None. CONSENT AGENDA None. The Minutes of the Regular Meeting of the City Council – August 13, 2019 – Page 2 of 4 MINUTES FOR APPROVAL Mayor Purcell entertained a motion to approve the minutes of the regular City Council meeting of July 23, 2019 as presented. So moved by Alderman Transier; seconded by Alderman Milschewski. 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 $95.60 (vendors – FY 19); $572,168.97 (vendors – FY 20); $62,515.08 (wire payments), $296,230.73 (payroll period ending 7/26/19); for a total of $931,010.38. So moved by Alderman Funkhouser; seconded by Alderman Koch. Motion approved by a roll call vote. Ayes-8 Nays-0 Funkhouser-aye, Tarulis-aye, Transier-aye, Plocher-aye, Frieders-aye, Peterson-aye, Koch-aye, Milschewski-aye REPORTS MAYOR’S REPORT (cont’d) East Orange Street Water Main Improvements (CC 2019-46) Mayor Purcell entertained a motion to approve the expansion of the East Orange Street Water Main Improvement project to include the full width removal and replacement of the pavement west of Mill Street in a cost not to exceed $65,000. So moved by Alderman Frieders; seconded by Alderman Plocher. Motion approved by a roll call vote. Ayes-7 Nays-0 Frieders-aye, Peterson-aye, Koch-aye, Milschewski-aye, Funkhouser-aye, Tarulis-aye, Transier-aye *Alderman Plocher was not present for the vote. Resolution 2019-21 Approving a Public Road Crossing License Agreement (Hoover Drive) (CC 2019-47) Mayor Purcell entertained a motion to approve a Resolution Approving a Public Road Crossing License Agreement (Hoover Drive) and authorize the Mayor and City Clerk to execute. So moved by Alderman Transier; seconded by Alderman Frieders. Motion approved by a roll call vote. Ayes-8 Nays-0 Frieders-aye, Peterson-aye, Koch-aye, Milschewski-aye, Funkhouser-aye, Tarulis-aye, Transier-aye, Plocher-aye Comments from Mayor Purcell Run the Whispers Charity 5K Mayor Purcell asked Alderman Frieders if he would like to talk about the upcoming charity event being held in the Whispering Meadows subdivision. Alderman Frieders said that the 2nd Annual Run the Whispers Charity 5K event would be held on Saturday, August 24th at the Whispering Meadows Community Clubhouse located at 525 Faxon Road. All proceeds from the event will benefit Suicide Prevention Services located in Batavia and Hope for the Day located in Chicago. More information is available online at: runthewhispers.com. PUBLIC WORKS COMMITTEE REPORT No Report. ECONOMIC DEVELOPMENT COMMITTEE REPORT Downtown Landscape Hill Project – Invitation to Bid (EDC 2019-66) Alderman Milschewski made a motion to authorize staff to issue an Invitation to Bid for the Downtown Landscape Hill project; seconded by Alderman Frieders. Motion approved by a roll call vote. Ayes-8 Nays-0 Peterson-aye, Koch-aye, Milschewski-aye, Funkhouser-aye, Tarulis-aye, Transier-aye, Plocher-aye, Frieders-aye The Minutes of the Regular Meeting of the City Council – August 13, 2019 – Page 3 of 4 Memorandum of Understanding Regarding Bike Sharing Services between Kane County Division of Transportation and the City (EDC 2019-67) Alderman Milschewski made a motion to approve a Memorandum of Understanding regarding Bike Sharing Services between Kane County Division of Transportation and the City and authorize the Mayor to execute; seconded by Alderman Tarulis. Motion approved by a roll call vote. Ayes-8 Nays-0 Koch-aye, Milschewski-aye, Funkhouser-aye, Tarulis-aye, Transier-aye, Plocher-aye, Frieders-aye, Peterson-aye PUBLIC SAFETY COMMITTEE REPORT No report. ADMINISTRATION COMMITTEE REPORT No report. PARK BOARD Resolution 2019-22 Authorizing the Application for an OSLAD Grant for the Development of Beecher Park (CC 2019-48) Mayor Purcell entertained a motion to approve an Application for an OSLAD Grant for the Development of Beecher Park and authorize the Mayor and City Clerk to execute. So moved by Alderman Frieders; seconded by Alderman Peterson. Motion approved by a roll call vote. Ayes-8 Nays-0 Milschewski-aye, Funkhouser-aye, Tarulis-aye, Transier-aye, Plocher-aye, Frieders-aye, Peterson-aye, Koch-aye Riverfront Park East Boat Launch (CC 2019-49) Approval to Install the East Riverfront Boat Launch Approval of Professional Design Engineering Services Agreement with EEI Ordinance 2019-41 Ordinance Authorizing a Third 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 the installation of the Riverfront Park East Boat Launch, to approve the Professional Design Engineering Services Agreement with EEI and to approve an Ordinance Authorizing the Third 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 Koch. Motion approved by a roll call vote. Ayes-8 Nays-0 Funkhouser-aye, Tarulis-aye, Transier-aye, Plocher-aye, Frieders-aye, Peterson-aye, Koch-aye, Milschewski-aye PLANNING AND ZONING COMMISSION No report. CITY COUNCIL REPORT Sale of 111 W. Madison Street (Old Jail) (ADM 2018-88 and EDC 2019-69) Mayor Purcell asked City Administrator Olson to give an update on the status of the sale of the Old Jail property. Administrator Olson explained that the existing parking lots on Madison Street are a third on the private property and two thirds on the right-of-way. Staff looked at two options regarding the parking lots. The first option is to relocate all the parking within the right-of-way which would not increase any parking spots. Another option would be to switch to parallel parking which would decrease spaces. The first proposal would be to allow the purchaser to use the two regular parking spaces and the one ADA space for private parking. The city could then lease the city’s portion of the right-of-way that extends into those parking spaces. The second option involves extending parking spaces to the east of the existing parking spaces. If the council would like to extend parking to the east, the city would then lease those spaces to the purchaser. Administrator Olson said that during negotiations one change that came up was regarding the front end TIF incentives. The developer is requesting reimbursement of 100% of their property taxes during construction. Instead of a variable reimbursement that is dependent on how quickly the building is The Minutes of the Regular Meeting of the City Council – August 13, 2019 – Page 4 of 4 completed, it is being proposed to reimburse 100% of their property taxes during the first five years starting on the day that the agreement is approved. City Attorney Orr clarified that this will not change the dollar amount being reimbursed; it just specifies when the city is obligated to distribute the funds. Administrator Olson stated that there will be four upfront payouts as well as fifteen years of incremental payouts. The four upfront payouts have not changed. Upon completion of the roof the purchaser will receive $30,000; upon completion of the asbestos and lead removal, the purchaser will receive $50,000; upon completion of the residential portion of the building, the purchaser will receive $17,500; and upon completion of the commercial portion of the building, the purchaser will receive $17,500. Administrator Olson hopes that he will hear back from the developer by the end of the week on the proposed changes. He reiterated that the property is currently not generating any property taxes. The intent is to get a viable for-profit developer in this location that will generate property taxes. CITY CLERK’S REPORT No report. COMMUNITY & LIAISON REPORT No report. STAFF REPORT Galena / Kennedy/ Mill Roadway Improvements EEI Engineer Sanderson said that the Kendall County Highway Committee met earlier in the day and discussed the possible addition of a stoplight at the Galena and Kennedy intersection with the possibility of a roundabout at Kennedy and Mill. Kendall County Engineer Klaas will be reaching out to the city to set up a meeting to discuss road improvements. Mill Road Resurfacing Administrator Olson mentioned that the bids for the Mill Road resurfacing project were opened on Friday, August 9th. The engineer’s estimate for the project was $120,000. The lowest bid that was submitted came in at $140,797.50 from Geneva Construction. ADDITIONAL BUSINESS None. CITIZEN COMMENTS None. 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 and for the appointment, employment, compensation, discipline, performance, or dismissal of specific employees of the public body or legal counsel for the public body, including hearing testimony on a complaint lodged against an employee of the public body or against legal counsel for the public body to determine its validity. So moved by Alderman Transier; seconded by Alderman Peterson. Motion approved by a roll call vote. Ayes-6 Nays-1 Present-1 Koch-aye, Milschewski-aye, Funkhouser-aye, Tarulis-aye, Transier-aye, Plocher-nay, Frieders-present, Peterson-aye The City Council entered executive session at 7:54 p.m. The City Council returned to regular session at 8:47 p.m. ADJOURNMENT Mayor Purcell entertained a motion to adjourn the City Council meeting. So moved by Alderman Milschewski; seconded by Alderman Koch. Motion unanimously approved by a viva voce vote. Meeting adjourned at 8:48 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 Minutes #2 Tracking Number Minutes of the Regular City Council – August 27, 2019 City Council – September 10, 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, AUGUST 27, 2019 Mayor Purcell called the meeting to order at 7:00 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 Ward III Funkhouser Present Frieders Present Ward IV Tarulis Present Peterson Present (arrived 7:01 p.m.) Staff present: City Administrator Olson, City Clerk Pickering, Chief of Police Jensen, Public Works Director Dhuse, Community Development Director Barksdale-Noble, Finance Director Fredrickson, Assistant City Administrator Willrett, Building Code Official Ratos, Facilities Manager Raasch, Attorney Orr, and EEI Engineer Sanderson. QUORUM A quorum was established. AMENDMENTS TO THE AGENDA Mayor Purcell entertained a motion to move agenda item – City Council Report #1 – Ordinance Approving a Redevelopment Agreement for the Old Jail to immediately following Citizen Comments on Agenda Items. So moved by Alderman Koch; seconded by Alderman Milschewski. Motion unanimously approved by a viva voce vote. PRESENTATIONS None. PUBLIC HEARINGS None. CITIZEN COMMENTS ON AGENDA ITEMS Lisa Wolancevich, Yorkville Historic Preservation Society, invited everyone to partake in refreshments after the vote on the Redevelopment Agreement for the Old Jail. CITY COUNCIL REPORT Ordinance 2019-42 Approving a Redevelopment Agreement for the Old Jail (111 W. Madison Street) (ADM 2018-88 and EDC 2019-69) Mayor Purcell entertained a motion to approve an Ordinance Approving a Redevelopment Agreement for the Old Jail. So moved by Alderman Frieders; seconded by Alderman Funkhouser. Motion approved by a roll call vote. Ayes-8 Nays-0 Transier-aye, Plocher-aye, Frieders-aye, Peterson-aye, Koch-aye, Milschewski-aye, Funkhouser-aye, Tarulis-aye Mayor Purcell stated that the City Council would recess for ten minutes to partake in the refreshments provided by the Yorkville Historic Preservation Society. CONSENT AGENDA None. MINUTES FOR APPROVAL None. The Minutes of the Regular Meeting of the City Council – August 27, 2019 – Page 2 of 6 BILLS FOR PAYMENT Mayor Purcell entertained a motion to approve the bill list in the amount of $1,039,141.40 (vendors); $286,206.21 (payroll period ending 8/9/2019); for a total of $1,325,347.61. So moved by Alderman Peterson; seconded by Alderman Koch. Motion approved by a roll call vote. Ayes-8 Nays-0 Funkhouser-aye, Tarulis-aye, Transier-aye, Plocher-aye, Frieders-aye, Peterson-aye, Koch-aye, Milschewski-aye REPORTS MAYOR’S REPORT Raintree Subdivision Mayor Purcell mentioned that he was contacted by Lennar, the developer for Raintree II. He said that Lennar will be closing on the property tomorrow. Hometown Days Mayor Purcell asked Alderman Frieders if he could give a report on the upcoming Hometown Days festival. Alderman Frieders reported that Hometown Days would be held from August 29 – September 1 at Beecher Park at 908 Game Farm Road. He said the festival will be packed with events and activities for the entire family. Run the Whispers Charity 5k Mayor Purcell asked Alderman Frieders to give an update on the Run the Whispers 5k event that had been held on August 24th in the Whispering Meadows subdivision. Alderman Frieders reported that the second annual event had gone very well. He thanked Chief Jensen for sending Sergeant Carlyle and a couple of other officers to the event. He said over 120 runners participated in the event and that the event raised over $5,000.00 for charity. Appointments to Boards and Commissions (CC 2019-50) Mayor Purcell entertained a motion to approve the appointments of Victor Perez to the Park Board to a partial term ending April 30, 2021 and Greg Millen to the Planning and Zoning Commission to a partial term ending April 30, 2020. So moved by Alderman Frieders; seconded by Alderman Peterson. Motion unanimously approved by a viva voce vote. Adult-Use Cannabis (CC 2019-51) Mayor Purcell stated that contrary to federal law, as of January 1, 2020, the state of Illinois has changed state law to allow cannabis to be legally used by anyone 21 years of age or older. The City Council will need to make a decision as to whether they would like to allow sales of cannabis within city limits. Other issues that will need to be discussed include public safety issues as well as changes to the city’s employee manual. City Administrator Olson mentioned that a lot of the discussion around public safety, policing, local ordinance violations, and employee manual changes are less discretionary than the decision as to whether the city would like to allow the sale of cannabis. There are changes that need to be enacted in order to address the use of cannabis by those 21 and older. Those changes will be discussed throughout the next month or two in committee meetings. The biggest question is whether the city would like to allow cannabis sales within the municipal limits. If the answer is yes, there are zoning regulations and taxation discussions that need to happen. One item that was mentioned regarding the legalization of cannabis is that the state will be able to have more control over the quality of the products being sold. The state is focusing on microbiological content as well as requiring the products to pass a pesticide test. It was mentioned that Illinois is the leader in making sure that the products that manufacturers are putting a label on are exactly what manufacturers say the product is and that these products do not contain anything that could negatively impact anyone outside of the effects of the drug itself. It is important to note that the state is setting a high standard that will make it difficult for someone to quickly jump into cannabis sales. When it comes to the taxes that will be generated from the sale of cannabis, City Attorney Orr explained that taxation occurs at different levels. All of the tax collected by the state of Illinois is put into one pot with a percentage that goes to the state off the top as well as approximately 8% that goes into the local government distributive fund (LGDF) after a portion is taken out for the attorney general, the states’ attorney for expungement of records, and one other organization dealing with some aspect of cannabis. It was mentioned that the more lucrative form of tax revenues comes if the decision is made to impose a The Minutes of the Regular Meeting of the City Council – August 27, 2019 – Page 3 of 6 local sales tax on the sale of cannabis. City Attorney Orr said that the tax rate that the city is permitted to impose on local sales is 3% plus the local sales tax which would result in the ability to tax at a rate of 5%. It was mentioned that the state will have control over the license process for those businesses that would like to distribute and sell cannabis. Administrator Olson stated that while the city would not have any authority over licensing, it would have control over zoning regulations. City Attorney Orr said that the city can limit numbers as well as limit the location between dispensaries. The city also would have control over the time and manner that sales can take place. The state currently allows 55 licensed medical cannabis facilities. As of January 1st, the state will release an additional 75 licenses and within a year, another 110 licenses. Attorney Orr mentioned that if the city wishes to permit sales within city limits, then it is suggested to first approve sales within the city and then proceed to enact the zoning regulations, employee manual changes and the enforcement of the restrictions. She explained that these first groups of applicants once they are approved by the state, have a limited time to choose a location for their business. Those municipalities that want these businesses should make the decision to allow sales sooner, rather than later so that they have the opportunity to decide the location, time and manner of the operation of these businesses. There was consensus for this item to return to an upcoming City Council meeting for further discussion. PUBLIC WORKS COMMITTEE REPORT East Alley Parking Lot – Grant of Easement (PW 2018-102) Mayor Purcell entertained a motion to table this item to the September 10th City Council meeting. So moved by Alderman Koch; seconded by Alderman Milschewski. Motion unanimously approved by a viva voce vote. Mill Road Resurfacing – Consent to Bid Award (PW 2019-53) Mayor Purcell entertained a motion to consent to Kendall County awarding the bid for the Mill Road Resurfacing project to Geneva Construction in an amount not to exceed $140,797.50; So moved by Alderman Peterson; seconded by Alderman Funkhouser. Motion approved by a roll call vote. Ayes-8 Nays-0 Frieders-aye, Peterson-aye, Koch-aye, Milschewski-aye, Funkhouser-aye, Tarulis-aye, Transier-aye, Plocher-aye Grande Reserve Unit 2 – Bond Release (PW 2019-54) Mayor Purcell entertained a motion to authorize the release of the maintenance bond for Grande Reserve Unit 2. So moved by Alderman Transier; seconded by Alderman Milschewski. Motion approved by a roll call vote. Ayes-8 Nays-0 Peterson-aye, Koch-aye, Milschewski-aye, Funkhouser-aye, Tarulis-aye, Transier-aye, Plocher-aye, Frieders-aye Grande Reserve Unit 5 – Bond Release (PW 2019-55) Mayor Purcell entertained a motion to authorize the release of the maintenance bond for Grande Reserve Unit 5. So moved by Alderman Transier; seconded by Alderman Milschewski. Motion approved by a roll call vote. Ayes-8 Nays-0 Koch-aye, Milschewski-aye, Funkhouser-aye, Tarulis-aye, Transier-aye, Plocher-aye, Frieders-aye, Peterson-aye Casey’s – Letter of Credit Release (PW 2019-56) Mayor Purcell entertained a motion to authorize the release of the subdivision bond for Casey’s with Merchants Bonding Company. So moved by Alderman Milschewski; seconded by Alderman Tarulis. Motion approved by a roll call vote. Ayes-8 Nays-0 Milschewski-aye, Funkhouser-aye, Tarulis-aye, Transier-aye, Plocher-aye, Frieders-aye, Peterson-aye, Koch-aye The Minutes of the Regular Meeting of the City Council – August 27, 2019 – Page 4 of 6 Well #4 Autotransformer Purchase (PW 2019-57) Mayor Purcell entertained a motion to approve a sole-source purchase of a solid-state autotransformer with Eaton Corporation, Glendale Heights, IL, in the amount not to exceed $48,750.00. So moved by Alderman Tarulis; seconded by Alderman Plocher. Motion approved by a roll call vote. Ayes-8 Nays-0 Funkhouser-aye, Tarulis-aye, Transier-aye, Plocher-aye, Frieders-aye, Peterson-aye, Koch-aye, Milschewski-aye Materials Storage Shed (PW 2019-59) Resolution 2019-23 Authorizing the Execution of a Contract with Lite Construction, Montgomery, IL, for the Construction of the Public Works Materials Storage Shed in the amount not to exceed $249,700 Ordinance 2019-43 Authorizing the Fourth 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 Resolution Authorizing the Execution of a Contract with Lite Construction, Montgomery, IL, for the Construction of the Public Works Materials Storage Shed in an amount not to exceed $249,700.00 and to approve an Ordinance Authorizing the Fourth 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 Peterson; seconded by Alderman Koch. Motion approved by a roll call vote. Ayes-8 Nays-0 Tarulis-aye, Transier-aye, Plocher-aye, Frieders-aye, Peterson-aye, Koch-aye, Milschewski-aye, Funkhouser-aye Mill Road Land Acquisition – Plats of Dedication (PW 2019-60) Mayor Purcell entertained a motion to accept the Plats of Dedication upon receipt of the final executed documents and authorize the Mayor and City Clerk to execute. So moved by Alderman Plocher; seconded by Alderman Milschewski. Motion approved by a roll call vote. Ayes-8 Nays-0 Transier-aye, Plocher-aye, Frieders-aye, Peterson-aye, Koch-aye, Milschewski-aye, Funkhouser-aye, Tarulis-aye ECONOMIC DEVELOPMENT COMMITTEE REPORT No report. PUBLIC SAFETY COMMITTEE REPORT No report. ADMINISTRATION COMMITTEE REPORT Ordinance 2019-44 Amending the Regulations for Solicitors, Hawkers, and Itinerant Merchants (ADM 2019-34) Mayor Purcell entertained a motion to approve an Ordinance Amending the Regulations for Solicitors, Hawkers, and Itinerant Merchants and authorize the Mayor and City Clerk to execute and to approve the redesigned ID badge template labeled Option 3b in the packet. So moved by Alderman Frieders; seconded by Alderman Funkhouser. Motion approved by a roll call vote. Ayes-8 Nays-0 Plocher-aye, Frieders-aye, Peterson-aye, Koch-aye, Milschewski-aye, Funkhouser-aye, Tarulis-aye, Transier-aye Monthly Treasurer’s Report for June and July 2019 (ADM 2019-37) Mayor Purcell entertained a motion to approve the Monthly Treasurer’s Reports for June and July 2019. So moved by Alderman Milschewski; seconded by Alderman Koch. Motion unanimously approved by a viva voce vote. The Minutes of the Regular Meeting of the City Council – August 27, 2019 – Page 5 of 6 Ordinance 2019-45 Authorizing the Thirteenth Amendment to the Annual Budget for the Fiscal Year Commencing on May 1, 2018 and Ending on April 30, 2019 (Fox Hill SSA) (ADM 2019-42) Mayor Purcell entertained a motion to approve an Ordinance Authorizing the Thirteenth Amendment to the Annual Budget for the Fiscal Year Commencing on May 1, 2018 and Ending on April 30, 2019 (Fox Hill SSA) and authorize the Mayor and City Clerk to execute. So moved by Alderman Funkhouser; seconded by Alderman Milschewski. Motion approved by a roll call vote. Ayes-8 Nays-0 Peterson-aye, Koch-aye, Milschewski-aye, Funkhouser-aye, Tarulis-aye, Transier-aye, Plocher-aye, Frieders-aye Resolution 2019-24 Approving the Declaration of Trust of the Illinois Trust (Formerly Known as the Illinois Institutional Investors Trust) and Authorizing the Execution Thereof, and Authorizing Certain Officials to Act on Behalf of the United City of Yorkville (ADM 2019-43) Mayor Purcell entertained a motion to approve a Resolution Approving the Declaration of Trust of the Illinois Trust (Formerly Known as the Illinois Institutional Investors Trust) and Authorizing the Execution Thereof, and Authorizing Certain Officials to Act on Behalf of the United City of Yorkville. So moved by Alderman Milschewski; seconded by Alderman Tarulis. Motion unanimously approved by a viva voce vote. Resolution 2019-25 Approving Investment Services with Illinois Public Reserves Investment Management Trust (ADM 2019-44) Mayor Purcell entertained a motion to approve a Resolution Approving Investment Services with Illinois Public Reserves Investment Management Trust. So moved by Alderman Transier; seconded by Alderman Frieders. Motion unanimously approved by a viva voce vote. 2019 City Survey (ADM 2019-46) Mayor Purcell entertained a motion to approve the 2019 City Survey. So moved by Alderman Funkhouser; seconded by Alderman Plocher. Motion unanimously approved by a viva voce vote. Ordinance 2019-46 Amending the Salaries for Appointed Municipal Officers (ADM 2019-48) Mayor Purcell entertained a motion to approve an Ordinance Amending the Salaries of Appointed Municipal Officers. So moved by Alderman Funkhouser; seconded by Alderman Frieders. Motion approved by a roll call vote. Ayes-8 Nays-0 Tarulis-aye, Transier-aye, Plocher-aye, Frieders-aye, Peterson-aye, Koch-aye, Milschewski-aye, Funkhouser-aye PARK BOARD No report. PLANNING AND ZONING COMMISSION No report. CITY COUNCIL REPORT National Suicide Prevention and Action Month Proclamation Project Alderman Frieders reported that the National Suicide Prevention and Action Month Proclamation project currently has 71 communities, 5 counties, and 21 states that have agreed to issue proclamations. He also mentioned that he would be speaking with Jonny Boucher from Hope for the Day at an event that will be held on Thursday, September 5th from 5:30 p.m. – 8:30 p.m. at the Kayhan Haworth showroom located in the Merchandise Mart in Chicago. On Saturday, September 7th, the Conversations Summit 2019 will be The Minutes of the Regular Meeting of the City Council – August 27, 2019 – Page 6 of 6 held at the UIC Forum in Chicago from 9:00 a.m. to 3:00 p.m. This event is free to attend and will include panelists from all over the country discussing issues centered around mental health. Alderman Frieders also mentioned that last week he was appointed Public Policy Director for Hope for the Day. CITY CLERK’S REPORT No report. COMMUNITY & LIAISON REPORT No report. STAFF REPORT No report. ADDITIONAL BUSINESS Brush Pickup Alderman Milschewski asked if brush pickup was complete or if it was still in progress. Public Works Director Dhuse responded that brush pickup was still in progress. CITIZEN COMMENTS None. EXECUTIVE SESSION Mayor Purcell entertained a motion to go into executive session for pending litigation. So moved by Alderman Peterson; seconded by Alderman Milschewski. Motion approved by a roll call vote. Ayes-6 Nays-2 Koch-aye, Milschewski-aye, Funkhouser-aye, Tarulis-aye, Transier-aye, Plocher-nay, Frieders-nay, Peterson-aye The City Council entered executive session at 8:23 p.m. The City Council returned to regular session at 8:45 p.m. ADJOURNMENT Mayor Purcell entertained a motion to adjourn the City Council meeting. So moved by Alderman Koch; seconded by Alderman Milschewski. Motion unanimously approved by a viva voce vote. Meeting adjourned at 8:46 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 10, 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: 08/23/19 UNITED CITY OF YORKVILLE TIME: 10:51:31 CHECK REGISTERPRG ID: AP215000.WOW CHECK DATE: 08/28/19CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530113 DELAGE DLL FINANCIAL SERVICES INC 6420876 08/01/19 01 JULY 2019 COPIER LEASE 01-110-54-00-5485 113.46 02 JULY 2019 COPIER LEASE 01-120-54-00-5485 75.64 03 JULY 2019 COPIER LEASE 01-220-54-00-5485 189.10 04 JULY 2019 COPIER LEASE 01-210-54-00-5485 299.10 05 JULY 2019 COPIER LEASE 01-410-54-00-5485 44.67 06 JULY 2019 COPIER LEASE 51-510-54-00-5485 44.67 07 JULY 2019 COPIER LEASE 52-520-54-00-5485 44.67 08 JULY 2019 COPIER LEASE 79-790-54-00-5485 94.55 09 JULY 2019 COPIER LEASE 79-795-54-00-5485 94.54 INVOICE TOTAL: 1,000.40 * CHECK TOTAL: 1,000.40 530114 EUCLIDBE EUCLID BEVERAGE W-2373926 08/28/19 01 2019 HOMETOWN DAYS ALCOHOL 79-795-56-00-5602 13,251.00 02 ORDER ** COMMENT ** INVOICE TOTAL: 13,251.00 * CHECK TOTAL: 13,251.00 530115 JOHNKING JOHN L. KING 2019 HTD-H&F 08/23/19 01 2019 HOMETOWN DAYS ENTERTAINER 79-795-56-00-5602 500.00 02 HOTEL/FOOD BUYOUT ** COMMENT ** INVOICE TOTAL: 500.00 * CHECK TOTAL: 500.00 TOTAL AMOUNT PAID: 14,751.40Page 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530898 AMORELLA ALJO AMORELLI08081908/08/19 01 UMPIRE79-795-54-00-5462160.00INVOICE TOTAL:160.00 *08151908/15/19 01 UMPIRE79-795-54-00-5462160.00INVOICE TOTAL:160.00 *08221908/22/19 01 UMPIRE79-795-54-00-546280.00INVOICE TOTAL:80.00 *CHECK TOTAL:400.00 530899 AMPERAGE AMPERAGE ELECTRICAL SUPPLY INC0944827-IN08/13/19 01 BOLTS, NUTS, WASHERS52-520-56-00-5613562.08INVOICE TOTAL:562.08 *0944832-IN08/13/19 01 PHOTO CONTROL, LAMPS01-410-56-00-5642348.24INVOICE TOTAL:348.24 *0945383-IN08/14/19 01 LAMPS, BALLAST KITS01-410-56-00-5642180.77INVOICE TOTAL:180.77 *0945977-IN08/15/19 01 SPLICE KITS01-410-56-00-5642161.40INVOICE TOTAL:161.40 *0946061-IN08/15/19 01 CIRCUIT BREAKER, LOAD CENTER 01-410-56-00-564275.10INVOICE TOTAL:75.10 *0946841-IN08/19/19 01 SPLICE KITS01-410-56-00-5642161.40INVOICE TOTAL:161.40 *CHECK TOTAL:1,488.99 530900 ARNESON ARNESON OIL COMPANYPage 2 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530900 ARNESON ARNESON OIL COMPANY25922507/30/19 01 JULY 2019 GASOLINE79-790-56-00-5695715.77INVOICE TOTAL:715.77 *25984107/31/19 01 JULY 2019 GASOLINE79-790-56-00-5695627.02INVOICE TOTAL:627.02 *26088508/19/19 01 AUG 2019 DIESEL FUEL01-410-56-00-5695135.0802 AUG 2019 DIESEL FUEL51-510-56-00-5695135.0803 AUG 2019 DIESEL FUEL52-520-56-00-5695135.07INVOICE TOTAL:405.23 *CHECK TOTAL:1,748.02 530901 ATLAS ATLAS BOBCATBV963808/06/19 01 SWITCH01-410-56-00-562847.64INVOICE TOTAL:47.64 *CHECK TOTAL:47.64 530902 ATTINTER AT&T827955940208/10/19 01 08/10-09/09 ROUTER01-110-54-00-5440471.16INVOICE TOTAL:471.16 *CHECK TOTAL:471.16 530903 B&WCONTR BAXTER & WOODMAN020801008/15/19 01 JULY 2019 WATER SYSTEMS51-510-54-00-54625,612.3002 INTERIM OPERATIONS ASSISTANCE ** COMMENT **INVOICE TOTAL:5,612.30 *CHECK TOTAL:5,612.30Page 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530904 BATTERYS BATTERY SERVICE CORPORATION005362608/23/19 01 BATTERY01-410-56-00-562899.95INVOICE TOTAL:99.95 *CHECK TOTAL:99.95 530905 BEYERD DWAYNE F BEYER08081908/08/19 01 UMPIRE79-795-54-00-5462160.00INVOICE TOTAL:160.00 *08151908/15/19 01 UMPIRE79-795-54-00-5462160.00INVOICE TOTAL:160.00 *08221908/22/19 01 UMPIRE79-795-54-00-546280.00INVOICE TOTAL:80.00 *CHECK TOTAL:400.00 530906 BOHYERR REBEKAH BOHYERAUG 12-AUG 2508/27/19 01 UMPIRE79-795-54-00-546270.00INVOICE TOTAL:70.00 *CHECK TOTAL:70.00 530907 BOULEA ANTHONY BOULEAUG 12-AUG 2508/27/19 01 UMPIRE79-795-54-00-5462115.00INVOICE TOTAL:115.00 *CHECK TOTAL:115.00D001343 BROWND DAVID BROWN09011909/01/19 01 AUG 2019 MOBILE EMAIL51-510-54-00-544045.00Page 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 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D001343 BROWND DAVID BROWN09011909/01/19 02 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 530908 BULLINGJ JOSLYN T. BULLINGTONAUG 12-AUG 2508/27/19 01 UMPIRE79-795-54-00-546220.00INVOICE TOTAL:20.00 *CHECK TOTAL:20.00 530909 CAMBRIA CAMBRIA SALES COMPANY INC.4093108/06/19 01 PAPER TOWEL CASES52-520-56-00-562062.34INVOICE TOTAL:62.34 *CHECK TOTAL:62.34 530910 CARCONST CARROLL CONSTRUCTION SUPPLYAU03411808/14/19 01 12" SONOTUBE52-520-56-00-5613219.46INVOICE TOTAL:219.46 *CHECK TOTAL:219.46 530911 CENTRALL CENTRAL LIMESTONE COMPANY, INC1844308/19/19 01 CRUSHED LIMESTONE51-510-56-00-5620238.36INVOICE TOTAL:238.36 *CHECK TOTAL:238.36 530912 CIVICPLS CIVIC PLUSPage 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 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530912 CIVICPLS CIVIC PLUS19074708/19/19 01 08/2019-10/2019 CRT LITE USER 01-640-54-00-5450103.2402 LICENSE** COMMENT **INVOICE TOTAL:103.24 *CHECK TOTAL:103.24 530913 COMED COMMONWEALTH EDISON1183088101-081908/23/19 01 07/25-08/23 PRAIRIE LIFT52-520-54-00-548096.92INVOICE TOTAL:96.92 *1613010022-071908/13/19 01 07/12-08/12 GALENA & KENNEDY 79-795-54-00-5480342.9002 BALLFIELDS** COMMENT **INVOICE TOTAL:342.90 *1718099052-081908/23/19 01 07/25-08/23 872 PRAIRIE CROSS 52-520-54-00-548034.78INVOICE TOTAL:34.78 *1977008102-071908/12/19 01 07/12-08/12 GALENA RD PARK 79-795-54-00-548063.06INVOICE TOTAL:63.06 *2668047007-081908/23/19 01 07/25-08/23 1908 RAINTREE 51-510-54-00-5480341.76INVOICE TOTAL:341.76 *6963019021-071908/13/19 01 07/12-08/12 RT47 & ROSENWINKLE 23-216-54-00-548225.47INVOICE TOTAL:25.47 *8344010026-071908/20/19 01 06/27-07/29 MISC STREET LIGHTS 23-216-54-00-5482173.79INVOICE TOTAL:173.79 *CHECK TOTAL:1,078.68 530914 COMMTIRE COMMERCIAL TIRE SERVICE333002312408/07/19 01 12 NEW TIRES01-210-54-00-54951,495.32INVOICE TOTAL:1,495.32 *CHECK TOTAL:1,495.32Page 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 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530915 CONSTELL CONSTELLATION NEW ENERGY1556757410108/21/19 01 07/22-08/20 421 POPLAR DR 23-216-54-00-54823,547.96INVOICE TOTAL:3,547.96 *CHECK TOTAL:3,547.96 530916 COREMAIN CORE & MAIN LPK84295008/07/19 01 100CF METERS, METER FLG SETS 51-510-56-00-56642,692.58INVOICE TOTAL:2,692.58 *K99341808/07/19 01 100 CF METER51-510-56-00-56641,472.84INVOICE TOTAL:1,472.84 *CHECK TOTAL:4,165.42 530917 COXLAND COX LANDSCAPING LLC19016208/05/19 01 JULY 2019 LAWN MOWING12-112-54-00-5495570.00INVOICE TOTAL:570.00 *19017808/05/19 01 JULY 2019 LAWN MOWING11-111-54-00-5495603.06INVOICE TOTAL:603.06 *CHECK TOTAL:1,173.06 530918 DEKANE DEKANE EQUIPMENT CORP.IA6567507/15/19 01 RETAINER01-410-56-00-56282.72INVOICE TOTAL:2.72 *CHECK TOTAL:2.72 530919 DELAGE DLL FINANCIAL SERVICES INC6421029107/06/19 01 AUG 2019 COPIER MAINTENANCE 01-110-54-00-5485112.33Page 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530919 DELAGE DLL FINANCIAL SERVICES INC6421029107/06/19 02 AUG 2019 COPIER MAINTENANCE 01-120-54-00-548537.4403 AUG 2019 COPIER MAINTENANCE 01-210-54-00-5485112.3304 AUG 2019 COPIER MAINTENANCE 51-510-54-00-548550.1805 AUG 2019 COPIER MAINTENANCE 52-520-54-00-548512.3606 AUG 2019 COPIER MAINTENANCE 01-410-54-00-548512.36INVOICE TOTAL:337.00 *6456955908/10/19 01 AUG 2019 COPIER LEASE01-110-54-00-5485113.4602 AUG 2019 COPIER LEASE01-120-54-00-548575.6403 AUG 2019 COPIER LEASE01-220-54-00-5485189.1004 AUG 2019 COPIER LEASE01-210-54-00-5485299.1005 AUG 2019 COPIER LEASE01-410-54-00-548544.6706 AUG 2019 COPIER LEASE51-510-54-00-548544.6707 AUG 2019 COPIER LEASE52-520-54-00-548544.6608 AUG 2019 COPIER LEASE79-790-54-00-548594.5509 AUG 2019 COPIER LEASE79-795-54-00-548594.55INVOICE TOTAL:1,000.40 *6457450008/10/19 01 SEPT 2019 COPIER MAINTENANCE 01-110-54-00-5485112.3302 SEPT 2019 COPIER MAINTENANCE 01-120-54-00-548537.4403 SEPT 2019 COPIER MAINTENANCE 01-210-54-00-5485112.3304 SEPT 2019 COPIER MAINTENANCE 51-510-54-00-548550.1805 SEPT 2019 COPIER MAINTENANCE 52-520-54-00-548512.3606 SEPT 2019 COPIER MAINTENANCE 01-410-54-00-548512.36INVOICE TOTAL:337.00 *6482249208/24/19 01 SEPT 2019 COPIER LEASE01-110-54-00-5485113.4602 SEPT 2019 COPIER LEASE01-120-54-00-548575.6403 SEPT 2019 COPIER LEASE01-220-54-00-5485189.1004 SEPT 2019 COPIER LEASE01-210-54-00-5485299.1005 SEPT 2019 COPIER LEASE01-410-54-00-548544.6706 SEPT 2019 COPIER LEASE51-510-54-00-548544.6707 SEPT 2019 COPIER LEASE79-790-54-00-548594.5508 SEPT 2019 COPIER LEASE79-795-54-00-548594.55Page 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 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530919 DELAGE DLL FINANCIAL SERVICES INC6482249208/24/19 09 SEPT 2019 COPIER LEASE52-520-54-00-548544.66INVOICE TOTAL:1,000.40 *CHECK TOTAL:2,674.80D001344 DHUSEE DHUSE, ERIC09011909/01/19 01 AUG 2019 MOBILE EMAIL51-510-54-00-544015.0002 REIMBURSEMENT** COMMENT **03 AUG 2019 MOBILE EMAIL52-520-54-00-544015.0004 REIMBURSEMENT** COMMENT **05 AUG 2019 MOBILE EMAIL01-410-54-00-544015.0006 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 530920 DJIDICK KAYLA DJIDIC000408/09/19 01 ZUMBA CLASS INSTRUCTION79-795-54-00-5462112.00INVOICE TOTAL:112.00 *000508/23/19 01 ZUMBA CLASS INSTRUCTION79-795-54-00-5462185.50INVOICE TOTAL:185.50 *CHECK TOTAL:297.50D001345 DLKDLK, LLC19108/30/19 01 AUG 2019 ECONOMIC DEVELOPMENT 01-640-54-00-54869,425.0002 HOURS** COMMENT **INVOICE TOTAL:9,425.00 *DIRECT DEPOSIT TOTAL:9,425.00Page 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 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530921 DRHORTON DR HORTON CAMBRIDGE HOMESPERMIT 2018-0332 08/28/19 01 UNBUILDABLE LOT PERMIT REFUND 01-000-42-00-4210902.4002 UNBUILDABLE LOT PERMIT REFUND 01-000-42-00-4210650.0003 UNBUILDABLE LOT PERMIT REFUND 23-000-42-00-42222,000.0004 UNBUILDABLE LOT PERMIT REFUND 25-000-42-00-4215300.0005 UNBUILDABLE LOT PERMIT REFUND 25-000-42-00-4218100.0006 UNBUILDABLE LOT PERMIT REFUND 25-000-42-00-4219700.0007 UNBUILDABLE LOT PERMIT REFUND 25-000-42-00-422050.0008 UNBUILDABLE LOT PERMIT REFUND 42-000-42-00-420825.0009 UNBUILDABLE LOT PERMIT REFUND 51-000-44-00-4430550.0010 UNBUILDABLE LOT PERMIT REFUND 52-000-44-00-4455500.0011 UNBUILDABLE LOT PERMIT REFUND 84-000-42-00-4214500.0012 UNBUILDABLE LOT PERMIT REFUND 95-000-24-00-2452850.00INVOICE TOTAL:7,127.40 *CHECK TOTAL:7,127.40 530922 DYNEGY DYNEGY ENERGY SERVICES26697931908108/19/19 01 07/18-08/14 2702 MILL RD51-510-54-00-54806,900.00INVOICE TOTAL:6,900.00 *CHECK TOTAL:6,900.00 530923 EEIENGINEERING ENTERPRISES, INC.6725908/16/19 01 RT34 IMPROVEMENTS01-640-54-00-546549.25INVOICE TOTAL:49.25 *6726108/16/19 01 UTILITY PERMIT REVIEWS01-640-54-00-54651,429.00INVOICE TOTAL:1,429.00 *6726208/16/19 01 PRESTWICK01-640-54-00-5465168.00INVOICE TOTAL:168.00 *6726308/16/19 01 YORKVILLE CHRISTIAN SCHOOL 90-055-55-00-0111198.00INVOICE TOTAL:198.00 *Page 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530923 EEIENGINEERING ENTERPRISES, INC.6726408/16/19 01 METRONET90-132-00-00-0111344.25INVOICE TOTAL:344.25 *6726508/16/19 01 DOWNTOWN REVITALIZATION01-640-54-00-5465295.50INVOICE TOTAL:295.50 *6726608/16/19 01 2017 ROAD PROGRAM23-230-60-00-602570.50INVOICE TOTAL:70.50 *6726708/16/19 01 GRANDE RESERVE UNIT 201-640-54-00-5465821.75INVOICE TOTAL:821.75 *6726808/16/19 01 GRANDE RESERVE UNIT 501-640-54-00-5465194.25INVOICE TOTAL:194.25 *6726908/16/19 01 BLACKBERRY WOODS PHASE B01-640-54-00-54651,170.50INVOICE TOTAL:1,170.50 *6727008/16/19 01 CEDARHURST LIVING SITE90-101-00-00-0111581.0002 IMPROVEMENTS** COMMENT **INVOICE TOTAL:581.00 *6727108/16/19 01 CASEY'S SITE IMPROVEMENTS 90-105-00-00-0111391.75INVOICE TOTAL:391.75 *6727208/16/19 01 SUB-REGIONAL WATER51-510-54-00-54651,872.0002 COORDINATION** COMMENT **INVOICE TOTAL:1,872.00 *6727308/16/19 01 WHISPERING MEADOWS UNITS 1,2 23-230-60-00-6034335.2502 & 4 COMPLETION OF IMPROVEMENTS ** COMMENT **03 WHISPERING MEADOWS UNITS 1,2 51-510-60-00-603414.9004 & 4 COMPLETION OF IMPROVEMENTS ** COMMENT **05 WHISPERING MEADOWS UNITS 1,2 52-520-60-00-603422.35Page 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 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530923 EEIENGINEERING ENTERPRISES, INC.6727308/16/19 06 & 4 COMPLETION OF IMPROVEMENTS ** COMMENT **INVOICE TOTAL:372.50 *CHECK TOTAL:7,958.25 530924 EEIENGINEERING ENTERPRISES, INC.6727408/16/19 01 MILL ROAD RECONSTRUCTION23-230-60-00-6012198.50INVOICE TOTAL:198.50 *CHECK TOTAL:198.50 530925 EEIENGINEERING ENTERPRISES, INC.6727508/16/19 01 GRANDE RESERVE UNIT 2301-640-54-00-54651,227.75INVOICE TOTAL:1,227.75 *6727608/16/19 01 HOLIDAY INN EXPRESS & SUITES 90-108-00-00-0111150.00INVOICE TOTAL:150.00 *6727708/16/19 01 TIMBER GLENN SUBDIVISION90-114-00-00-01113,162.00INVOICE TOTAL:3,162.00 *6727808/16/19 01 2018 ROAD PROGRAM23-230-60-00-6025165.00INVOICE TOTAL:165.00 *CHECK TOTAL:4,704.75 530926 EEIENGINEERING ENTERPRISES, INC.6727908/16/19 01 EAST ORANGE STREET WATER MAIN 51-510-60-00-60257,831.4902 REPLACEMENT** COMMENT **INVOICE TOTAL:7,831.49 *CHECK TOTAL:7,831.49Page 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 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530927 EEIENGINEERING ENTERPRISES, INC.6728008/16/19 01 WELL #3 WATER MAIN RE-PIPING 51-510-60-00-6022170.50INVOICE TOTAL:170.50 *6728108/16/19 01 RESTORE CHURCH90-121-00-00-0111481.50INVOICE TOTAL:481.50 *6728208/16/19 01 PART OF LOT 4,KENDALL CROSSING 90-129-00-00-0111123.50INVOICE TOTAL:123.50 *6728308/16/19 01 2019 ROAD PROGRAM23-230-60-00-60259,622.50INVOICE TOTAL:9,622.50 *6728408/16/19 01 GRANDE RESERVE UNIT 23 - ENG 01-640-54-00-54651,100.0002 INSPECTIONS** COMMENT **INVOICE TOTAL:1,100.00 *6728508/16/19 01 GRANDE RESERVE UNIT 8 - ENG 01-640-54-00-54651,800.0002 INSPECTIONS** COMMENT **INVOICE TOTAL:1,800.00 *6728608/16/19 01 CALEDONIA PHASE 1 - ENG01-640-54-00-5465800.0002 INSPECTIONS** COMMENT **INVOICE TOTAL:800.00 *6728708/16/19 01 HEARTLAND MEADOWS - ENG01-640-54-00-5465100.0002 INSPECTIONS** COMMENT **INVOICE TOTAL:100.00 *6728808/16/19 01 WINDETT RIDGE UNIT 1 - ENG 01-640-54-00-5465200.0002 INSPECTIONS** COMMENT **INVOICE TOTAL:200.00 *6728908/16/19 01 HEARTLAND CIRCLE UNIT 1 - ENG 01-640-54-00-5465100.0002 INSPECTIONS** COMMENT **INVOICE TOTAL:100.00 *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 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530927 EEIENGINEERING ENTERPRISES, INC.6729008/16/19 01 BLACKBERRY WOODS PHASE B - 01-640-54-00-5465500.0002 ENG INSPECTIONS** COMMENT **INVOICE TOTAL:500.00 *6729108/16/19 01 KENDALL MARKETPLACE - ENG 01-640-54-00-5465200.0002 INSPECTIONS** COMMENT **INVOICE TOTAL:200.00 *6729208/16/19 01 GRANDE RESERVE UNIT 1 - ENG 01-640-54-00-5465500.0002 INSPECTIONS** COMMENT **INVOICE TOTAL:500.00 *6729308/16/19 01 PRESTWICK - ENG INSPECTIONS 01-640-54-00-5465400.00INVOICE TOTAL:400.00 *6729408/16/19 01 CITY OF YORKLVILLE - GENERAL 01-640-54-00-54652,932.00INVOICE TOTAL:2,932.00 *6729508/16/19 01 MUNICIPAL ENGINEERING SERVICES 01-640-54-00-54651,900.00INVOICE TOTAL:1,900.00 *6729608/16/19 01 CHURCH STREET SANITARY SEWER 52-520-60-00-60251,091.5002 IMPROVEMENTS** COMMENT **INVOICE TOTAL:1,091.50 *6729708/16/19 01 2019 MISC GIS01-640-54-00-5465675.00INVOICE TOTAL:675.00 *6729808/16/19 01 ORA-CLE PERMITTING - WATER 51-510-54-00-54654,387.0002 TREATMENT PLANTS** COMMENT **INVOICE TOTAL:4,387.00 *CHECK TOTAL:27,083.50 530928 EEIENGINEERING ENTERPRISES, INC.Page 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 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530928 EEIENGINEERING ENTERPRISES, INC.6729908/16/19 01 WELL #7 WTP STANDBY GENERATOR 51-510-60-00-6060615.50INVOICE TOTAL:615.50 *CHECK TOTAL:615.50 530929 EEIENGINEERING ENTERPRISES, INC.6730008/16/19 01 ELIZABETH STREET WATER MAIN 51-510-60-00-60253,555.0002 IMPROVEMENTS** COMMENT **INVOICE TOTAL:3,555.00 *6730108/16/19 01 RT47 & MAIN STREET01-640-54-00-5465495.25INVOICE TOTAL:495.25 *6730208/16/19 01 GAS-N-WASH90-144-00-00-01113,070.50INVOICE TOTAL:3,070.50 *6730308/16/19 01 FY 2021 BUDGET01-640-54-00-54652,740.00INVOICE TOTAL:2,740.00 *6730408/16/19 01 PROJECT APOGEE01-640-54-00-54654,200.50INVOICE TOTAL:4,200.50 *6730508/16/19 01 GRANDE RESERVE UNITS 26 & 27 90-147-00-00-0111208.00INVOICE TOTAL:208.00 *6730608/16/19 01 GRANDE RESERVE UNIT 2 - ENG 01-640-54-00-5465200.0002 INSPECTIONS** COMMENT **INVOICE TOTAL:200.00 *6730708/16/19 01 MENARDS INC-PLAT OF90-146-00-00-0111384.5002 RESUBDIVISION** COMMENT **INVOICE TOTAL:384.50 *6730808/16/19 01 132 COMMERCIAL DR-MORTON BLDGS 90-104-00-00-01111,462.50INVOICE TOTAL:1,462.50 *CHECK TOTAL:16,316.25Page 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530930 ELENBAAJ JOHN ELENBAAS08241908/24/19 01 UMPIRE79-795-54-00-546235.00INVOICE TOTAL:35.00 *CHECK TOTAL:35.00 530931 ENVPROD ENVIONMENTAL PRODUCTS & ACCESS24151308/27/19 01 VACTOR HOSE FLANGE ASSEMBLY, 52-520-56-00-5620196.5602 FLANGE CLAMPS, SPIRAL CLAMPS ** COMMENT **INVOICE TOTAL:196.56 *CHECK TOTAL:196.56D001346 EVANST TIM EVANS09011909/01/19 01 AUG 2019 MOBILE EMAIL79-790-54-00-544022.5002 REIMBURSEMENT** COMMENT **03 AUG 2019 MOBILE EMAIL79-795-54-00-544022.5004 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 530932 FIRST FIRST PLACE RENTAL306760-108/16/19 01 8" WALK SCARIFIER01-410-54-00-5485779.03INVOICE TOTAL:779.03 *CHECK TOTAL:779.03 530933 FORDG GARY R FORD JRAUG 12-AUG 2508/27/19 01 UMPIRE79-795-54-00-546255.00INVOICE TOTAL:55.00 *CHECK TOTAL:55.00Page 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 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D001347 FREDRICR ROB FREDRICKSON09011909/01/19 01 AUG 2019 MOBILE EMAIL01-120-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 530934 FVPDFOX VALLEY PARK DISTRICT97708/27/19 01 FLAG FOOTBALL LEAGUE FEES 79-795-56-00-5606700.00INVOICE TOTAL:700.00 *CHECK TOTAL:700.00D001348 GALAUNEJ JAKE GALAUNER09011909/01/19 01 AUG 2019 MOBILE EMAIL79-795-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 530935 GARDKOCH GARDINER KOCH & WEISBERGH-2364C-14265908/02/19 01 KIMBALL HILL I MATTER01-640-54-00-546110.70INVOICE TOTAL:10.70 *H-3181C-14265708/02/19 01 GENERAL MATTERS01-640-54-00-546122.00INVOICE TOTAL:22.00 *H-3586C-14268308/05/19 01 NICHOLSON MATTER01-640-54-00-54611,795.00INVOICE TOTAL:1,795.00 *H-3995C-14266108/02/19 01 YMCA MATTER01-640-54-00-54612,047.00INVOICE TOTAL:2,047.00 *Page 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530935 GARDKOCH GARDINER KOCH & WEISBERGH-4412C-14265808/02/19 01 GREEN ORGANICS MATTER01-640-54-00-54611,727.60INVOICE TOTAL:1,727.60 *H-4650C-14265608/02/19 01 CASCADE VS YORKVILLE MATTER 01-640-54-00-546166.00INVOICE TOTAL:66.00 *CHECK TOTAL:5,668.30 530936 GIANTER RICARDO GANTE08241908/24/19 01 UMPIRE79-795-54-00-546270.00INVOICE TOTAL:70.00 *CHECK TOTAL:70.00 530937 GLATFELT GLATFELTER UNDERWRITING SRVS.102864116-912/05/18 01 LIABILITY INS INSTALLMENT #9 01-640-52-00-52319,902.2902 LIABILITY INS INSTALLMENT #9-P 01-640-52-00-52311,941.0103 LIABILITY INS INSTALLMENT #9 51-510-52-00-52311,096.5104 LIABILITY INS INSTALLMENT #9 52-520-52-00-5231531.4405 LIABILITY INS INSTALLMENT #9 82-820-52-00-5231918.75INVOICE TOTAL:14,390.00 *CHECK TOTAL:14,390.00 530938 GOLINSKA ANDREW GOLINSKIAUG 12-AUG 2508/27/19 01 UMPIRE79-795-54-00-5462105.00INVOICE TOTAL:105.00 *CHECK TOTAL:105.00 530939 GOLINSKS SAM GOLINSKIPage 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530939 GOLINSKS SAM GOLINSKIAUG 12-AUG 2508/27/19 01 UMPIRE79-795-54-00-5462110.00INVOICE TOTAL:110.00 *CHECK TOTAL:110.00 530940 GROUND GROUND EFFECTS INC.418206-00008/16/19 01 DIRT51-510-56-00-562054.52INVOICE TOTAL:54.52 *CHECK TOTAL:54.52 530941 GSLSPORT BIG DAWG ATHLETICS LLC2508/14/19 01 2019 MENS FALL SOFTBALL79-795-54-00-5462220.0002 SANCTION FEE** COMMENT **INVOICE TOTAL:220.00 *CHECK TOTAL:220.00D001349 HARMANR RHIANNON HARMON09011909/01/19 01 AUG 2019 MOBILE EMAIL79-795-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00D001350 HARTRICH HART, RICHARD09011909/01/19 01 AUG 1 -AUG 13 MOBILE EMAIL 01-210-54-00-544018.8502 REIMBURSEMENT** COMMENT **INVOICE TOTAL:18.85 *DIRECT DEPOSIT TOTAL:18.85Page 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 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530942 HAWKINS HAWKINS INC455647108/08/19 01 CHEMICALS51-510-56-00-56381,025.16INVOICE TOTAL:1,025.16 *CHECK TOTAL:1,025.16D001351 HENNED DURK HENNE09011909/01/19 01 AUG 2019 MOBILE EMAIL01-410-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00D001352 HERNANDA ADAM HERNANDEZ09011909/01/19 01 AUG 2019 MOBILE EMAIL79-790-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 530943 HERNANDN NOAH HERNANDEZ09011909/01/19 01 AUG 2019 MOBILE EMAIL79-790-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *CHECK TOTAL:45.00 530944 HETTINGA ANDREW HETTINGERAUG 12-AUG 2508/27/19 01 UMPIRE79-795-54-00-5462110.00INVOICE TOTAL:110.00 *CHECK TOTAL:110.00Page 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D001353 HORNERR RYAN HORNER09011909/01/19 01 AUG 2019 MOBILE EMAIL79-790-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 530945 HOTWANGJ JAREK DANIEL HOTWANGERAUG 12-AUG 2508/27/19 01 UMPIRE79-795-54-00-5462110.00INVOICE TOTAL:110.00 *CHECK TOTAL:110.00D001354 HOULEA ANTHONY HOULE09011909/01/19 01 AUG 2019 MOBILE EMAIL79-790-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 530946 ILPD4811 ILLINOIS STATE POLICE07311907/31/19 01 BACKGROUND CHECKS79-795-54-00-5462847.5002 BACKGROUND CHECK01-110-54-00-546228.25INVOICE TOTAL:875.75 *CHECK TOTAL:875.75 530947 ILTREASU STATE OF ILLINOIS TREASURER8409/01/19 01 RT47 EXPANSION PYMT #8415-155-60-00-60796,148.8902 RT47 EXPANSION PYMT #8451-510-60-00-60793,780.9803 RT47 EXPANSION PYMT #8452-520-60-00-60791,873.48Page 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530947 ILTREASU STATE OF ILLINOIS TREASURER8409/01/19 04 RT47 EXPANSION PYMT #8488-880-60-00-6079624.01INVOICE TOTAL:12,427.36 *CHECK TOTAL:12,427.36 530948 IMPACT IMPACT NETWORKING, LLC152273308/13/19 01 COPY PAPER79-795-56-00-5610300.00INVOICE TOTAL:300.00 *CHECK TOTAL:300.00 530949 IMPACT IMPACT NETWORKING, LLC153153308/23/19 01 7/29-8/28 COPY CHARGES01-110-54-00-5430118.8602 7/29-8/28 COPY CHARGES01-120-54-00-543039.6203 7/29-8/28 COPY CHARGES01-220-54-00-5430102.3404 7/29-8/28 COPY CHARGES01-210-54-00-543067.8705 7/29-8/28 COPY CHARGES79-790-54-00-546291.7106 7/29-8/28 COPY CHARGES79-795-54-00-546291.7107 7/29-8/28 COPY CHARGES51-510-54-00-54301.4808 7/29-8/28 COPY CHARGES01-410-54-00-54621.4709 7/29-8/28 COPY CHARGES52-520-54-00-54621.46INVOICE TOTAL:516.52 *CHECK TOTAL:516.52 530950 INNOVATI INNOVATIVE UNDERGROUND, LLC133608/22/19 01 ORANGE & MILL ST MANHOLE REHAB 52-520-54-00-54954,000.00INVOICE TOTAL:4,000.00 *CHECK TOTAL:4,000.00 530951 IPRFILLINOIS PUBLIC RISK FUNDPage 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530951 IPRFILLINOIS PUBLIC RISK FUND5283508/14/19 01 OCT 2019 WORKER COMP INS01-640-52-00-52319,816.9602 OCT 2019 WORKER COMP INS-PR 01-640-52-00-52311,924.2803 OCT 2019 WORKER COMP INS51-510-52-00-52311,087.0604 OCT 2019 WORKER COMP INS52-520-52-00-5231526.8605 OCT 2019 WORKER COMP INS82-820-52-00-5231910.84INVOICE TOTAL:14,266.00 *CHECK TOTAL:14,266.00 530952 ITRON ITRON52917908/12/19 01 SEPT 2019 HOSTING FEES51-510-54-00-5462600.37INVOICE TOTAL:600.37 *CHECK TOTAL:600.37 530953 JUSTSAFE JUST SAFETY, LTD3316708/16/19 01 FIRST AID SUPPLIES52-520-56-00-562068.50INVOICE TOTAL:68.50 *CHECK TOTAL:68.50 530954 KENDCROS KENDALL CROSSING, LLCAMU REBATE 07/19 08/16/19 01 NCG JUL 2019 AMUSEMENT TAX 01-640-54-00-54394,895.3402 REBATE** COMMENT **INVOICE TOTAL:4,895.34 *CHECK TOTAL:4,895.34 530955 KENPRINT ANNETTE M. POWELL19-081508/15/19 01 500 BUSINESS CARDS-JOHNSON 01-210-54-00-543068.00INVOICE TOTAL:68.00 *Page 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530955 KENPRINT ANNETTE M. POWELL19-082208/22/19 01 500 BUSINESS CARDS-JENSEN 01-210-54-00-543068.00INVOICE TOTAL:68.00 *CHECK TOTAL:136.00D001355 KLEEFISG GLENN KLEEFISCH09011909/01/19 01 AUG 2019 MOBILE EMAIL79-790-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 530956 KWIATKOJ JOESEPH KWIATKOWSKI08251908/25/19 01 UMPIRE79-795-54-00-546270.00INVOICE TOTAL:70.00 *CHECK TOTAL:70.00 530957 LANEMUCH LANER, MUCHIN, DOMBROW, BECKER56825808/01/19 01 2019 GENERAL COUNSELING01-640-54-00-5463360.00INVOICE TOTAL:360.00 *CHECK TOTAL:360.00 530958 LAUTAMEN LAUTERBACH & AMEN, LLP3908208/23/19 01 4/30/19 AUDIT PROGRESS BILLING 01-120-54-00-541428,600.00INVOICE TOTAL:28,600.00 *CHECK TOTAL:28,600.00 530959 LAWSON LAWSON PRODUCTSPage 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 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530959 LAWSON LAWSON PRODUCTS930695331908/19/19 01 LOCK NUTS, CAP SCREWS01-410-56-00-562051.0302 LOCK NUTS, CAP SCREWS51-510-56-00-562051.0303 LOCK NUTS, CAP SCREWS52-520-56-00-562051.03INVOICE TOTAL:153.09 *CHECK TOTAL:153.09 530960 LINCOLNF LINCOLN FINANCIAL GROUP393864527908/20/19 01 SEPT 2019 LIFE INS01-110-52-00-5222116.9802 SEPT 2019 LIFE INS-EO01-110-52-00-52226.8303 SEPT 2019 LIFE INS01-120-52-00-522220.4904 SEPT 2019 LIFE INS01-210-52-00-5222470.3405 SEPT 2019 LIFE INS01-220-52-00-522237.2006 SEPT 2019 LIFE INS01-410-52-00-5222145.4107 SEPT 2019 LIFE INS79-790-52-00-522248.3708 SEPT 2019 LIFE INS79-795-52-00-522262.9009 SEPT 2019 LIFE INS51-510-52-00-522257.3510 SEPT 2019 LIFE INS52-520-52-00-522283.1311 SEPT 2019 LIFE INS82-820-52-00-522230.83INVOICE TOTAL:1,079.83 *CHECK TOTAL:1,079.83 530961 LIPSCOJA JACOB LIPSCOMBAU 12-AUG 2508/27/19 01 UMPIRE79-795-54-00-5462110.00INVOICE TOTAL:110.00 *CHECK TOTAL:110.00 530962 MCCUE MC CUE BUILDERS, INC.991 BLACKBERRY08/20/19 01 SECURITY GUARANTEE REFUND 01-000-24-00-24151,000.00INVOICE TOTAL:1,000.00 *CHECK TOTAL:1,000.00Page 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530963 MCCURDYD DAVID TYLER MCCURDYAUG 12-AUG 2508/27/19 01 UMPIRE79-795-54-00-546235.00INVOICE TOTAL:35.00 *CHECK TOTAL:35.00 530964 MCCURDYK KYLE DEAN MCCURDYAUG 12-AUG 2508/27/19 01 UMPIRE79-795-54-00-546290.00INVOICE TOTAL:90.00 *CHECK TOTAL:90.00 530965 MEADOWBR MEADOWBROOK BUILDERS LLC1036 N CARLY08/20/19 01 SECURITY GUARANTEE REFUND 01-000-24-00-24157,500.00INVOICE TOTAL:7,500.00 *946 N CARLY08/20/19 01 SECURITY GUARANTEE REFUND 01-000-24-00-24155,000.00INVOICE TOTAL:5,000.00 *971 S CARLY08/20/19 01 SECURITY GUARANTEE REFUND 01-000-24-00-24155,000.00INVOICE TOTAL:5,000.00 *CHECK TOTAL:17,500.00 530966 MENLAND MENARDS - YORKVILLE5751608/05/19 01 BOLTS, LOCKNUTS01-410-56-00-56204.16INVOICE TOTAL:4.16 *5762808/06/19 01 STRAINER BAG01-410-56-00-56208.94INVOICE TOTAL:8.94 *5772708/07/19 01 BATTERIES, DIGITAL CLOCK52-520-56-00-561041.21INVOICE TOTAL:41.21 *Page 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530966 MENLAND MENARDS - YORKVILLE5776908/07/19 01 PAINT THINNER01-410-56-00-562015.76INVOICE TOTAL:15.76 *5786408/08/19 01 BUBBLES, CHALK, BLUETOOTH 79-795-56-00-560613.4102 ADAPTOR** COMMENT **INVOICE TOTAL:13.41 *5794108/09/19 01 GARBAGE BAGS, SOAP52-520-56-00-562021.46INVOICE TOTAL:21.46 *5816408/12/19 01 CABLE TIES, TANK SPRAYER79-790-56-00-562023.48INVOICE TOTAL:23.48 *CHECK TOTAL:128.42 530967 MENLAND MENARDS - YORKVILLE5818708/12/19 01 CONTRACTOR BAGS, TWINE, OIL, 79-790-56-00-5640209.3002 PAINT** COMMENT **INVOICE TOTAL:209.30 *CHECK TOTAL:209.30 530968 MENLAND MENARDS - YORKVILLE5819108/12/19 01 BULBS01-410-56-00-56428.96INVOICE TOTAL:8.96 *5825008/13/19 01 ELECTRIC GREESE, ELECTRICAL 79-790-56-00-562015.4302 TAPE** COMMENT **INVOICE TOTAL:15.43 *5827508/13/19 01 CONDUIT, CONNECTORS, POLE 79-790-56-00-5640119.5802 BREAKERS, WRENCH SET, SOCKET ** COMMENT **Page 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530968 MENLAND MENARDS - YORKVILLE5827508/13/19 03 SET** COMMENT **INVOICE TOTAL:119.58 *5845308/15/19 01 PAINT LIDS01-410-56-00-562015.12INVOICE TOTAL:15.12 *5846508/15/19 01 ENSILAGE FORKS, BOLTS,79-790-56-00-563084.2002 SCREWS, NUTS, WASHERS** COMMENT **INVOICE TOTAL:84.20 *5851208/15/19 01 VEHICLE LIGHTBULBS01-210-54-00-549535.96INVOICE TOTAL:35.96 *5852408/16/19 01 UNDERGROUND CABLE SPLICE KIT, 01-410-56-00-564223.4502 PROPANE CYLINDER** COMMENT **INVOICE TOTAL:23.45 *5853308/16/19 01 AIR FRESHENERS52-520-56-00-56209.47INVOICE TOTAL:9.47 *5855008/16/19 01 SPLICE KIT CABLE01-410-56-00-564214.97INVOICE TOTAL:14.97 *5880008/19/19 01 BATTERIES01-410-56-00-562013.17INVOICE TOTAL:13.17 *5880808/19/19 01 WEDGE ANCHORS52-520-56-00-561314.24INVOICE TOTAL:14.24 *CHECK TOTAL:354.55 530969 MENLAND MENARDS - YORKVILLE5894608/20/19 01 POSTS, 3 RAIL FENCING23-216-56-00-5656649.73INVOICE TOTAL:649.73 *CHECK TOTAL:649.73Page 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530970 MENLAND MENARDS - YORKVILLE5895308/20/19 01 BATTERIES, OIL, WINDSHIELD 51-510-56-00-566544.4802 WIPERS** COMMENT **INVOICE TOTAL:44.48 *5922508/23/19 01 ACETONE, MEASURING WHEEL01-410-56-00-562054.46INVOICE TOTAL:54.46 *CHECK TOTAL:98.94 530971 MIDWSALT MIDWEST SALTP44712208/13/19 01 BULK ROCK SALT51-510-56-00-56382,360.96INVOICE TOTAL:2,360.96 *P44715308/15/19 01 BULK ROCK SALT51-510-56-00-56382,616.81INVOICE TOTAL:2,616.81 *CHECK TOTAL:4,977.77 530972 MODAFFJ JACK MODAFFAUG 12-AUG 2508/27/19 01 UMPIRE79-795-54-00-5462110.00INVOICE TOTAL:110.00 *CHECK TOTAL:110.00 530973 MUNCOLLE MUNICIPAL COLLECTION SERVICES01496907/31/19 01 COMMISSION ON COLLECTIONS 01-210-54-00-5467113.89INVOICE TOTAL:113.89 *01497007/31/19 01 COMMISSION ON COLLECTIONS 01-210-54-00-54678.56INVOICE TOTAL:8.56 *CHECK TOTAL:122.45Page 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 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530974 MWMCG MWM CONSULTING GROUP, INC27086408/28/19 01 PREPARATION OF GASB#7501-120-54-00-54624,000.0002 ACTUARIAL REPORTS AS OF** COMMENT **03 04/30/19** COMMENT **INVOICE TOTAL:4,000.00 *CHECK TOTAL:4,000.00 530975 NARVICK NARVICK BROS. LUMBER CO, INC6255507/23/19 01 3,000 AE FOR 908 GAME FARM RD 79-790-56-00-5640763.00INVOICE TOTAL:763.00 *6261007/25/19 01 3,000 AE FOR 2653 FAIRFAX WAY 79-790-56-00-56201,320.0002 3,000 AE FOR 2653 FAIRFAX WAY ** COMMENT **INVOICE TOTAL:1,320.00 *6296708/16/19 01 4,000 PSI AE FOR ASHLEY RD 52-520-56-00-5613382.00INVOICE TOTAL:382.00 *CHECK TOTAL:2,465.00D001356 NELCONT TYLER NELSON09011909/01/19 01 AUG 2019 MOBILE EMAIL79-795-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 530976 NEMRT NORTH EAST MULTI-REGIONAL25958008/12/19 01 40 HOUR JUVENILE SPECIALIST 01-210-54-00-5412150.0002 PROGRAM MANDATORY REVIEW &** COMMENT **03 TEST-ENK & SWANSON** COMMENT **INVOICE TOTAL:150.00 *Page 30 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530976 NEMRT NORTH EAST MULTI-REGIONAL25994308/20/19 01 08/14-08/16 POLICE URBAN01-210-54-00-5412300.0002 RIFLE/CARBINE TACTICAL** COMMENT **03 SHOOTING SKILLS** COMMENT **04 TRAINING-KUEHLEM** COMMENT **INVOICE TOTAL:300.00 *CHECK TOTAL:450.00 530977 NEOPOST NEOFUNDS BY NEOPOST08271908/27/19 01 POSTAGE METER REFILL01-000-14-00-1410500.00INVOICE TOTAL:500.00 *CHECK TOTAL:500.00 530978 NICOR NICOR GAS16-00-27-3553 4-0719 08/12/19 01 07/12-08/11 1301 CAROLYN CT 01-110-54-00-548036.03INVOICE TOTAL:36.03 *45-12-25-4081 3-0719 08/12/19 01 07/09-08/09 201 W HYDRAULIC 01-110-54-00-548040.40INVOICE TOTAL:40.40 *CHECK TOTAL:76.43 530979 PARADISE PARADISE CAR WASH22394308/08/19 01 CAR WASH79-795-54-00-54955.0002 CAR WASH79-790-54-00-54955.00INVOICE TOTAL:10.00 *CHECK TOTAL:10.00 530980 PEPSI PEPSI-COLA GENERAL BOTTLEPage 31 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530980 PEPSI PEPSI-COLA GENERAL BOTTLE6896036008/26/19 01 2019 HOMETOWN DAYS BEVERAGES 79-795-56-00-5602300.0002 CONCESSION BEVERAGES79-795-56-00-5607291.38INVOICE TOTAL:591.38 *CHECK TOTAL:591.38 530981 PERFCONS PERFORMANCE CONSTRUCTION &083019-PAY#108/30/19 01 ENGINEER'S PAYMENT ESTIMATE 52-520-60-00-602535,111.2502 #1 CHURCH STREET SANITARY** COMMENT **03 SEWER IMPROVEMENTS** COMMENT **INVOICE TOTAL:35,111.25 *CHECK TOTAL:35,111.25 530982 PIPERSON STEVE PIPER & SONS, INC.1352008/07/19 01 RESIDENTIAL TREE WORK01-410-54-00-5458375.00INVOICE TOTAL:375.00 *CHECK TOTAL:375.00 530983 PLANFILL PLANO CLEAN FILL68608/10/19 01 DUMPING FEES FOR REMOVING 01-410-54-00-5462405.0002 SILT FROM CITY OWNED DETENTION ** COMMENT **03 BASIN** COMMENT **INVOICE TOTAL:405.00 *CHECK TOTAL:405.00 530984 PURCELLJ JOHN PURCELL09011909/01/19 01 AUG 2019 MOBILE EMAIL01-110-54-00-544045.00Page 32 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530984 PURCELLJ JOHN PURCELL09011909/01/19 02 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *CHECK TOTAL:45.00 530985 R0000594 BRIAN BETZWISER090119-13009/01/19 01 185 WOLF ST PYMT #13025-215-92-00-80003,675.0502 185 WOLF ST PYMT #13025-215-92-00-80502,618.5703 185 WOLF ST PYMT #13025-225-92-00-8000115.1404 185 WOLF ST PYMT #13025-225-92-00-805082.04INVOICE TOTAL:6,490.80 *CHECK TOTAL:6,490.80 530986 R0001566 KIWANIS CLUB OF TRI-COUNTYSANTA208/17/19 01 2019 HOLIDAY CELEBRATION USE 79-795-56-00-5606737.5002 OF BUILDINGS FEE** COMMENT **INVOICE TOTAL:737.50 *CHECK TOTAL:737.50 530987 R0002276 IVAYLO GRAMATIKOV081919-RFND08/19/19 01 PUBLIC HEARING SIGN FEE REFUND 01-000-42-00-421050.00INVOICE TOTAL:50.00 *CHECK TOTAL:50.00 530988 R0002277 MEHMET OSMANI082319-RFND08/23/19 01 REFUND FOR 2 ALLEY METERS 51-000-44-00-44301,500.0002 RETURNED FOR 102 PARK STREET ** COMMENT **Page 33 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530988 R0002277 MEHMET OSMANI082319-RFND08/23/19 03 UNITS A & B** COMMENT **INVOICE TOTAL:1,500.00 *CHECK TOTAL:1,500.00 530989 R0002278 ROBERT FREEMAN081619-RFND08/16/19 01 REFUND OVERPAYMENT ON FINAL 01-000-13-00-1371182.2202 BILL FOR 1009 INDEPENDENCE** COMMENT **INVOICE TOTAL:182.22 *CHECK TOTAL:182.22 530990 R0002279 GAIL POSTLEWAITE083019-RFND08/30/19 01 REFUND METER MIS-READ FOR 01-000-13-00-1371484.5402 1533 STONEBRIDGE CT** COMMENT **INVOICE TOTAL:484.54 *CHECK TOTAL:484.54D001357 RATOSP PETE RATOS09011909/01/19 01 AUG 2019 MOBILE EMAIL01-220-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00D001358 REDMONST STEVE REDMON09011909/01/19 01 AUG 2019 MOBILE EMAIL79-795-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00Page 34 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530991 RIETZBEN BENJAMIN RIETZ08221908/22/19 01 UMPIRE79-795-54-00-546280.00INVOICE TOTAL:80.00 *CHECK TOTAL:80.00 530992 RIETZR ROBERT L. RIETZ JR.08221908/22/19 01 UMPIRE79-795-54-00-546280.00INVOICE TOTAL:80.00 *CHECK TOTAL:80.00D001359 ROSBOROS SHAY REMUS09011909/01/19 01 AUG 2019 MOBILE EMAIL79-795-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00D001360 SCODROP PETER SCODRO09011909/01/19 01 AUG 2019 MOBILE EMAIL51-510-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00D001361 SENGM SENG, MATT09011909/01/19 01 AUG 2019 MOBILE EMAIL01-410-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00Page 35 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530993 SILAST TY JAMES SILASAUG 12-AUG 2508/27/19 01 UMPIRE79-795-54-00-546295.00INVOICE TOTAL:95.00 *CHECK TOTAL:95.00D001362 SLEEZERJ JOHN SLEEZER09011909/01/19 01 AUG 2019 MOBILE EMAIL01-410-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00D001363 SLEEZERS SCOTT SLEEZER09011909/01/19 01 AUG 2019 MOBILE EMAIL79-790-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00D001364 SMITHD DOUG SMITH09011909/01/19 01 AUG 2019 MOBILE EMAIL79-790-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00D001365 SOELKET TOM SOELKE09011909/01/19 01 AUG 2019 MOBILE EMAIL52-520-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00Page 36 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D001366 STEFFANG GEORGE A STEFFENS09011909/01/19 01 AUG 2019 MOBILE EMAIL52-520-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 530994 STEVENS STEVEN'S SILKSCREENING1614308/15/19 01 PARK & REC STAFF EVENT SHIRTS 79-795-56-00-5602124.00INVOICE TOTAL:124.00 *CHECK TOTAL:124.00 530995 STRIKEZ ZANE STRIKEAUG 12-AUG 2508/27/19 01 UMPIRE79-795-54-00-546290.00INVOICE TOTAL:90.00 *CHECK TOTAL:90.00 530996 TAGGARTN NATHANIEL TAGGARTAUG 12-AUG 2508/27/19 01 UMPIRE79-795-54-00-5462165.00INVOICE TOTAL:165.00 *CHECK TOTAL:165.00 530997 TRAFFIC TRAFFIC CONTROL CORPORATION11499508/15/19 01 SELF MOUNT RADIO COMMUNICATOR 01-410-54-00-54351,249.00INVOICE TOTAL:1,249.00 *CHECK TOTAL:1,249.00 530998 TROTSKY TROTSKY INVESTIGATIVEPage 37 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 530998 TROTSKY TROTSKY INVESTIGATIVEPD 19-0308/22/19 01 APPLICANT POLYGRAPH EXAM01-210-54-00-5411140.00INVOICE TOTAL:140.00 *CHECK TOTAL:140.00 530999 TUTTLEC CHRISTOPHER D. TUTTLEAUG 12-AUG 2508/27/19 01 UMPIRE79-795-54-00-546255.00INVOICE TOTAL:55.00 *CHECK TOTAL:55.00 531000 UPS5361 DDEDC #3, INC08221908/22/19 01 1 PKG TO KFO01-110-54-00-545238.54INVOICE TOTAL:38.54 *CHECK TOTAL:38.54 531001 VAUGHNJ JAEDON VAUGHNAUG 12-AUG 2508/27/19 01 UMPRIE79-795-54-00-546285.00INVOICE TOTAL:85.00 *CHECK TOTAL:85.00D001367 WEBERR ROBERT WEBER09011909/01/19 01 AUG 2019 MOBILE EMAIL01-410-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 531002 WEEKSB WILLIAM WEEKSPage 38 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 531002 WEEKSB WILLIAM WEEKSAUG 12-AUG 2508/27/19 01 UMPIRE79-795-54-00-546255.00INVOICE TOTAL:55.00 *CHECK TOTAL:55.00 531003 WEXWEX BANK6108579708/31/19 01 AUGUST 2019 GASOLINE01-210-56-00-56954,458.6702 AUGUST 2019 GASOLINE01-220-56-00-5695356.3403 AUGUST 2019 GASOLINE51-510-56-00-5695636.2604 AUGUST 2019 GASOLINE52-520-56-00-5695641.0505 AUGUST 2019 GASOLINE01-410-56-00-5695636.25INVOICE TOTAL:6,728.57 *CHECK TOTAL:6,728.57 531004 WIEGELH HERB WIEGEL08081908/08/19 01 UMPIRE79-795-54-00-5462120.00INVOICE TOTAL:120.00 *08151908/15/19 01 UMPIRE79-795-54-00-5462120.00INVOICE TOTAL:120.00 *08221908/22/19 01 UMPIRE79-795-54-00-5462120.00INVOICE TOTAL:120.00 *CHECK TOTAL:360.00 531005 WILLALEX ALEXANDER VINCENZO WILLIAMSAUG 12-AUG 2508/27/19 01 UMPIRE79-795-54-00-546260.00INVOICE TOTAL:60.00 *CHECK TOTAL:60.00Page 39 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: 09/04/19TIME: 10:09:17UNITED CITY OF YORKVILLECHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 09/10/2019CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D001368 WILLRETE ERIN WILLRETT09011909/01/19 01 AUG 2019 MOBILE EMAIL01-110-54-00-544045.0002 REIMBURSEMENT** COMMENT **INVOICE TOTAL:45.00 *DIRECT DEPOSIT TOTAL:45.00 531006 WROBLESR RENEE WROBLESKI93422807/28/19 01 APPLY PATCHES TO GARMENTS 01-210-56-00-5600216.00INVOICE TOTAL:216.00 *CHECK TOTAL:216.00 531007 WTRPRD WATER PRODUCTS, INC.029011208/15/19 01 BAND REPAIR CLAMPS51-510-56-00-5640139.83INVOICE TOTAL:139.83 *CHECK TOTAL:139.83 531008 YOUNGM MARLYS J. YOUNG08061908/25/19 01 08/06/19 EDC MEETING MINUTES 01-110-54-00-5462115.00INVOICE TOTAL:115.00 *CHECK TOTAL:115.00285,026.1110,523.85TOTAL CHECKS PAID:TOTAL DIRECT DEPOSITS PAID: TOTAL AMOUNT PAID:295,549.96Page 40 of 42 REGULAR OVERTIME TOTAL IMRF FICA TOTALSMAYOR & LIQ. COM.908.34$ -$ 908.34$ -$ 69.49$ 977.83$ ALDERMAN3,700.00 - 3,700.00 - 283.05 3,983.05 ADMINISTRATION19,989.32 - 19,989.32 1,811.04 1,466.70 23,267.06 FINANCE11,203.47 - 11,203.47 1,015.04 830.80 13,049.31 POLICE109,337.81 4,818.98 114,156.79 587.02 8,346.27 123,090.08 COMMUNITY DEV.19,050.83 - 19,050.83 1,726.00 1,397.21 22,174.04 STREETS14,313.14 - 14,313.14 1,180.79 1,041.47 16,535.40 WATER14,750.54 705.25 15,455.79 1,400.30 1,125.08 17,981.17 SEWER6,581.10 - 6,581.10 567.25 474.84 7,623.19 PARKS21,944.64 - 21,944.64 1,770.74 1,601.06 25,316.44 RECREATION15,342.08 - 15,342.08 1,223.73 1,134.71 17,700.52 LIBRARY16,684.48 - 16,684.48 946.89 1,241.38 18,872.75 TOTALS253,805.75$ 5,524.23$ 259,329.98$ 12,228.80$ 19,012.06$ 290,570.84$ TOTAL PAYROLL290,570.84$ UNITED CITY OF YORKVILLEPAYROLL SUMMARYAugust 23, 2019Page 41 of 42 ACCOUNTS PAYABLE DATE Manual City Check Register (Page 1)08/28/2019 14,751.40$ City Check Register (Pages 2 - 40)09/10/2019 295,549.96 SUB-TOTAL: $310,301.36 WIRE PAYMENTS 08/29/2019 693.30$ IEPA - L17-1153 - Debt Service Loan Interest PYMT IEPA - L17-1153 - Debt Service Loan Principal PYMT 08/29/2019 52,832.05 TOTAL PAYMENTS:$53,525.35 Bi - Weekly (Page 41)08/23/2019 290,570.84$ SUB-TOTAL: 290,570.84$ TOTAL DISBURSEMENTS:654,397.55$ UNITED CITY OF YORKVILLE BILL LIST SUMMARY Tuesday, September 10, 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 2019-52 National Suicide Prevention + Action Month Proclamation City Council – September 10, 2019 None Mayor John Purcell Name Department UNITED CITY OF YORKVILLE PROCLAMATION September Is National Suicide Prevention + Action Month WHEREAS; September is known around the United States as “National Suicide Prevention Awareness Month”, most of us are quite aware of suicide. National Suicide Prevention + Action Month is intended to help promote and give attention to the Suicide Prevention services available to us and our community. The goal is to speak openly about the topic of suicide to help erase the stigma surrounding it, and to direct those in need to the appropriate support services; and WHEREAS; Suicidal thoughts can affect anyone regardless of age, gender, race, orientation, income level, religion, or background; and WHEREAS; According to the American Foundation for Suicide Prevention (AFSP), more than 47,000 people died by suicide in the year 2017; and WHEREAS; Suicide is the 10th leading cause of death among adults in the US, and nearly 20% of all suicides were completed by people ages 45-54; and WHEREAS; Yorkville, Illinois is no different than any other community in the country, but chooses to publicly state and place our full support behind local educators, mental health professionals, athletic coaches, pack leaders, police officers, and parents, as partners in supporting our community in simply being available to one another; and WHEREAS; local organizations like Suicide Prevention Services (SPS), national organizations like the National Alliance on Mental Illness (NAMI) and international groups like Hope For The Day (HFTD) are on the front lines of a war that many still refuse to discuss, as suicide and mental illness remain too uncomfortable of a topic to talk about; and WHEREAS, every member of our community should understand that throughout life’s struggles we all need the occasional reminder that we are all fighting our own battles; and WHEREAS, I encourage all residents to take the time to check in with their family, friends, and neighbors on a regular basis and to honestly communicate their appreciation for their existence by any gesture they deem appropriate. A simple phone call, message, handshake, or hug can go a long way towards helping someone realize that suicide is not the answer. NOW, THEREFORE, be it resolved that I, John Purcell, do hereby proclaim the month of September 2019, as National Suicide Prevention Awareness Month in the United City of Yorkville. Dated this 10th day of September, 2019, A.D. ______________________________ John Purcell, Mayor Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number Mayor’s Report #2 Tracking Number CC 2019-53 Proclamation for Assisted Living Week City Council – September 10, 2019 None Mayor John Purcell Name Department UNITED CITY OF YORKVILLE Proclamation WHEREAS, residents of assisted living communities are active members of the larger community, offering their knowledge, life experiences and involvement; their past contributions continue to be a vital part of the United City of Yorkville’s rich history; and their ongoing participation deepens our city’s identity; and WHEREAS, assisted living is a critical long-term care option for older adults and individuals with disabilities that fosters choice, dignity, and independence; assisted living communities are committed to excellence, innovation and the advancement of person-centered care; and WHEREAS, in 1995 the National Center for Assisted Living established National Assisted Living Week® to honor the contributions of assisted living communities in providing long-term care to America’s seniors and individuals with disabilities; and WHEREAS, this year’s theme of National Assisted Living Week® is “A Spark of Creativity”, which hopes to inspire assisted living residents to explore their creative side whether through the arts or beyond; and WHEREAS, according to the American Art Therapy Association, art therapy can offer many benefits to older adults and individuals with disabilities, including improving cognitive and sensory-motor functions, fostering self-esteem and self-awareness, cultivating emotional resilience, enhancing social skills, and reducing and resolving conflicts and distress; and WHEREAS, “A Spark of Creativity” is also meant to encourage assisted living staff to think creatively and continue to explore new, innovative ways to deliver high-quality, person-centered care; and WHEREAS, during this special week, assisted living communities across the country are encouraged to organize activities and events which celebrate the individuality of residents, the dedication of staff, and the deep connections formed in these settings. NOW, THEREFORE, I, John Purcell, by virtue of the authority vested in me as Mayor of the United City of Yorkville, do hereby proclaim the week of September 8–14, 2019 as Assisted Living Week in the United City of Yorkville. I urge all citizens to volunteer in an assisted living community, to visit friends and loved ones who reside at these communities, and to learn more about how assisted living services benefit the community. Dated this 10th day of September, 2019. _____________________________ John Purcell, Mayor Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number Mayor’s Report #3 Tracking Number CC 2019-54 Proclamation for Constitution Week City Council – September 10, 2019 None Mayor John Purcell Name Department UNITED CITY OF YORKVILLE Proclamation WHEREAS, the Constitution of the United States of America, the guardian of our liberties, embodies the principles of limited government in a Republic dedicated to rule by law; and WHEREAS, September 17, 2019, marks the two hundred thirty-second anniversary of the framing of the Constitution of the United States of America by the Constitutional Convention; and WHEREAS, it is fitting and proper to accord official recognition to this magnificent document and its memorable anniversary, and to the patriotic celebrations which will commemorate it; and WHEREAS, Public Law 915 guarantees the issuing of a proclamation each year by the President of the United States of America designating September 17 through 23 as Constitution Week. NOW, THEREFORE, I, John Purcell, by virtue of the authority vested in me as Mayor of the United City of Yorkville, do hereby proclaim the week of September 17 through 23 as CONSTITUTION WEEK and ask our citizens to reaffirm the ideals the Framers of the Constitution had in 1787 by vigilantly protecting the freedoms guaranteed to us through this guardian of our liberties. Dated this 10th day of September, 2019. _____________________________ John Purcell, Mayor Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number Mayor’s Report #4 Tracking Number CC 2019-55 Discussion and Approval of IGA for IPA Flexible Reach City Council – September 10, 2019 N/A Majority Approval Consideration and approval of an intergovernmental Agreement with Kencom Regarding IP Flexible Reach. IGA is attached James Jensen Chief of Police Name Department Summary Approval of an Intergovernmental Agreement with KenCom regarding the IPA Flexible Reach telephone Line Background Currently the United City of Yorkville owns and pays for a seven-digit non-emergency telephone line (630-553-4343) that rings directly to KenCom. This telephone line, which is answered by a KenCom dispatcher is used for non-emergency type calls. To provide continuity of operations and to assist in the transfer of this line during emergency operations, KenCom is requesting to take this line over. It should be noted that this number will not only be answered at KenCom’s main 9-1-1 dispatch center but will also be presented at KenCom’s backup center (Grundy County 9-1-1 Dispatch Center) in the event KenCom had to evacuate the main center. KenCom has entered into an agreement with AT&T and will be responsible for the administration of payment for these lines on a quarterly basis. The United City of Yorkville is being asked to reimburse KenCom for the monthly charges associated with this line as listed below: Current Monthly Line Cost: $72.29 per month New Monthly Line Cost: $38.52 per month Line Savings: $33.77 per month Annual Telephone Line Cost: $462.24 Recommendation Approve the Intergovernmental Agreement with KenCom based on the following:  Continuity of Operations  Reduction and savings to the City in the annual telephone line cost Attachments Exhibit A: IP Flexible Reach Intergovernmental Agreement Exhibit B: IP Flexible Reach Letter to AT & T Memorandum To: Public Safety Committee From: James Jensen, Police Chief CC: Date: September 5, 2019 Subject: KenCom IGA IPA Flexible Reach Resolution No. 2019-___ Page 1 Resolution No. 2019-_____ A RESOLUTION OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, APPROVING AN INTERGOVERNMENTAL AGREEMENT BETWEEN THE UNITED CITY OF YORKVILLE AND KENDALL COUNTY EMERGENCY PHONE SERVICE AND COMMUNICATIONS BOARD (2019) WHEREAS, the United City of Yorkville, Kendall County, Illinois (“City”), is a duly organized and validly existing unit of local government created in accordance with the Constitution of the State of Illinois of 1970 and the laws of this State; and, WHEREAS, the Constitution of the State of Illinois of 1970, Article VII, Section 10, provides that units of local government may contract or otherwise associate among themselves to obtain or share services and to exercise, combine, or transfer any power or function in any manner not prohibit by law or by ordinance and may use their credit, revenues, and other resources to pay costs related to intergovernmental activities; and, WHEREAS, pursuant to the Intergovernmental Cooperation Act, 5 ILCS 220/1 et seq., the City and Kendall County Emergency Phone Service and Communications Board (“KenCom”), Kendall County, and the Township are authorized to enter into an agreement for the joint performance of any powers, privileges, functions or authority which may be exercised by a public agency of the State of Illinois; and, WHEREAS, the KenCom has entered into a contract with AT&T for IP Flexible Reach on behalf of its participating agencies, of which the City is one, to have emergency phone lines ring directly into both KenCom’s primary dispatch center and its backup dispatch center (Grundy County 9-1-1 Center) to better serve its participating agencies; and, WHEREAS, in order to proceed, KenCom has requested its participating agencies to enter into an Intergovernmental Agreement to provide KenCom with authorization to enter into a three Resolution No. 2019-___ Page 2 (3) year contract with AT&T to make the required phone line changes and to commit the City to share in the monthly cost of such new line; and, WHEREAS, the City deems it desirable to enter into this Intergovernmental Agreement with KenCom in order to give its residents the best possible emergency services. 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 Intergovernmental Agreement between the United City of Yorkville, Illinois and Kendall County Emergency Phone Service and Communications Board (2019), is hereby approved and the Mayor and City Clerk are hereby authorized to execute and deliver said Agreement on behalf of the United City of Yorkville. Section 2. The Mayor and City Clerk are hereby authorized and directed to undertake any and all actions as may be required to implement the terms of said Agreement. Section 3. This Resolution shall be in full force and effect from and after its passage and approval as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois, this _____ day of _________________, A.D. 2019. ______________________________ CITY CLERK KEN KOCH ________ DAN TRANSIER ________ JACKIE MILSCHEWSKI ________ ARDEN JOE PLOCHER ________ CHRIS FUNKHOUSER ________ JOEL FRIEDERS ________ SEAVER TARULIS ________ JASON PETERSON ________ Resolution No. 2019-___ Page 3 APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this _____ day of _________________, A.D. 2019. ____________________________________ Mayor Attest: ______________________________ City Clerk UNITED CITY OF YORKVILLE AND KENDALL COUNTY EMERGENCY PHONE SERVICE AND COMMUNICATIONS BOARD INTERGOVERNMENTAL AGREEMENT (2019) – IP Flexible Reach Revision Date 08/29/2019 Page 1 of 3 THIS INTERGOVERNMENTAL AGREEMENT (hereinafter referred to as “Agreement”) is hereby entered into by and between the Kendall County Emergency Phone Service and Communications Board, 1100 Cornell Lane, Yorkville, Illinois 60560 (hereinafter referred to as “KenCom”) and the United City of Yorkville, 800 Game Farm Road, Yorkville, Illinois 60560, (hereinafter referred to as “Yorkville”). For purposes of this Agreement, KenCom and Yorkville shall hereinafter collectively be referred to as “the parties”. WHEREAS, the Constitution of the State of Illinois of 1970, Article VII, Section 10, provides that units of local government may contract or otherwise associate among themselves to obtain or share services and to exercise, combine, or transfer any power or function in any manner not prohibited by law or by ordinance and may use their credit, revenues, and other resources to pay costs related to intergovernmental activities; and WHEREAS, Yorkville and KenCom are units of local government within the meaning of Article VII, Section 1 of the Illinois Constitution of 1970 who are authorized to enter into intergovernmental agreements pursuant to the Intergovernmental Cooperation Act; and WHEREAS, KenCom has entered into a contract with AT&T for IP Flexible Reach on behalf of the participating agencies that have phone lines that ring directly into KenCom, attached as Exhibit A to this IGA, that will allow all phone lines to ring at both KenCom’s primary dispatch center and KenCom’s backup dispatch center (Grundy County 9-1-1 Center).; and WHEREAS, the parties that have executed this Agreement have the requisite authority to execute this Agreement, and intend by the execution of this Agreement to bind KenCom and Yorkville respectively to the terms of this Agreement; and WHEREAS, the parties to this Agreement have each had ample opportunity to review this Agreement with their respective governing bodies, if any, and that this Agreement has been reviewed by legal counsel for the respective agencies and approved by the respective governing bodies if any. NOW THEREFORE, in consideration of the premises and mutual covenants hereafter set forth, the parties agree as follows: 1) The above recitals are incorporated herein by reference. 2) The participating agencies agree to reimburse KenCom for the monthly charges listed in Table 1 of item #4 of this IGA during the three (3) year AT&T contract period and any escalating percentage increases thereafter that AT&T imposes on KenCom for subsequent renewal periods to the original three (3) year contract. 3) IP Flexible Reach costs will be billed quarterly by KenCom and will be due no later than (60) days after Yorkville’s receipt of the invoice. UNITED CITY OF YORKVILLE AND KENDALL COUNTY EMERGENCY PHONE SERVICE AND COMMUNICATIONS BOARD INTERGOVERNMENTAL AGREEMENT (2019) – IP Flexible Reach Revision Date 08/29/2019 Page 2 of 3 4) Table #1 below provides the cost amounts for the initial three (3) year AT&T contract term. Prices reflect participation from all agencies listed in the table. Non-participation by a listed agency will result in a higher share amount for the remaining agencies. Table #1 – Monthly Fee Cost Sharing for the IP Flexible Reach Contract Monthly Total $748.44 Year Agencies 2019 Bristol Kendall Fire Protection District $38.52/month Oswego Fire Protection District $38.52/month Kendall County $363.28/month Sandwich Fire Protection District $38.52/month Village of Oswego $115.56/month United City of Yorkville $38.52/month City of Plano $38.52/month Village of Montgomery $77.04/month 5) The parties agree that any modification to this Agreement must be in writing and signed by authorized individuals on behalf of the undersigned parties. 6) This agreement shall not be assigned without the prior written consent of the parties. In any action with respect to this Agreement, the parties are free to pursue any legal remedies at law or in equity. All terms and provisions of this Agreement shall be governed by the laws of the State of Illinois and are subject to good faith and fair dealing implied in all Illinois contracts. The parties agree that the proper venue for this Agreement shall be Kendall County, Illinois. If any provision of this Agreement shall be declared or found invalid, illegal or unenforceable by a court of competent jurisdiction, such provision shall, to the extent possible, be modified by the court in such manner as to be valid, legal, and enforceable so as to most nearly retain the intent of the parties, and, if such modification is not possible, such provision shall be severed from the Agreement, and in either case the validity, legality and enforceability of the remaining provisions of this Agreement shall not in any way be affected or impaired thereby. 7) Any notice required or permitted to be given pursuant to this Agreement, with the exception of invoicing, shall be duly given if sent by email or fax and certified mail or courier service and proof of service is received. In the case of notice to KenCom Public Safety Dispatch, send to, Attention Director, 1100 Cornell Lane, Yorkville, IL 60560, fax (630)882-8532, email KenComAdmin@co.kendall.il.us; and, in the case of notice to United City Of Yorkville, send to Chief of Police James Jensen, 800 Game Farm Road, Yorkville, Illinois 60560, (jjensen@yorkville.il.us). Notice shall be effective upon receipt by the other party. 8) Neither party will be responsible to the other for damage, loss, injury or interruption of work if the damage, loss, injury or interruption of work is caused solely by conditions that are beyond the reasonable control of the parties, and without the intentional misconduct or negligence of that party (hereinafter referred to as a “force majeure event”). To the extent not within the control of either party, such force majeure events include: acts of God, acts of any governmental authorities, fire, explosions or other casualties, vandalism and riots of war. A party claiming a force majeure event (“the claiming party”) shall promptly notify the other party in writing, UNITED CITY OF YORKVILLE AND KENDALL COUNTY EMERGENCY PHONE SERVICE AND COMMUNICATIONS BOARD INTERGOVERNMENTAL AGREEMENT (2019) – IP Flexible Reach Revision Date 08/29/2019 Page 3 of 3 describing the nature and estimated duration of the claiming party’s inability to perform due to the force majeure event. The cause of such inability to perform will be remedied by the claiming party with all reasonable dispatch. 9) The effective date of this agreement shall be the date upon which the agreement becomes binding, namely, the date upon which both parties have executed this Agreement. This Agreement shall be in effect for a period of three (3) years from the effective date of the Agreement and shall automatically renew each year for successive one (1) year periods until Yorkville gives written notice to cancel the renewal to KenCom at least ninety (90) calendar days prior to the effective date of the renewal. For purposes of calculating the renewal date, the renewal date would fall upon the same month and day of the Agreement’s effective date. 10) This Agreement supersedes any other prior oral agreements between the parties regarding the matters set forth in this Agreement. 11) Nothing contained in this Agreement, nor any act of the parties pursuant to this Agreement shall be deemed or constructed to create any joint employer relationship. 12) This Agreement may be executed in counterparts (including facsimile signatures), each of which shall be deemed to be an original and both of which shall constitute one and the same Agreement. IN WITNESS WHEREOF, the parties hereto have caused this Intergovernmental Agreement to be executed by their duly authorized officers on the below date. Kendall County Emergency Phone Service and Communications Board United City Of Yorkville, Illinois Name: Name: Title: Chairman, KenCom Executive Board Title: Date: Date: Signature: Signature: YORKVILLE POLICE DEPARTMENT James Jensen, Chief of Police 804 Game Farm Road | Yorkville, Illinois 60560 Phone: 630-553-4340 | Fax: 630-553-1141 August 16, 2019 AT&T 4513 Western Avenue Lisle, Illinois 60532 To Whom It May Concern: Please be advised the United City of Yorkville has no objections to port the following telephone numbers from the United City of Yorkville to KenCom Public Saf ety Dispatch: 630-553-4343 Best Regards, 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 2019-56 Purchase of a New Police SUV City Council – September 10, 2019 N/A Supermajority (6 out of 9) Approval See Attached Memo Carri Parker, Purchasing Manager Administration Name Department Summary Authorizing the purchase of a new 2020 police vehicle. Background The FY20 budget has accounted for the purchase of one patrol vehicle and the associated equipment. The amount allocated was $55,000. This patrol vehicle will replace one unit currently in the fleet that has met replacement criteria and will be purchased utilizing the State of Illinois contract from Morrow Brothers Ford in Greenfield, Illinois. Moving to an SUV type vehicle for patrol offers many advantages for the department. The winter months are harsh and having an all-wheel drive vehicle will allow for safer roadway travel during inclement weather. Added interior room in the vehicles will allow for staff comfort as well as storing the necessary equipment (i.e. rifles, shotguns, ballistic shield, helmet, etc.). While patrol sedans are currently available, both Ford and Chevrolet are discontinuing the manufacturing of sedans. Because of this, staff is requesting to move the fleet to SUV type vehicles which will allow the department to continue the practice of re-using equipment when older vehicles are rotated out of the fleet. Currently, Morrow Brothers Ford in Greenfield holds the state bid for police fleet vehicle purchases. Included in the vehicle cost, is interior lighting. Morrow Brothers Ford has begun to offer certain interior lighting packages that are installed in the vehicle upon delivery. We have compared the cost of purchasing and installing through a third party and have found that it is more cost efficient to include these items in the initial vehicle purchase. See the attached vehicle specifications and pricing form (Exhibit A) for vehicle equipment and pricing. The following is a breakdown of the cost of a new patrol SUV to include equipment: Vehicle Cost & Interior Lighting $44,360 Additional Equipment Costs $19,400 Total Cost $63,760 In addition, the vehicle (25-205-60-00-6070) expenditure line item in the Police Capital cost center of the (25) Vehicle & Equipment Fund would need to be increased by $9,000 (from Memorandum To: Public Safety Committee From: Carri Parker, Purchasing Manager James Jensen, Police Chief CC: Bart Olson, City Administrator Date: September 5, 2019 Subject: Purchase a New 2020 Police Vehicle and Equipment and FY20 Budget Amendment 2 | Page $55,000 to $64,000) to accommodate the proposed vehicle purchase. This $9,000 overage will be easily offset by police development fees in the amount of $54,900, that the City is expecting to receive in mid-October as a result of the recent incentive agreement with CalAtlantic. To date, police development fees total $15,750, which is 53% of the amount budgeted ($30,000). After receiving payment from CalAtlantic, and assuming that actual police development fees are on par with budgeted amounts; Police Capital should have an approximate surplus of $40,000. Any additional vehicle purchases in the excess of that amount in FY 20 may require a chargeback from the General Fund to offset the overage. Recommendation Staff recommends that the City Council authorize the purchase of a new 2020 Ford Explorer SUV and all of the required equipment through the state bid not to exceed $64,000 and approve the corresponding budget amendment. Attachments  Budget Ordinance o Schedule A – Vehicle & Equipment Fund  Exhibit A – Morrow Brothers Ford Specifications Form Ordinance No. 2019-____ Page 1 Ordinance No. 2019-____ AN ORDINANCE AUTHORIZING THE FIFTH AMENDMENT TO THE ANNUAL BUDGET OF THE UNITED CITY OF YORKVILLE, FOR THE FISCAL YEAR COMMENCING ON MAY 1, 2019 AND ENDING ON APRIL 30, 2020 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 65 ILCS 5/8-2-9.4, the City adopted Ordinance No. 2019-24 on April 9, 2019 adopting an annual budget for the fiscal year commencing on May 1, 2019 and ending on April 30, 2020; and, WHEREAS, pursuant to 65 ILCS 5/8-2-9.6, by a vote of two-thirds of the members of the corporate authorities then holding office, the annual budget of the United City of Yorkville may be revised by deleting, adding to, changing or creating sub-classes within object classes and object classes themselves. No revision of the budget shall be made increasing the budget in the event funds are not available to effectuate the purpose of the revision; and, WHEREAS, funds are available to effectuate the purpose of this revision. 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 amounts shown in Schedule A, attached hereto and made a part hereof by reference, increasing and/or decreasing certain object classes and decreasing certain fund balances in the Vehicle & Equipment fund with respect to the United City of Yorkville’s 2019-2020 Budget are hereby approved. Section 2: This ordinance shall be in full force and effect from and after its passage and approval according to 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 by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this ______ day of ___________________, 2019. ______________________________ MAYOR FY 2019 Unaudited FY 2020 FY 2020 FY 2017 FY 2018 Amended FY 2019 Adopted Amended Actual Actual Budget Actual Budget Budget Revenue Licenses & Permits 134,050 229,575 145,000 243,142 109,500 109,500 Fines & Forfeits 6,608 8,730 6,700 8,640 8,650 8,650 Charges for Service 236,948 201,102 306,652 232,472 40,112 40,112 Investment Earnings 86 596 150 862 850 850 Miscellaneous 259,697 1,975 2,000 6,579 2,000 2,000 Total Revenue 637,389 441,978 460,502 491,695 161,112 161,112 Expenditures Contractual Services 31,526 53,799 10,500 8,517 14,500 14,500 Supplies - - 36,411 18,162 16,080 16,080 Capital Outlay 264,262 228,305 388,200 251,163 408,000 417,000 Debt Service 73,034 73,034 73,034 75,058 77,890 77,890 Total Expenditures 368,822 355,138 508,145 352,900 516,470 525,470 Surplus (Deficit)268,567 86,840 (47,643)138,795 (355,358)(364,358) Police Capital - Fund Balance - - - - - (15,068) General Gov - Fund Balance - - - - - - PW Capital - Fund Balance - 37,930 6,435 91,907 91,561 (115,867) Parks & Rec Capital - Fund Balance 270,407 319,316 257,366 404,134 226,870 262,618 Ending Fund Balance 270,407 357,246 263,801 496,041 318,431 131,683 73.3%100.6%51.9%140.6%61.7%25.1% VEHICLE & EQUIPMENT FUND (25) This fund primarily derives its revenue from monies collected from building permits, fines and development fees. Revenues are used to purchase vehicles and equipment for use in the operations of the Police, General Government, Public Works Street Operations and Park & Recreation departments. $0 $100 $200 $300 $400 $500 $600 Thousands1 25 Unaudited FY 2017 FY 2018 FY 2019 FY 2019 FY 2020 FY 2020 Account Actual Actual Budget Actual Adopted Amended 25-000-42-00-4215 DEVELOPMENT FEES - POLICE CAPITAL 32,100 51,511 55,000 63,225 30,000 30,000 25-000-42-00-4216 BUILD PROGRAM PERMITS 28,700 44,935 - 2,720 - - 25-000-42-00-4217 WEATHER WARNING SIREN FEES - 224 - 217 - - 25-000-42-00-4218 ENGINEERING CAPITAL FEES 8,600 11,000 12,000 19,550 10,000 10,000 25-000-42-00-4219 DEVELOPMENT FEES - PW CAPITAL 60,350 116,205 72,000 147,655 64,500 64,500 25-000-42-00-4220 DEVELOPMENT FEES - PARK CAPITAL 4,300 5,700 6,000 9,775 5,000 5,000 25-000-43-00-4315 DUI FINES 5,865 8,130 6,000 7,994 8,000 8,000 25-000-43-00-4316 ELECTRONIC CITATION FEES 743 600 700 646 650 650 25-000-44-00-4418 1,955 894 2,000 2,167 2,000 2,000 25-000-44-00-4419 COMMUNITY DEVELOPMENT CHARGEBACK - - 40,000 44,985 - - 25-000-44-00-4420 97,459 130,208 140,241 77,158 24,032 24,032 25-000-44-00-4421 63,626 - - - - - 25-000-44-00-4427 PARKS & RECREATION CHARGEBACK 73,908 70,000 90,000 90,000 - - 25-000-44-00-4428 COMPUTER REPLACEMENT CHARGEBACK - - 34,411 18,162 14,080 14,080 25-000-45-00-4522 86 350 150 862 850 850 25-000-45-00-4550 - 246 - - - - 25-000-48-00-4852 435 214 - 412 - - 25-000-48-00-4854 5,100 1,761 2,000 99 2,000 2,000 25-000-49-00-4920 5,990 - - 6,068 - - 25-000-49-00-4922 248,172 - - - - - $161,112 United City of Yorkville Vehicle & Equipment Fund $109,500 $8,650 $40,112 $850 $2,000 Licenses & Permits PUBLIC WORKS CHARGEBACK INVESTMENT EARNINGS - PARK CAPITAL $306,652 Fines & Forfeits Fines & Forfeits $6,608 $134,050 $850 Total: $145,000 $8,730 $6,700 Total:Investment Earnings $86 $109,500 $8,650 $40,112 Total:Licenses & Permits Charges for Service MOWING INCOME Total: VEHICLE & EQUIPMENT FUND REVENUE Description $243,142 $6,579 $2,000 SALE OF CAPITAL ASSETS - PARK CAPITAL Investment Earnings MISCELLANEOUS INCOME - PW CAPITAL Total:Miscellaneous $259,697 $1,975 $150 $2,000 SALE OF CAPITAL ASSETS - POLICE CAPITAL MISCELLANEOUS INCOME - POLICE CAPITAL $161,112Total: VEHICLE & EQUIP REVENUE $637,389 $460,502$441,978 $491,695 Miscellaneous $8,640 $229,575 $232,472$201,102 $596 GAINS ON INVESTMENT $862 Charges for Service $236,948 POLICE CHARGEBACK 2 205 Unaudited FY 2017 FY 2018 FY 2019 FY 2019 FY 2020 FY 2020 Account Actual Actual Budget Actual Adopted Amended 25-205-54-00-5405 BUILD PROGRAM 2,700 9,915 - - - - 25-205-54-00-5495 OUTSIDE REPAIR & MAINTENANCE 760 8,570 8,750 5,013 8,750 8,750 25-205-60-00-6060 EQUIPMENT - 28,278 5,000 - 5,000 5,000 25-205-60-00-6070 VEHICLES 141,832 154,039 155,000 150,707 55,000 64,000 $200,802 $168,750 United City of Yorkville Vehicle & Equipment Fund $8,750 $69,000 $77,750$68,750Total: POLICE CAPITAL EXPENDITURES $145,292 $155,720 $5,013 $150,707 $18,485 Total:Capital Outlay $141,832 $8,750 $60,000$160,000$182,317 Capital Outlay POLICE CAPITAL EXPENDITURES Description $8,750 Contractual Services Total:Contractual Services $3,460 3 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 Works Committee #1 Tracking Number PW 2018-102 East Alley Parking Lot – Grant of Easement City Council – September 10, 2019 CC 8/27/19 Tabled to City Council 9/10/19 meeting. PW 2018-102 Majority Approval Please see attached. Bart Olson Administration Name Department This memo is to update the committee on the status of the planned improvements. A verbal agreement has been made with the property owner on the granting of the proper easements for the work to be completed. Previous documentation/agreements that were in place were not clear, therefore it was determined the best course of action was to create a new grant of easement document. A draft of the document is attached. As far as timing of the improvements, once the easement is executed by both parties, the striping and signage should be able to be completed within 1-2 weeks. The far east entrance improvements should be able to be completed within 4-6 weeks after execution. If you have any questions or require additional information, please let us know. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Krysti Barksdale-Noble, Community Dev. Dir. Lisa Pickering, Deputy City Clerk Date: August 15, 2019 Subject: East Alley Temporary Easements STATE OF ILLINOIS ) ) ss. COUNTY OF KENDALL ) Above Space for Recorder=s Use Only WHEREAS, the United City of Yorkville, Kendall County, Illinois (the “Grantor”), is the fee owner of that part of Lots 3 and 4 of Block 6 legally described as Parcel #1 on the Grant of Easement plat attached hereto as Exhibit A (the “Grantor’s Lots") currently used by the Grantor as public parking area; and, WHEREAS, Imperial Investments, LLC, an Illinois limited liability company (the “Grantee”) is the fee owner of property commonly known as 111 E. Van Emmon Street and identified as Lot 5 on Exhibit A attached hereto (“Lot 5”) which is improved with a building which encroaches upon the Grantor’s Lots; and, WHEREAS, the Grantee has requested and the Grantor is prepared to grant to the Grantee an easement over that portion of the Grantor’s Lots identified as Parcel 1 on Exhibit A in order to permit the Grantee to maintain the building on Lot 5 until such time the building is removed, demolished or replaced; and, WHEREAS, as the Grantee is the fee owner of part of Lots 5 and 7 in Block 6 (“Lots 5 and 7”) in the City; and, WHEREAS, the Grantor has requested an easement from the Grantee over a portion of Lots 5 and 7 as identified as Parcel 2 on Exhibit A in order to provide ingress and egress to other properties owned by the Grantor to permit the Grantor to make certain improvements; and, NOW, THEREFORE, for good and valuable consideration and the mutual covenants, terms, and conditions set forth herein, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: 1. Grant. A. Grantor hereby grants and conveys to Grantee, its heirs, legal representatives, successors, and assigns a temporary easement (the “Easement”) over Parcel 1 as depicted and legally described on Exhibit A attached hereto. B. The Grantee hereby grants and conveys to the Grantor a temporary easement over Parcel 2 as depicted and legally described on Exhibit A until such time as Grantee develops the Lot 5 and 7 properties. 2. Insurance. A. Grantee shall maintain, at its expense, and keep in force at all times during the term of this Agreement, a policy of comprehensive general public liability insurance, including a contractual liability endorsement, and personal injury liability coverage, from an insurer acceptable to Grantor, which shall include coverage in a minimum amount of $2,000,000 per occurrence against claims for any injury, death, or damage to persons or property occurring on, in, or about Parcel 1 and Grantee’s use. Grantee shall name the Grantor as an additional insured and require the Grantor to receive no less than thirty (30) days prior notice in the event of cancellation. B. Grantor shall maintain, at its expense, and keep in force at all times during the term of this Agreement, a policy of comprehensive general public liability insurance, including a contractual liability endorsement, and personal injury liability coverage, in a minimum amount of $2,000,000 per occurrence against claims for any injury, death, or damage to persons or property occurring on, in, or about Parcel 2 and use thereof. Grantor shall name the Grantee as an additional insured and require the Grantee to receive no less than thirty (30) days’ notice in the event of cancellation. IN WITNESS THEREOF, the parties cause these grants to be executed this ____ day of ____________________, 2019. United City of Yorkville, Kendall County, Imperial Investments, LLC, Grantee as to Illinois, as to Grantor of Parcel 1 Parcel 1 __________________________________ ____________________________________ United City of Yorkville, Kendall County, Imperial Investments, LLC, Grantor as to Illinois, as to Grantee of Parcel 2 Parcel 2 __________________________________ ____________________________________ STATE OF ILLINOIS ) ) ss. COUNTY OF KENDALL ) This instrument was acknowledged before me this ____ day of ____________, 2019, by _______________________________________________________________________ ______________________________ Notary Public My Commission Expires: ` ______________________________ This instrument was prepared by and after recording, mail this instrument: Kathleen Field Orr Village Attorney United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 VAN EMMON STREETLOT 5LOT 7LOT 4LOT 3UNITED CITY OF YORKVILLE800 GAME FARM ROADYORKVILLE , IL 60560EXHIBIT "A"PAGE 1 OF 1Engineering Enterprises, Inc. 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 Economic Development Committee #1 Tracking Number EDC 2019-68 Unified Development Ordinance – Change Order Request City Council – September 10, 2019 2/26/2019 Approval of RFP Award EDC 2019-16 Majority Approval Approval of a fee change order regarding the Unified Development Ordinance. Krysti J. Barksdale-Noble Community Development Name Department Update: Per the direction of the Economic Development Committee (EDC) at the August 6th meeting regarding the requested Unified Development Ordinance (UDO) change order for an increase in budget, staff discussed the feedback we received with the consultant, Houseal Lavigne and the subconsultant, enCode Plus. Of specific concern discussed, was the committee not in favor of an amended scope of services proposed by Houseal Lavigne which lessened their billable hours by condensing meetings and any real cost sharing of the budget shortfall by Houseal Lavigne as enCode Plus had done. After consideration of the feedback from the EDC, Houseal Lavigne’s new proposal is to reduce their overall contracted fee by $5,500, from $140,610 to $135,110, without any change to the originally approved scope of services. Therefore, the resulting change order request is now for a project budget increase of $5,000, from $148,360 to $153,360. The total fee breakdown of the newly proposed contract amendment is as follows: Approved UDO Project Budget Houseal Lavigne (HL) RFP Proposed enCode Plus Additional Calculator Fees & Discounts Houseal Lavigne RFP $138,735 One-Time Build Fee for additional six (6) calculators $15,000 enCode Plus Initial Licensing Fee $1,875 15% enCode Plus Discount -$2,625 enCode Plus Advance 180 (1st year) $5,250 Discount of enCode Plus Initial Licensing Fee* -$1,875 enCode Plus one (1) embedded calculator $2,500 Reduction of Houseal Lavigne’s Contracted Fee -$5,500 TOTAL $148,360.00 TOTAL $5,000.00 TOTAL proposed new UDO Project Budget $153,360.00 In essence, with enCode Plus’s discounts of $4,500 and Houseal Lavigne’s contract fee reduction of $5,500, totaling $10,000, the City has gained four (4) additional calculators. Combined with the $2,500 already budgeted for calculators in the original contract, we have a total of five (5) calculators out of seven (7) funded. Therefore, the requested budget increase for an additional $5,000 will pay for the remaining two (2) calculators. Staff Comments: Staff supports the change order request for a budget increase of $5,000 as each party to the original agreement, the City of Yorkville, Houseal Lavigne and enCode Plus will almost evenly share in the cost of the additional calculators; and most importantly, without a reduction in scope of services. Memorandum To: Bart Olson, City Administrator From: Krysti Barksdale-Noble, Community Dev. Dir. CC: Jason Engberg, Senior Planner Date: August 27, 2019 Subject: Unified Development Ordinance (UDO) Change Order request regarding fees for enCode Plus Attached is the revised License Agreement from enCode Plus for the purchase of additional embedded calculators within the “smart code” and the amended contract with Houseal Lavigne indicating the reduction of overall contract fee. The City Attorney has also reviewed both of the revised agreements. Staff will be available to Tuesday night’s meeting to discuss this matter in greater detail. Summary: The purpose of this memo is to request a change order to the approved Unified Development Ordinance (UDO) project for a budget increase of $7,125. The overall total project cost would increase from $148,360 to $155,485. By definition, a Change Order, is a written order to the Contractor authorizing an addition, deletion or revision in the work within the general scope of the contract documents or authorizing an increase or decrease in the contract price or contract time. In paragraph E of the attached executed contract with Houseal Lavigne, the contract consultant for the UDO project, any such changes to the contract, including increases or decreases in amount of compensation, which are mutually agreed upon, requires a written amendment to the agreement. Background: In December 2018, the City solicited request for proposals (RFP) from qualified consulting firms for a Unified Development Ordinance (UDO) which would to modernize and consolidate the various existing City ordinances into a cohesive, single-reference, graphic-based document. As part of the scope of services in the UDO RFP, the City specifically requested “an online digital smart code with interactive site specific zoning analysis capable of rendering calculations for zoning criteria such as minimum parking requirements for proposed land use, maximum lot coverage, required setbacks and transition yards, and volumetric limits (FAR, height, etc.) based upon ESRI ARC GIS base layer data provided by the City. After submittals from two (2) firms in response to the RFP, the City Council approved a contract with Houseal Lavigne in February 2019 for the commencement of a Unified Development Ordinance (UDO). The agreement for the contract was valued at $148,360 which included a suite of features from enCode Plus, a web-based document presentation and management system developed by planners and code writers, as part of the Advanced 180 package ($5,250 billed annually) with an embedded calculator for a one-time fee of $2,500 (see below). It was staff’s understanding at the time of the contract and interview with Houseal Lavigne that the total cost included all zoning calculators enumerated in the scope of services requested as part of the deliverables in the RFP. No other information detailing enCode Plus fees were provided in the proposal. Memorandum To: Bart Olson, City Administrator From: Krysti Barksdale-Noble, Community Dev. Dir. CC: Jason Engberg, Senior Planner Date: April 22, 2019 Subject: Unified Development Ordinance (UDO) Change Order request regarding fees for enCode Plus enCode Plus Fees: As the subconsultant, enCode Plus, who was not present at the interview with Houseal Lavigne, would be designing the platform for the dynamic online smart-code. During the kick-off meeting with Houseal Lavigne, after the award of the contract, staff was provided the attached service agreement from enCode Plus. It was then relayed to staff by enCode Plus, that although the Advanced 180 package comes with a suite of up to seven (7) features/calculators, there would be a one-time set-up fee of $2,500 per calculator or $17,500. The calculators offered are as follows: 1. Parking Calculator 1 – calculates the minimum required number of off-street parking spaces based on use by zoning district. 2. Shared Use Parking Calculator - calculates the minimum required number of off-street parking spaces when two or more land uses share the same parking area. 3. Landscape Calculator2 - calculates the minimum required landscaping material by zoning district, based upon lot size and adjacent land uses. 4. Bufferyard Calculator3 - calculates the minimum required landscaped bufferyard area and vegetation type by zoning district, based upon lot size and adjacent land uses. 5. Signage Calculator 4- calculates the minimum required number, area, setback, distance separation and maximum height for signage based on zoning district and sign type. 6. Project Fee Calculator – calculates the fees for land use applications based upon request type (annexation, rezoning, special use, etc.) and land area. 7. Yield Calculator5 – calculates the maximum total buildable dwelling units and/or maximum total buildable non-residential square feet by zoning district. Additionally, the built-in calculators will also have the ability for the user to export the data or to save the data entered into the calculator. Real world examples of communities currently utilizing the enCode Plus calculators as part of their online codes are provided as links in the footnotes at the bottom on this page. Request: To acquire all the above-mentioned calculator features, which are available in the Advance 180 package, the City will need to authorize a change order since the one-time set up fee for the calculators requested was not clearly articulated to us by Houseal Lavigne during the RFP review process. As originally proposed, Houseal Lavigne listed the pricing for only one (1) calculator at a cost of $2,500.00. However, in order to purchase the additional six (6) calculators offered in the Advance 180 package, there is a one-time set-up fee of $2,500 per calculator or $15,000 of which $2,625 (15%) is discounted for a total of $12,375. Since discovering the miscommunication about the start-up fee for the calculators, Bret Keast of EnCode Plus has subsequently agreed to remove the initial licensing fee of $1,875 included in Houseal Lavigne’s proposal. Additionally, Houseal Lavigne has agreed to amend their hours for the UDO preparation by consolidating two (2) meetings (Step #6b and #6c), thereby lessening their billable hours by $3,375. 1 http://online.encodeplus.com/regs/greensboro-nc/calculators.aspx http://online.encodeplus.com/regs/johnston-ia/calculators.aspx 2 http://online.encodeplus.com/regs/greensboro-nc/calculators.aspx http://online.encodeplus.com/regs/johnston-ia/calculators.aspx 3 http://online.encodeplus.com/regs/stmary-la/webtools/landscape/bufferrequirements.aspx 4 http://online.encodeplus.com/regs/greensboro-nc/calculators.aspx http://online.encodeplus.com/regs/johnston-ia/calculators.aspx 5http://online.encodeplus.com/regs/valparaiso-in/doc-viewer.aspx#secid-490 Therefore, the requested change order amount would be for $7,125. This represents the difference between the total HL & enCode plus fee ($155,485) and the approved project budget ($148,360). The following chart has been prepared to clearly explain and layout the fee difference proposed as part of this change order request. Approved UDO Project Budget Houseal Lavigne (HL) RFP Proposed enCode Plus Additional Calculator Fees & Discounts Houseal Lavigne RFP $138,735 One-Time Build Fee for additional six (6) calculators $15,000 enCode Plus Initial Licensing Fee $1,875 15% Discount Fee -$2,625 enCode Plus Advance 180 (1st year) $5,250 Discount of enCode Plus Initial Licensing Fee* -$1,875 enCode Plus one (1) embedded calculator $2,500 Discount of Houseal Lavigne Billable Hours -$3,375 TOTAL $148,360.00 TOTAL $7,125.00 TOTAL proposed new UDO Project Budget $155,485 Staff Comments: Staff supports the change order request for a budget increase of $7,125 and strongly believes, to realize the full potential of the interactive, site specific zoning analysis capabilities offered by enCode Plus in the smart-code, purchasing the suite of embedded calculators is required. The added calculator features will provide clarity to the code’s regulations for any end user (resident and developer) regarding bulk standards (setbacks, buffers, maximum height, etc.), as well as reduce staff review time of submitted permits and proposals. Although staff had requested the capabilities of all these calculators as part of our initial RFP request, the quote provided of $2,500 was not clearly stated in the HL proposal, nor fully understood by the consultant themselves, that this price was for a single calculator. Based upon that, enCode Plus has discounted the initial licensing fee of $1,875.00 from the original quote and the consultant has adjusted their billable hours to reduce the contracted fee by $3,375. Attached is the revised License Agreement from enCode Plus for the purchase of additional embedded calculators within the “smart code” and the amended scope of work with Houseal Lavigne indicating the meeting schedule adjustment. The City Attorney has also reviewed both of the revised agreements. Staff will be available to Tuesday night’s meeting to discuss this matter in greater detail. Resolution No. 2019-___ Page 1 Resolution No. 2019-_____ A RESOLUTION OF THE UNITED CITY OF YORKVILLE, ILLINOIS, APPROVING AN AMENDMENT TO THE PROFESSIONAL SERVICES AGREEMENT WITH HOUSEAL LAVIGNE ASSOCIATES, LLC. WHEREAS, the United City of Yorkville (the “City”) is a duly organized and validly existing non home-rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and, WHEREAS, the City sought proposals for technical and professional services for the creation of a unified development ordinance for the City and entered into a certain contract with Houseal Lavigne Associates LLC, dated February 2019, and approved by the City Council on February 26, 2019, for such services (the “Agreement”); and, WHEREAS, since the contract was approved, Houseal Lavigne Associates, LLC has agreed to a discount in the fees originally approved as provided in the proposed amendment to the Agreement in the form 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 AMENDMENT TO THE AGREEMENT FOR PROFESSIONAL SERVICES BETWEEN THE UNITED CITY OF YORKVILLE, ILLINOIS AND HOUSEAL LAVIGNE ASSOCIATES, LLC. between the City and Houseal Lavigne Associates, LLC attached hereto as Exhibit A and made a part hereof by reference, is hereby approved, and the City Administrator be and is hereby authorized to execute said Agreement on behalf of the United City of Yorkville. Section 2: This Resolution shall be in full force and effect upon its passage and approval as provided by law. 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 ________ Resolution No. 2019-___ Page 2 APPROVED: ______________________________ Mayor Attest: ___________________________________ City Clerk Houseal Lavigne Associates | United City of Yorkville | UDO 1 AMENDED PROFESSIONAL SERVICES AGREEMENT FEBRUARY SEPTEMBER , 2019 BETWEEN THE UNITED CITY OF YORKVILLE, ILLINOIS AND HOUSEAL LAVIGNE ASSOCIATES, LLC. Houseal Lavigne Associates | United City of Yorkville | UDO 2 AMENDED AGREEMENT FOR PROFESSIONAL SERVICES BETWEEN THE UNITED CITY OF YORKVILLE, ILLINOIS AND HOUSEAL LAVIGNE ASSOCIATES, LLC. THIS AGREEMENT, made and entered into this day of , 2019, by and between HOUSEAL LAVIGNE ASSOCIATES LLC., an Illinois Limited Liability Company with principal offices at 188 W. Randolph, Suite 200, Chicago, IL 60601 (hereinafter referred to as the "CONSULTANT"), and the UNITED CITY OF YORKVILLE, ILLINOIS, a municipal corporation of the State of ILLINOIS, whose mailing address is 800 Game Farm Road, Yorkville, Illinois 60560 (hereinafter referred to as the "CLIENT"). WITNESSETH THAT: WHEREAS, the CLIENT desires to engage the services of the CONSULTANT to furnish technical and professional assistance in connection with the preparation of the Yorkville Unified Development Ordinance (hereinafter referred to as the "PROJECT") and the CON- SULTANT has signified its willingness to furnish technical and professional service to the CLIENT; and WHEREAS, the CONSULTANT represents to the CLIENT that it has sufficient expertise and resources to enable it to provide such advice and assistance to the CLIENT; and NOW, THEREFORE, the parties do mutually agree as follows: Houseal Lavigne Associates | United City of Yorkville | UDO 3 A. Scope of Consultant's Services The CONSULTANT agrees to perform in a good and professional manner those services described in Attachment A, Scope of Services, a copy of which is attached hereto and incorporated in this AGREEMENT. All documents, work papers, maps, and study materials produced by the CONSULTANT in the performance of these services become the property of the CLIENT during and upon completion of the services to be performed under this AGREEMENT. B. Services to be Provided by the Client All existing information, data, reports and records which are useful for carrying out the work on this PROJECT and which are owned or controlled by the CLIENT shall be furnished to the CONSULTANT in a timely manner. The completion of the services to be performed by the CONSULTANT under this AGREEMENT is contingent upon the receipt from the CLIENT, at no cost to the CONSULTANT, the data and reports and other material as described in Attachment A, Section 1, in a timely manner. If, by reason of any fault of CLIENT, the information, data, reports and records to be provided by the CLIENT are not made available to the CONSULTANT in a timely manner, the CONSULTANT may, at its option, stop work on the PROJECT until such materials are provided. C. Meetings and Consultant Visits The CONSULTANT will attend meetings associated with the following tasks, and any additional meetings deemed reasonable and needed to complete the PROJECT, as outlined in Attachment A, Scope of Services. 1a: Project Initiation – Staff Meeting & Review of Preliminarily Issues 1b: Planning and Zoning Commission Workshop 1c: Residential Areas Zoning Workshop 1d: Commercial and Industrial Areas Zoning Workshop Houseal Lavigne Associates | United City of Yorkville | UDO 4 1e: Subdivision Ordinance Focus Group 2d: City Staff Working Session 2e: PZC Meeting 3e: Staff Review Meeting 3f: PZC Meeting 4b: Staff Review Meeting 5c: Staff Review Meeting 5d: PZC Meeting 6b: Staff Review and Meeting 6c: PZC Meeting 7b: Staff Review Meeting 7c: PZC Meeting 7e: Public Hearing 7f: City Council Presentation and Adoption A meeting within the body of this AGREEMENT shall mean a gathering requiring the atten- dance of the CONSULTANT or CONSULTANT's staff, including workshops, formal presentations and meetings. Public meetings shall be scheduled at least seven (7) to fifteen (15) days in advance, and public hearings shall be scheduled with sufficient advance notice to comply with state and local notice requirements. Attendance at additional meetings will be subject to the provisions of Article M (Extra Work) of this AGREEMENT. The CONSULTANT may conduct "site visits" to gather information, data, and perform field reconnaissance. These "site visits" shall not be counted as meetings under this AGREEMENT. D. Deliverables CONSULTANT agrees to provide products to the CLIENT as follows: 1: Workshop Summaries 1: Project Website and online outreach platform (map.social) (optional) 2: Summary and presentation of outreach, research, and assessment 3: Draft Residential and Agricultural District Standards 3: Draft Commercial and Industrial District Standards 3: Draft Special District Standards (OS, PUD, Downtown Overlay) 3. Proposed Zoning Districts Map 4: Prelim Amendments for Parking, Landscaping, Development Standards, etc 5: Draft Modified Subdivision Design/Improvement Regulations 6: Draft Administrative, Applications, Approval, and Procedures 7: Draft UDO Ordinance Houseal Lavigne Associates | United City of Yorkville | UDO 5 7: Revised UDO & Final Legal Review 7: City Council Presentation and Adoption 8: enCode Plus ready Yorkville UDO Document The CONSULTANT shall provide all deliverables at least five (5) days in advance of all public meetings. All deliverables become the property of the CLIENT, including all hard copies and electronic file copies. E. Changes The CLIENT may, from time to time, request changes in Attachment A, Scope of Services, of the services to be performed by the CONSULTANT hereunder. Such changes, including any appropriate increase or decrease in the amount of compensation, which are mutually agreed upon, shall be incorporated in written amendments to this AGREEMENT. F. Consultant's Compensation The CONSULTANT shall be compensated for services rendered under the terms of this AGREEMENT on the basis of the CONSULTANT’s hourly rates as stated under Article G (Hourly Rates) and Attachment A for the staff time devoted to the PROJECT, and for directly related project expenses. The maximum cost for CONSULTANT services under this AGREEMENT is $140,610135,110, including directly related job expenses. Directly related job expenses include, but are not limited to: travel, printing, graphic reproduction, mailing, the purchase of additional maps, plans and reports and other out-of-pocket expenses that are related to carrying out services under this AGREEMENT. Any reimbursable expenses that are not enumerated above must be identified by the CONSULTANT and approved by the CLIENT. The CONSULTANT will not exceed the “not to exceed amount” without specific written authorization from the CLIENT or an amendment to this AGREEMENT. The Houseal Lavigne Associates | United City of Yorkville | UDO 6 CONSULTANT represents and warrants that absent Extra Work, as referenced in Article M, all work to be performed under this AGREEMENT can and will be performed without exceeding the maximum compensation amount and directly related job expense amount, both set forth above. G. Hourly Rates The CONSULTANT reserves the right to increase the hourly charge rates, but only after one calendar year from the date of this AGREEMENT, provided however that the maximum CONSULTANT costs as provided in Section F shall not be exceeded. The CLIENT shall be notified at least 30 days in advance and increase must be agreed to in writing by both parties. Hourly rates in effect for purposes of this AGREEMENT are provided in Attachment A. H. Method of Payment The CONSULTANT will submit invoices for services performed and directly related job expenses incurred on the PROJECT during the billing period. The CONSULTANT will submit monthly invoices for services performed and directly related job expenses incurred on the PROJECT during the billing period. Invoices are due and payable no later than thirty (30) days from the date of CLIENT's receipt of the invoice and in accordance with the governmental prompt payment act. I. Time of Performance The services of the CONSULTANT will begin upon delivery to the CONSULTANT of an executed copy of this AGREEMENT, and shall, absent causes beyond the reasonable control of the CONSULTANT, be completed within twenty-four (24) months of delivery of Houseal Lavigne Associates | United City of Yorkville | UDO 7 said executed AGREEMENT. The completion of services by the CONSULTANT shall be, among other things, contingent upon the timely receipt of the services, data, and other reports described in Attachment A, Scope of Services and upon the timely conduct by the CLIENT of meetings and decisions required for its purposes in the execution of Attachment A. For the purpose of this AGREEMENT, timely shall mean that decisions and choices be made within ten (10) working days for CLIENT staff review of CONSULTANT submittals, services, data, and reports as are delivered to the CLIENT’s representative; and twenty- one (21) calendar days for such decisions and choices to be made by the City Council, or other elected or appointed bodies of the CLIENT. If the CLIENT requests that CONSULT- ANT perform Extra Work as defined in Article M such as is not now included in Attachment A, the CONSULTANT, if agreed to by the CLIENT, may suspend work on the PROJECT or a portion of the PROJECT, and may extend the period of time allotted to perform the services identified in Attachment A under this AGREEMENT, to a mutually agreed upon period of time necessary to compensate for Extra Work. Where the CLIENT and CONSULTANT mutually agree to extend the period of time to perform services under this AGREEMENT, the hourly rates may not be increased beyond those set forth in Section G. of this AGREEMENT, provided that the cause or reasons of such extension(s) are not the fault of the CLIENT. J. Excusable Delays The CONSULTANT shall not be in breach of this AGREEMENT by reason of any failure in performance of this AGREEMENT in accordance with its terms if such failure arises out of causes beyond the reasonable control and without the fault or negligence of the CONSULTANT. Such causes may include, but are not restricted or limited to, acts of God or of the public enemy, acts of government in either its sovereign or contractual capacity, Houseal Lavigne Associates | United City of Yorkville | UDO 8 fires, floods, strikes, and unusually severe weather, but in every case, so long as the failure to perform is beyond the reasonable control and without the fault or negligence of the CONSULTANT, the CONSULTANT shall not be deemed to be in breach of this AGREEMENT. K. Termination The CLIENT shall have the right to terminate this AGREEMENT by written prior notice to the CONSULTANT at least five (5) working days before the specified effective date of such termination. In such event, documents and work papers prepared by the CONSULTANT under this AGREEMENT shall become the property of the CLIENT. On receipt of said documents and work papers by the CLIENT, the CONSULTANT shall receive compensation and reimbursement for the work actually performed before the date of termination, in accordance with Article F, CONSULTANT’s Compensation, of this AGREEMENT, less payment for services and expenses previously paid. L. Non-discrimination The CONSULTANT has an Affirmative Action program and shall engage in lawful employment practices. The CONSULTANT shall not fail, refuse to hire, discharge, or otherwise discriminate against any individual with respect to his or her compensation, terms, conditions, or privileges of employment, because of such individual's race, color, religion, sex, national origin, or handicap unrelated to the individual's ability to perform the duties of the position. Houseal Lavigne Associates | United City of Yorkville | UDO 9 M. Extra Work If requested and agreed to in writing by the CLIENT and CONSULTANT, the CONSUL- TANT will be available to furnish, or obtain from others, Extra Work of the following types: 1. Extra work or extended services due to changes in the general scope or timing of the PROJECT, including, but not limited to; changes in size, complexity or character of the work items; acceleration of the work schedule involving services beyond normal working hours; non-delivery of any materials, data, or other information to be furnished by the CLIENT not within the reasonable control of the CONSULTANT. 2. Additional or extended services, including PROJECT administration due to the prolongation of the period of delivery of services specified in this AGREEMENT time through no fault of the CONSULTANT. 3. Attendance at additional meetings beyond those made part of the AGREEMENT. 4. Other additional services requested and agreed to by the CLIENT and CON- SULTANT, which are not otherwise provided for under this AGREEMENT. The compensation and schedule for completing Extra Work authorized by the CLIENT shall be subject to negotiation between the CLIENT and the CONSULTANT in accordance with the provision of Article E (Changes) of this AGREEMENT. However, the hourly rate in effect at the time of any change authorizing Extra Work will continue to be in effect for such Extra Work. N. Entire Agreement This agreement, including the attachments to this agreement, contains the entire agreement of the parties. It may not be changed orally but only by an amendment in writing executed by the parties to this AGREEMENT. Houseal Lavigne Associates | United City of Yorkville | UDO 10 O. Governing Law This AGREEMENT will be governed by and construed in accordance with the laws of the State of Illinois and within the jurisdiction of Kendall County. P. Client Representative to Consultant The CLIENT designates Krysti J. Barksdale-Noble to act as its representative with respect to the work to be performed under this AGREEMENT, and such person shall have authority to transmit instructions, receive information, interpret and define CLIENT's policies and provide decisions in a timely manner pertinent to the work covered by this AGREE- MENT until the CONSULTANT has been advised in writing by the CLIENT that such authority has been revoked. The CONSULTANT designates John Houseal and Nik Davis as the CONSULTANT's representatives to the CLIENT. Q. Conflict of Interest The CONSULTANT certifies that to the best of its knowledge no person associated with the CONSULTANT has any interest that would conflict in any manner or degree with the performance of the AGREEMENT. R. Default If it should appear at any time that the CONSULTANT has failed, refused, or delayed to perform or satisfy the PROJECT or any other requirement of this Agreement (“Event of Default”), and fails to cure any such Event of Default within ten business days after the CONSULTANT’s receipt of written notice of such Event of Default from the City, then the City shall have the right, without prejudice to any other remedies provided by law or equity, to pursue any one or more of the following remedies: Houseal Lavigne Associates | United City of Yorkville | UDO 11 1. Cure by CONSULTANT. The City may require the CONSULTANT, within a reasonable time, to complete or correct all or any part of the PROJECT that is the subject of the Event of Default; and to take any or all other action necessary to bring the CONSULTANT and the PROJECT into compliance with this Agreement. 2. Termination of Agreement by City. The City may terminate this Agreement pursuant to Article K of this Agreement. 3. Withholding of Payment by City. The City may withhold from any payment, whether or not previously approved, or may recover from the CONSULTANT, any and all costs, including attorneys’ fees and administrative expenses, incurred by the City as the result of any Event of Default by the Consultant or as a result of actions taken by the City in response to any Event of Default by the CONSULTANT. Houseal Lavigne Associates | United City of Yorkville | UDO 12 IN WITNESS WHEREOF, the CLIENT and the CONSULTANT have executed this AGREEMENT on the date and year first above written. CONSULTANT: HOUSEAL LAVIGNE ASSOCIATES, LLC. X John A. Houseal, AICP Principal Date: CLIENT: UNITED CITY OF YORKVILLE X Name/Title: Date: Houseal Lavigne Associates | United City of Yorkville | UDO 13 ATTACHMENT A SCOPE OF SERVICES and HOURLY RATES This section describes the Scope of Services for preparing the Unified Development Ordinance for the United City of Yorkville. Section 1 Whereas the scope of services will be undertaken by the CONSULTANT, it is understood and agreed that the CLIENT will provide the following assistance to the CONSULTANT: 1. The CLIENT, with the CONSULTANT's assistance, will schedule and arrange and provide notices for all meetings and workshops including contacting agencies, individuals and citizens to be invited to meetings. 2. The CLIENT, with the CONSULTANT'S assistance, will collect and compile previously prepared and available reports, projects, studies, maps and other data owned or in control of the CLIENT and that might be useful for the project. 3. The CLIENT will provide to the CONSULTANT an up-to-date base map (electronic and hard copy) for the City, including GIS files and information. Houseal Lavigne Associates | United City of Yorkville | UDO 14 Section 2 SCOPE OF WORK Below is a detailed, step-by-step, Scope of Work for completing the United City of Yorkville’s Unified Development Ordinance (UDO) assignment. The Scope of Work contains several steps, including staff meetings; public workshops; “best practices” research and applicability assessment; evaluation of neighborhoods, corridors, and districts; Planning and Zoning Commission and City Commission workshops and meetings, public hearings, development of “user-friendly” formats, and more. Step 1: Project Initiation and Outreach Step 1 represents the kick-off of the project and is designed to provide City staff and the consultant team with opportunities to set project expectations and protocols, convey issues and concerns with the existing code, and engage those who administer and are impacted by the code. 1a: Project Initiation – Staff Meeting & Review of Preliminarily Issues This step will include a meeting with City staff to review various aspects of the project, including the schedule, expectations of local appointed and elected leaders, and public outreach and adoption process. The meeting will also provide an opportunity for staff and consultants to discuss any issues related to the present ordinances already identified by staff. If necessary, staff may lead a driving tour of the City to point out specific instances where current zoning and subdivision regulations either conflict with or complement community development objectives. 1b: Planning and Zoning Commission Workshop This step will include a workshop with City staff and the Planning and Zoning Commission (PZC) to identify, review, and discuss zoning related matters within the City. The PZC members have a unique perspective and insight into local zoning, planning, and development issues and will provide vital feedback and project focus. They also can articulate frustrations with current ordinances as policy tools, such as difficulties in navigating the document, unclear regulations, inconsistent references or definitions, issues with procedures and enforcement, etc. 1c: Residential Areas Zoning Workshop A workshop will be conducted with City residents to identify, review, and discuss zoning and ordinance related matters pertaining to the City’s residential areas/neighborhoods. Attendees could include residents, neighborhood groups, local builders, local residential architects, and more. 1d: Commercial and Industrial Areas Zoning Workshop A workshop will be conducted with business owners and managers in the City. This workshop will allow the local business community to provide input regarding the impact of zoning and subdivision controls on their ability to invest in Yorkville, successfully operate a business, and meet the goals that the City has set forth for development. Attendees should include local business owners and managers, developers, local commercial and industrial property owners, and more. Houseal Lavigne Associates | United City of Yorkville | UDO 15 1e: Subdivision Ordinance Focus Group We will work with City staff and officials to identify various stakeholders with extensive experience and understanding of the existing Subdivision Ordinance, including members of the development community, engineers, and significant property owners. We will reconcile preliminary findings with stakeholder input to ensure that recommended changes to subdivision regulations are vetted with respect to development realities. 1f: Project Website Houseal Lavigne is recognized as a leader in technology-based outreach and community engagement. For this assignment, we will work with City staff to determine requirements for a project website that can be used to provide information regarding the zoning update process and documents available for review and comment though the course of the project. As an alternative, we can work with existing City protocol to distribute materials for review through the PZC. The most appropriate approach will be determined through conversations with City staff during project initiation. 1g: map.social (Online Map-Based Engagement Platform) (Optional) Should Yorkville see value in implementing a unique project website, as described in step 1F, we will feature map.social, an interactive web-based community issues mapping tool, on the project website. Developed by Houseal Lavigne, this tool allows users to identify, map, and comment on geographic areas of concern and valued community amenities. map.social simplifies the mapping process and familiarizes users with areas the project may affect in a manner that is exciting, interactive, and effective. Input from users allows us to create a composite map of community issues to assist with the development of the UDO from the perspective of the community. Step 2: Technical Analysis & Best Practices Step 2 includes a full assessment of the current code, as well as the development of a conceptual approach to ensure that the new code addresses local issues and meets statutory requirements. 2a: Assessment of Existing Land Use Regulations A detailed and thorough review of the City’s existing ordinances, including Zoning and Subdivision Control Ordinances, Landscape Ordinance, Stormwater Management Ordinance, Appearance Code, Downtown Overlay Districts (adoption pending), and any other relevant ordinances, will be undertaken as a starting point for preparing the new ordinance. The existing code will also be evaluated with respect to the recommendations and objectives of the City’s Comprehensive Plan and other adopted policies. This step will highlight areas where the existing zoning district boundaries and related regulations are inconsistent with either what is currently built or what is envisioned as expressed in adopted plans and policies. This will establish a framework for the calibration of regulations to meet these conditions. 2b: “Best Practices” Research and Assessment Extensive research will be undertaken to assess the best practices from around the region and country relating to zoning, development, and subdivision regulations. These best practices will be evaluated for appropriateness and applicability to the Yorkville community. Traditional zoning, form-based codes, hybrid zoning, incentive zoning, planned unit development Houseal Lavigne Associates | United City of Yorkville | UDO 16 ordinances, processes and procedures will all be examined for potential application to the City, its developed areas, and its anticipated growth areas. The result of this task will be a memorandum identifying relevant best practices and their potential application in Yorkville. The memorandum will include; a summary of issues identified through workshops conducted in Steps 1a-1d, a summary of the assessment of the current code conducted in Step 2a, and a conceptual approach to the new code that will address topics related to:  District regulatory metrics and thresholds  Structure and navigability of the code document  The integration of tables, graphics and other tools to clarify regulations and standards  The use of references to other portions of the City’s municipal code  Administrative procedures and processes, permits and approvals 2c: Form-based Code Applicability Analysis – Evaluation of Neighborhoods, Corridors, Districts The United City of Yorkville is currently preparing a Downtown Overlay District with form-based regulations for Downtown Yorkville. This task will entail the evaluation and analysis of how applicable a form-based zoning approach may be to other areas of the City, such as commercial areas, corridors, residential areas and neighborhoods. It will consider the existing character of various residential and commercial areas, the vision as articulated in the Comprehensive Plan, and other factors that may impact the viability of form-based regulations and their implementation. In any case, this step will result in specific recommendations regarding the applicability and implementation of form-based regulations that will be highlighted in dialogue with the PZC as a part of Step 2e. 2d: City Staff Working Session We will conduct a working session with City staff to 1) review input and findings resulting from various workshops, staff comments and direction, the technical analysis of the existing code, and the legal review of the code, and 2) comprehensively review the existing code and identify an overall direction and outline to present to the PZC. 2e: PZC Meeting This step entails a summary presentation to the PZC of the input received and issues identified in preceding steps. A preliminary approach will be also discussed, and the PZC will be invited to provide feedback regarding the proposed conceptual direction of the new code, and its responsiveness to local issues discussed thus far. This meeting will also include a conversation regarding the recommendations developed as a part of step 2c pertaining to the applicability of further form-based regulations. Step 3: Draft District Standards & Concepts (existing Title 10: Ch. 3, 5 – 13) Step 3 includes the development of draft zoning language for all districts identified in the existing code. During this step, we anticipate regular contact with City staff to review incremental recommendations and technical language. The PZC will be engaged at key points to provide input regarding general district regulations, then other regulations that complement the functionality and character of various districts. The creation of new districts and the elimination of some existing districts may be a part of this step. Houseal Lavigne Associates | United City of Yorkville | UDO 17 3a: Draft Residential and Agricultural District Standards Preliminary Residential and Agricultural District Standards will be prepared for local consideration and discussion, based on community feedback, research and assessment, and community goals and objectives. This phase of the UDO process will focus on district issues and will be presented in an easy to use manner—enabling residents, builders, City officials, and staff to effectively implement the new regulations. This step will include use classifications and standards related to height, coverage, setback, and more. 3b: Draft Commercial and Industrial District Standards Preliminary Commercial and Industrial District Standards will be prepared, similar to Step 3a, however this phase of the UDO process will focus on the City’s non-residential areas. These draft standards are intended to respond to the needs of business owners in a manner that is balanced with other City objectives. Both the form and function of the City’s commercial and industrial areas will be effectively addressed with the new regulations, in a manner consistent with the priorities of the 2016 Comprehensive Plan. This step will include use classifications and standards related to height, coverage, setback, and more. 3c: Special District Standards (OS, Downtown Overlay) Preliminary District Standards will be prepared for special districts including Open Space, Downtown Overlay districts, and any new overlays. We will work with City staff to carefully review these districts to identify specific problems or concerns that need to be addressed and then prepare standards that improve the efficiency and effectiveness of the special districts as tools to help the City implement its priorities and Comprehensive Plan recommendations. 3d. Proposed Zoning Districts Map Consistent with proposed zoning districts, an official zoning map will be prepared for consideration. The map could reflect new districts, boundary changes to existing districts, or the elimination of some districts. 3e: Staff Review Meeting This step will include a meeting or conference call with City staff to review the draft district regulations, and any proposed map changes. Appropriate modifications will be made prior to presentation to the PZC. 3f: PZC Meeting A meeting will be conducted with the PZC to review and discuss the Draft district standards. Appropriate revisions will be made based on PZC review and discussion. Step 4: General Development Standards (exist Title 10: Ch. 14, 16-20, Landscaping, Stormwater Management, Appearance Codes) Step 4 includes the drafting of sections of the code related to “development standards of general applicability”. These will include the drafting of sections of the code and regulations that impact all districts, including regulations related to general site development standards, landscaping standards, use-specific regulations, parking design and capacity, and design and location standards. Each set of standards and regulations will include the creation of relevant graphics to illustrate regulatory concepts and standards. Houseal Lavigne Associates | United City of Yorkville | UDO 18 4a: Preliminary Amendments for Parking, Landscaping, Development Standards, etc. Preliminary amendments for several “non-district” sections of the code will be prepared for local consideration and discussion. These will likely include but not be limited to parking, loading, landscaping, telecommunications infrastructure, alternative energy, definitions, and more. This step will also involve updates and revisions to the sign ordinance. 4b: Staff Review Meeting This task will include a meeting or conference call with City staff to review the draft standards for general development. Appropriate modifications will be made prior to presentation to the PZC. Step 5: Draft Subdivision Design/Improvements (existing Title 11) Step 5 includes modifications to the subdivision code to ensure that it aligns with zoning regulations, the goals of the Comprehensive Plan, and the direction set forth for the new Unified Development Ordinance. 5a: Review of Subdivision Code for Compatibility and Best Practices This Step includes the review of the subdivision control ordinance to ensure that its procedures, requirements and standards align with the Comprehensive Plan and national best practices, as it relates to parks and infrastructure provisions, street and lot dimensions, review and permitting procedures, and approval and appeals, and more. 5b: Draft Modified Subdivision Design/Improvement Regulations This step includes the drafting of a modified subdivision code that reflects input from previous steps. 5c: Staff Review Meeting This step will include a meeting or conference call with City staff to review revisions to subdivision design/improvement regulations prior to incorporation into the Unified Development Ordinance. Appropriate modifications will be made prior to presentation to the PZC. 5d: PZC Meeting A meeting will be conducted with City staff and the PZC to review and discuss draft language developed as part of Steps 4 and 5. At this point in the process, the PZC will be engaged to discuss the regulations guiding development in each district, supplemental regulations, and subdivision regulations applicable throughout the City. Appropriate revisions will be made based on PZC review and discussion. Step 6: Administrative and Procedural Standards (existing Title 10: Ch. 1 – 2, 4, 15) Step 6 includes the drafting of sections of the code related to administrative processes and support materials. This section will seek to maximize the efficiency of zoning review so that development quality in Yorkville can be improved and permitted, including updates to non- conformity regulations, and procedural requirements for applicants, review standards, and processes for various zoning adjustments (variations, amendments, special uses, planned unit developments, and more). This step also includes the drafting of definitions that will support regulatory concepts and minimize the likelihood of inconsistent interpretation of regulations. Additionally, any relevant graphics will be created to illustrate procedural steps or concepts that Houseal Lavigne Associates | United City of Yorkville | UDO 19 could otherwise be subject to interpretation. 6a: Draft Administrative, Applications, Approval, and Procedures This step will result in recommendations for application and approval procedures. It will also include flow charts and diagrams clearly articulating such procedures in order to ensure that applicants and code administrators understand who is responsible for various recommendations or approvals. 6b: Staff Review Meeting This step will include a meeting or conference call with City staff to review the draft administrative and procedural standards. Appropriate modifications will be made prior to presentation to the PZC. 6c: PZC Meeting A meeting will be conducted with City staff and the PZC to review and discuss draft language developed as part of Step 6, as it applies to processes and procedures. Appropriate revisions will be made based on PZC review and discussion. Step 7: Draft and Final UDO Step 7 includes the delivery of the Draft Unified Development Ordinance, review and revisions to the Draft UDO, and presentation and adoption of the Final UDO. 7a: Draft UDO Ordinance The draft Unified Development Ordinance will be prepared for local consideration and discussion, based on feedback from previous steps in the planning process. 7b: Staff Review and Meeting A meeting or conference call will be conducted with City staff to review and discuss the Draft UDO. Appropriate revisions will be made based on staff review and discussion. A revised Draft UDO will be prepared for PZC review and discussion. 7c: PZC Meeting A meeting will be conducted with the PZC to review and discuss the Draft Unified Development Ordinance. Appropriate revisions will be made based on PZC feedback. 7d: Revised UDO & Final Legal Review Based on discussion and feedback from staff and the PZC, the revised draft ordinance will be prepared for public hearing. At this time, the City Attorney will also conduct a final legal review to ensure that any modifications are in line with statutory requirements. 7e: Public Hearing A Planning and Zoning Commission public hearing will be conducted consider and recommend action on the draft Unified Development Ordinance. 7f: City Council Presentation and Adoption Following the public hearing and the recommendation of the PZC, appropriate revisions will be Houseal Lavigne Associates | United City of Yorkville | UDO 20 made, and the Final Unified Development Ordinance will be presented to the City Council for adoption. Step 8: Web-Based “Smart Code” Integration Step 8 includes the creation of an online web-based “smart code” version of the UDO with interactive, site specific zoning analysis capabilities. Houseal Lavigne proposes the following web-based “smart code” option, detailed below. enCode Plus enCode Plus is a web-based document presentation and content management system that is designed to ease navigation, understanding, and use of zoning regulations. Pricing for the use of this system after the UDO is adopted varies based on yearly maintenance fees and optional features. Fees associated with these features will be directly billed from encode plus. Houseal Lavigne Associates | United City of Yorkville | UDO 21 Section 3 HOURLY RATES Houseal Lavigne Associates Hourly Rates John Houseal ........................ $205 Nik Davis ............................... $185 Carly Petersen ...................... $120 Jackie Wells .......................... $110 Trisha Stevens ...................... $110 CODE PUBLISHING SYSTEM 1415 Highway 6 South, Suite D-100 Sugar Land, Texas 77478 enCodePlus Software License (Yorkville, Illinois) Page 1 of 15 04.02.2019 enCodePlusTM Software License Advanced 180o LICENSEE: YORKVILLE, ILLINOIS This Software License (“Agreement” or “License”) is made as of the date of the last signature below, between the United City of Yorkville, an Illinois Municipal Corporation, hereinafter referred to as the “Licensee” and enCodePlus, LLC, a Texas Limited Liability Company, hereinafter referred to as “Licensor”, do hereby make and enter into the following license agreement. 1) License Grant. This is an Agreement between Licensor and Licensee, with a term as set out in Section 3, below. Licensor grants licensee a non-transferable, non-exclusive, limited, non-assignable license with no right to sublicense, to use the software covered by this Agreement pursuant to the terms of this Agreement including payment of all applicable License Fees. This License gives only certain rights to Licensee. All other rights are reserved to Licensor. 2) Software Covered by this License. The terms of this Agreement apply to Licensee’s use of the following software: Advanced 180o, including unlimited licenses seats and four hours of annual technical support. 3) Term of License. a) The term of this Agreement is the period from April 15, 2019 through April 14, 2020, and is automatically renewable annually thereafter. b) Termination, where permitted under this agreement, shall be effected by providing the other party with written notice of termination delivered at least 30 days prior to the date of termination for an early termination pursuant to this subparagraph 3.b, or two (2) months prior to the date of termination for a termination pursuant to subparagraph 3.c. Upon receipt of notice pursuant to this subparagraph to terminate this Agreement, fees for such maintenance and support paid in advance, if any, shall be returned to the Licensee on a pro rata basis. Early termination shall mean, for purposes of this Agreement, termination during the initial term of the Agreement or, in the event of an automatic renewal, termination more than six (6) months prior to the next automatic annual renewal. Early termination is permitted by either party in the event of a material breach by the other party by giving notice of termination as required in subparagraph 3.b, provided, however, no such termination shall become effective if the breaching party cures the breach within 30 days of the termination notice or, if it is not possible to fully cure the breach within said time period, commences cure and diligently pursues the same to conclusion. Licensor if, in Licensor’s sole discretion, changes in Internet technologies (including software platforms, web browsers, and other technologies that allow the Software to operate) make Licensor’s performance of this Agreement technically infeasible. CODE PUBLISHING SYSTEM 1415 Highway 6 South, Suite D-100 Sugar Land, Texas 77478 enCodePlus Software License (Yorkville, Illinois) Page 2 of 15 04.02.2019 c) Licensee may terminate this Agreement at any time and for any reason if notice of termination is delivered at least two (2) months prior to the date of termination. 4) Upon termination of this Agreement, Licensor is not obligated to return Licensee’s content to Licensee. Licensee has full, unlimited access to the content through its password-protected maintenance module. This access allows the City to export the content to Microsoft Word and Adobe PDF. Also, as set out in Section 15, Security and Backup, the Licensee may save the document at any time in HTML format or as a web archive file. Licensee is advised to keep backups of its content. For an additional fee based on Licensor’s then-current technical support rates, Licensor may offer export services to convert content into other file formats and deliver them to Licensee electronically or on optical or other solid-state media. 5) Build Fees. The fee of $1,875 for Houseal Lavigne (Consultant Partner) to draft the UDO in the online format is waived with the upgrade. The one-time build fee for the Advanced 180o features (parking, shared parking, landscaping, bufferyard, signage, development yield, and f ee calculators) is $17,500, less a $2,625 discount (15%) for a total build amount of $14,875. The build fees are due as follows: a) Execution of Agreement: 50% ($7,438) b) Delivery: 50% ($7,437) 6) Exclusions. This license excludes the following features: AppTrak+, Custom Site Design, Project Website, GIS and MLS integration, Escrow, MuniPro, Cloud Library, Definition Library, and Auto -Notification. 7) License Fees. The annual license fee, payable upon execution of this License and each subsequent year that this License is renewed, is $5,250. 8) Subsequent years: The license fee for the 2020-2021 license year and subsequent years will be the standard license fee that enCodePlus, LLC charges for comparable Advanced 180o implementations. a) Subsequent Years: Licensor will notify the City in writing at least two months in advance of the first date of the contract term regarding the amount of the annual license fee for subsequent license years. If Licensor fails to provide such timely notice, then the Licensee shall pay either the amount identified in subparagraph 7, or the amount identified in Licensor’s defective notice for such one-year term, whichever is less. b) As applicable, the annual escrow fee payment set forth in Section 19 is due and payable with the annual license fee. c) If any payment due under this Agreement ("Payment Due") is more than 15 days past due, a fee of 10% (ten percent) of the Payment Due shall be paid by Licensee as an Administrative Fee in addition to the Payment Due. If Payment Due is more than 30 days late, the Administrative Fee shall be 20% in addition to the Payment Due. If Payment Due is more than 45 days late, the enCodePlus site will be taken off line, and will not be restored until the Payments Due and any Administrative Fees associated with each Payment Due has been paid in full. CODE PUBLISHING SYSTEM 1415 Highway 6 South, Suite D-100 Sugar Land, Texas 77478 enCodePlus Software License (Yorkville, Illinois) Page 3 of 15 04.02.2019 9) Scope of License / Use of Software. The Software is an Internet-based information processing and publication service that uses content created by Licensee, or by Licensor under separate agreement with Licensee. Licensor will provide Licensee access to the Internet-based interfaces, including password-protected access to maintenance features, as may be applicable to the Software. Licensee may use the Software through its Internet- based interfaces as follows: a) encodePlusTM may be used to develop, view, access, use, print, copy, edit, publish, utilize, administer, amend, repeal, and solicit, and process comments on the Unified Development Ordinance; and b) Other uses as prescribed by this or subsequent agreements between Licensor and Licensee. 10) Limitations on Use of Software. Licensee must not: a) Reverse engineer, reverse assemble, decompile or disassemble the Software, or otherwise attempt to derive source code from the Software or any component thereof; b) Publish or distribute materials for which Licensee does not have intellectual property rights, or which are outside of the scope of this License; c) Access the server-side programs and source code upon which the Software is based, except to use the Internet-based interfaces provided by Licensor, and except for the HTML and browser-based script code that the server-side programs generate and deliver to end-users; d) Alter the functionality of the software including by composition or injection of unapproved software or services; e) Copy, reproduce, modify, sell, lease, sub-license, market, or commercially exploit in any way the Software or any component thereof (including the further distribution or blank forms or templates) other than as expressly agreed to in this Agreement; and f) Use, or permit the use of, the Software except within the scope set out in Section 8. Licensee agrees that it shall not provide access to or perform services for third parties using the Software including, but not limited to, any service bureau, time-sharing, lease, distribution or re-sale, rental, application service provider arrangement, or any other arrangement. 11) Warranty Against Infringement. a) Licensor warrants that the copyright in and to the Software is owned by Licensor or is distributed by Licensor under a valid current license, that it has the right to license the Software, and that there are no pending liens, claims, or encumbrances against the Software or Licensor pertaining to the Software. Licensor agrees to notify Licensee of any actual or anticipated claims made against it or its customers for patent or copyright infringement in the use of the Software. Licensor agrees to indemnify, h old harmless, and defend Licensee against any and all patent or copyright infringement claims that may be brought against Licensee as the result of its use of the Software as authorized by this License. Licensee shall have the right to participate in the defense of any such claims for patent or copyright infringement at Licensee's cost and expense. In the event that it is determined that the Software infringes on any patent or copyright, CODE PUBLISHING SYSTEM 1415 Highway 6 South, Suite D-100 Sugar Land, Texas 77478 enCodePlus Software License (Yorkville, Illinois) Page 4 of 15 04.02.2019 Licensor may (i) procure for the Licensee the right to continue using the Software; (ii) modify the Software so that it becomes non-infringing but continues to provide the same functionality as the original Software; (iii) replace the software with non-infringing software that continues to provide the same functionality as the original Software; or (iv) if modification or replacement cannot be accomplished in a manner that continues to provide the same functionality, Licensee may terminate this License and Licensor will refund to Licensee its pro-rated license fee for the balance of the year in which the infringement was determined. b) Licensee warrants that the copyright in and to the Content created and/or provided by Licensee for Licensor to use in the Software ("Licensee Content") is owned by Licensee or is published or distributed by Licensee under a valid current license, that Licensee has the right to license, use, publish or distribute the Licensee Content it provides to Licensor for use in the Software, and that there are no pending liens, claims, or encumbrances against the Licensee Content or Licensee pertaining to the Licensee Content. Licensee grants to Licensor a royalty-free, non-exclusive license: to use the Licensee Content for any purposes, including, without limitation, using, accessing, reproducing or displaying the Licensee Content within the Licensor's enCodePlusTM Software; to reproduce the Licensee Content; to prepare derivative works based upon the Licensee Content; to distribute copies of the Licensee Content; to publish the Licensee Content; and to display the Licensee Content. Licensee agrees to notify Licensor of any actual or anticipated claims made against it or its customers for patent or copyright infringement in the use of the Licensee Content. Licensor shall have the right to participate in the defense of any claims for patent or copyright infringement at Licensor's cost and expense. In the event that it is determined that the Licensee Content infringes on any patent or copyright, Licensee may (i) procure for the Licensor the right to continue using the Licensee Content; (ii) modify the Licensee Content so that it becomes non -infringing but continues to provide the same functionality as the original Licensee Content; (iii) replace the Licensee Content with non -infringing content that continues to provide the same functionality as the original content; or (iv) if modification or replacement cannot be accomplished in a manner that continues to provide the same functionality, Licensor may terminate this License. 12) Limitations of Software. The Software is provided to facilitate access to information via the Internet. The Software is not a substitute for human judgment, which is necessary for administration of ordinances , plans, and administrative rules. 13) Technical Support. a) Included with the Advanced 180o license is four hours of annual technical support. Licensor will provide technical support at a rate of $100 per hour ($175 per hour for GIS technical support) for additional hours of support. Thereafter, technical support fees are subject to annual adjustment, and will be based on the standard schedule of professional fees for the year in which the support occurs. b) Licensor agrees to provide telephone or web-based technical support regarding the use of service to Licensee within two business days of telephone contact by Licensee during Licensor’s business hours, or at a mutually agreeable time. Licensor makes no promises as to the duration of a resolution, except that CODE PUBLISHING SYSTEM 1415 Highway 6 South, Suite D-100 Sugar Land, Texas 77478 enCodePlus Software License (Yorkville, Illinois) Page 5 of 15 04.02.2019 Licensor shall expedite the resolution to the best of its reasonable ability, and Licensor may deem a request as unresolvable. c) With respect to addressing errors which may arise in the Software, Licensor agrees to commence its best efforts to resolve such errors as soon as reasonably possible after notice by Licensee . Generally, Licensor will commence error resolution on the same day as the notice, and if reasonably practicable, will provide Licensee with Licensor’s best good-faith estimate of the time which will be required to resolve the error. Licensee shall not be charged any technical support fee or other charge for addressing or correcting errors in the Software itself. d) Failure of Licensor to achieve the technical support response times set out in S ubsections 12.b. and 12.c. shall not constitute a material breach of this Agreement. 14) Annual License Fee Discounts for Major Service Interruptions Due to Changes by Licensor. a) There will be reductions in the annual license fee if there is a complete inability to use both the user module and the maintenance module (hereinafter “major service interruption”) of the Software as a result of changes to the Software made by Licensor, as follows: i. If a major service interruption lasts more than two, but less than five consecutive days, the annual license fee for the following license year will be reduced by 10 percent. ii. If a major service interruption lasts more than five days, but less than 14 consecutive days, the annual license fee for the following license year will be reduced by 25 percent. iii. If a major service interruption lasts more than 14 days, but less than 30 consecutive days, the annual license fee for the following license year will be reduced by 50 percent. b) If a major service interruption lasts more than 30 consecutive days, the annual license fee for the following license year shall be waived. c) The reductions of license fees that are provided by this Section are not cumulative. If more than one service interruption occurs during a license year, then only the discount that applies to the longest of the service interruptions shall be applied. d) This Section does not apply to outages that are attributable to failures of a third-party Internet Service Provider that hosts the Software. e) If a failure by a third-party Internet Service Provider impacts the use of the Software for more than five consecutive days, Licensor will seek another Internet Service Provider to host the Software. The selection of a new Internet Service Provider will be in Licensor’s sole discretion, however, Licensor will seek quality providers with secure data centers, geographic redundancy, the ability to bring up new instances in a short time frame, and excluding planned downtime, either 99.9 percent or greater guarantee for storage uptime or a strong track-record of service reliability. CODE PUBLISHING SYSTEM 1415 Highway 6 South, Suite D-100 Sugar Land, Texas 77478 enCodePlus Software License (Yorkville, Illinois) Page 6 of 15 04.02.2019 15) Updates and Upgrades. a) Licensor will keep the Software in operational condition on a server hosted by Licensor or a third-party Internet Service Provider. Although Licensor selects its Internet Service Providers based on their reputation for reliability and service, Licensor does not guarantee 100 percent uptime. Licensor will promptly notify the Licensor’s contact listed in Section 24 by electronic mail if its Internet Service Provider or third-party hosting service experiences an outage that prevents or severely limits access to the Software for a period in excess of 15 minutes per day or cumulative period in excess of 15 minutes per day . b) Licensor may, at its sole option, apply minor updates from time to time and will provide notice to Licensee within two business days of applying minor updates. Generally, minor updates are those updates which ensure compatibility with server or browser technologies or provide additional data security or enhance system stability or operability of the software. c) Licensor may develop major upgrades to the functionality or interfaces of the software from time to time and will provide notice to Licensee within two business days before applying major upgrades. Such major upgrades that affect data security, system compatibility or stability, or operability will be offered at no additional cost during the term of this Agreement. Major upgrades that include functional changes, such as new or customized features, may be offered to Licensee for an additional fee (which may include an additional annual license fee) to be determined by Licensor when they are released. The Licensee may choose to accept or deny major upgrades that involve new or customized features requiring an additional fee. If Licensee declines a major upgrade, Licensee’s software version will be maintained intact through the license term. d) The Software requires the use of an Internet browser. As of the effective date of this Software License, the Software is fully operable using Microsoft Internet Explorer (IE) 10 and 11. The browser version is supported by the current and one previous major version. On an additional fee basis, Licensee may include a rider to this Agreement to maintain the operability of previous versions other than those provided for in this Agreement. Other browsers supported for desktop editions include FireFox, Chrome, and Safari. Licensor does not guarantee full operability in all browsers, because browser technology changes from time to time. e) Licensor may from time to time, in its sole discretion, change some or all of the functionality or any component of the Software or make any modification for the purpose of improving the performance, service quality, error correction or to maintain the responsiveness of the Software. Such changes shall not negatively impair the overall functionality of the Software. 16) Security and Backup. a) Licensor provides password-level security to the maintenance module of the Software, which allows Licensee to edit regulatory text, upload and link to graphics and multimedia components, create usernames and passwords for Licensee’s staff, and review and respond to public comments. Licensee is responsible CODE PUBLISHING SYSTEM 1415 Highway 6 South, Suite D-100 Sugar Land, Texas 77478 enCodePlus Software License (Yorkville, Illinois) Page 7 of 15 04.02.2019 for the securing of passwords and preventing their unauthorized use . Licensee may not select a username which is identical to that used by another person or use a username which is in the sole opinion of Licensor offensive or inappropriate. Licensee shall be solely responsible for maintaining the confidentiality of their password. Licensee is solely responsible for all usage or activity on Licensee’s account, including but not limited to use of Licensee’s account, Licensee’s user name, and Licensee’s password by any third party. Any fraudulent, abusive, or otherwise illegal activity may be grounds for termination of Licensee’s account, in Licensor’s sole discretion, and Licensor may refer Licensee to appropriate law enforcement agencies. b) Licensee is advised to maintain a current off -line backup of the data stored in the Software. A complete version of the published code document is available at: http://online.enCodePlus.com/regs/yorkville- il/maintain/allcodepub.asp. This document may be saved as a web archive file. 17) Ownership of Content. a) Licensee is the sole owner of all documents and information provided by Licensee that will be accessed by Licensee and others through use of the Software. Nothing in this License grants Licensor any interest in said documents and information and the Licensee has the sole rights to use and to authorize others to use the documents and information regardless of whether this License remains in effect. b) Licensor may post “terms of service” on web pages that are used to access the Software, which may disclaim: (1) any interest of Licensor in Licensee’s contents; (2) any liability for use of Licensor’s contents; and (3) any damages that may occur due to malware, viruses, or other malicious code that may be accessible through Licensee’s content. c) Licensor will not charge for public access to Licensee’s content. However, Licensor may develop fee-based services, such as automatic notification of code updates. If Licensor develops such services, they will be considered a “major upgrade,” and Licensor will negotiate with Licensee with respect to pricing and distribution of proceeds. 18) Intellectual Property Rights. Licensor shall retain all ownership, title, copyright, patent, trademark, and other proprietary rights in and to the Software and any component thereof, and all content, features, and functionalities of the Software. Licensee does not acquire any rights, express or implied, in the Software, other than those specified in this Agreement. 19) Software Escrow. If selected as an option and reflected in Paragraph 5, Build Fees, Licensor shall place all source code constituting and relating to the Software into an escrow account pursuant to the terms of an escrow agreement (the “Escrow Agreement”) to be entered into between Licensor and the escrow agent (the “Escrow Agent”) which shall name Licensee as a beneficiary; provided, however, that the Escrow Agree ment shall contain substantially the following conditions with respect to release of escrow to Licensee: (i) Licensor is adjudged bankrupt, and/or (ii) in the event of a catastrophic l oss which terminates Licensor’s operations, then Licensee shall have a non-exclusive, royalty-free, perpetual, worldwide license to use the source code released CODE PUBLISHING SYSTEM 1415 Highway 6 South, Suite D-100 Sugar Land, Texas 77478 enCodePlus Software License (Yorkville, Illinois) Page 8 of 15 04.02.2019 from the escrow in its sole discretion, solely for its own internal use and not for any resell, license , or sub- license. In consideration of Licensor placing the source code in escrow, Licensee will pay an annual escrow fee of $1,000, plus a $500 escrow initiation fee, for the first license year and an annual source code escrow fee of $1,000 thereafter. All charges for additional services which may be requested from the escrow company by Licensee as a beneficiary to the escrow agreement shall be payable by Licensee. 20) LIMITATION OF LIABILITY. Neither Licensor not Licensee shall be liable to the other party for special, incidental, indirect, or consequential damages for any loss or claim by either party. 21) LIMITATION OF DAMAGES. Except as provided in Sections 9, 10 and 11, and except for bodily injury or violations of Section 21, it is understood and agreed that neither party’s liability, whether in contract or tort, shall exceed the amount received by Licensor from Licensee for the license year in which a cause of action arose, the license fee stated in Subsection 7 is consideration in limiting damages available to each party. 22) Confidential Information. a) For purposes of this Agreement, “Confidential Information” means any software program(s) for electronic data processing and the documentation thereof, and plans, designs, drawings, specifications and trade secrets prepared by Licensor and which remain the property of Licensor. b) Each party acknowledges that Confidential Information may be exchanged between the parties pursuant to this Agreement. Each party shall use no less than the same means it uses to protect its similar confidential and proprietary information, but in any event not less than reasonable means, to prevent the disclosure and to protect the confidentiality of the Confidential Information of the other party. Each party agrees that it will not disclose or use the Confidential Information of the other party except for the purposes of this Agreement. Licensee expressly agrees that, unless ordered by a court of competent jurisdiction, it will not disclose any confidential information, as defined herein, without first obtaining the approval of Licensor in writing. Licensee will promptly report to Licensor any disclosure of Licensor’s Confidential Information that the Licensee becomes aware of and provide reasona ble assistance to Licensor in the investigation and prosecution of any such unauthorized use or disclosure. c) Notwithstanding the foregoing, the recipient of Confidential Information may use or disclose the Confidential Information to the extent that such Co nfidential Information is: (i) already known by the recipient without an obligation of confidentiality, (ii) publicly known or becomes publicly known through no unauthorized act of the recipient, (iii) rightfully received from a third party without any obligation of confidentiality, (iv) independently developed by the recipient without use of the Confidential Information of the disclosing party, (v) approved by the disclosing party for disclosure, or (vi) required to be disclosed pursuant to a requirement of a governmental agency or law so long as the recipient provides the disclosing party with notice of such requirement prior to any such disclosure and takes reasonable steps available to maintain the information in confidence, including allowing the disclosing party to participate in proceedings to defend the confidentiality of the Confidential Information should the Licensee decide to do so in its discretion. CODE PUBLISHING SYSTEM 1415 Highway 6 South, Suite D-100 Sugar Land, Texas 77478 enCodePlus Software License (Yorkville, Illinois) Page 9 of 15 04.02.2019 d) Licensor acknowledges that Licensee is a public entity subject to the requirements of the Illinois Freedom of Information Act and that Licensee shall endeavor to maintain the confidentiality of the Confidential Information of Licensor subject to the requirements of the Illinois Freedom of Information Act and except to the extent, Licensee’s employees have a need to access such Licensor Confidential Information in order to enable the Licensee to exercise its rights under this Agreement. Nothing in this Paragraph shall be construed to relieve Licensee of any of the duties and provisions of Subsection 22.b., above. Licensee agrees to notify the Licensor of its intent to provide information relating to this Agreement or the software pursuant to a public information request which the Licensee has determined does not constitut e confidential information. It is the responsibility of Licensor to seek injunctive relief if the Licensor and Licensee disagree on what constitutes confidential information which Licensee shall not disclose in response to an open records request. e) Licensee agrees not to use, or allow its employees or independent contractors to use, the Software and / or Licensor’s Confidential Information to create any computer software or documentation that is substantially similar to the Software or its related documentation. 23) Return of Confidential Information. Upon the termination of this Agreement for any reason whatsoever, each party may request of the other that all documents, information, data, and/or software however recorded, which contain any of the other’s Confidential Information be returned, provided that the party shall be entitled to charge a reasonable fees and materials charge for doing so. If no request is received for the return of Confidential Information within thirty (30) days of the termination of this Agreement, the Confidential Information shall be destroyed within a reasonable time thereafter and shall not be used for any purpose whatsoever. 24) Notices. a) Generally. Except as provided in Subsection 22.b., notices delivered pursuant to this Agreement shall be sent to the people and addresses shown in this Section. Generally, notices shall be delivered by First Class Mail or courier service. Such notice shall be deemed to have been given when deposited in the United States Mail or courier service properly addressed to the intended recipient. To Licensor To Licensee Bret C. Keast, AICP, President enCodePlus, LLC 1415 Highway 6, Suite A-300 Sugar Land, TX 77478 Tel: (281) 302-5847 Email: bret@enCodePlus.com With copy to: William G. Harger, Attorney at Law William G. Harger & Associates, PLLC 704 Main Street Krysti J. Barksdale-Noble, AICP, CD Director United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 Tel: (630) 553-8573 Email: noble@yorkville.il.us With a copy to: Kathleen Field Orr Kathleen Field Orr & Associates 53 West Jackson Blvd. CODE PUBLISHING SYSTEM 1415 Highway 6 South, Suite D-100 Sugar Land, Texas 77478 enCodePlus Software License (Yorkville, Illinois) Page 10 of 15 04.02.2019 Richmond, Texas 77469 Tel: (281) 202-6000 Fax: (281) 715-4343 fax Email: harger@hargerlaw.com m Suite 964 Chicago, Illinois 60604 Tel: (312) 382-2113 Email: kfo@kfoassoc.com b) Upgrades, Maintenance, Service Interruptions, and Planned Outages. Notices regarding upgrades, maintenance, service interruptions, and planned outages shall be delivered by electronic mail to the Senior Planner or designee. Licensee may change the individuals who receive notice pursuant to this subsection by electronic mail notice to Licensor. 25) Assignment. Licensor may not assign its rights and obligations under this Agreement without prior written notice to Licensee no less than 30 days prior to assignment. Licensee may thereafter continue with the terms of this Agreement attempt to renegotiate with the assignee, or terminate this license pursuant to the provisions of Section 3, Term of License. 26) Third Party Beneficiaries. There are no third-party beneficiaries to this Agreement. 27) No Waiver. The failure of either party to exercise or enforce any right or provision of this Agreement shall not constitute a waiver of such right or provision. 28) Effective Date. The effective date shall be the date on which the Licensee executes this Agreement, or such other date as may be agreed to by the parties and indicated as “Effective Date” below. a) Licensor and Licensee agree that this Agreement shall be construed in accordance with the laws of the State of Illinois. Venue for all actions brought pursuant to this agreement is in Kendall County, Illinois; and all parties consent to Kendall County, Illinois, being the exclusive jurisdiction to resolve said claims or controversies arising pursuant to this agreement. The parties will attempt in good faith to resolve any controversy or claim arising out of or relating to this Agreement promptly by negotiation between senior executives of the parties who have the authority to settle the controversy. b) The disputing party shall give the other party written notice of the dispute. The other party shall respond in writing within 10 days after receipt of said notice. The notice and response shall include: (1) a statement of the party’s position and a summary of the facts and arguments supporting its position; and (2) the name and title of the executive who will represent the party. The executives shall meet at a mutually acceptable time and place within 20 days of the date of the disputing party’s notice and thereafter as often a s they reasonably deem necessary to exchange relevant information and to attempt to resolve the dispute. c) If the matter has not been resolved within 90 days of the commencement of such procedure, parties may bring their claim in a court of law. Venue for all actions brought pursuant to this agreement is in Kendall County, Illinois; and all parties consent to Kendall County, Illinois, being the exclusive jurisdiction to resolve said claims or controversies arising pursuant to this agreement. CODE PUBLISHING SYSTEM 1415 Highway 6 South, Suite D-100 Sugar Land, Texas 77478 enCodePlus Software License (Yorkville, Illinois) Page 11 of 15 04.02.2019 d) Nothing in this Section shall prevent a Party from bringing an action for injunctive relief if such relief is necessary for the protection of a right or property or proprietary information which might be lost absent such relief. 29) Integration. This Agreement constitutes the entire agreement between the parties with regard to the subject matter hereof and thereof. This Agreement supersedes all previous agreements between or among the parties. There are no agreements, representations, or warranties between or among the parties other than those set forth in this Agreement or the documents and agreements referred to in this Agreement. 30) Force Majeure. Neither party shall not be deemed in default of this Agreement to the extent that performance of its obligations or attempts to cure any breach are delayed or prevented by reason of any act of God, fire, natural disaster, or act of government provided that written notice thereof is provided to the other party promptly upon discovery thereof and uses its best efforts to cure the delay. 31) Amendments and Modifications. Together with the separately executed Professional Services Agreement for the Unified Development Ordinance regarding the build fees set out in Paragraph 5, this Agreement constitutes the parties’ entire agreement. No amendment, modification, or supplement to this Agreement shall be binding on any of the parties unless it is in writing and signed by the parties. 32) General Interpretation. The terms of this Agreement have been negotiated by the parties hereto and the language used in this Agreement shall be deemed to be the language chosen by the parties hereto to express their mutual intent. This Agreement shall be construed without regard to any presumption or rule requiring construction against the party causing such instrument or any portion thereof to be drafted, or in favor of the party receiving a particular benefit under the agreement. No rule of strict construction will be appli ed against any person. 33) Further Assurances. Each of the parties agree to take such further action to execute and deliver such additional documents as may be reasonably required to them to effectuate the purpose and intent of this Agreement. 34) Severability. If any term or provision of this Agreement is determined to be illegal, unenforceable, or invalid in whole or in part for any reason, such illegal, unenforceable, or invalid provisions or part thereof shall be stricken from this Agreement, and such provision shall not affect the legality, enforceability, or validity of the remainder of this Agreement. If any provision or part thereof of this Agreement is stricken in accordance with the provisions of this section, then this stricken provision shall be replaced, to the extent possible, with a legal, enforceable, and valid provision that is as similar in tenor to the stricken provision as is legally possible. CODE PUBLISHING SYSTEM 1415 Highway 6 South, Suite D-100 Sugar Land, Texas 77478 enCodePlus Software License (Yorkville, Illinois) Page 12 of 15 04.02.2019 April 15, 2019 Effective Date enCodePlus, LLC Licensee Licensor Authorized Agent Signature Authorized Agent Signature Bret C. Keast, President Authorized Agent (Typed) Authorized Agent (Typed) Date Date CODE PUBLISHING SYSTEM 1415 Highway 6 South, Suite D-100 Sugar Land, Texas 77478 enCodePlus Software License (Yorkville, Illinois) Page 13 of 15 04.02.2019 EXHIBIT A REQUEST FOR USER NAME AND PASSWORD The City of Yorkville, Illinois (“Licensee”) requests that a new password be issued by enCodePlus, LLC (“Licensor”) for the benefit of Licensee to enable the undersigned user (“User”) to access and use the maintenance module and User Guide for the software program. Licensee and the undersigned agree to comply with the below provisions of the license agreement between Licensor and Licensee: Licensee agrees that each of Licensee’s employees having administrative or maintenance access to the Software, and at the full discretion of Licensor, contract workers and any third parties acting on behalf of Licensee or any other person or entity acting as an agent for Licensee in any capacity, shall be identified to Licensor and issued a unique password. Each person receiving a password must first complete and sign the user acknowledgment form below. Submission of such acknowledgment form will constitute a request by Licensee for issuance of a new password for a particular individual, and upon receipt of a completed acknowledgment form, Licensor will issue a password for that individual user. Passwords are not transferable. When Licensee becomes aware that a user will no longer need a password, for any reason, Licensee agrees to immediately notify Licensor that the password is no longer active. Any replacement users will be issued a new password. Licensee assumes full responsibility for any improper use of a password issued at the request of Licensee, and indemnifies Licensor from any loss by or damage to Licensor that may occur as a result of an improper use of any such password. The undersigned supervisor and each licensed user agree to the terms of this Agreement and are responsible for the User’s compliance. _________________________________________________________ SUPERVISOR Printed name:____________________________________________ Date:____________________________________________________ CODE PUBLISHING SYSTEM 1415 Highway 6 South, Suite D-100 Sugar Land, Texas 77478 enCodePlus Software License (Yorkville, Illinois) Page 14 of 15 04.02.2019 _______________________________________________________ USER NO. 1 Printed name:____________________________________________ Date:____________________________________________________ User’s address:___________________________________________ __________________________________________ __________________________________________ User’s relationship to Licensee:______________________________ Username: ______________________________________________ User’s password: _________________________________________ ________________________________________________________ USER NO. 2 Printed name:____________________________________________ Date:___________________________________________________ User’s address:__________________________________________ _________________________________________ _________________________________________ User’s relationship to Licensee:____________________________ Username: ______________________________________________ User’s password: _________________________________________ CODE PUBLISHING SYSTEM 1415 Highway 6 South, Suite D-100 Sugar Land, Texas 77478 enCodePlus Software License (Yorkville, Illinois) Page 15 of 15 04.02.2019 ________________________________________________________ USER NO. 3 Printed name:____________________________________________ Date:___________________________________________________ User’s address:__________________________________________ _________________________________________ _________________________________________ User’s relationship to Licensee:____________________________ Username: ______________________________________________ User’s password: _________________________________________ ________________________________________________________ USER NO. 4 Printed name:____________________________________________ Date:___________________________________________________ User’s address:__________________________________________ _________________________________________ _________________________________________ User’s relationship to Licensee:____________________________ Username: ______________________________________________ User’s password: _________________________________________ 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 2019-47 Revising 4.18 Travel, Lodging and Meal Policy to the Employee Manual City Council – September 10, 2019 N/A Majority Approval Consideration of amending the Travel, Lodging and Meal Policy Erin Willrett Administration Name Department Summary Revising Section 4.18 Lodging, Travel and Meal Expenses to the Employee Manual. Background This item was last discussed by the City Council in January 2017, when the City Council approved a policy addressing the State’s Travel Expense Control Act. Under that policy, the City’s meal reimbursement process involves a per diem reimbursement of up to $40 per day, with pro-rated charges for breakfast, lunch and dinner during partial travel days. The process for this reimbursement requires the employee to have a City credit card or to use their own funds and seek reimbursement after the fact. Either of those options requires some modest effort by City staff to administer the policy. This policy also does not allow for variability in the per diem cost, when meals may be vastly different in average prices throughout the country. Based on feedback from employees over the past few years, we propose to keep the existing reimbursement process in place, but tie the maximum per diem to the limits set in place by the US General Services Administration (available here https://www.gsa.gov/travel/plan-book/per-diem-rates). Additionally, we propose to add an option where employees can seek an upfront cash payout for the per diems in advance of their travel. For this option, employees would still need to submit documentation (proposed expense form is attached) on per diems for meals if they want the payment to remain non- taxable. These changes are reflected in the attached red-lined version of the manual. Recommendation Staff recommends amending Section 4.18 Lodging, Travel and Meal Expenses 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 4.18 Lodging, Travel and Meal Expenses, United City of Yorkville Employee Manual Section 4.18 Lodging, Travel, and Meal Expenses Meals are reimbursed on a per diem basis, at a maximum set by the Meals and Incidental Expenses Breakdown as published by the US General Services Administration. Meals included with the price of registration for an event will not be included in the per diem. Meal payments shall be processed, at the per diem rate, as a reimbursement after the event from petty cash or by requesting a check from the Finance Department in advance of the event. For multiple‐day seminars or conferences, the allowance for the day of departure and day of return shall be pro‐rated at 75% of the daily rate available pursuant to the federal tax code for this purpose. In no instances shall per diems be used to purchase alcoholic beverages, whether or not the consumption occurs during meal‐time. Attached as Appendix “X” is the form to submit for reimbursement. on a per diem basis, at a maximum of $40 per day. Meals included with the price of registration for an event will not be included in the per diem. Meal payments shall be processed as a reimbursement after the event from petty cash or by requesting a check from the Finance Department; or employees shall be issued a City credit card, if feasible, for use at the event. For multiple‐day seminars or conferences, the allowance for the day of departure and day of return shall be pro‐rated based upon the number of meals required away from home. For these pro‐rated allowances, breakfast shall be $10, lunch $10, and dinner $20 per day. In no instances shall per diems be used to purchase alcoholic beverages, whether or not the consumption occurs during meal‐time. Maximum lodging rates shall be set at the conference‐host hotel rate, or in absence of a conference, $150 per night. Department head approval must be obtained for any and all increases to this amount for lodging. To minimize travel costs while at conferences, employees are encouraged to ask the hotel for government‐rates and to stay at the conference‐host hotels. At conferences, employees are allowed to stay at any other hotel of their choice, so long as the hotel rate is equal or cheaper than the conference‐ host hotel rate. PART I. Authorization To Travel ACCOUNT NUMBER PURPOSE OF TRAVEL: DESTINATION:NUMBER OF DAYS: DEPARTURE DATE: RETURN DATE: TRAVEL AUTHORIZATION APPROVED: SUN MON TUE WED THUR FRI SAT TOTALS TRANSPORTATION AIR / GROUND:$0.00 PARKING AND TOLLS:$0.00 MILEAGE ON PERSONAL VEHICLE: LODGING $0.00 MEALS BREAKFAST:$0.00 LUNCH:$0.00 DINNER:$0.00 REGISTRATION FEES $0.00 INCIDENTAL PER DIEM $0.00 MISCELLANEOUS $0.00 TOTALS:$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 _____________________________________________________________ _______________________________________________________________ Date DateDepartment Head DEPARTMENT:TITLE: UNITED CITY OF YORKVILLE TRAVEL AUTHORIZATION & EXPENSE REPORT EMPLOYEE NAME: _______________________________________________________________________ I certify that the above expenses were incurred while conducting City business. Employee Date Department Head APPROVED: LESS TOTAL PAID VIA CITY CREDIT CARD TOTAL AMOUNT DUE: LESS ADVANCE: (Insert Per Diem Rates per www.GSA.gov/travel- resources) LESS TOTAL PAID DIRECTLY BY CITY $0.00 (2019 IRS Business Mileage Rate is $0.58/mile) PART II. Expense Report - Upon return, Submit a copy of the appropriate receipt with all requests for reimbursement other than per diems. If the original receipt is lost, worn or non-existent, indicate that on the form below. Your signature below certifies you represent the expenses were actually incurred while conducting City business. No receipts are needed for per diems. 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 Expenses 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 4.18 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 4.18 of the United City of Yorkville Employee Manual in the form 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. Resolution No. 2019-___ Page 2 ______________________________ 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/gov_officials.php Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: See attached memorandum. Reviewed By: Legal Finance Engineer City Administrator 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 10, 2019 7/26/2011 Approval of 2009 International Codes EDC 2011-20 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. 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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. 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 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. 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 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. 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 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. 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 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 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 2019-19 and EDC 2019-63 PZC 2019-19 Lenny’s Gas N Wash Waterpark Way (Special Use, Sign Variance, Plat) City Council – September 10, 2019 Majority Vote Memo explains PZC 2019-19 for Lenny’s Gas N Wash Jason Engberg Community Development Name Department SUMMARY: The petitioner, Leonard McEnery, on behalf of Lenny’s Gas N Wash, LLC, has filed an application requesting special use permit and final plat approval pursuant to Section 10-6-0 of the Yorkville City Code for a gasoline service station with accessory convenience store and ancillary car wash. The petitioner is also seeking sign variance approval to increase the maximum sign area for a monument sign in a business district from 64 square feet to 107 square feet. The property is zoned B-3 General Business District and is located at the northeast corner of the State Route 47 (Bridge Street) and Waterpark Way intersection. This property will be a subdivision of the larger, approximately 72-acre, O’Keefe property which was originally annexed into the City in 2006 via Ordinances 2006-101 and 2006-102. PLANNING AND ZONING COMMISSION: The Planning and Zoning Commission held a public hearing for the proposed special use authorization and sign variance request. 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 Special Use In consideration of testimony presented during a Public Hearing on August 14, 2019 and approval of the findings of fact, the Planning and Zoning Commission recommends approval to the City Council of a request for Special Use authorization for a fuel/gasoline service station with accessory car wash to be located at the northeast corner of State Route 47 and Waterpark Way subject to the conditions enumerated in a staff memorandum dated August 7, 2019. Action Item: Olson-aye; Williams-aye; Hyett-aye; Marcum-aye 4 ayes; 0 nay Motion for Sign Variance In consideration of testimony presented during a Public Hearing on August 14, 2019 and approval of the findings of fact, the Planning and Zoning Commission recommends approval of a request to vary the sign regulations contained in Section 10-20-9-A of the United City of Yorkville Zoning Ordinance to permit a free standing monument sign in a business district to be larger than 64 square feet in sign area subject to the conditions enumerated in a staff memorandum dated August 7, 2019. Action Item: Olson-aye; Williams-aye; Hyett-aye; Marcum-aye 4 ayes; 0 nay Memorandum To: City Council From: Jason Engberg, Senior Planner CC: Bart Olson, City Administrator Krysti J. Barksdale-Noble, Community Development Director Date: September 3, 2019 Subject: PZC 2019-19 Lenny’s Gas N Wash – Waterpark Way Proposed New Fuel Station & Convenience Store (Special Use, Sign Variance & Final Plat) Motion for Final Plat The Planning and Zoning Commission recommends approval to the City Council of a request for Final Plat of Subdivision of the Lenny’s Gas N Wash in Yorkville subject to final engineering approval as enumerated in a letter from Engineering Enterprise Incorporated dated June 9, 2019 and August 7, 2019 and subject to the conditions enumerated in a staff memorandum dated August 7, 2019 Action Item: Olson-aye; Williams-aye; Hyett-aye; Marcum-aye 4 ayes; 0 nay ATTACHMENTS: 1. Petitioner Applications 2. ALTA Survey 3. Gas N Wash Final Plat (8-21-19 submission) 4. Gas N Wash Preliminary Site Plans (8-21-19 submission) 5. Gas N Wash Landscape Plan (8-21-19 submission) 6. Gas N Wash Elevations (7-19-19 submission) 7. Gas N Wash Photometric Plan (8-21-19 submission) 8. Gas N Wash Renderings (7-19-19 submission) 9. Gas N Wash Sign Package (7-19-19 submission) 10. Engineering Enterprise Review June 9, 2019 11. Engineering Enterprise Review August 7, 2019 12. Draft Ordinances PIN - 02-09-100-003-0000IL R O U T E 4 7 W A T E R P A R KNOBUILDINGSOBSERVEDPART OF5.63 ACW A YDATEBYDESCRIPTIONCK. BY:FILE:DR. BY:DATE ISSUED:ORDERED BY:JOB NO.:PG:CIVIL ENGINEERINGSURVEYINGM GINGERICH GEREAUX & ASSOCIATESProfessional Design Firm License # 184.005003P. 815-478-9680 www.mg2a.com F. 815-478-968525620 S. GOUGAR RD | MANHATTAN, IL. 604422MGAGAS N WASHNIBRFS06-08-20191 of 119-45135-3558PROFESSIONALLANDSURVEYORSTATE OFILLINOIS ROB E R T F. SLUIS MANHATTAN, I LL I NOIS Legend of Symbols & AbbreviationsUN2Items Corresponding to Schedule BUtility NotesCALL "J.U.L.I.E." FOR FIELD LOCATIONS OFUNDERGROUND UTILITY LINES 1-800-892-0123UN1THE LOCATION OF UTILITIES SHOWN HEREON ARE FROMOBSERVED EVIDENCE OF ABOVE GROUND APPURTENANCESONLY. THE SURVEYOR WAS NOT PROVIDED WITHUNDERGROUND PLANS OR SURFACE GROUND MARKINGS TODETERMINE THE LOCATION OF ANY SUBTERRANEAN USES.Miscellaneous NotesMN1MN2MN3MN4BEARING BASIS PER SUBDIVISION PLATDIMENSIONS ON THIS PLAT ARE EXPRESSED IN FEET ANDDECIMAL PARTS THEREOF UNLESS OTHERWISE NOTED.AREA = 245,233 SQ. FT. OR 5.63 ACRESPART OF PIN # 02-09-100-003-0000POWER POLEGUY WIRESANITARY SEWER MANHOLESTORM SEWER MANHOLEASPHALT SURFACEFIRE HYDRANT(7.77')7.77'P.U.E.D.E.DRAINAGE EASEMENTPUBLIC UTILITY EASEMENTRECORDED DATAMEASURED DATASET MAG NAILFOUND IRON RODSET IRON RODUNKNOWN MANHOLETELEPHONE PEDESTALELECTRIC METERTRANSFORMERB.S.L.BUILDING SETBACK LINECONCRETE SURFACE AGGREGATE SURFACEVicinity MapSITEROBERT F. SLUISILLINOIS PROFESSIONAL LAND SURVEYOR #35-3558LICENSE EXPIRES NOVEMBER 30, 2020THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WEREMADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FORALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS,AND INCLUDES ITEMS () OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON JUNE08, 2019.DATED: 06/08/2019TO: INSURANCE COMPANYSCALE: 1" = 40'L.E.LANDSCAPE EASEMENTMN5AT THE TIME OF THE SURVEY THERE WAS NOOBSERVABLE EVIDENCE OF CHANGES IN STREETRIGHT-OF-WAY LINES OR STREET AND SIDEWALK REPAIRSOR CONSTRUCTION.MN6AT THE TIME OF THE SURVEY THERE WAS NOOBSERVABLE EVIDENCE OF EARTH MOVING, BUILDINGCONSTRUCTION , OR BUILDING ADDITIONS WITHIN RECENTMONTHS.GALENA ROADROUTE 47TRAFFIC SIGNALTHE FOLLOWING ARE ITEMS IN SCHEDULE B IN TITLE INSURANCE COMPANY TITLECOMMITMENT NO. 19007986VH WITH AN EFFECTIVE DATE OF JUNE 4, 2019UTILITY EASEMENT IN FAVOR OF NORTHERN ILLINOIS GAS COMPANY DBA NICOR GASGRANTED BY BETTY O'KEEFE FAMILY LIMITED PARTNERSHIP RECORDED FEBRUARY 28, 2008AS DOCUMENT 2008-5279.WATERPARK WAYDRAFTFOR REVIEWREV 8 / 20 / 19LAND DESCRIPTIONTHAT PART OF THE WEST HALF OF SECTION 9, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS,DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 3 IN O'KEEFE SUBDIVISION UNIT ONE, RECORDED AS DOCUMENT 200800012915,THENCE NORTH 87 DEGREES 58 MINUTES 09 SECONDS EAST ALONG THE NORTH LINE OF SAID LOT 3 55.01 FEET; THENCE SOUTH 46 DEGREES 33 MINUTES 41SECONDS EAST ALONG THE NORTH LINE OF SAID LOT 3 70.14 FEET TO THE NORTH RIGHT OF WAY OF ROSENWINKEL STREET (ALSO KNOWN AS WATERPARKWAY); THENCE NORTH 87 DEGREES 58 MINUTES 09 SECONDS EAST ALONG SAID RIGHT OF WAY 108.35 FEET TO A CURVE, CONCAVE TO THE NORTHWEST,HAVING A RADIUS OF 315.00 FEET, A CHORD OF 285.34 FEET AND A CHORD BEARING OF NORTH 61 DEGREES 00 MINUTES 09 SECONDS EAST; THENCE ALONGSAID CURVE AND SAID RIGHT OF WAY 296.12 FEET TO A CURVE, CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 385.00 FEET, A CHORD OF 82.42 FEET, ANDA CHORD BEARING OF NORTH 40 DEGREES 15 MINUTES 11 SECONDS EAST; THENCE ALONG SAID CURVE AND SAID RIGHT OF WAY 82.58 FEET; THENCE NORTH 01DEGREES 05 MINUTES 39 SECONDS WEST 324.66 FEET; THENCE SOUTH 87 DEGREES 58 MINUTES 15 SECONDS WEST 520.00 FEET TO THE WEST RIGHT OF WAYOF ROUTE 47; THENCE SOUTH 01 DEGREES 05 MINUTES 31 SECONDS EAST ALONG SAID RIGHT OF WAY 465.06 FEET TO THE POINT OF BEGINNING.1616X:\Projects\2019\19-451 - NEC Waterpark Way & Rte. 47 Yorkville - Gas N Wash\DWG\0-Survey\19-451 ALTA.dwg, Survey, 8/21/2019 8:52:07 AM, mruettiger PIN - 02-09-100-003-0000IL R O U T E 4 7 W A T E R P A R KNOBUILDINGSOBSERVEDPART OF5.63 ACW A Y OWNER:BETTY O'KEEFE FAMILY LIMITEDPARTNERSHIP, LLPLOT 3LOT 15.04 acLOT 2 0.59 ac STORM WATER MANAGEMENTEASEMENT55.0'S87°58'15"W 55.01'N87°58'09"E 55.01'50' B.S.L.50' B.S.L. S1°05'08"E 90.38' L = 5 2.8 6' R = 3 1 5.0 0'N88°13'01"E 308.96'S83°17'12"W 33.89'S69°16'59"E 38.44'S24°16'59"E 33.88'S0°17'03"E 38.40' S3 0 ° 2 9 ' 2 2 " W 3 3 . 0 1 ' S1°46'59"E 224.15'N87°58'15"E 464.99'N1°05'31"W 465.06'10' P.U.E.O'KEEFE SUBDIVISIONPER REC. DOC. #20080001291535-3558PROFESSIONALLANDSURVEYORSTATE OFILLINOIS ROB E R T F. SLUIS MANHATTAN, I LL I NOIS DATEBYDESCRIPTIONFINAL PLAT BEING A SUBDIVISION OF PART OF THE WEST HALF OF SECTION 9, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRDPRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS.GAS N WASHNIBRFS6/14/20191 of 219-451ofGAS N WASH ROUTE 47 YORKVILLE SUBDIVISIONCK. BY:FILE:DR. BY:DATE ISSUED:ORDERED BY:JOB NO.:PG:CIVIL ENGINEERINGSURVEYINGM GINGERICH GEREAUX & ASSOCIATESProfessional Design Firm License # 184.005003P. 815-478-9680 www.mg2a.com F. 815-478-968525620 S. GOUGAR RD | MANHATTAN, IL. 604422MGASCALE: 1" = 30'B.S.L. - BUILDING SETBACK LINE - CONCRETE MONUMENTD.E. - DRAINAGE EASEMENTP.U.E. - PUBLIC UTILITY EASEMENTDRAFTFOR REVIEWREV 8 / 16 / 2019NOTE:LOT 2 TO BE CONVEYED TO THE ILLINOIS DEPARTMENT OF TRANSPORTATION BY SEPARATE DOCUMENT.S U R V E Y O R ` S C E R T I F I C A T ESTATE OF ILLINOIS ) )ssCOUNTY OF WILL)THIS IS TO CERTIFY THAT I, ___________________________________, ILLINOIS PROFESSIONAL LAND SURVEYOR NO.035-003558, AT THE REQUEST OF THE OWNER(S) THEREOF, HAVE SURVEYED, SUBDIVIDED AND PLATTED THE FOLLOWINGDESCRIBED PROPERTY:THAT PART OF THE WEST HALF OF SECTION 9, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, INKENDALL COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 3 IN O'KEEFESUBDIVISION UNIT ONE, RECORDED AS DOCUMENT 200800012915, THENCE NORTH 87 DEGREES 58 MINUTES 09 SECONDSEAST ALONG THE NORTH LINE OF SAID LOT 3 55.01 FEET; THENCE SOUTH 46 DEGREES 33 MINUTES 41 SECONDS EASTALONG THE NORTH LINE OF SAID LOT 3 70.14 FEET TO THE NORTH RIGHT OF WAY OF ROSENWINKEL STREET (ALSO KNOWNAS WATERPARK WAY); THENCE NORTH 87 DEGREES 58 MINUTES 09 SECONDS EAST ALONG SAID RIGHT OF WAY 108.35FEET TO A CURVE, CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 315.00 FEET, A CHORD OF 285.34 FEET AND ACHORD BEARING OF NORTH 61 DEGREES 00 MINUTES 09 SECONDS EAST; THENCE ALONG SAID CURVE AND SAID RIGHT OFWAY 296.12 FEET TO A CURVE, CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 385.00 FEET, A CHORD OF 82.42 FEET,AND A CHORD BEARING OF NORTH 40 DEGREES 15 MINUTES 11 SECONDS EAST; THENCE ALONG SAID CURVE AND SAIDRIGHT OF WAY 82.58 FEET; THENCE NORTH 01 DEGREES 05 MINUTES 39 SECONDS WEST 324.66 FEET; THENCE SOUTH 87DEGREES 58 MINUTES 15 SECONDS WEST 520.00 FEET TO THE WEST RIGHT OF WAY OF ROUTE 47; THENCE SOUTH 01DEGREES 05 MINUTES 31 SECONDS EAST ALONG SAID RIGHT OF WAY 465.06 FEET TO THE POINT OF BEGINNING. I FURTHER CERTIFY THAT THE PLAT HEREON DRAWN IS A CORRECT AND ACCURATE REPRESENTATION OF SAID SURVEYAND SUBDIVISION. ALL DISTANCES ARE SHOWN IN FEET AND DECIMAL PARTS THEREOF. I FURTHER CERTIFY THAT NO PART OF THE ABOVE DESCRIBED PROPERTY IS LOCATED WITHIN A SPECIAL FLOOD HAZARDAREA AS IDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY BASED ON FIRM 17093C0030G, DATED, FEBRUARY 4, 2009 . ALL OF THE PROPERTY IS LOCATED IN ZONE X, AREAS DETERMINED TO BEOUTSIDE THE 0.2% ANNUAL CHANCE FLOOD.I FURTHER CERTIFY THAT ALL SUBDIVISION MONUMENTS WILL BE SET, AND I HAVE DESCRIBED THEM ON THIS FINAL PLATAS REQUIRED BY THE PLAT ACT (765 ILCS 205/). THE EXTERIOR SUBDIVISION MONUMENTS HAVE BEEN SET AND INTERIORMONUMENTS WILL BE SET WITHIN 12 MONTHS OF THE RECORDING OF THIS PLAT (SECTION 1270-56 OF THE ILLINOISPROFESSIONAL LAND SURVEYOR ACT OF 1989)I FURTHER CERTIFY THAT THE PROPERTY SHOWN ON THE PLAT HEREON DRAWN IS SITUATED WITHIN THE CORPORATELIMITS OF THE UNITED CITY OF YORKVILLE, ILLINOIS, WHICH IS EXERCISING THE SPECIAL POWERS AUTHORIZED BYDIVISION 12 OFARTICLE 11 OF THE ILLINOIS MUNICIPAL CODE AS AMENDED.THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY.GIVEN UNDER MY HAND AND SEAL AT __________________, ILLINOIS, THIS _________DAY OF _________________,20_____.___________________________________________________ROBERT F. SLUISILLINOIS PROFESSIONAL LAND SURVEYOR, NO. #035-003558License Expires November 30, 2020X:\Projects\2019\19-451 - NEC Waterpark Way & Rte. 47 Yorkville - Gas N Wash\DWG\3-Final\19-451 FINAL PLAT.dwg, Sheet 1, 8/21/2019 8:53:44 AM, mruettiger N O T A R Y C E R T I F I C A T ESTATE OF ________ __ ) ) ssCOUNTY OF _____ ___ )I, , NOTARY PUBLIC IN AND FOR THE STATE AND COUNTY AFORESAID, HEREBY CERTIFY THAT ________________________AND ______________________________, PERSONALLY KNOW TO ME TO BE THE SAME PERSON(S)WHOSE NAME(S) IS(ARE) SUBSCRIBED TO THE FOREGOING INSTRUMENT, APPEARED BEFOREME THIS DAY AND ACKNOWLEDGED THE EXECUTION OF THE ANNEXED PLAT ANDACCOMPANYING INSTRUMENTS FOR THE USES AND PURPOSES THEREIN SET FORTH AS HIS(HER)(THEIR) FREE AND VOLUNTARY ACT.GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS _____________ DAY OF_______________________, 20 _____._______________________________________NOTARY PUBLICO W N E R S H I P C E R T I F I C A T ESTATE OF ILLINOIS ) ) ssCOUNTY OF __________ )THIS IS TO CERTIFY THAT THE UNDERSIGNED IS (ARE) THE OWNER(S) OF THEPROPERTY DESCRIBED ON THE ATTACHED PLAT AND HAS (HAVE) CAUSED THE SAMETO BE SURVEYED, SUBDIVIDED AND PLATTED AS SHOWN BY THE PLAT FOR THE USESAND PURPOSES AS INDICATED THEREON, AND DOES HEREBY ACKNOWLEDGE ANDADOPT THE SAME UNDER THE STYLE AND TITLE THEREON INDICATED.THE UNDERSIGNED HEREBY DEDICATES FOR PUBLIC USE THE LANDS SHOWN ONTHIS PLAT FOR THOROUGHFARES, STREETS, ALLEYS AND PUBLIC SERVICES; ANDHEREBY ALSO RESERVES FOR ANY ELECTRIC, GAS, TELEPHONE, CABLE TV OR OTHERTELECOMMUNICATIONS COMPANY UNDER FRANCHISE AGREEMENT WITH THE UNITEDCITY OF YORKVILLE, THEIR SUCCESSORS AND ASSIGNS, THE EASEMENT PROVISIONSWHICH ARE STATED HEREON.THE UNDERSIGNED FURTHER CERTIFIES THAT ALL OF THE LAND INCLUDED IN THISPLAT LIES WITHIN THE BOUNDARIES OF YORKVILLE COMMUNITY UNIT SCHOOLDISTRICT 115.WITNESS MY (OUR) HAND AND SEAL AT ,,THIS _________ DAY OF ____________________, 20___.__________________________________ _______________________________ __________________________________ ______________________________ (PRINTED NAME) (PRINTED NAME)C O U N T Y C L E R K ' S C E R T I F I C A T ESTATE OF ILLINOIS ) )ssCOUNTY OF KENDALL )I, _____________________, COUNTY CLERK OF KENDALL COUNTY, ILLINOIS, DO HEREBYCERTIFY THAT THERE ARE NO DELINQUENT GENERAL TAXES, NO UNPAID CURRENT TAXES,NO UNPAID FORFEITED TAXES, AND NO REDEEMABLE TAX SALES AGAINST ANY OF THELAND INCLUDED IN THE PLAT HEREIN DRAWN. I FURTHER CERTIFY THAT I HAVE RECEIVEDALL STATUTORY FEES IN CONNECTION WITH THE PLAT HEREIN DRAWN.GIVEN UNDER MY HAND AND SEAL OF THE COUNTY CLERK AT YORKVILLE,ILLINOIS, THIS _________DAY OF _____________________ 20____.___________________________________ COUNTY CLERKEASEMENT PROVISIONSA NON-EXCLUSIVE EASEMENT FOR SERVING THE SUBDIVISIONAND OTHER PROPERTY WITH ELECTRIC AND COMMUNICATION SERVICE IS HEREBY RESERVED FOR AND GRANTED TOCOMMONWEALTH EDISON COMPANY, AMERITECH ILLINOIS a.k.a. ILLINOIS BELLTELEPHONE COMPANY, GRANTEES, THEIR RESPECTIVE LICENSEES, SUCCESSORS AND ASSIGNS, JOINTLY ANDSEVERALLY TO CONSTRUCT, OPERATE, REPAIR, MAINTAIN, MODIFY,RECONSTRUCT, REPLACE, SUPPLEMENT, RELOCATE AND REMOVE, FROM TIME TOTIME, POLES, GUYS, ANCHORS, WIRES, CABLES, CONDUITS, MANHOLES,TRANSFORMERS, PEDESTALS, EQUIPMENT CABINETS OR OTHER FACILITIES USEDIN CONNECTION WITH UNDERGROUND TRANSMISSION AND DISTRIBUTION OFELECTRICITY, COMMUNICATIONS, SOUNDS AND SIGNALS IN, OVER, UNDER,ACROSS, ALONG AND UPON THE SURFACE OF THE PROPERTY SHOWN WITHINTHE DASHED OR DOTTED LINES (or similar designation) ON THE PLAT AND MARKED“EASEMENT”, “UTILITY EASEMENT”, “PUBLIC UTILITY EASEMENT”, “P.U.E.” (or similardesignation), THE PROPERTY DESIGNATED IN THE DECLARATION OF CONDOMINIUMAND/OR ON THIS PLAT AS “COMMON ELEMENTS” AND THE PROPERTYDESIGNATED ON THE PLAT AS “COMMON AREA OR AREAS”, AND THE PROPERTYDESIGNATED ON THE PLAT FOR STREETS AND ALLEYS, WHETHER PUBLIC ORPRIVATE, TOGETHER WITH THE RIGHT TO INSTALL REQUIRED SERVICECONNECTIONS UNDER THE SURFACE OF EACH LOT AND COMMON AREA ORAREAS TO SERVE IMPROVEMENTS THEREON, OR ON ADJACENT LOTS, ANDCOMMON AREA OR AREAS, THE RIGHT TO CUT, TRIM OR REMOVE TREES,BUSHES, ROOTS, SAPLINGS AND TO CLEAR OBSTRUCTIONS FROM THE SURFACEAND SUBSURFACE AS MAY BE REASONABLY REQUIRED INCIDENT TO THE RIGHTSHEREIN GIVEN, AND THE RIGHT TO ENTER UPON THE SUBDIVIDED PROPERTYFOR ALL SUCH PURPOSES. OBSTRUCTIONS SHALL NOT BE PLACED OVERGRANTEES' FACILITIES OR IN, UPON OR OVER THE PROPERTY WITHIN THEDASHED OR DOTTED LINES (or similar designation) ON THE PLAT AND MARKED“EASEMENT”, “UTILITY EASEMENT”, “PUBLIC UTILITY EASEMENT”, “P.U.E.” (or similardesignation), WITHOUT THE PRIOR WRITTEN CONSENT OF THE GRANTEES. AFTERINSTALLATION OF ANY SUCH FACILITIES, THE GRADE OF THE SUBDIVIDEDPROPERTY SHALL NOT BE ALTERED IN A MANNER SO AS TO INTERFERE WITHTHE PROPER OPERATION AND MAINTENANCE THEREOF. THE TERM “COMMON ELEMENTS” SHALL HAVE THE MEANING SET FORTH FORSUCH TERM IN THE “CONDOMINIUM PROPERTY ACT”, CHAPTER 765 ILCS 605/2, ASAMENDED FROM TIME TO TIME. THE TERM “COMMON AREA OR AREAS” IS DEFINED AS A LOT, PARCEL OR AREAOF THE REAL PROPERTY, THE BENEFICIAL USE AND ENJOYMENT OF WHICH ISRESERVED IN WHOLE OR AS AN APPORTIONMENT TO THE SEPARATELY OWNEDLOTS, PARCELS OR AREAS WITHIN THE PLANNED DEVELOPMENT, EVEN THOUGHSUCH MAY BE OTHERWISE DESIGNATED ON THE PLAT BY TERMS SUCH AS“OUTLOTS”, “COMMON ELEMENTS”, “OPEN SPACE”, “OPEN AREA”, “COMMONGROUND”, “PARKING”, AND “COMMON AREA”. THE TERMS “COMMON AREA ORAREAS” AND “COMMON ELEMENTS” INCLUDE REAL PROPERTY SURFACED WITHINTERIOR DRIVEWAYS AND WALKWAYS, BUT EXCLUDES REAL PROPERTYPHYSICALLY OCCUPIED BY A BUILDING, SERVICE BUSINESS DISTRICT ORSTRUCTURES SUCH AS A POOL, RETENTION POND OR MECHANICAL EQUIPMENT. RELOCATION OF FACILITIES WILL BE DONE BY GRANTEES AT COST OF THEGRANTOR/LOT OWNER, UPON WRITTEN REQUEST.I D O T C E R T I F I C A T ESTATE OF ILLINOIS ) )SSCOUNTY OF _________________THIS PLAT HAS BEEN APPROVED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATIONWITH RESPECT TO ROADWAY ACCESS PURSUANT OF §2 OF “AN ACT TO REVISE THELAW IN RELATION TO PLATS,” AS AMENDED. A PLAN THAT MEETS THE REQUIREMENTSCONTAINED IN THE DEPARTMENT'S “POLICY ON PERMITS FOR ACCESS DRIVEWAYS TOSTATE HIGHWAYS” WILL, BE REQUIRED BY THE DEPARTMENT. DAY OF , A.D. 2019. ANTHONY J. QUIGLEY, P.E., REGION ONE ENGINEERC I T Y E N G I N E E R ' S C E R T I F I C A T ESTATE OF ILLINOIS) ) S.S.COUNTY OF KENDALL)I, ________________________________, CITY ENGINEER FOR THE UNITED CITY OFYORKVILLE, DO HEREBY CERTIFY THAT THE REQUIRED IMPROVEMENTS HAVE BEENINSTALLED OR THE REQUIRED GUARANTEE COLLATERAL HAS BEEN POSTED FOR THECOMPLETION OF ALL REQUIRED IMPROVEMENTS.DATED AT YORKVILLE, ILLINOIS THIS DAY OF , 2019.___________________________________CITY ENGINEERDATEBYDESCRIPTION BEING A SUBDIVISION OF PART OF THE WEST HALF OF SECTION 9, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRDPRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS.GAS N WASHNIBRFS6/14/20192 of 219-451CK. BY:FILE:DR. BY:DATE ISSUED:ORDERED BY:JOB NO.:PG:CIVIL ENGINEERINGSURVEYINGM GINGERICH GEREAUX & ASSOCIATESProfessional Design Firm License # 184.005003P. 815-478-9680 www.mg2a.com F. 815-478-968525620 S. GOUGAR RD | MANHATTAN, IL. 604422MGAC I T Y C O U N C I L C E R T I F I C A T ESTATE OF ILLINOIS) )ssCOUNTY OF KENDALL)APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THEUNITED CITY OF YORKVILLE, ILLINOIS, THIS _______DAY OF___________, 20___. ______________________________________________ MAYORCITY PLANNING AND ZONING COMMISSION C E R T I F I C A T ESTATE OF ILLINOIS) )ssCOUNTY OF KENDALL)APPROVED AND ACCEPTED BY THE PLANNING AND ZONING COMMISSION OF THE UNITEDCITY OF YORKVILLE, ILLINOIS, THIS____DAY OF___________, 20___. ______________________________________________ CHAIRMANOWNER:GAS N WASH YORKVILLE LLC8200 185TH ST. - UNIT KTINLEY PARK, IL 60487C I T Y C L E R K ' S C E R T I F I C A T ESTATE OF ILLINOIS) )ssCOUNTY OF KENDALL)APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THEUNITED CITY OF YORKVILLE, ILLINOIS, BY ORDINANCE No._________________AT A MEETING HELD THIS _______DAY OF___________, 20___. ______________________________________________ CITY CLERKR E C O R D E R ' S C E R T I F I C A T ESTATE OF ILLINOIS ) )ssCOUNTY OF KENDALL)THIS INSTRUMENT NO. _________________________ WAS FILED FOR RECORDIN THE RECORDER'S OFFICE OF KENDALL COUNTY, ILLINOIS, ON THIS _______DAY OF ____________________, 20____, AT ______________ O'CLOCK ___.M._______________________________ KENDALL COUNTY RECORDERFINAL PLATofGAS N WASH ROUTE 47 YORKVILLE SUBDIVISIONC I T Y A D M I N I S T R A T O R ' S C E R T I F I C A T ESTATE OF ILLINOIS) )ssCOUNTY OF KENDALL)APPROVED AND ACCEPTED BY THE CITY ADMINISTRATOR OF THEUNITED CITY OF YORKVILLE, ILLINOIS, THIS _______DAY OF___________, 20___. ______________________________________________ CITY ADMINISTRATOR KENDALL COUNTY RIGHT TO FARM STATEMENTNOTICE:KENDALL COUNTY HAS A LONG, RICH TRADITION IN AGRICULTURE AND RESPECTS THE ROLETHAT FARMING CONTINUES TO PLAY IN SHAPING THE ECONOMIC VIABILITY OF THE COUNTY.PROPERTY THAT SUPPORTS THIS INDUSTRY IS INDICATED BY A ZONING INDICATOR - A-1 OR AGSPECIAL USE. ANYONE CONSTRUCTING A RESIDENCE OR FACILITY NEAR THIS ZONING SHOULDBE AWARE THAT NORMAL AGRICULTURAL PRACTICES MAY RESULT IN OCCASIONAL SMELLS,DUST, SIGHTS, NOISE, AND UNIQUE HOURS OF OPERATION THAT ARE NOT TYPICAL IN OTHERZONING AREAS.UNITED CITY OF YORKVILLEEASEMENT PROVISIONSPUBLIC UTILITY AND DRAINAGE EASEMENTA NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO SBC AMERITECH, NICOR, COM ED,JONES INTERCABLE, OTHER PUBLIC UTILITIES, AND HOLDERS OF EXISTING FRANCHISES GRANTED BY THE CITY OFYORKVILLE, ILLINOIS, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS WITHIN THE AREAS SHOWN ON THEPLAT AS “PUBLIC UTILITY & DRAINAGE EASEMENT” (P.U. & D.E.) TO CONSTRUCT, INSTALL, RECONSTRUCT, REPAIR,REMOVE, REPLACE, INSPECT, MAINTAIN AND OPERATE UNDERGROUND TRANSMISSION AND DISTRIBUTIONSYSTEMS AND LINES UNDER THE SURFACE OF THE “PUBLIC UTILITY & DRAINAGE EASEMENT”, INCLUDING WITHOUTLIMITATION TO TELEPHONE CABLE, GAS MAINS, ELECTRIC LINES, CABLE TELEVISION LINES, AND ALL NECESSARYFACILITIES APPURTENANT THERETO, TOGETHER WITH THE RIGHT OF ACCESS THERETO FOR THE PERSONNEL ANDEQUIPMENT NECESSARY AND REQUIRED FOR SUCH USES AND PURPOSES AND TOGETHER WITH THE RIGHT TOINSTALL REQUIRED SERVICE CONNECTIONS UNDER THE SURFACE OF EACH LOT TO SERVE IMPROVEMENTSTHEREON.A NON-EXCLUSIVE EASEMENT IS ALSO HEREBY RESERVED FOR AND GRANTED TO THE UNITED CITY OF YORKVILLE,ILLINOIS TO CONSTRUCT, INSTALL, RECONSTRUCT, REPAIR, REMOVE, REPLACE AND INSPECT FACILITIES FOR THETRANSMISSION AND DISTRIBUTION OF WATER, STORM SEWERS, SANITARY SEWERS AND ELECTRICITY, WITHIN THEAREAS SHOWN ON THE PLAT AS “PUBLIC UTILITY & DRAINAGE EASEMENT”, TOGETHER WITH A RIGHT OF ACCESSTHERETO FOR THE PERSONNEL AND EQUIPMENT NECESSARY AND REQUIRED FOR SUCH USES AND PURPOSES.THE ABOVE NAMED ENTITIES ARE HEREBY GRANTED THE RIGHT TO ENTER UPON EASEMENTS HEREIN DESCRIBEDFOR THE USES HEREIN SET FORTH AND THE RIGHT TO CUT, TRIM, OR REMOVE ANY TREES, SHRUBS OR OTHERPLANTS WITHIN THE AREAS DESIGNATED AS “PUBLIC UTILITY AND DRAINAGE EASEMENT” WHICH INTERFERE WITHTHE CONSTRUCTION, INSTALLATION, RECONSTRUCTION, REPAIR, REMOVAL, REPLACEMENT, MAINTENANCE ANDOPERATION OF THEIR UNDERGROUND TRANSMISSION AND DISTRIBUTION SYSTEMS AND FACILITIES APPURTENANTTHERETO. NO PERMANENT BUILDINGS, STRUCTURES, OR OBSTRUCTIONS SHALL BE CONSTRUCTED IN, UPON, OROVER ANY AREAS DESIGNATED AS “PUBLIC UTILITY & DRAINAGE EASEMENT”, BUT SUCH AREAS MAY BE USED FORGARDENS, SHRUBS, TREES, LANDSCAPING, DRIVEWAYS, AND OTHER RELATED PURPOSES THAT DO NOTUNREASONABLY INTERFERE WITH THE USES HEREIN DESCRIBED.THE OCCUPATION AND USE OF THE NON-EXCLUSIVE EASEMENT HEREIN GRANTED AND RESERVED FOR THE ABOVENAMED ENTITIES BY EACH OF SUCH ENTITIES SHALL BE DONE IN SUCH A MANNER SO AS NOT TO INTERFERE WITHOR PRECLUDE THE OCCUPATION AND USE THEREOF BY OTHER ENTITIES FOR WHICH SUCH EASEMENTS AREGRANTED AND RESERVED. THE CROSSING AND RECROSSING OF SAID EASEMENTS BY THE ABOVE NAMED ENTITIESSHALL BE DONE IN SUCH A MANNER SO AS NOT TO INTERFERE WITH, DAMAGE, OR DISTURB ANY TRANSMISSIONAND DISTRIBUTION SYSTEMS AND FACILITIES APPURTENANT THERETO EXISTING WITHIN THE EASEMENTS BEINGCROSSED OR RECROSSED. NO USE OR OCCUPATION OF SAID EASEMENTS BY THE ABOVE NAMED ENTITIES SHALLCAUSE ANY CHANGE IN GRADE OR IMPAIR OR CHANGE THE SURFACE DRAINAGE PATTERNS.FOLLOWING ANY WORK TO BE PERFORMED BY THE UNITED CITY OF YORKVILLE IN THE EXERCISE OF ITSEASEMENT RIGHTS HEREIN GRANTED, SAID CITY SHALL HAVE NO OBLIGATION WITH RESPECT TO SURFACERESTORATION, INCLUDING BUT NOT LIMITED TO, THE RESTORATION, REPAIR OR REPLACEMENT OF PAVEMENT,CURB, GUTTERS, TREES, LAWN OR SHRUBBERY, PROVIDED, HOWEVER, THAT SAID CITY SHALL BE OBLIGATED,FOLLOWING SUCH MAINTENANCE WORK, TO BACKFILL AND MOUND ALL TRENCH CREATED SO AS TO RETAINSUITABLE DRAINAGE, TO COLD PATCH ANY ASPHALT OR CONCRETE SURFACE, TO REMOVE ALL EXCESS DEBRISAND SPOIL, AND TO LEAVE THE MAINTENANCE AREA IN A GENERALLY CLEAN AND WORKMANLIKE CONDITION.CITY UTILITY EASEMENTSTHE UNITED CITY OF YORKVILLE, IT'S SUCCESSORS, LICENSEES AND ASSIGNS, ARE HEREBY GIVEN EASEMENTRIGHTS TO ALL PLATTED EASEMENTS DESIGNATED “CITY UTILITY EASEMENT OR C.U.E.” SAID EASEMENTS SHALL BEUSED SOLELY TO INSTALL, OPERATE, MAINTAIN AND REMOVE FROM TIME TO TIME UNDERGROUND FACILITIES ANDAPPURTENANCES USED IN CONNECTION WITH THE WATER, SANITARY SEWER OR STORM DRAINAGE SYSTEMS OFTHE UNITED CITY OF YORKVILLE, EXCEPT THAT THE EASEMENTS MAY BE GRADED AS SWALES TO RECEIVE LOCALSURFACE DRAINAGE. NO PERMANENT BUILDING OR TREES SHALL BE PLACED ON SAID EASEMENT, BUT SAME MAYBE USED FOR GARDENS, SHRUBS, LANDSCAPING AND OTHER PURPOSES THAT DO NOT THEN OR LATER INTERFEREWITH THE AFORESAID USES OR RIGHTS HEREIN GRANTED.FOLLOWING ANY WORK TO BE PERFORMED BY THE UNITED CITY OF YORKVILLE IN THE EXERCISE OF ITSEASEMENT RIGHTS HEREIN GRANTED, SAID CITY SHALL HAVE NO OBLIGATION WITH RESPECT TO SURFACERESTORATION, INCLUDING BUT NOT LIMITED TO, THE RESTORATION, REPAIR OR REPLACEMENT OF PAVEMENT,CURB, GUTTERS, TREES, LAWN OR SHRUBBERY, PROVIDED, HOWEVER, THAT SAID CITY SHALL BE OBLIGATED,FOLLOWING SUCH MAINTENANCE WORK, TO BACKFILL AND MOUND ALL TRENCH CREATED SO AS TO RETAINSUITABLE DRAINAGE, TO COLD PATCH ANY ASPHALT OR CONCRETE SURFACE, TO REMOVE ALL EXCESS DEBRISAND SPOIL, AND TO LEAVE THE MAINTENANCE AREA IN A GENERALLY CLEAN AND WORKMANLIKE CONDITION.STORM WATER MANAGEMENT EASEMENT PROVISIONSAN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE UNITED CITY OF YORKVILLE AND TO ITSSUCCESSORS AND ASSIGNS, OVER ALL OF THE AREAS MARKED “STORMWATER MANAGEMENT EASEMENT”(abbreviated S.M.E.) ON THE PLAT FOR THE PERPETUAL RIGHT, PRIVILEGE, AND AUTHORITY TO SURVEY,CONSTRUCT, RECONSTRUCT, REPAIR, INSPECT, MAINTAIN AND OPERATE STORM SEWERS AND THE STORMWATERMANAGEMENT AREA, TOGETHER WITH ANY AND ALL NECESSARY MANHOLES, CATCH BASINS, SANITARY SEWERS,WATER MAINS, ELECTRIC AND COMMUNICATION CABLES, CONNECTIONS, DITCHES, SWALES, AND OTHERSTRUCTURES AND APPURTENANCES AS MAY BE DEEMED NECESSARY BY SAID CITY, OVER, UPON, ALONG, UNDERAND THROUGH SAID INDICATED EASEMENT, TOGETHER WITH THE RIGHT OF ACCESS ACROSS THE PROPERTY FORNECESSARY MEN AND EQUIPMENT TO DO ANY OF THE ABOVE WORK. THE RIGHT IS ALSO GRANTED TO CUT DOWN,TRIM OR REMOVE ANY TREES, SHRUBS OR OTHER PLANTS ON THE EASEMENT THAT INTERFERE WITH THEOPERATION OF SEWERS OR OTHER UTILITIES. NO PERMANENT BUILDINGS SHALL BE PLACED ON SAID EASEMENT.NO CHANGE TO THE TOPOGRAPHY OR STORMWATER MANAGEMENT STRUCTURES WITHIN THE EASEMENT AREASHALL BE MADE WITHOUT EXPRESS WRITTEN CONSENT OF THE CITY ENGINEER, BUT SAME MAY BE USED FORPURPOSES THAT DO NOT THEN OR LATER INTERFERE WITH THE AFORESAID USES OR RIGHTS.THE OWNER OF THE PROPERTY SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF THE STORMWATERMANAGEMENT AREA AND APPURTENANCES. THE UNITED CITY OF YORKVILLE WILL PERFORM ONLY EMERGENCYPROCEDURES AS DEEMED NECESSARY BY THE CITY ENGINEER OF THE UNITED CITY OF YORKVILLE.X:\Projects\2019\19-451 - NEC Waterpark Way & Rte. 47 Yorkville - Gas N Wash\DWG\3-Final\19-451 FINAL PLAT.dwg, Sheet 2, 8/21/2019 8:53:44 AM, mruettiger COVER SHEETGAS N WASHUNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOISSITE IMPROVEMENT PLANS08/14/19JWPSUBMIT FOR REVIEW------------------------------------------------------------------------------------------------------------------------------------© 2018 M.GINGERICH, GEREAUX & ASSOCIATES SHEET NO. OFDESIGN:DRAWING:CHECKED:APPROVED:PLAN EDITION MILESTONESDATEBYDESCRIPTIONCIVIL ENGINEERINGSURVEYINGM GINGERICH GEREAUX & ASSOCIATES2MGAProfessional Design Firm License # 184.005003www.mg2a.com 25620 S. GOUGAR RD. | MANHATTAN, IL. 60442P. 815-478-9680 F. 815-478-9685C1 C10 Sheet Number Sheet Title C1 COVER SHEET C2 EXISTING CONDITIONS & DEMOLITION PLAN C3 SITE PAVING AND GEOMETRIC PLAN C6 SITE UTILITY PLAN C7 SITE GRADING PLAN STORM WATER POLLUTION PREVENTION PLAN CONSTRUCTION DETAILS 48 HOURS BEFORE YOU DIG. EXCLUDING SAT., SUN., & HOLIDAYS COUNTY CITY-TOWNSHIP WITH THE FOLLOWING: CALL JULIE 1-800-892-0123 ILLINOIS ONE-CALL SYSTEM 811 Know what's below. Call before you dig. OR KENDALL YORKVILLE GAS N WASH UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS SITE IMPROVEMENT PLANS +###.## LEGEND BENCHMARK SITE LOCATION MAP INDEX OF SHEETS C5 C8 LIST OF ILLINOIS DOT STANDARDS STANDARD DESCRIPTION 424001-11 PERPENDICULAR CURB RAMPS FOR SIDEWALKS 424016-05 MID-BLOCK CURB RAMPS FOR SIDEWALKS 542301-03 PRECAST REINFORCED CONCRETE FLARED END SECTION 602001-02 CATCH BASIN, TYPE A 602301-04 INLET, TYPE A 602306-03 INLET, TYPE B 602401-03 MANHOLE, TYPE A 602601-04 PRECAST REINFORCED CONCRETE FLAT SLAB TOP 604001-04 FRAME AND LIDS TYPE 1 604091-03 FRAME AND LIDS TYPE 24 606301-05 PCC ISLANDS & MEDIANS 701001-02 OFF-ROAD OPERATIONS, 2L, 2W, MORE THAN 15’ (4.5 M) AWAY 701006-05 OFF-ROAD OPERATIONS, 2L, 2W, 15’ (4.5 M) TO 24" AWAY 701326.04 LANE CLOSURE, 2L, 2W, PAVEMENT WIDENING > 45 MPH 701601-09 URBAN LANE CLOSURE, 1W OR 2W W/ NONTRAVERSABLE MEDIAN 701701-10 URBAN LANE CLOSURE, MULTILANE INTERSECTION 701801-06 SIDEWALK, CORNER OR CROSSWALK CLOSURE 701901-08 TRAFFIC CONTROL DEVICES THE FOLLOWING STANDARD SPECIFICATIONS AND NOTES AND THE NOTES, DRAWINGS, AND DETAILS FOUND THROUGHOUT THESE PLAN SHEETS (FINAL PLANS AND SPECIFICATIONS) ARE MEANT TO ASSIST IN THE CONSTRUCTION OF VARIOUS IMPROVEMENTS. THESE FINAL PLANS AND SPECIFICATIONS ARE NOT MEANT TO DEFINE A CONTRACTUAL RELATIONSHIP BETWEEN THE OWNER, M. GINGERICH GEREAUX AND ASSOCIATES (MG2A), OR A CONTRACTOR. THE RELATIONSHIP BETWEEN THE OWNER AND MG2A IS TYPICALLY DEFINED IN A PROFESSIONAL SERVICES AGREEMENT. MG2A HAS NO CONTRACTUAL RELATIONSHIP WITH THE CONTRACTOR(S). MG2A RECOMMENDS THE OWNER AND ANY CONTRACTOR(S) USING THESE FINAL PLANS AND SPECIFICATIONS ENTER IN TO AN AGREEMENT TO CLEARLY DEFINE THE OWNER'S AND CONTRACTOR'S EXPECTATIONS REGARDING, THE OWNERS RESPONSIBILITIES, THE CONTRACTORS RESPONSIBILITIES AND SCOPE OF WORK, PERFORMANCE SCHEDULE, COMPENSATION, AND OTHER GENERAL TERMS AND CONDITIONS. STANDARD SPECIFICATIONS 1.THE ENGINEER IS M. GINGERICH, GEREAUX AND ASSOCIATES, 25620 SOUTH GOUGAR ROAD, MANHATTAN, ILLINOIS 60442. 2.THE OWNER IS GAS N WASH YORKVILLE, LLC, 8200 W. 185th STREET, UNIT K, TINLEY PARK, ILLINOIS 60487. 3.THE CONTRACTOR(S) ARE ALL THOSE UTILIZING THESE PLANS IN ANY WAY TO CONSTRUCT THE IMPROVEMENTS SHOWN. STANDARD SPECIFICATIONS CONSTRUCTION SHALL BE PERFORMED ACCORDING TO THE FOLLOWING COMMONLY REFERENCED STANDARD SPECIFICATIONS. IN CASE OF ANY CONFLICT BETWEEN THESE STANDARD SPECIFICATIONS AND THE NOTES, DRAWINGS, AND DETAILS FOUND THROUGHOUT THESE PLAN SHEETS SHALL TAKE PRECEDENTS. 1.ALL APPLICABLE ROAD IMPROVEMENTS, DRAINAGE FEATURES, LANDSCAPING, RESTORATION, WORK ZONE TRAFFIC CONTROL AND OTHER CONSTRUCTION ACTIVITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ILLINOIS DEPARTMENT OF TRANSPORTATION'S "IDOT STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION", CURRENT EDITION AND APPLICABLE STANDARDS. (IDOT SPECIFICATIONS) 2.ALL APPLICABLE SOIL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE "ILLINOIS URBAN MANUAL", CURRENT EDITION, AND REQUIREMENTS OF THE KENDALL COUNTY STORM WATER ORDINANCE. 3.WATER MAIN, SANITARY SEWERS AND STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION IN ILLINOIS," BY ILLINOIS SOCIETY OF PROFESSIONAL ENGINEERS, CURRENT EDITION. (ISPE SPECIFICATIONS) 4.WATER MAIN AND APPURTENANCES SHALL ALSO BE CONSTRUCTED TO THE STANDARDS OF UNITED CITY OF YORKVILLE, ILLINOIS, YORKVILLE WATER DEPT. 630-553-4372. GENERAL NOTES 1.MG2A HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND CONSTRUCTION REVIEW SERVICES RELATING TO THE CONTRACTORS SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED FOR THE CONTRACTOR TO PERFORM HIS WORK. 2.CONTRACTOR(S) SHALL COMPLY WITH ALL LOCAL AND STATE SAFETY LAWS, REGULATIONS AND ORDINANCES; AND FEDERAL SAFETY REGULATIONS AS OUTLINED IN THE LATEST REVISIONS OF THE FEDERAL CONSTRUCTION SAFETY STANDARDS AND WITH ALL PROVISIONS AND REGULATIONS OF THE OSHA STANDARDS. EACH CONTRACTOR IS RESPONSIBLE FOR PROVIDING A SAFE WORKING PLACE FOR HIS EMPLOYEES. CONTRACTOR(S) ARE RESPONSIBLE FOR THE SUPERVISION, DIRECTION AND CONDUCT OF THEIR EMPLOYEES, AGENTS, MATERIAL SUPPLIERS AND VENDORS. 3.TRAFFIC CONTROL SHALL BE USED WHEN APPROPRIATE AND SHALL BE IN ACCORDANCE WITH THE ILLINOIS DEPARTMENT OF TRANSPORTATION STANDARDS. SUCH TRAFFIC CONTROL SHALL BE CONSIDERED INCIDENTAL TO THE WORK UNLESS OTHERWISE SPECIFIED IN AN AGREEMENT BETWEEN THE OWNER AND CONTRACTOR. 4.THE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS PRESENTED ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF MG2A, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF MG2A. 5.ANY CONTRACTOR(S) USING THESE DRAWINGS SHALL OBTAIN AND THEREAFTER KEEP IN FORCE THROUGH THE DURATION OF THAT USE CUSTOMARY AND APPROPRIATE INSURANCE COVERAGE, WHICH SHALL INCLUDE WORKERS COMPENSATION AND EMPLOYERS LIABILITY, COMMERCIAL GENERAL LIABILITY, COMMERCIAL AUTOMOBILE LIABILITY, AND UMBRELLA LIABILITY. CERTIFICATE(S) OF INSURANCE BY THE INSURER(S) ISSUING THE POLICIES SHALL BE FILED WITH MG2A AND THE OWNER PRIOR TO COMMENCEMENT OF WORK DESCRIBED ON THESE DRAWINGS. 6.ANY CONTRACTOR(S) USING THESE DRAWINGS, BY SAID USE, SHALL BE SUBJECT TO THE INDEMNIFICATION PROVISIONS OF THE “LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC” SECTION OF THE IDOT SPECIFICATIONS, WHERE, THE OWNER, MG2A SHALL BE SUBSTITUTED FOR THE WORD “DEPARTMENT” IN THESE PROVISIONS. 7.EQUALS SHALL BE DETERMINED BY MG2A AND OWNER ONLY AND MAY REQUIRE THE APPROVAL OF VARIOUS AGENCIES PERMITTING THE WORK. 8.MG2A, THE OWNER, AND GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK ARE TO BE NOTIFIED PRIOR TO THE CONSTRUCTION OF ANY IMPROVEMENTS NOT DESCRIBED ON THESE DRAWINGS OR CONSTRUCTING IMPROVEMENTS DIFFERENTLY THAN AS DESCRIBED ON THESE DRAWINGS (FIELD CHANGES). GOVERNMENTAL AGENCIES/ LOCAL UTILITY AGENCIES HAVING JURISDICTION OVER THIS WORK INCLUDE: UNITED CITY OF YORKVILLE, AND ILLINOIS DOT - DISTRICT 3 (IL ROUTE 47 RIGHT-OF-WAY). 9.ALL PROPOSED ELEVATIONS SHOWN ON THE PLANS ARE FINISHED SURFACE ELEVATIONS UNLESS OTHERWISE SPECIFIED. 10.PERMITS SHALL BE OBTAINED FROM ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION PRIOR TO THE INITIATION OF CONSTRUCTION ACTIVITY. MG2A HAS NOT OBTAINED PERMITS FOR THE WORK. THE OWNER OR CONTRACTOR SHALL OBTAIN ALL PERMITS. 11.MG2A, THE OWNER, AND GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK ARE TO BE NOTIFIED BY THE CONTRACTOR A MINIMUM OF 2 WORKING DAYS PRIOR TO COVERING ANY EXPOSED SUBGRADE, PLACING ANY FILL, BACKFILLING SANITARY, WATER, OR STORM LINES, PLACING BASE COURSE STONE, PLACING CONCRETE, OR PLACING ASPHALT. EXISTING FIELD TILES, UTILITIES AND CONFLICTS NOTES 1.THE CITY ENGINEER SHALL BE NOTIFIED UPON ENCOUNTERING ANY FIELD TILE ON SITE. A MEETING SHALL BE CONDUCTED ON SITE WITH THE CITY ENGINEER, PRIOR TO ANY DISPOSITION BEING DETERMINED. THE CITY ENGINEER HAS SOLE AUTHORITY IN REQUIREMENTS FOR ANY FIELD TILE ENCOUNTERED DURING CONSTRUCTION. 2.THE CONTRACTOR SHALL CALL JULIE # 1-800-892-0123 PRIOR TO ANY EXCAVATION TO ASSURE ALL UTILITIES ARE LOCATED PROPERLY. DAMAGE TO UTILITIES SHALL BE PROMPTLY REPORTED TO THE UTILITY OWNER AND REPAIRED AT THE CONTRACTORS EXPENSE. 3.EXISTING STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND OTHER UTILITIES MAY EXIST BUT MAY NOT HAVE BEEN MARKED BY JULIE. THESE UTILITIES MAY NOT APPEAR ON THE FINAL PLANS AND SPECIFICATIONS. 4.THE CONTRACTOR SHALL CONTACT MUNICIPAL, COUNTY, AND STATE GOVERNMENTAL AGENCIES THAT MAY REASONABLY BE EXPECTED TO HAVE UTILITIES ON OR NEAR AREAS TO BE EXCAVATED IN ORDER TO HAVE THE UTILITIES LOCATED PROPERLY. 5.THE LOCATION OF AN UNDERGROUND UTILITY IS OFTEN NOT KNOWN. THE ACTUAL DEPTH AND ALIGNMENT OF UTILITIES HAVE NOT BEEN MEASURED BY MG2A. THE LOCATION OF ALL UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY THE CONTRACTOR AT HIS OWN EXPENSE PRIOR TO CONSTRUCTION. 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING MG2A AND THE UTILITY OWNER TO RESOLVE ANY UTILITY OR OTHER CONFLICTS NOT INDICATED WITHIN THE PLANS PRIOR TO INSTITUTING ANY CHANGES. 7.EXPENSE IN CONNECTING PROPOSED UTILITIES TO EXISTING UTILITIES SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT, UNLESS OTHERWISE INDICATED. PAVEMENT & CURB NOTES 1.TRENCH BACKFILL SHALL BE USED IN ALL TRENCHES UNDER AND WITHIN 5 FEET OF PAVED OR GRAVEL AREAS AND IN ACCORDANCE WITH THE APPLICABLE ARTICLES OF THE IDOT SPECIFICATIONS AND ISPE SPECIFICATIONS AND CITY REQUIREMENTS. EARTHWORK 1.THE EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS SHALL BE CONSIDERED AGREED TO BY THE CONTRACTOR(S). THE CONTRACTOR(S) MAY, AT THEIR OWN COST, COLLECT ADDITIONAL TOPOGRAPHIC INFORMATION PRIOR TO COMMENCING WITH WORK DESCRIBED ON THESE PLANS. ANY DISCREPANCIES BETWEEN TOPOGRAPHIC DATA COLLECTED BY THE CONTRACTOR(S) AND THE EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS SHALL BE REPORTED TO MG2A AND THE OWNER PRIOR TO COMMENCEMENT OF WORK. 2.WHENEVER DURING CONSTRUCTION OPERATIONS ANY LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF GUTTERS, DRAINAGE STRUCTURES, OR DITCHES SUCH THAT THE NATURAL FLOW LINE OF WATER IS OBSTRUCTED, THIS LOOSE MATERIAL SHALL BE REMOVED AT THE CLOSE OF EACH WORKING DAY. AT THE CONCLUSION OF CONSTRUCTION OPERATIONS, ALL DRAINAGE STRUCTURES AND FLOW LINES SHALL BE FREE FROM DIRT AND DEBRIS. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. 3.SURPLUS EXCAVATED SOIL MATERIALS SHALL BE TRANSPORTED TO LOCATIONS ON THE PROPERTY DESIGNATED BY THE OWNER, OR AS IDENTIFIED OTHERWISE IN PROJECT SPECIFICATIONS, DOCUMENTS, OR SPECIAL PROVISIONS. 4.THE CONTRACTOR SHALL PROVIDE ALL EARTH MATERIAL REQUIRED TO ACHIEVE THE WORK DESCRIBED IN THESE FINAL PLANS AND SPECIFICATIONS. THIS INCLUDES PROVIDING AND HAULING SUITABLE FILL TO THE SITE AS MAY BE NECESSARY. 5.ALL FILLS SHALL BE COMPACTED LIFTS WITH A MAXIMUM THICKNESS OF 6 INCHES OR AS OTHERWISE SPECIFIED BY THE OWNER OR OWNERS REPRESENTATIVE. 6.PRIOR TO COMMENCING ANY FILL OPERATIONS IN STRUCTURAL BUILDING, PAVEMENT, GRAVEL, OR SIDEWALK AREAS, ALL TOPSOIL IS TO BE REMOVED. 7.UPON STRIPPING OF TOPSOIL FROM STRUCTURAL, PAVEMENT, GRAVEL, AND/OR UTILITY AREAS AND PRIOR TO PLACEMENT OF FILL OF ANY TYPE, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND/OR THE OWNER. 8.IN-SITU SOILS AND EARTH FILL PLACED IN STRUCTURAL AND PAVEMENT AREAS IN SHALL BE EVALUATED USING A FULLY LOADED EXCAVATION HAULING TRUCK (PROOF ROLLED) PRIOR TO COMMENCEMENT OF FURTHER WORK UNLESS OTHERWISE SPECIFIED BY THE OWNERS REPRESENTATIVE. 9.THE CONTRACTOR SHALL CONTACT THE OWNER PRIOR TO COMMENCING CONSTRUCTION TO DETERMINE IF ANY SOIL STUDIES HAVE BEEN COMPLETED OR ANY RECOMMENDATIONS HAVE BEEN REPORTED REGARDING EARTHWORK. 10.THE CONTRACTOR SHALL CONTACT THE OWNER PRIOR TO COMMENCING CONSTRUCTION TO DETERMINE IF ANY PARTICULAR TESTING OF SOIL SURFACES OR FILL SOILS IS REQUIRED. 11.FINAL TOPSOIL THICKNESS IN LANDSCAPE AREAS SHALL BE A MINIMUM OF 4" UNLESS OTHERWISE SPECIFIED BY THE OWNERS REPRESENTATIVE. 12.UNLESS OTHERWISE AGREED TO BY THE OWNER AND CONTRACTOR, EARTHWORK INCLUDES ALL CLEARING, GRUBBING, TREE REMOVAL, EXCAVATION, FILL, OVERHAUL, FINISHED GRADING, AND PLACEMENT OF TOPSOIL TO ACHIEVE THE WORK DESCRIBED IN THESE FINAL PLANS AND SPECIFICATIONS. SANITARY SEWER NOTES 1.ALL SANITARY SEWER GRAVITY PIPE AND FITTINGS SHALL BE POLYVINYL CHLORIDE (PVC) SDR 26 AND SHALL BE IN ACCORDANCE WITH ASTM D-3034 FOR PIPES 15" AND SMALLER. WALL THICKNESS SHALL BE T-1 (HEAVY WALL) MEETING THE REQUIREMENTS OF ASTM F-679. JOINT MATERIAL TO CONFORM TO ASTM D-3212 & F-477, UNLESS OTHERWISE NOTED ON THE PLANS. 2.SANITARY SEWER SHALL BE CONSTRUCTED ON A MINIMUM BEDDING OF 4" AND THE PIPE BACKFILLED WITH A MINIMUM 12" OF BEDDING MATERIAL COVERING THE PIPE. BEDDING MATERIAL SHALL BE CLASS 1 (CA-7) IN COMPLIANCE WITH ASTM D-2321. 3.ALL SANITARY MANHOLES SHALL BE TYPE A, PRECAST CONCRETE 48" INSIDE DIAMETER WITH A MINIMUM 4" CONCRETE ADJUSTING RING (MAXIMUM 12") AND EJIW 1022-3 FRAME OR NEENAH R-1772-CVH AND GASKETED LID PER CITY STANDARD. ALL STRUCTURES SHALL EXTERNAL CHIMNEY SEALS. ALL PIPE CONNECTIONS SHALL HAVE RUBBER BOOT CONNECTIONS PRECAST INTO PROPOSED STRUCTURE OR CORED INTO EXISTING STRUCTURES AND SEALED WITH NON-SHRINK MORTAR COLLAR. 4.MAXIMUM ALLOWABLE INFILTRATION FOR GRAVITY SEWER SHALL BE 75 GAL PER INCH DIA. PER MILE PER DAY. 5.ALL SANITARY SEWER MAINS SHALL BE AIR TESTED CONFORMING TO ISPE SPECIFICATIONS SECTION 31-1.13C. 6.ALL SANITARY SEWER SHALL BE TESTED FOR DEFLECTION IN ACCORDANCE WITH SECTIONS 31-1.13D OF THE ISPE SPECIFICATIONS. 7.ALL SANITARY MANHOLES SHALL BE LEAKAGE TESTED (VACUUM TEST) IN ACCORDANCE WITH ASTM C1244. OR C969 WATER MAIN AND/OR SERVICE NOTES 1.WATER MAIN PIPE: ALL WATER MAIN PIPE MATERIAL, SIZE AND TYPE SHALL BE INSTALLED AS INDICATED ON THE UTILITY PLAN. UNLESS OTHERWISE NOTED ON THE PLANS, ALL WATER MAIN PIPE 3" DIAMETER AND LARGER SHALL BE CONSTRUCTED OF BITUMINOUS-COATED CEMENT-LINED DUCTILE IRON PIPE, CLASS 52, CONFORMING TO ANSI A21.51 (AWWA C151). CEMENT MORTAR LINING SHALL CONFORM TO ANSI A21.4 (AWWA C104). THE JOINTS SHALL BE PUSH-ON COMPRESSION GASKET JOINTS CONFORMING TO ANSI A21.11 (AWWA C111). ANY CHANGES TO THE PIPE MATERIAL, SIZE AND TYPE MUST BE APPROVED BY THE OWNER, ENGINEER AND CITY OF YORKVILLE PRIOR TO ORDERING MATERIALS AND INSTALLING THE PIPE. 2.WHENEVER A SEWER CROSSES UNDER A WATER MAIN, THE VERTICAL DISTANCE FROM THE TOP OF THE SEWER TO THE BOTTOM OF THE WATER MAIN SHALL BE 18", FURTHERMORE A MINIMUM DISTANCE OF 10 FEET BETWEEN STORM SEWERS AND WATER MAINS SHALL BE MAINTAINED UNLESS THE SEWER IS LAID IN A SEPARATE TRENCH, KEEPING A MINIMUM 18" VERTICAL SEPARATION; OR THE SEWER IS LAID IN THE SAME TRENCH WITH THE WATER MAIN LOCATED AT THE OPPOSITE SIDE ON A BENCH OF UNDISTURBED EARTH KEEPING A MINIMUM 18" VERTICAL SEPARATION. IF EITHER THE VERTICAL OR THE HORIZONTAL DISTANCES DESCRIBED ABOVE CANNOT BE MAINTAINED, OR THE SEWER CROSSES ABOVE THE WATER MAIN, THEN, FOR A MINIMUM DISTANCE OF 10' ON EACH SIDE OF THE CONFLICT, THE SEWER SHALL BE CONSTRUCTED OF WATER MAIN QUALITY PIPE ACCORDANCE WITH SECTION 41-2.01 OF THE "STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION IN ILLINOIS," LATEST EDITION . 3.A 10 FOOT MINIMUM SEPARATION SHALL BE MAINTAINED BETWEEN PARALLEL STORM SEWER AND WATER MAIN LINES, AND BETWEEN PARALLEL SANITARY SEWER AND WATER MAIN LINES, IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS, LATEST EDITION & SECTION 41-2.01. 4.ALL WATER MAIN MUST HAVE A MINIMUM COVER DEPTH OF 5'-6". ALL WATER MAIN MUST BE WRAPPED IN POLYETHYLENE USING METHOD B. ALL JOINTS MUST BE RESTAINED WITH MEGALUGS (EBAA IRON) ONLY. 5.ALL VALVES AND HYDRANTS SHALL BE SUBMITTED TO THE CITY OF YORKVILLE WATER DEPARTMENT FOR WRITTEN APPROVAL PRIOR TO ORDERING. 6.A MINIMUM OF 48 HOURS PRIOR TO ANY WATER USAGES (IE FLUSHES, FILLS, ETC), THE CONTRACTOR MUST CALL THE CITY OF YORKVILLE WATER DEPARTMENT TO GET APPROVAL OF SAID USAGE. ANY UNAUTHORIZED USAGES WILL RESULT IN PENALTIES. 7.WATER SERVICE WITH SIZES UNDER 3" DIAMETER SHALL BE TYPE K COPPER AND BE CONTINUOUS FROM CORPORATION STOP TO THE CURB STOP AND CONTINUOUS (ONE PIECE) FROM THE CURB STOP TO THE METER (INSIDE THE BUILDING). NO UNIONS ARE PERMITTED. ANY WATER SERVICE 3" DIAMETER OR LARGER SHALL ADHERE TO THE REQUIREMENTS OF WATER MAIN PIPE. STORM SEWER NOTES 1.ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) CLASS IV, CONFORMING TO ASTM C76 WITH "O" RING JOINTS CONFORMING TO ASTM C443, UNLESS OTHERWISE NOTED ON THE PLANS OR APPROVED BY THE OWNER. 2. ALL STORM STRUCTURES SHALL BE PRECAST CONCRETE OF THE TYPE AND DIAMETER AS SPECIFIED IN THE PLANS WITH APPROPRIATE FRAME AND LID/GRATE. SOLID LIDS SHALL BE IMPRINTED WITH 'STORM'. 3.ALL STORM SEWER REMOVED FOR THE CONVENIENCE OF THE CONTRACTOR AND IS NOT IDENTIFIED FOR REMOVAL IS INCIDENTAL. STORM WATER, SEDIMENT & EROSION CONTROL 1.ACCORDING TO THE LIMITS OF IMPROVEMENTS DESCRIBED ON THIS PLAN SET, THE TOTAL DISTURBED AREA IS MORE THAN ONE ACRE AND WILL REQUIRE AN NPDES CONSTRUCTION STORMWATER PERMIT. THE OWNER AND CONTRACTOR SHOULD ASSURE BEST MANAGEMENT PRACTICES FOR STORM WATER AND SEDIMENT CONTROL ARE UTILIZED AND MAINTAINED. SPECIAL ATTENTION SHOULD BE PAID TO DISPOSAL OF MATERIALS SUCH AS EXCESS CONCRETE AND CLEANING WHEELS BEFORE LEAVING THE SITE. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING THE REQUIREMENTS OF ALL APPLICABLE SOIL EROSION AND SEDIMENT CONTROL ORDINANCES. 3.ALL DISTURBED AREAS SHALL BE SEEDED PER IDOT CLASS 1 LAWN MIXTURE WITHIN 14 DAYS OF SUBSTANTIAL COMPLETION OF THE SITE CONSTRUCTION OPERATIONS UNLESS OTHERWISE NOTED ON PLANS. 4.DITCH CHECKS, INLET PROTECTION, AND OTHER LIKE CONTROLS SHALL BE INSTALLED IMMEDIATELY AFTER THE RELEVANT CONSTRUCTION ACTIVITIES. 5.ALL TEMPORARY EROSION CONTROL SHALL BE INSPECTED AND MAINTAINED, BY THE CONTRACTOR, ON A WEEKLY BASIS. 6.ALL STORM SEWER STRUCTURES ARE TO BE PROTECTED FROM SEDIMENT WITH APPROVED INLET PROTECTION FILTER BAGS/BASKETS.. 7.ALL ADJACENT STREETS MUST BE KEPT CLEAR OF DEBRIS. INSPECT DAILY AND CLEAN WHEN NECESSARY. WETLANDS / FLOODPLAIN 1.NO EXISTING WETLAND HAVE BEEN IDENTIFIED. 2.THE PROPERTY IS AS LOCATED IN A "ZONE X" DESIGNATED AREA, AS IDENTIFIED ON PANEL 0030G, EFFECTIVE FEBRUARY 04, 2009 OF FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM). GENERAL NOTES DRAINAGE CERTIFICATE "I, _________________________, A REGISTERED PROFESSIONAL ENGINEER IN ILLINOIS AND _________________________, THE OWNER OF THE LAND DEPICTED HEREON OR HIS DULY AUTHORIZED ATTORNEY, DO HEREBY STATE, THAT TO THE BEST OF OUR KNOWLEDGE AND BELIEF, REASONABLE PROVISION HAS BEEN MADE FOR COLLECTION AND DIVERSION OF SUCH SURFACE WATERS AND PUBLIC AREAS, OR DRAINS WHICH THE SUBDIVIDER HAS A RIGHT TO USE, AND THAT SUCH SURFACE WATERS WILL BE PLANNED OR IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES SO AS TO REDUCE THE LIKELY HOOD OF DAMAGE TO THE ADJOINING PROPERTY BECAUSE OF THE CONSTRUCTION OF THE SUBDIVISION. FURTHER, AS A REGISTERED PROFESSIONAL ENGINEER IN ILLIOIS, I HEREBY CERTIFY THAT THE PROPERTY WHICH IS THE SUBJECT OF THIS SUBDIVISION OR ANY PART THEREOF IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA AS IDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY." STATE OF ILLINOIS COUNTY OF __________ DESCRIPTION: PK NAIL AT SOUTHEAST CORNER OF ILLINOIS ROUTE 47 AND WATERPARK WAY, LOCATED +/- 67 FT SOUTH OF THE CENTERLINE OF WATERPARK WAY. ELEV.=648.11 CONSTRUCTION DETAILSC9 (12 Sheets Total) LIGHTING / PHOTOMETRIC PLANPM1 of 1 LANDSCAPE PLANL1 of 1 SIGNED & SEALED APPLIES TO CIVIL SHEETS ONLY +###.## +###.## +###.## SITE GALE N A R O A D IL ROUTE 47WATER P A R K W A Y 47 C10 CORNEILS ROAD CONSTRUCTION DETAILS & SANITARY PROFILE C4 SITE STRIPING AND SIGNAGE PLAN Will Lenny's Gas N Wash Yorkville, LLC Brian P. Hertz X:\Projects\2019\19-451 - NEC Waterpark Way & Rte. 47 Yorkville - Gas N Wash\DWG\8-Site\C1 COVER + C7 DETAILS.dwg, C1 COVER, 8/21/2019 9:34:09 AM, rraab PIN - 02-09-100-003-0000 IL R O U T E 4 7W A T E R P A R K NO BUILDINGS OBSERVED PART OF 5.63 AC W A Y /27IL R O U T E 4 721/<21/<PIN - 02-09-100-003-0000 IL R O U T E 4 7W A T E R P A R K NO BUILDINGS OBSERVED PART OF 5.63 AC W A Y /2755-ft ROW DEDICATION0.59 ac2 .(()(68%',9,6,2181,721( 3(5'2&22 LOT 1 5.04 ac LOT 20.59 acS87°58'15"W 55.01' N87°58'09"E 55.01'S1°05'31"E 465.06'50' B.S.L.50' B.S.L.S87°58'15"W 55.01' N87°58'09"E 55.01' N87°58'15"E 464.99'N1°05'31"W 465.06'EXISTING CURB & GUTTER TO BE REMOVED FOR NEW ENTRANCES X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X EXISTING FIRE HYDRANT TO BE RELOCATED EXISTING INLET FRAME TO BE REMOVED & REPLACED EXISTING INLET FRAME TO BE REMOVED & REPLACED EXISTING CONDITIONS & DEMOLITION PLANGAS N WASHUNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOISSITE IMPROVEMENT PLANS08/14/19JWPSUBMIT FOR REVIEW------------------------------------------------------------------------------------------------------------------------------------© 2018 M.GINGERICH, GEREAUX & ASSOCIATES SHEET NO. OFDESIGN:DRAWING:CHECKED:APPROVED:PLAN EDITION MILESTONESDATEBYDESCRIPTIONCIVIL ENGINEERINGSURVEYINGM GINGERICH GEREAUX & ASSOCIATES2MGAProfessional Design Firm License # 184.005003www.mg2a.com 25620 S. GOUGAR RD. | MANHATTAN, IL. 60442P. 815-478-9680 F. 815-478-9685C2 C10 LEGAL DESCRIPTION THAT PART OF THE WEST HALF OF SECTION 9, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 3 IN O'KEEFE SUBDIVISION UNIT ONE, RECORDED AS DOCUMENT 200800012915, THENCE NORTH 87 DEGREES 58 MINUTES 09 SECONDS EAST ALONG THE NORTH LINE OF SAID LOT 3 55.01 FEET; THENCE SOUTH 46 DEGREES 33 MINUTES 41 SECONDS EAST ALONG THE NORTH LINE OF SAID LOT 3 70.14 FEET TO THE NORTH RIGHT OF WAY OF ROSENWINKEL STREET (ALSO KNOWN AS WATERPARK WAY); THENCE NORTH 87 DEGREES 58 MINUTES 09 SECONDS EAST ALONG SAID RIGHT OF WAY 108.35 FEET TO A CURVE, CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 315.00 FEET, A CHORD OF 285.34 FEET AND A CHORD BEARING OF NORTH 61 DEGREES 00 MINUTES 09 SECONDS EAST; THENCE ALONG SAID CURVE AND SAID RIGHT OF WAY 296.12 FEET TO A CURVE, CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 385.00 FEET, A CHORD OF 82.42 FEET, AND A CHORD BEARING OF NORTH 40 DEGREES 15 MINUTES 11 SECONDS EAST; THENCE ALONG SAID CURVE AND SAID RIGHT OF WAY 82.58 FEET; THENCE NORTH 01 DEGREES 05 MINUTES 39 SECONDS WEST 324.66 FEET; THENCE SOUTH 87 DEGREES 58 MINUTES 15 SECONDS WEST 520.00 FEET TO THE WEST RIGHT OF WAY OF ROUTE 47; THENCE SOUTH 01 DEGREES 05 MINUTES 31 SECONDS EAST ALONG SAID RIGHT OF WAY 465.06 FEET TO THE POINT OF BEGINNING.X:\Projects\2019\19-451 - NEC Waterpark Way & Rte. 47 Yorkville - Gas N Wash\DWG\8-Site\C3 GEOMETRIC PLAN.dwg, C2 EXISTING & DEMO PLAN, 8/21/2019 9:34:27 AM, rraab IL R O U T E 4 7W A T E R P A R K W A Y /2721/<21/<IL R O U T E 4 7W A T E R P A R K W A Y /27 STORM WATER DETENTION AREA 2 .(()(68%',9,6,2181,721( 3(5'2&22445' C-C SPACING12'x75' LOADING ZONE202.0'REFUSESHED55.0' 5' TOP OF BANK= 650.0 648 646 648 650 650 648 HWL=649.0 ~2.0 Ac-Ft CAR WASH 4,574 S.F.32.7'140.0' 15 VACUUM STALLS @ 10'W = 150'1 H.C. = 16' MENU BOARD & SPEAKER FF=652.20 Dry Bay=651.87 Wash Bay=651.70 11 SP.=99.0' C-STORE 7,000 S.F. 87.5'80.0'2 SP.=18.0'2 H.C. SP=32.0'3 SP.=27.0'FF=652.70 13 SP.=117.0' 142.5' 95.5' 81.5' 10.0' 112.0'93.5'ESCAPE50.5'50.3'69.5'PROPANE PAD ±20'x20'128.8'PROPOSED RIGHT-IN / RIGHT-OUT ACCESSw/ MOUNTABLE MEDIAN PER IDOT STANDARDSPROP. 5' CONC. SIDEWALK DETE C T A B L E WAR NI N G ( T Y P.)82.0 '31.5'25.0'26.2'12.0'11.3'18.0'25.0'3.0'9.0'9.0'9.0'19.0'7.1'3.0'3.0'19.0'28.0'30.9'82.0'7.0'12.5'FUEL CANOPY FUEL CANOPY 24.0'64.0' 32.0'167.0'PROP. 20' WIDE EMERGENCY OVERFLOW SPILLWAY WIER ELEV.=649.00 PR. 2'x20' MONUMENT SIGNUNDERGROUNDFUEL TANKSUNDERGROUNDFUEL TANKSVACUUM CANOPY PAY STATION CANOPY PROP BARRIER CURB, TYPE B6 (TYP) OR B6.6 SPECIAL 29.0'19.0'12.0'30.0 ' PROP. DEPRESS CURB SPECIAL (TYP) S87°58'15"W 55.01' N87°58'09"E 55.01'S1°05'31"E 465.06'50' B.S.L.50' B.S.L.R30' R 3 0 'R20'R1 0 'R20'R6'R 5 0 'R 3 0 'R40'R 4 5'R 5 5 'R 4 0' R1 0 ' R 2 0 ' R 5'R2'R2 'R5 ' R 2 0 'R10 ' R 1 0 'R3 'R10'R 3 'R1 0'R10 'R1 0'R1 0'R 2'R10 'R1 0'R1 6 'R 5 0 ' R 55'R50'R50'R20'R20'R30'R15'R33'R 20'R 1 5 ' R 8'R2'R3'R50'R39'R10'S87°58'15"W 55.01' N87°58'09"E 55.01' N87°58'15"E 464.99'N1°05'31"W 465.06'PROP B-6.12 CURB & GUTTER PROP 6 L.F. TRANSITION B6 CURB TO B6.12 C & G SITE PAVING AND GEOMETRIC PLANGAS N WASHUNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOISSITE IMPROVEMENT PLANS08/14/19JWPSUBMIT FOR REVIEW------------------------------------------------------------------------------------------------------------------------------------© 2018 M.GINGERICH, GEREAUX & ASSOCIATES SHEET NO. OFDESIGN:DRAWING:CHECKED:APPROVED:PLAN EDITION MILESTONESDATEBYDESCRIPTIONCIVIL ENGINEERINGSURVEYINGM GINGERICH GEREAUX & ASSOCIATES2MGAProfessional Design Firm License # 184.005003www.mg2a.com 25620 S. GOUGAR RD. | MANHATTAN, IL. 60442P. 815-478-9680 F. 815-478-9685C3 C10 LEGEND -PROP STANDARD DUTY HMA PAVEMENT - SY -PROP HEAVY DUTY HMA PAVEMENT - SY -PROP CONCRETE PAVEMENT - SY PARKING DATA Gas Station & Convenience Store (7,000 sf): Convenience Store Number of Parking Stalls Provided:31 Number of Parking Stalls Req'd: 21 (3 spaces /1,000 s.f) Drive Thru / Behind Menu Board Number of Stacking Stalls Provided:7 Number of Stacking Stalls Req'd: 3 Drive Thru / Menu to 1st Window Number of Stacking Stalls Provided:3 Number of Stacking Stalls Req'd: 3 Automatic Car Wash: Entrance Number of Stacking Stalls Provided:5 Number of Stacking Stalls Req'd: 5 (5 stalls per bay) Exit Number of Stacking Stalls Provided:2 Number of Stacking Stalls Req'd: 2 (2 stalls per bay) Pay Station Number of Stacking Stalls Provided:15 Number of Stacking Stalls Req'd: n/a Vacuum Stalls / Parkling Number of Parking Stalls Provided:16 Number of Parking Stalls Req'd: n/a SITE DATA Area:219,693.83 sq.ft. (5.04 ac) Current Zoning:B-3 Building Area:11,813 sq.ft. Building Coverage:5.4% Pavement Area*:104,505 sq.ft. Pavement Coverage*:47.6% Landscaping Area:**TBD sq.ft.± Landscaping Coverage:**TBD %± Impervious Coverage:67% * Fueling Canopies are included in Pavement Area. **To be verified with Landscape Architect Plan Height of Proposed C-Store: 34' Height of Proposed Car Wash:21'-2"X:\Projects\2019\19-451 - NEC Waterpark Way & Rte. 47 Yorkville - Gas N Wash\DWG\8-Site\C3 GEOMETRIC PLAN.dwg, C3 GEOMETRIC PLAN, 8/21/2019 9:34:35 AM, rraab IL R O U T E 4 7W A T E R P A R K W A Y /2721/<21/<IL R O U T E 4 7W A T E R P A R K W A Y /27 PROP. CROSSWALK PAINT PVMT. MARKINGS 2-6" LINES 5' APART, W/6" DIAGONALS @ 3' O.C., WHITE, TYP. STORM WATER DETENTION AREA 2 .(()(68%',9,6,2181,721( 3(5'2&22445' C-C SPACING12'x75' LOADING ZONE202.0'REFUSESHED55.0' CAR WASH 4,574 S.F.32.7'140.0' MENU BOARD & SPEAKER FF=652.20 Dry Bay=651.87 Wash Bay=651.70 C-STORE 7,000 S.F. 87.5'80.0'FF=652.70 PROPANE PAD ±20'x20'PROPOSED RIGHT-IN / RIGHT-OUT ACCESSw/ MOUNTABLE MEDIAN PER IDOT STANDARDSFUEL CANOPY FUEL CANOPY 24.0'64.0' 32.0'167.0'PR. 2'x20' MONUMENT SIGNUNDERGROUNDFUEL TANKSUNDERGROUNDFUEL TANKSPROP PAVEMENT MARKINGS LETTERS & SYMBOLS (WHITE) THRU ARROW (SMALL SIZE) TYP SIGNAGE: DO NOT ENTER PROP DUAL PAINT PAVEMENT MARKINGS 4" LINE 3 FT O.C., 2 COATS (YELLOW) TYP (4 LINES TOTAL - 108 L.F. EACH) PROP. PAINT PAVEMENT MARKINGS 4" LINE, 2 COATS (YELLOW), TYP. SIGNAGE: ONE-WAY SIGNAGE: HC PARKING, TYP. PROP. LOADING ZONE PAINT PVMT. MARKINGS 6" LINES, W/6" DIAGONALS @ 3' O.C., WHITE, TYP. PROP. STOP BAR 24" LINE,WHITE, TYP. PROP. 30" STOP SIGN, R1-1 PROP. 30" DO NOT ENTER SIGN, R5-1 & 30"x36" RIGHT TURN ONLY SIGN, R3-5 PROP. 36" NO LEFT TURN SIGN, R3-2 VACUUM CANOPY PAY STATION CANOPY S87°58'15"W 55.01' N87°58'09"E 55.01'S1°05'31"E 465.06'50' B.S.L.50' B.S.L.S87°58'15"W 55.01' N87°58'09"E 55.01' N87°58'15"E 464.99'N1°05'31"W 465.06'SITE STRIPING AND SIGNAGE PLANGAS N WASHUNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOISSITE IMPROVEMENT PLANS08/14/19JWPSUBMIT FOR REVIEW------------------------------------------------------------------------------------------------------------------------------------© 2018 M.GINGERICH, GEREAUX & ASSOCIATES SHEET NO. OFDESIGN:DRAWING:CHECKED:APPROVED:PLAN EDITION MILESTONESDATEBYDESCRIPTIONCIVIL ENGINEERINGSURVEYINGM GINGERICH GEREAUX & ASSOCIATES2MGAProfessional Design Firm License # 184.005003www.mg2a.com 25620 S. GOUGAR RD. | MANHATTAN, IL. 60442P. 815-478-9680 F. 815-478-9685C4 C10 X:\Projects\2019\19-451 - NEC Waterpark Way & Rte. 47 Yorkville - Gas N Wash\DWG\8-Site\STRIPING SIGNAGE PLAN.dwg, STRIPING-SIGNAGE, 8/21/2019 9:34:51 AM, rraab IL R O U T E 4 7W A T E R P A R K W A Y /27IL R O U T E 4 721/<21/<IL R O U T E 4 7W A T E R P A R K W A Y /27 STORM WATER DETENTION AREA 2 .(()(68%',9,6,2181,721( 3(5'2&22445' C-C SPACING12'x75' LOADING ZONE202.0'REFUSESHED55.0' 5' TOP OF BANK= 650.0 648 646 648 650 650 648 HWL=649.0 ~2.0 Ac-Ft CAR WASH 4,574 S.F.32.7'140.0' MENU BOARD & SPEAKER 101 L.F. OF 6" PVC SDR 26 SANITARY SERV @ 1.20% PR GREASE TRAP RIM=652.20 6" INV E=646.06 6" INV W=646.30 PR SAN INSPECTION M.H. RIM = 651.60 6" INV W=645.77 6" INV NW=645.77 6" INV N= 645.75 PR TRIPLE SEPARATOR TANKS FOR CAR WASH RIM = 650.30 6" W INV= 645.75 6" N INV= 645.77 PR TRENCH DRAIN248 L.F. OF 6" PVC SDR 26 SANITARY SERV. @ 1.20% PR SAN M.H. RIM = 647.20 10" INV N=634.04 10" INV S=634.02 FF=652.20 Dry Bay=651.87 Wash Bay=651.70 49 L.F. OF 10" PVC SDR 26 SANITARY SEWER @ 0.35% 223 L.F. OF 10" PVC SDR 26 SANITARY SEWER @ 0.35% PR SAN M.H. RIM = 648.00 10" INV N=636.08 (STUB) 10" INV S=635.94 PR SAN M.H. RIM = 650.00 10" INV N=635.08 10" INV S=635.06 6" INV E=641.06 244 L.F. OF 10" PVC SDR 26 SANITARY SEWER @ 0.35% PR SAN M.H. RIM = 650.40 6" INV N=644.36 6" INV S=644.36 6" INV W=644.34 138 L.F. OF 6" PVC SDR 26 SANITARY SERV. @ 1.30% C-STORE 7,000 S.F. 87.5'80.0'FF=652.70 PROPANE PAD ±20'x20'PROPOSED RIGHT-IN / RIGHT-OUT ACCESSw/ MOUNTABLE MEDIAN PER IDOT STANDARDSPROP. 5' CONC. SIDEWALK DETE C T A B L E WAR NI N G ( T Y P.) OIL/WATER SEPARATOR FUEL CANOPY FUEL CANOPY 24.0'64.0' 32.0'167.0'PROP. 20' WIDE EMERGENCY OVERFLOW SPILLWAY WIER ELEV.=649.00 @1.9%PR. 2'x20' MONUMENT SIGNUNDERGROUNDFUEL TANKSUNDERGROUNDFUEL TANKSVACUUM CANOPY PAY STATION CANOPY PR. 6" PVC @ BLDG. INV=646.16 PR SAN M.H. RIM = 648.00 10" INV N=634.24 10" INV S=634.22 62 L.F. OF 6" PVC SDR 26 SAN SERV @ 1.50% 28 L.F. OF 6" PVC SDR 26 SANITARY SERV. @ 1.50% PR. 6" PVC @ BLDG. INV=646.19 PR. 6" PVC WYE INV=642.72 RISER INV=644.82 PR. 6" PVC @ BLDG. INV=646.30 35 L.F. OF 6" PVC SDR 26 SANITARY SERV @ 1.50% 24 L.F. OF 6" PVC SDR 26 SANITARY SERV @ 1.20% @1.9% 8" PVC @ 1% 8" PVC @ 1% PROP. DEPRESS CURB SPECIAL (TYP) 6" PVC @ 1% 3" DRAIN @ 1% (TYP) 6" PVC DS @ 1% (TYP) 3" PVC - 15' @ 1% (TYP) FIELD VERIFY SANITARY SEWER STUB LOCATION & ELEVATION PR 2" WATER SERVICE, COPPER TY. K (TO BE CONFIRMED w/ ANY FIRE PROTECTION REQUIREMENTS) PR 6" D.I. WATER SERVICE (PER FIRE PROTECTION REQUIREMENTS) SPLIT DOMESTIC WATER SERVICE IN BUILDING PR FIRE HYDRANT & 6" VALVE & BOX FG-650.50 PR 90° BEND PR 90° BEND PR 90° BEND & 6 x 6 TEE PR 8"x6" TAPPING SLEEVE W/ 6" VALVE IN VAULT RIM-648.50 PR 11 1/4° BEND EX FIRE HYDRANT RELOCATEDIL R O U T E 4 7W A T E R P A R K W A Y /27IL R O U T E 4 7W A T E R P A R K W A Y /27SITE UTILITY PLANGAS N WASHUNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOISSITE IMPROVEMENT PLANS08/14/19JWPSUBMIT FOR REVIEW------------------------------------------------------------------------------------------------------------------------------------© 2018 M.GINGERICH, GEREAUX & ASSOCIATES SHEET NO. OFDESIGN:DRAWING:CHECKED:APPROVED:PLAN EDITION MILESTONESDATEBYDESCRIPTIONCIVIL ENGINEERINGSURVEYINGM GINGERICH GEREAUX & ASSOCIATES2MGAProfessional Design Firm License # 184.005003www.mg2a.com 25620 S. GOUGAR RD. | MANHATTAN, IL. 60442P. 815-478-9680 F. 815-478-9685C5 C10 1 Manhole Type A, 4' Dia w/ EJIW 1050 Fr & M1 Gr Rim-648.50 12" INV S = 644.62 12" INV NE = 644.64 1.10 Manhole Type A, 4' Dia w/ EJIW 1050 Fr & M1 Gr Rim-650.00 12" INV SW =644.23 12" INV NE =644.25 1.20 Catch Basin Type A, 6' Dia w/ EJIW 120 Fr & M1 Gr Outlet Control Structure (see detail) Rim-651.00 12" INV SW =645.88 12" INV NW =645.90 1.30 PRC Flared End Section 12" INV SE = 646.00 2.00 PRC Flared End Section 18" INV SW = 646.00 2.10 Manhole Type A, 4' Dia w/ EJIW 1050 Fr & M1 Gr Rim-649.20 18" INV E =646.09 12" INV W =646.11 18" INV S = 646.11 2.12 Inlet Type B w/EJIW 1050 Fr & M1 Gr Rim-650.20 12" INV SE =646.27 8" INV N = 646.40 6" INV W = 646.50 2.20 Manhole Type A, 4' Dia w/ EJIW 1050 Fr & M1 Gr Rim-649.30 18" INV N =646.34 18" INV W =646.36 2.30 Manhole Type A, 4' Dia w/ EJIW 1050 Fr & M1 Gr Rim-649.35 18" INV E =646.53 12" INV NW =646.55 12 " INV W =646.55 2.32 Manhole Type A, 4' Dia w/ EJIW 1050 Fr & M1 Gr Rim-650.80 12" INV SE =646.65 12" INV W =646.67 12" INV NW =646.67 2.34 Clean-Out FG-652.50 12" INV E =646.77 2.36 Clean-Out FG-652.50 12" INV SE =646.85 2.40 Inlet Type B w/ EJIW 1050 Fr & M1 Gr Rim-649.50 12" INV E =646.89 12" INV SW =646.91 2.50 Inlet Type A w/ EJIW 1050 Fr & M1 Gr Rim-649.70 12" INV NE =647.47 3.00 PRC Flared End Section 18" INV NW = 646.00 3.10 Inlet Type B w/ EJIW 1050 Fr & M1 Gr Rim-649.20 18" INV E =646.09 18" INV SW =646.11 3.20 Manhole Type A, 4' Dia w/ EJIW 1050 Fr & M1 Gr Rim-649.50 18" INV NE =646.44 12" INV SW=646.46 12" INV NW =646.46 3.22 Inlet Type A w/ EJIW 1050 Fr & M1 Gr Rim-649.70 12" INV NE =646.61 3.30 Manhole Type A, 4' Dia w/ EJIW 1050 Fr & M1 Gr Rim-649.70 12" INV SE=646.68 12" INV W =646.70 12" INV N =646.70 3.40 Inlet Type A w/ EJIW 1050 Fr & M1 Gr Rim-649.30 12" INV E =647.04 3.32 Manhole Type A, 4' Dia w/ EJIW 1050 Fr & M1 Gr Rim-652.20 12" INV S =646.88 12" INV W =646.90 12" INV N =646.90 3.34 Inlet Type A w/ EJIW 1050 Fr & M1 Gr Rim-652.20 12" INV E =646.99 3.36 Trench Drain Rim-652.20 12" INV S =646.95 4.00 PRC Flared End Section 12" INV S = 646.00 4.10 Inlet Type A w/ EJIW 1050 Fr & M1 Gr Rim-649.20 12" INV N =646.11 5.0 PRC Flared End Section 18" INV S = 646.00 5.02 OIL/WATER Separator ADS 36" x 20' RIM=649.70 10" INV W = 646.05 10" INV E = 646.05 5.10 Manhole Type A, 5' Dia w/ EJIW 1050 Fr & M1 Gr Rim-649.20 18" INV N =646.74 10" INV NE=646.07 .12" INV S =646.09 12" INV SE =646.09 5.30 Inlet Type B w/ EJIW 1050 Fr & M1 Gr Rim-649.30 12" INV N =646.46 12" INV S =646.48 5.40 Inlet Type A w/ EJIW 1050 Fr & M1 Gr Rim-649.50 12" INV N =647.10 5.20 Inlet Type B w/ EJIW 1050 Fr & M1 Gr Rim-650.40 12" INV NW =646.95 12" INV W =646.97 12" INV SW =646.97 5.26 Clean-Out FG-650.70 12" INV E =647.25 12" INV S =647.27 5.22 Clean-Out FG-651.20 12" INV NE =647.17 12" INV S =647.19 5.28 Clean-Out FG-650.90 12" INV N =647.90 5.24 Clean-Out FG-650.90 12" INV N =647.73 1.00 - EX 19 ln. ft. - 12'' RCP @ 0.43% 1.10 - 1.00 137 ln. ft. - 12'' RCP @ 0.43% 1.20 - 1.10 144 ln. ft. - 12" RCP @ 0.43% 2.10- 2.00 29 ln. ft. - 18'' RCP @ 0.30% 2.12 - 2.10 38 ln. ft. - 12'' RCP @ 0.40% 2.20 - 2.10 92 ln.ft. - 18" RCP @ 0.25% 2.30 - 2.20 67 ln. ft. - 18'' RCP @0.25% 2.32 - 2.30 24 ln. ft. - 12'' RCP @0.40% 2.34 - 2.32 25 ln. ft. - 12'' RCP @0.40% 2.36 - 2.32 43 ln. ft. - 12'' RCP @0.40% 2.50 - 2.40 140 ln. ft. - 12'' RCP @0.40% 3.10 - 3.00 27 ln.ft. - 18" RCP @ 0.30% 3.20 - 3.10 130 ln. ft. - 18'' RCP @0.25% 3.22 - 3.20 36 ln. ft. - 12'' RCP @0.40% 3.30 - 3.20 43 ln. ft. - 12'' RCP @0.50% 3.40 - 3.30 84 ln. ft. - 12'' RCP @0.40% 3.32 - 3.30 45 ln. ft. - 12'' RCP @0.40% 3.34 - 3.32 22 ln. ft. - 12'' RCP @0.40% 3.36 - 3.32 11 ln. ft. - 12'' RCP @0.40% 4.10 - 4.00 27 ln. ft. - 12'' PVC @0.40% 5.10 - 5.00 28 ln. ft. - 24'' RCP @0.25% 5.01 - 5.02 34 ln. ft. - 10" PVC @ 0.15% 5.02 - 5.10 12 ln. ft. - 10" PVC @ 0.20% 5.30 - 5.10 91 ln. ft. - 12'' RCP @0.40% 5.40 - 5.30 153 ln. ft. - 12'' RCP @0.40% 5.20 - 5.10 171 ln. ft. - 12'' RCP @0.50% 5.26 - 5.20 70 ln. ft - 12" RCP @ 0.40% 5.22 - 5.20 49 ln. ft. - 12'' RCP @0.40% 5.28 - 5.26 157 ln. ft. - 12'' RCP @0.40% 5.24 - 5.22 133 ln. ft. - 12'' RCP @0.40%X:\Projects\2019\19-451 - NEC Waterpark Way & Rte. 47 Yorkville - Gas N Wash\DWG\8-Site\SITE UTILITY PLAN.dwg, C4 UTILITY, 8/21/2019 9:35:13 AM, rraab IL R O U T E 4 7W A T E R P A R K W A Y /27IL R O U T E 4 721/<21/<IL R O U T E 4 7W A T E R P A R K W A Y /27 STORM WATER DETENTION AREA 2 .(()(68%',9,6,2181,721( 3(5'2&22445' C-C SPACING12'x75' LOADING ZONE202.0'REFUSESHED55.0' 5' TOP OF BANK= 650.0 648 646 648 650 650 648 HWL=649.0 ~2.0 Ac-Ft CAR WASH 4,574 S.F.32.7'140.0' MENU BOARD & SPEAKER 650.20 651.40650.90651.70651.206 5 1 . 7 0651.20651.20650.70650.20649.50 650.706 5 2 . 2 0 652.7065 2 . 3 0 652.2065 1 . 8 0 652.20650.90649.9 0 652.506 5 2 . 5 0 652.1565 2 . 1 5 651.60652.30 651.8 0 651.60652. 2 0 649 . 9 0 6 4 9 . 7 0 650.20 649.20 650.80 650.00650.20650.00649.20 64 9 . 2 0 649.80 649.60 649. 3 0 651.70 650.40 652.50651. 4 0 651.50652.10 651.20651.30651.606 5 2 . 1 0651.60652.10 651.60 649.3 0 6 4 9 . 7 0 650.30 650.7 0 651.1065 0 . 3 0 649. 9 0 649.50 649.90650.20651.00650.5 0 650.2 0 649.70 650 . 2 0 65 0 . 3 0649.60650.00 64 9 . 6 0 649.30650.40650.40652.50650.006 4 9 . 7 0650.20651.10 649.50651.10650.80 650. 8 0 651.45 649.3 5650.30649.80649.60650. 9 0 6 5 1 . 7 0 6 5 1 . 4 0 65 1 . 4 0 650.40 652.00651.60652.10649. 8 0 649.80649 . 2 0650.60PR TRENCH DRAINFF=652.20 Dry Bay=651.87 Wash Bay=651.70 649.70650. 2 0 650 . 4 0 650.10650.10 650.00650.00649.7 0649.05649.12649.37649.636 5 0 . 5 0650.20650.006 5 0 . 0 0 650.00650.10 652.50 652.0 0 651.75 651.8 0 650.40651.4 0 651.6065 0 . 3 0 649.60650.7 0 650.10650.50650.10 6 4 9 . 6 0 650.30 647.90648.25 C-STORE 7,000 S.F. 87.5'80.0'FF=652.70 649.60 651.20651.50651.10650.90 651.80 651.0 0 65 1 . 1 5 650.80 PROPANE PAD ±20'x20' 650.10649.80649. 7 0651.90651.65650.70PROPOSED RIGHT-IN / RIGHT-OUT ACCESSw/ MOUNTABLE MEDIAN PER IDOT STANDARDSPROP. 5' CONC. SIDEWALK DETE C T A B L E WAR NI N G ( T Y P.) OIL/WATER SEPARATOR 651.0 0 FUEL CANOPY FUEL CANOPY 24.0'64.0' 32.0'167.0'PROP. 20' WIDE EMERGENCY OVERFLOW SPILLWAY WIER ELEV.=649.00 @1.9%PR. 2'x20' MONUMENT SIGNUNDERGROUNDFUEL TANKSUNDERGROUNDFUEL TANKSVACUUM CANOPY PAY STATION CANOPY @1.9% 8" PVC @ 1% 8" PVC @ 1% PROP. DEPRESS CURB SPECIAL (TYP) 6" PVC @ 1% 3" DRAIN @ 1% (TYP) 6" PVC DS @ 1% (TYP) 3" PVC - 15' @ 1% (TYP) S87°58'15"W 55.01' N87°58'09"E 55.01'S1°05'31"E 465.06'50' B.S.L.50' B.S.L.S87°58'15"W 55.01' N87°58'09"E 55.01' N87°58'15"E 464.99'N1°05'31"W 465.06'651.85 IL R O U T E 4 7W A T E R P A R K W A Y /27IL R O U T E 4 7W A T E R P A R K W A Y /27SITE GRADING PLANGAS N WASHUNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOISSITE IMPROVEMENT PLANS08/14/19JWPSUBMIT FOR REVIEW------------------------------------------------------------------------------------------------------------------------------------© 2018 M.GINGERICH, GEREAUX & ASSOCIATES SHEET NO. OFDESIGN:DRAWING:CHECKED:APPROVED:PLAN EDITION MILESTONESDATEBYDESCRIPTIONCIVIL ENGINEERINGSURVEYINGM GINGERICH GEREAUX & ASSOCIATES2MGAProfessional Design Firm License # 184.005003www.mg2a.com 25620 S. GOUGAR RD. | MANHATTAN, IL. 60442P. 815-478-9680 F. 815-478-9685C6 C10 X:\Projects\2019\19-451 - NEC Waterpark Way & Rte. 47 Yorkville - Gas N Wash\DWG\8-Site\SITE UTILITY PLAN.dwg, C6 GRADING, 8/21/2019 9:35:20 AM, rraab /2721/<21/</2755-ft ROW DEDICATION0.59 acSTORM WATER DETENTION AREA W A T E R P A R K W A YI L L I N O I S R O U T E 4 72 .(()(68%',9,6,2181,721( 3(5'2&22445' C-C SPACING12'x75' LOADING ZONE202.0'REFUSESHED55.0' 5' TOP OF BANK= 650.0 648 646 648 650 650 648 HWL=649.0 ~2.0 Ac-Ft CAR WASH 4,574 S.F.32.7'140.0' MENU BOARD & SPEAKER 650.20 651.40650.90651.70651.206 5 1 . 7 0651.20651.20650.7 0650.20649.50 650.706 5 2 . 2 0 652.7065 2 . 3 0 652.2065 1 . 8 0 652.20650.90649. 9 0 652.506 5 2 . 5 0 652.1565 2 . 1 5 651.60652.30 651.8 0 651.60652. 2 0 649 . 9 0 6 4 9 . 7 0 650.20 649.20 650.80 650.00650.20650.00649.20 64 9 . 2 0 649.80 649.60 649. 3 0 651.70 650.40 652.50651. 4 0 651.50652.10 651.20651.30651.606 5 2 . 1 0651.60652.10 651.60 649.3 0 6 4 9 . 7 0 650.30 650.7 0 651.1065 0 . 3 0 649. 9 0 649.50 649.90650.20651.00650.5 0 650.2 0 649.70 650 . 2 0 65 0 . 3 0649.60650.00 64 9 . 6 0 649.30650.40650.40652.50650.006 4 9 . 7 0650.20651.10 649.50651.10650.80 650. 8 0 651.45 649.3 5650.30649.80649.60650. 9 0 6 5 1 . 7 0 6 5 1 . 4 0 65 1 . 4 0 650.40 652.00651.60652.10649. 8 0 649.80649 . 2 0650.60FF=652.20 Dry Bay=651.87 Wash Bay=651.70 649.70650. 2 0 650 . 4 0 650.10650.10 650.00650.00649.7 0649.05649.12649.37649.636 5 0 . 5 0650.20650.006 5 0 . 0 0 650.00650.10 652.50 652.0 0 651.75 651.8 0 650.40651.4 0 651.6065 0 . 3 0 649.60650.7 0 650.10650.50650.10 6 4 9 . 6 0 650.30 647.90648.25 C-STORE 7,000 S.F. 87.5'80.0'FF=652.70 649.60 651.20651.50651.10650.90 651.80 651.0 0 65 1 . 1 5 650.80 PROPANE PAD ±20'x20' 650.10649.80649. 7 0651.90651.65650.70PROPOSED RIGHT-IN / RIGHT-OUT ACCESSw/ MOUNTABLE MEDIAN PER IDOT STANDARDSPROP. 5' CONC. SIDEWALK DETE C T A B L E WAR NI N G ( T Y P.) 651.0 0 FUEL CANOPY FUEL CANOPY 24.0'64.0' 32.0'167.0'PROP. 20' WIDE EMERGENCY OVERFLOW SPILLWAY WIER ELEV.=649.00 @1.9%PR. 2'x20' MONUMENT SIGNUNDERGROUNDFUEL TANKSUNDERGROUNDFUEL TANKSTEMP. CONC. WASHOUT STABILIZED CONSTRUCTION ENTRANCE VACUUM CANOPY PAY STATION CANOPY @1.9% LOT 1 5.04 ac LOT 20.59 acPROP. DEPRESS CURB SPECIAL (TYP) 651.85 STORM WATER CONSTRUCTION SEQUENCE IMPLEMENTATION SCHEDULE 1.INSTALL SILT FENCE DEMOLITION AND CLEARING2. MASS GRADE SITE 3. INSTALL STORM SEWER 4. INSTALL TEMP. INLET PROTECTION 5. FINISH GRADING SITE 6. 7. INSTALL PERMANENT SEEDING 9.REMOVE TEMP. EROSION CONTROL MEASURES STRIP TOPSOIL 8. Temporary Erosion Control Notes: . Storm Water Pollution Prevention Notes: THE CONTRACTOR SHALL HAVE THE LOCATIONS OF THE TEMPORARY FACILITIES APPROVED BY THE OWNER. LEGEND -PERIMETER EROSION BARRIER ( SILT FENCE) -PROPOSED TEMPORARY INLET PROTECTION STORM WATER POLLUTION PREVENTION PLANGAS N WASHUNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOISSITE IMPROVEMENT PLANS08/14/19JWPSUBMIT FOR REVIEW------------------------------------------------------------------------------------------------------------------------------------© 2018 M.GINGERICH, GEREAUX & ASSOCIATES SHEET NO. OFDESIGN:DRAWING:CHECKED:APPROVED:PLAN EDITION MILESTONESDATEBYDESCRIPTIONCIVIL ENGINEERINGSURVEYINGM GINGERICH GEREAUX & ASSOCIATES2MGAProfessional Design Firm License # 184.005003www.mg2a.com 25620 S. GOUGAR RD. | MANHATTAN, IL. 60442P. 815-478-9680 F. 815-478-9685C7 C10 X:\Projects\2019\19-451 - NEC Waterpark Way & Rte. 47 Yorkville - Gas N Wash\DWG\8-Site\STORM WATER POLLUTION PREVENTION PLAN.dwg, Layout1, 8/21/2019 9:35:40 AM, rraab CONSTRUCTION DETAILSGAS N WASHUNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOISSITE IMPROVEMENT PLANS08/14/19JWPSUBMIT FOR REVIEW------------------------------------------------------------------------------------------------------------------------------------© 2018 M.GINGERICH, GEREAUX & ASSOCIATES SHEET NO. OFDESIGN:DRAWING:CHECKED:APPROVED:PLAN EDITION MILESTONESDATEBYDESCRIPTIONCIVIL ENGINEERINGSURVEYINGM GINGERICH GEREAUX & ASSOCIATES2MGAProfessional Design Firm License # 184.005003www.mg2a.com 25620 S. GOUGAR RD. | MANHATTAN, IL. 60442P. 815-478-9680 F. 815-478-9685C8 C10 1050 Frame and Cover PROPOSED STANDARD DUTY HMA PAVEMENT PROPOSED SIDEWALK & TRASH PAD TYPICAL MONOLITHIC CURB & SIDEWALK DETAIL * CURB HEIGHT TO BE 0" AT DEPRESSED/ HANDICAPPED ACCESSIBLE LOCATIONS. TRANSITION ENTIRE WALK (5 FT WIDE) WITH CURB HEIGHT. MAXIMUM TRANSITION RATE (FOR RAMP) - 13%. NOTE: MAXIMUM SLOPE OF WALK TO BE 5%. MAXIMUM CROSS SLOPE OF WALK - 2%. PROPOSED HEAVY DUTY HMA PAVEMENT SAW CUT & REMOVE EXISTING C&G FOR DEPRESSED CURB SPECIAL 650.20 650.20 645.50 PROPOSED ENTRANCE PAVEMENT SEE NOTE 4 PROPOSED TRENCH GRATE (SECTIONAL VIEW) 12" WIDE x 8' LONG STANDARD TRENCH GRATE EJIW # V-7384 ADA COMPLIANT OR SIMILAR OUTLET PIPE AGGREGATE BASE COURSE TY. B INSTALL ALL PIPES THRU CONCRETE FORMS PRIOR TO POURING TRENCH GRATE BOX/WALL FLOW COMPACTED SUBGRADE 28" 8" WIDE CONCRETE SIDE/WALL (IDOT CLASS SI) W/ TOP FORMED FOR TRENCH GRATE FRAME PER MANUFACTURER'S RECOMMENDATIONS 2" MAXV-BAR NO 4 (SPACED 12" O.C. MAX) ALL SIDES OF TRENCH GRATE BOX/WALL 4" MIN THICK CONCRETE BOTTOM (IDOT CLASS SI) (VARY THICKNESS TO SLOPE BOTTOM @1.0% TO OUTLET PIPE)FLOW12" 1/2" CONCRETE ANCHOR BOLTS OR NO 4 REBAR EXTENDED MIN 5" INTO CONC PAVEMENT AND TRENCH GRATE BOX/WALL SPACED 18" O.C. (MAX) HORIZONTALLY 4" H-BARS NO 4 (SPACED 12" O.C. MAX) AROUND PERIMETER OF TRENCH GRATE BOX/WALL 4" EL. 672.0±EL. 671.90 MIN. 2" CA-6 AGGREGATE BASE 22" PCC PAVEMENT 1.5" BOTTOM BARS NO 4 (SPACED 12" O.C. MAX - EACH DIRECTION) CAR WASH ENTRANCE EJIW 1050 Fr & M1 Gr. BARRIER CURB TY. B6 6" CONCRETE BARRIER CURB & FRAME 5' DETENTION BASIN SECTION6"6' 2,000 CONCRETE CURB & GUTTER TYPICAL TYPE B6.12 (B6.6) COMBINATION CONCRETE BARRIER CURB TY. B6 WETLAND GRASSES CHART SPECIES: SCIENTIFIC NAME COMMON NAME % BY WEIGHT Calamagrostis Canadensis Blue Joint Grass 12 Carex lacustris Lake-Bank Sedge 6 Carex slipata Awl-Fruited Sedge 6 Carex stricta Tussock Sedge 6 Carex vulpinoidea Fox Sedge 6 Eleocharis aciculoris Needle Spike Rush 3 Eleocharis obtusa Blunt Spike Rush 3 Glyceria striata Fowl Manna Grass 14 Juncus effusus Common Rush 6 Juncus tenuis Slender Rush 6 Juncus torreyi Torrey's Rush 6 Leersia oryzoides Rice Cut Grass 10 Scirpus acutus Hard-Stemmed Bulrush 3 Scirpus atrovirens Dark Green Rush 3 Scirpus fluviatilis River Bulrush 3 Scirpus validus Softstem Bulrush 3 Spartina pectinata Cord Grass 4 173" 68"77" 87"X:\Projects\2019\19-451 - NEC Waterpark Way & Rte. 47 Yorkville - Gas N Wash\DWG\8-Site\C1 COVER + C7 DETAILS.dwg, C8 DETAILS, 8/21/2019 9:35:53 AM, rraab CONSTRUCTION DETAILSGAS N WASHUNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOISSITE IMPROVEMENT PLANS08/14/19JWPSUBMIT FOR REVIEW------------------------------------------------------------------------------------------------------------------------------------© 2018 M.GINGERICH, GEREAUX & ASSOCIATES SHEET NO. OFDESIGN:DRAWING:CHECKED:APPROVED:PLAN EDITION MILESTONESDATEBYDESCRIPTIONCIVIL ENGINEERINGSURVEYINGM GINGERICH GEREAUX & ASSOCIATES2MGAProfessional Design Firm License # 184.005003www.mg2a.com 25620 S. GOUGAR RD. | MANHATTAN, IL. 60442P. 815-478-9680 F. 815-478-9685C9 C10 12" OUTLET PIPE INV EL.=645.88 OUTLET BB A A INLET 24" DEEP SUMP 3"x3"x3 8" STEEL ANGLES W/ 1 2" SS ANCHOR BOLTS 6" FROM ENDS & 4 EQUAL SPACES GALV. STEEL PLATE 5/8" THICK RESTRICTOR OPENINGS (SEE SECTION A-A) TOP OF PLATE OVERFLOW ELEVATION=649.10 PROP. 6' DIA CATCH BASIN TY A (2) PROP. EJIW #1020 FR. RIM=651.00 OUTLET CONTROL STRUCTURE SECTION B-B SECTION A-APLAN VIEW PROP. 6' DIA CATCH BASIN TY. A W/ STEPS 100-YR: 3.75" DIA. OPENING INV =647.40 12" INLET INV EL.=645.90 2-YR: 2.63" DIA. OPENING INV =646.00 1020 Frame and Cover PROPOSED 1500 GALLON TRIPLE SEPARATOR TANKS STRUCTURE #5.10 10" GROUTED CONNECTION TO RCP, JUST UPSTREAM OF F.E.S.X:\Projects\2019\19-451 - NEC Waterpark Way & Rte. 47 Yorkville - Gas N Wash\DWG\8-Site\C1 COVER + C7 DETAILS.dwg, C9 DETAILS, 8/21/2019 9:35:59 AM, rraab 10 SANITARY PROFILE PROFILE 10" PVC SDR 26 49 LN. FT. @ 0.37% SLOPE 10" PVC SDR 26 223 LN. FT. @ 0.37% SLOPE 10" PVC SDR 26 244 LN. FT. @ 0.35% SLOPE 10" PVC SDR 26 5 LN. FT. @ 0.40% SLOPE C-D PROFILE 6" PVC SDR 26 248 LN. FT. @ 1.32% SLOPE D-D1 PROFILE D-E PROFILE 6" PVC SDR 26 114 LN. FT. @ 1.30% SLOPE 6" PVC SDR 26 101 LN. FT. @ 1.38% SLOPE DETAILS & SAN PROFILEGAS N WASHUNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOISSITE IMPROVEMENT PLANS08/14/19JWPSUBMIT FOR REVIEW------------------------------------------------------------------------------------------------------------------------------------© 2018 M.GINGERICH, GEREAUX & ASSOCIATES SHEET NO. OFDESIGN:DRAWING:CHECKED:APPROVED:PLAN EDITION MILESTONESDATEBYDESCRIPTIONCIVIL ENGINEERINGSURVEYINGM GINGERICH GEREAUX & ASSOCIATES2MGAProfessional Design Firm License # 184.005003www.mg2a.com 25620 S. GOUGAR RD. | MANHATTAN, IL. 60442P. 815-478-9680 F. 815-478-9685C10 C10 350 350 HANDICAPPED PARKING SIGN FINE FINE$ $ RESERVED PARKING RESERVED PARKING TYPICAL OFF STREET HANDICAPPED PARKING DETAIL HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' NOT LIMITED TO PIPELINE CONSTRUCTION BUT INCLUDES ALL UNDERGROUND UTILITIES, EXCAVATION, & RELATED SITE IMPROVEMENTS WORK X:\Projects\2019\19-451 - NEC Waterpark Way & Rte. 47 Yorkville - Gas N Wash\DWG\8-Site\C1 COVER + C7 DETAILS.dwg, C10 DETAILS & SAN PROFILE, 8/21/2019 9:36:06 AM, rraab LOT 3LOT 3 ONLYONLYLOT 1 5.04 ac 55-ft ROW DEDICATION0.59 acSTORM WATER DETENTION AREA W A T E R P A R K W A Y O'KEEFE SUBDIVISION UNIT ONE PER DOC. 200800012915445' C-C SPACING12'x75' LOADING ZONE202.0'REFUSESHED55.0' 5' TOP OF BANK= 650.0 648 646 648 650 650 648 HWL=649.0 ~2.0 Ac-Ft CAR WASH 4,574 S.F.32.7'140.0' S87°58'15"W 55.01' N87°58'09"E 55.01'S1°05'31"E 465.06'15 VACUUM STALLS @ 10'W = 150'1 H.C. = 16' MENU BOARD & SPEAKER 650.20 651.40650.90651.70651.206 5 1 . 7 0651.20651.20650.7 0650.20649.50 650.706 5 2 . 2 0 652.7065 2 . 3 0 652.20651 . 8 0 652.20650.90 649 .90652.5065 2 . 5 0 652.15 65 2 . 1 5 651.60652.30 651.8 0 651.60652. 2 0 649 . 9 0 6 4 9 . 7 0 650.20 649.20 650.20 650.00650.20650.00649.20 64 9 . 2 0 649.80 649.60 649. 3 0 651.70 650.40 652.50651.40 651.50652.10 651.20651.30651.606 5 2 . 1 0651.60652.10 651.60 649.30 6 4 9 . 7 0 650.30 650.7 0 651.1065 0 . 3 0 649. 9 0 649.50 649.90650.20651.00650.5 0 650.2 0 649.70 650 . 2 0 65 0 . 3 0649.60650.00 64 9 . 6 0 649.30650.40650.40652.50650.006 4 9 . 7 0650.20651.10 649.50651.10650.80 650. 8 0 651.45 649.3 5650.30649.80649.60650. 9 0 6 5 1 . 7 0 6 5 1 . 4 0 65 1 . 4 0 650.40 652.00651.60652.10649. 8 0 649.80649 . 2 0650.60PR TRENCH DRAIN50' B.S.L.50' B.S.L.FF=652.20 Dry Bay=651.87 Wash Bay=651.70 649.70650. 2 0 650 . 4 0 650.10650.10 650.00650.00649.7 0UNDERGROUNDFUEL TANKSUNDERGROUNDFUEL TANKS649.05649.12649.37649.636 5 0 . 5 0650.20650.006 5 0 . 0 0 650.00650.10 652.50 652.0 0 651.75 651.8 0 650.40651.4 0 651.6065 0 . 3 0 649.60650.7 0 650.10650.50650.10 6 4 9 . 6 0 650.30 647.90648.25 11 SP.=99.0' C-STORE 7,000 S.F. 87.5'80.0'2 SP.=18.0'2 H.C. SP=32.0'3 SP.=27.0'FF=652.70 649.60 651.20651.50651.10650.90 651.8 0 651.0 0 65 1 . 1 5 650.80 13 SP.=117.0' 142.5' 95.5' 81.5' 10.0' 112.0'93.5'ESCAPE50.5'50.3'69.5'PROPANE128.8'650.10649.80649. 7 0651.90651.65650.70PROPOSED RIGHT-IN / RIGHT-OUT ACCESSw/ RAISED MEDIAN PER IDOT STANDARDSPROP. 5' CONC. SIDEWALK DETE C T A B L E WARNI N G ( T Y P.) OIL/WATER SEPARATOR 82.0 ' 651.0 0 PR. 2'x20' MONUMENT SIGN 40.0' 29.0'19.0'12.0'I L L I N O I S R O U T E 4 7N87°58'15"E 464.99'N1°05'31"W 465.06'6/20/19BPHISSUE FOR REVIEW7/18/19RFVCITY COMMENTS7/30/19RFV GRADING8/12/19BPHPER EDC REVIEW© 2018 M.GINGERICH, GEREAUX & ASSOCIATES SHEET NO. OFDESIGN:DRAWING:CHECKED:APPROVED:PLAN EDITION MILESTONESDATEBYDESCRIPTIONCIVIL ENGINEERINGSURVEYINGM GINGERICH GEREAUX & ASSOCIATES2MGAProfessional Design Firm License # 184.005003www.mg2a.com 25620 S. GOUGAR RD. | MANHATTAN, IL. 60442P. 815-478-9680 F. 815-478-9685PRELIMINARY SITE PLAN (GEOMETRIC & GRADING)GAS n WASHNE CORNER IL RTE 47 & WATERPARK WAYYORKVILLE, ILLINOIS1 4 LEGAL DESCRIPTION THAT PART OF THE WEST HALF OF SECTION 9, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 3 IN O'KEEFE SUBDIVISION UNIT ONE, RECORDED AS DOCUMENT 200800012915, THENCE NORTH 87 DEGREES 58 MINUTES 09 SECONDS EAST ALONG THE NORTH LINE OF SAID LOT 3 55.01 FEET; THENCE SOUTH 46 DEGREES 33 MINUTES 41 SECONDS EAST ALONG THE NORTH LINE OF SAID LOT 3 70.14 FEET TO THE NORTH RIGHT OF WAY OF ROSEWINKEL STREET; THENCE NORTH 87 DEGREES 58 MINUTES 09 SECONDS EAST ALONG SAID RIGHT OF WAY 108.35 FEET TO A CURVE, CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 315.00 FEET, A CHORD OF 285.34 FEET AND A CHORD BEARING OF NORTH 61 DEGREES 00 MINUTES 09 SECONDS EAST; THENCE ALONG SAID CURVE AND SAID RIGHT OF WAY 296.12 FEET TO A CURVE, CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 385.00 FEET, A CHORD OF 82.42 FEET, AND A CHORD BEARING OF NORTH 40 DEGREES 15 MINUTES 11 SECONDS EAST; THENCE ALONG SAID CURVE AND SAID RIGHT OF WAY 82.58 FEET; THENCE NORTH 01 DEGREES 05 MINUTES 25 SECONDS WEST 324.66 FEET; THENCE SOUTH 87 DEGREES 58 MINUTES 15 SECONDS WEST 520.00 FEET TO THE WEST RIGHT OF WAY OF ROUTE 47; THENCE SOUTH 01 DEGREES 05 MINUTES 31 SECONDS EAST ALONG SAID RIGHT OF WAY 465.06 FEET TO THE POINT OF BEGINNING. OWNER DATA Gas N Wash - Yorkville LLC 8200 185th Street, Unit K Tinley Park, IL 60487 SITE DATA Area:219,693.83 sq.ft. (5.04 ac) Current Zoning:B-3 Building Area:11,813 sq.ft. Building Coverage:5.4% Pavement Area*:104,505 sq.ft. Pavement Coverage*:47.6% Landscaping Area:**TBD sq.ft.± Landscaping Coverage:**TBD %± Impervious Coverage:67% * Fueling Canopies are included in Pavement Area. **To be verified with Landscape Architect Plan Height of Proposed C-Store: 34' Height of Proposed Car Wash:21'-2" PARKING DATA Gas Station & Convenience Store (7,000 sf): Convenience Store Number of Parking Stalls Provided:31 Number of Parking Stalls Req'd: 21 (3 spaces /1,000 s.f) Drive Thru / Behind Menu Board Number of Stacking Stalls Provided:7 Number of Stacking Stalls Req'd: 3 Drive Thru / Menu to 1st Window Number of Stacking Stalls Provided:3 Number of Stacking Stalls Req'd: 3 Automatic Car Wash: Entrance Number of Stacking Stalls Provided:5 Number of Stacking Stalls Req'd: 5 (5 stalls per bay) Exit Number of Stacking Stalls Provided:2 Number of Stacking Stalls Req'd: 2 (2 stalls per bay) Pay Station Number of Stacking Stalls Provided:15 Number of Stacking Stalls Req'd: n/a Vacuum Stalls / Parkling Number of Parking Stalls Provided:16 Number of Parking Stalls Req'd: n/a Vicinity Map SITE GALE N A R O A D IL ROUTE 47WATER P A R K W A Y LOT 3LOT 3 ONLYONLYLOT 1 5.04 ac 55-ft ROW DEDICATION0.59 acSTORM WATER DETENTION AREA W A T E R P A R K W A Y O'KEEFE SUBDIVISION UNIT ONE PER DOC. 200800012915445' C-C SPACING12'x75' LOADING ZONE202.0'REFUSESHED55.0' 5' TOP OF BANK= 650.0 648 646 648 650 650 648 HWL=649.0 ~2.0 Ac-Ft CAR WASH 4,574 S.F.32.7'140.0' S87°58'15"W 55.01' N87°58'09"E 55.01'S1°05'31"E 465.06'15 VACUUM STALLS @ 10'W = 150'1 H.C. = 16' MENU BOARD & SPEAKER 101 L.F. OF 6" PVC SDR 26 SANITARY SERV @ 1.00% PR GREASE TRAP PR 2" WATER SERVICE (TO BE CONFIRMED w/ ANY FIRE PROTECTION REQUIREMENTS) PR 6" VAL V E PR 6" D.I. WATER SERVICE (PER FIRE PROTECTION REQUIREMENTS) PR SAN INSPECTION M.H. RIM = 651.60 6" INV W=645.76 6" INV N= 645.74 PR TRIPLE SEPARATOR TANKS FOR CAR WASH RIM = 650.30 153 L.F. OF 6" PVC SDR 26 SAN SERV @ 5.43%PR TRENCH DRAIN248 L.F. OF 6" PVC SDR 26 SANITARY SERV. @ 2.32% PR SAN M.H. RIM = 647.20 10" INV N=634.32 10" INV S=634.30 50' B.S.L.50' B.S.L.PR SAN M.H. RIM = 648.00 10" INV N=634.41 10" INV S=634.39 48 L.F. OF 10" PVC SDR 26 SANITARY SEWER @ 0.35% 223 L.F. OF 10" PVC SDR 26 SANITARY SEWER @ 0.35% PR SAN M.H. RIM = 648.00 10" INV N=636.08 (STUB) 10" INV S=636.06 UNDERGROUNDFUEL TANKSUNDERGROUNDFUEL TANKSPR SAN M.H. RIM = 650.00 10" INV N=635.21 10" INV S=635.19 6" INV E=637.19 6" INV NE=637.19 244 L.F. OF 10" PVC SDR 26 SANITARY SEWER @ 0.35% PR SAN M.H. RIM = 650.40 6" INV N=643.96 6" INV S=644.73 6" INV W=642.94 138 L.F. OF 6" PVC SDR 26 SANITARY SERV. @ 1.5% 11 SP.=99.0' C-STORE 7,000 S.F. 87.5'80.0'2 SP.=18.0'2 H.C. SP=32.0'3 SP.=27.0'SPLIT DOMESTIC WATER SERVICE IN BUILDING 13 SP.=117.0' 142.5' 95.5' 81.5' 10.0' 112.0'93.5'ESCAPE50.5'50.3'69.5'PROPANE128.8'PROPOSED RIGHT-IN / RIGHT-OUT ACCESSw/ RAISED MEDIAN PER IDOT STANDARDSPROP. 5' CONC. SIDEWALK DETE C T A B L E WARNI N G ( T Y P.) OIL/WATER SEPARATOR 82.0 ' PR. 2'x20' MONUMENT SIGN 40.0' 29.0'19.0'12.0'I L L I N O I S R O U T E 4 7N87°58'15"E 464.99'N1°05'31"W 465.06'1.30 F.E.S. 12” INV SE= 646.00 1.20 CB Ty A, 6' Dia. w/ Restrictor w/ EJIW 1050 Fr / M1 Gr RIM= 650.00 12” INV NW= 645.94 2.5” Restr. INV = 646.00 3.5" Restr. INV = 647.10 12" INV SW = 645.66 1.10 MH Ty A, 4' Dia w/ EJIW 1050 Fr / M1 Gr RIM= 651.00 12” INV NE= 645.22 12” INV SW= 645.20 1.00 MH Ty A, 4' Dia w/ EJIW 1050 Fr / M1 Gr RIM= 650.00 12” INV NE= 644.78 12” INV S= 644.76 EX.EX. INLET - PROP. INV. NORTH 12” INV N= 644.70 EX. INV. S = 644.6+/- 2.50 INL A, 2' Dia w/ EJIW 1050 Fr / M1 Gr RIM= 649.70 12" INV E = 647.51 2.40 MH Ty A, 4' Dia w/ EJIW 1050 Fr / M1 Gr RIM= 649.50 12” INV N= 647.09 12" INV E = 647.07 2.36 D.S. CONNECTION F/G = 652.20 12” INV E= 647.07 2.34 D.S. CONNECTION F/G = 652.20 12” INV E= 646.99 2.32 MH Ty A, 4' Dia w/ EJIW 1050 Fr / M1 Gr RIM= 650.80 12” INV N= 646.91 12” INV W= 646.91 12" INV S = 646.89 2.30 MH Ty A, 4' Dia w/ EJIW 1050 Fr / M1 Gr RIM= 649.35 12” INV N= 646.81 12” INV S= 646.81 15" INV NE = 646.79 2.20 MH Ty A, 4' Dia w/ EJIW 1050 Fr / M1 Gr RIM= 649.30 15” INV SW= 646.59 15" INV NE = 646.57 2.12 TRENCH DRAIN w/EJIW V-7384 Grate or similar RIM = 650.10 12” INV SE= 646.24 2.10 MH Ty A, 4' Dia w/ EJIW 1050 Fr / M1 Gr RIM= 649.20 12” INV NW= 646.11 15” INV SW= 646.11 15" INV NE = 646.09 2.00 F.E.S. 15” INV SW= 646.00 3.40 INL A, 2' Dia w/EJIW 1050 Fr / M1 Gr RIM=649.30 12” INV E= 646.79 3.36 TRENCH DRAIN w/EJIW V-7384 Grate or similar RIM = 651.40 12” INV SE= 647.28 3.34 D.S. CONNECTION F/G = 652.10 12” INV E= 647.33 3.32 CLEANOUT RIM = 652.00 12” INV E= 647.25 12" INV N =647.25 12" INV S =647.23 3.30 MH Ty A, 4' Dia w/ EJIW 1050 Fr / M1 Gr RIM= 649.70 12” INV N= 646.79 12" INV E= 646.79 12" INV S= 646.77 3.22 INL A, 2' Dia w/EJIW 1050 Fr / M1 Gr RIM=649.70 12” INV E= 646.67 3.20 MH Ty A, 4' Dia w/ EJIW 1050 Fr / M1 Gr RIM= 649.50 12” INV NW= 646.56 12" INV SW= 646.56 15" INV NE= 646.54 3.10 MH Ty A, 4' Dia w/ EJIW 1050 Fr / M1 Gr RIM= 649.20 15" INV SW= 646.15 15" INV E= 646.13 3.00 F.E.S. 15” INV E= 646.00 4.10 INL A, 2' Dia w/EJIW 1050 Fr / M1 Gr RIM=649.20 15” INV N= 646.14 4.00 F.E.S. 12” INV S= 646.00 5.40 INL A, 2' Dia w/EJIW 1050 Fr / M1 Gr RIM=649.50 12” INV N= 647.34 5.30 MH Ty A, 4' Dia w/ EJIW 1050 Fr / M1 Gr RIM= 649.30 12” INV S= 646.94 12" INV NE= 646.92 5.28 CLEANOUT F/G = 650.90 12” INV N= 648.03 5.26 CLEANOUT RIM = 650.60 12” INV S= 647.24 12" INV NE =647.22 5.24 CLEANOUT F/G = 651.30 12” INV N= 647.81 5.22 CLEANOUT RIM = 651.20 12” INV S= 647.14 12" INV N =647.12 5.20 MH Ty A, 4' Dia w/ EJIW 1050 Fr / M1 Gr RIM= 650.40 8” INV SW= 646.87 8" INV S =646.87 15" INV NW= 646.85 5.10 MH Ty A, 4' Dia w/ EJIW 1050 Fr / M1 Gr RIM= 649.20 12” INV SW= 646.16 15" INV SE =646.16 15" INV N= 646.14 5.00 F.E.S. 12” INV S= 646.00 6/20/19BPHISSUE FOR REVIEW7/18/19RFVCITY COMMENTS7/30/19RFVGRADING8/12/19BPHPER EDC REVIEW© 2018 M.GINGERICH, GEREAUX & ASSOCIATES SHEET NO. OFDESIGN:DRAWING:CHECKED:APPROVED:PLAN EDITION MILESTONESDATEBYDESCRIPTIONCIVIL ENGINEERINGSURVEYINGM GINGERICH GEREAUX & ASSOCIATES2MGAProfessional Design Firm License # 184.005003www.mg2a.com 25620 S. GOUGAR RD. | MANHATTAN, IL. 60442P. 815-478-9680 F. 815-478-9685PRELIMINARY SITE PLAN (UTILITY & STORMWATER)GAS n WASHNE CORNER IL RTE 47 & WATERPARK WAYYORKVILLE, ILLINOIS2 4 STORM SEWER PIPE SCHEDULE 1.00 - EX.19 ln. ft. - 12” RCP Storm Sewer @ 0.3% 1.10 - 1.00 137 ln. ft. - 12” RCP Storm Sewer @ 0.3% 1.20 - 1.10 145 ln. ft. - 12” RCP Storm Sewer @ 0.3% 1.30 - 1.20 25 ln. ft. - 12” RCP Storm Sewer @ 0.3% 2.10 - 2.00 29 ln. ft. - 15” RCP Storm Sewer @ 0.3% 2.12 - 2.10 41 ln. ft. - 12” RCP Storm Sewer @ 0.3% 2.20 - 2.10 91 ln. ft. - 15” RCP Storm Sewer @ 0.3% 2.30 - 2.20 66 ln. ft. - 15” RCP Storm Sewer @ 0.3% 2.32 - 2.30 24 ln. ft. - 12” PVC Storm Sewer @ 0.3% 2.34 - 2.32 25 ln. ft. - 8” PVC Storm Sewer @ 1.0% 2.36 -2.32 42 ln. ft. - 8” PVC Storm Sewer @ 1.0% 2.40 - 2.30 84 ln. ft. - 12” RCP Storm Sewer @ 0.3% 2.50 - 2.40 140 ln. ft. - 12” RCP Storm Sewer @ 0.3% 3.10 - 3.00 26 ln. ft. - 15” RCP Storm Sewer @ 0.3% 3.20 - 3.10 130 ln. ft. - 15” RCP Storm Sewer @ 0.3% 3.22 - 3.20 35 ln. ft. - 12” RCP Storm Sewer @ 0.3% 3.30 - 3.20 42 ln. ft. - 12” RCP Storm Sewer @ 0.3% 3.32 - 3.30 44 ln. ft. - 8” PVC Storm Sewer @ 1.0% 3.34 - 3.32 26 ln. ft. - 8” PVC Storm Sewer @ 1.0% 3.36 - 3.32 10 ln. ft. - 8” PVC Storm Sewer @ 1.0% 3.40 - 3.30 84 ln. ft. - 12” RCP Storm Sewer @ 0.3% 4.10 - 4.00 27 ln. ft. - 12” RCP Storm Sewer @ 0.3% 5.10 - 5.00 28 ln. ft. - 15” RCP Storm Sewer @ 0.3% 5.20 - 5.10 171 ln. ft. - 12” RCP Storm Sewer @ 0.3% 5.22 - 5.20 49 ln. ft. - 8” PVC Storm Sewer @ 1.0% 5.24 - 5.22 133 ln. ft. - 8” PVC Storm Sewer @ 1.0% 5.26 - 5.20 70 ln. ft. - 8” PVC Storm Sewer @ 1.0% 5.28 - 5.26 157 ln. ft. - 8” PVC Storm Sewer @ 1.0% 5.30 - 5.20 90 ln. ft. - 12” RCP Storm Sewer @ 0.3% 5.40 - 5.30 152 ln. ft. - 12” RCP Storm Sewer @ 0.3% OWNER DATA Gas N Wash - Yorkville LLC 8200 185th Street, Unit K Tinley Park, IL 60487 IL R O U T E 4 7W A T E R P A R K W A Y LOT 3IL R O U T E 4 7W A T E R P A R K W A Y LOT 3 ONLYONLYLOT 1 5.04 ac 55-ft ROW DEDICATION0.59 acSTORM WATER DETENTION AREA O'KEEFE SUBDIVISION UNIT ONE PER DOC. 200800012915445' C-C SPACING12'x75' LOADING ZONE202.0'REFUSESHED55.0' 5' TOP OF BANK= 650.0 648 646 648 650 650 648 HWL=649.0 ~2.0 Ac-Ft CAR WASH 4,574 S.F.32.7'140.0' S87°58'15"W 55.01' N87°58'09"E 55.01'S1°05'31"E 465.06'15 VACUUM STALLS @ 10'W = 150'1 H.C. = 16' MENU BOARD & SPEAKER 50' B.S.L.50' B.S.L.FF=652.20 Dry Bay=651.87 Wash Bay=651.70 UNDERGROUNDFUEL TANKSUNDERGROUNDFUEL TANKS11 SP.=99.0' C-STORE 7,000 S.F. 87.5'80.0'2 SP.=18.0'2 H.C. SP=32.0'3 SP.=27.0'FF=652.70 13 SP.=117.0' 142.5' 95.5' 81.5' 10.0' 112.0'93.5'ESCAPE50.5'50.3'69.5'PROPANE128.8'PROPOSED RIGHT-IN / RIGHT-OUT ACCESSw/ RAISED MEDIAN PER IDOT STANDARDSPROP. 5' CONC. SIDEWALK DETE C T A B L E WAR NI N G ( T Y P.)82.0' PR. 2'x20' MONUMENT SIGN 40.0' 29.0'19.0'12.0' N87°58'15"E 464.99'N1°05'31"W 465.06'6/20/19BPHISSUE FOR REVIEW7/18/19RFVCITY COMMENTS8/12/19RFVCITY COMMENTS© 2018 M.GINGERICH, GEREAUX & ASSOCIATES SHEET NO. OFDESIGN:DRAWING:CHECKED:APPROVED:PLAN EDITION MILESTONESDATEBYDESCRIPTIONCIVIL ENGINEERINGSURVEYINGM GINGERICH GEREAUX & ASSOCIATES2MGAProfessional Design Firm License # 184.005003www.mg2a.com 25620 S. GOUGAR RD. | MANHATTAN, IL. 60442P. 815-478-9680 F. 815-478-96853 4 OWNER DATA Gas N Wash - Yorkville LLC 8200 185th Street, Unit K Tinley Park, IL 60487 TRUCK TURNING PLANGAS N WASHYORKVILLE, ILLINOISWB-65 TRUCK TURNING MOVEMENT (7) - SOUTHBOUND TRUCK TURNING EAST ONTO WATERPARK WAY FROM THE LEFT TURN LANE ON ILLINOIS ROUTE 47 TO THE TRUCK FUELING ENTRANCE AND TURN LEFT TO THE AUTO FUELING AREA. - ENTERING AUTO FUELING AREA FOR FUEL TANKER DELIVERIES -SOUTHBOUND TRUCKS MAY EXIT THE SITE VIA THE RIGHT-IN, RIGHT-OUT ENTRANCE ON ROUTE 47, HEADING NORTHBOUND, OR MAY TURN RIGHT AT NORTH E-W DRIVE AS SHOWN IN MOVEMENT (8) AND THRU TRUCK FUELING FOR EXIT TO WATERPARK WAY. WB-65 TRUCK TURNING MOVEMENT (2) - EASTBOUND TRUCK TURNING INTO COMMERCIAL FUELING AREA OFF OF WATERPARK WAY - TRUCKS WILL EXIT THE SITE VIA THE RIGHT-IN, RIGHT-OUT ENTRANCE ON ROUTE 47, HEADING NORTHBOUND ONLY, UNLESS THEY "U" TURN AFTER FUELING AND EXIT TO WATERPARK WAY AS SHOWN IN MOVEMENT (3).X:\Projects\2019\19-451 - NEC Waterpark Way & Rte. 47 Yorkville - Gas N Wash\DWG\7-Preplat\19-451 Prelim Turning Exhibit v2.dwg, Sheet3, 8/20/2019 6:21:29 PM, bhertz IL R O U T E 4 7W A T E R P A R K W A Y LOT 3IL R O U T E 4 7W A T E R P A R K W A Y LOT 3 ONLYONLYLOT 1 5.04 ac 55-ft ROW DEDICATION0.59 acSTORM WATER DETENTION AREA O'KEEFE SUBDIVISION UNIT ONE PER DOC. 200800012915445' C-C SPACING12'x75' LOADING ZONE202.0'REFUSESHED55.0' 5' TOP OF BANK= 650.0 648 646 648 650 650 648 HWL=649.0 ~2.0 Ac-Ft CAR WASH 4,574 S.F.32.7'140.0' S87°58'15"W 55.01' N87°58'09"E 55.01'S1°05'31"E 465.06'15 VACUUM STALLS @ 10'W = 150'1 H.C. = 16' MENU BOARD & SPEAKER 50' B.S.L.50' B.S.L.FF=652.20 Dry Bay=651.87 Wash Bay=651.70 UNDERGROUNDFUEL TANKSUNDERGROUNDFUEL TANKS11 SP.=99.0' C-STORE 7,000 S.F. 87.5'80.0'2 SP.=18.0'2 H.C. SP=32.0'3 SP.=27.0'FF=652.70 13 SP.=117.0' 142.5' 95.5' 81.5' 10.0' 112.0'93.5'ESCAPE50.5'50.3'69.5'PROPANE128.8'PROPOSED RIGHT-IN / RIGHT-OUT ACCESSw/ RAISED MEDIAN PER IDOT STANDARDSPROP. 5' CONC. SIDEWALK DETE C T A B L E WAR NI N G ( T Y P.)82.0' PR. 2'x20' MONUMENT SIGN 40.0' 29.0'19.0'12.0' N87°58'15"E 464.99'N1°05'31"W 465.06'6/20/19BPHISSUE FOR REVIEW7/18/19RFVCITY COMMENTS8/12/19RFVCITY COMMENTS© 2018 M.GINGERICH, GEREAUX & ASSOCIATES SHEET NO. OFDESIGN:DRAWING:CHECKED:APPROVED:PLAN EDITION MILESTONESDATEBYDESCRIPTIONCIVIL ENGINEERINGSURVEYINGM GINGERICH GEREAUX & ASSOCIATES2MGAProfessional Design Firm License # 184.005003www.mg2a.com 25620 S. GOUGAR RD. | MANHATTAN, IL. 60442P. 815-478-9680 F. 815-478-96854 4 OWNER DATA Gas N Wash - Yorkville LLC 8200 185th Street, Unit K Tinley Park, IL 60487 TRUCK TURNING PLANGAS N WASHYORKVILLE, ILLINOISWB-65 TRUCK TURNING MOVEMENT (4) - EXITING AUTO FUELING AREA FOR FUEL TANKER DELIVERIES -TRUCKS EXITING THE SITE WILL BE ABLE TO USE EITHER THE LEFT TURN OR RIGHT TURN LANES ON WATERPARK WAY AT THE ROUTE 47 INTERSECTION TO PROCEED EITHER NORTHBOUND OR SOUTHBOUND WB-65 TRUCK TURNING MOVEMENT (5) - NORTHBOUND TRUCK TURNING EAST INTO SITE VIA RIGHT-IN, RIGHT-OUT ON ILLINOIS ROUTE 47 - TRUCKS WILL EXIT THE SITE VIA THE COMMERCIAL FUELING ENTRANCE PROVIDED ON WATERPARK WAY, AND PROCEED TO THE LEFT OR RIGHT TURN LANES AT ROUTE 47 INTERSECTION. WB-65 TRUCK TURNING MOVEMENT (6) - EXTENSION FROM TURNING MOVEMENT (4), TO CHECK TANKER DELIVERIES COMING INTO SITE FROM RIGHT-IN, RIGHT-OUT X:\Projects\2019\19-451 - NEC Waterpark Way & Rte. 47 Yorkville - Gas N Wash\DWG\7-Preplat\19-451 Prelim Turning Exhibit v2.dwg, Sheet4, 8/20/2019 6:21:31 PM, bhertz ONLY ONLY REFUSE SHED 5' TOP OF BANK= 650.0648646648650650648HWL=649.0 ~2.0 Ac-FtCAR WASH4,574 S.F.15 VACUUM STALLS @ 10'W = 150'1 H.C. = 16'MENU BOARD& SPEAKERFF=652.20Dry Bay=651.87Wash Bay=651.70UNDERGROUNDFUEL TANKS UNDERGROUNDFUEL TANKSC-STORE7,000 S.F.FF=652.70ESCAPE PROPANE50' B.S.L.50' B.S.L.414'-9"320'-1" 82 ' - 3 "335'-8"92'-5"8 7 ' - 3 "58' -5 "201'-8"55-ft ROW DEDICATION0.59 ac DRAW / REVISIONLD/VTReview21JUN2019SHEET NUMBERSHEET TITLEGas N WashYorkville, IllinoisPROJECT815-254-0091 www.uplanddesign.comPark Planning and Landscape Architecture24042 Lockport St, Plainfield, Illinois 60544ltdProject Number 746© Copyright 2019 Upland Design Ltd.W:\746-Yorkville Gas N wash II\20-ConceptsPLOT: UPLAND 2013LD/VTResubmittal20AUG20191.Notes indicated on grading plans shall pertain to landscape plans. Final grade of plantingbeds shall be as per grading plan.2.The landscape contractor shall be responsible for making themselves familiar with allunderground utilities and structures.3.All existing plant material and trees shall be saved and protected unless otherwise noted.Contractor to protect new and existing trees and landscaping from damage and shall restoreall areas disturbed as a result of construction.4.Plant material shall be supplied from Northern Illinois nursery stock, shall be dug the plantingseason it is installed, and shall conform to the American Association of Nurseryman'sstandards.5.Plant material shall be size and type specified. Substitution of plant material shall be on acase by case basis and approved in writing by the Owner's Representative. In no case shallplant material be smaller than indicated in the plans.6.Do not willfully proceed with plantings as designed when it is obvious that obstructionsand/or grade differences exist that may not have been known during the design process.Such conditions shall be immediately brought to the attention of the Owner's Representative.7.All plant material shall be inspected and approved by the Owner's Representative prior to theinstallation of any and all plant material.8.Plant locations shall be flagged in field with Owner's Rep. Final location of all plant materialshall be subject to approval of the Owner's Representative prior to digging any holes. Thelandscape contractor is responsible for providing Owner's Representative with 48 hourminimum advance notice prior to planting.9.Plants shall be watered on the day they are planted and maintained with watering until finalacceptance of the project.10.Apply a pre-emergent as per manufacturer's specification prior to installing mulch.11.Beds and tree rings (6' diameter) shall have 3" of hardwood shredded mulch applied and a4" deep spade edge at lawn. Trees that are not located in beds, shall have a tree ring.12.Landscape plant material shall be guaranteed for 12 months from final acceptance. Anyplant 1/3 dead or more shall be replaced under the guarantee.13.Contractor to prepare landscape beds by roto-tilling 2" of Mushroom Compost into new beds.Do not add compost nor roto-till within drip line of existing trees.14.Lawn Seeding shall be under favorable weather conditions, and shall follow dates inspecification.15.Turf mixes shall be installed and lawn established at all disturbed areas.16.Do not overseed into mulch beds and paving.17.Contractor shall restore all areas disturbed as a result of construction.GENERAL NOTES: LANDSCAPE0SCALE: 1" = 30'-0"15'30'60'90'North LEGENDShade TreeShrubOrnamental GrassPLANT LISTProperty LineP r o p e r t y L i n e IL-47Waterpark WayLawnLawn5 - Invincibelle Ruby Hydrangea7 - Prairie Dropseed5 - Dark Horse Weigela3 - Grow-Low Sumac5 - Double PlayArtisan Spirea5 - Dense Yew5 - Double PlayArtisan Spirea5 - White Knock Out Rose5 - Dense Yew5 - White Knock Out Rose5 - White Knock Out Rose5 - Dense Yew5 - White Knock Out Rose1 - Espresso Kentucky Coffeetree2 - Hackberry2 - Skyline ThornlessHoneylocust1 - Autumn Gold Gingko3 - Espresso Kentucky CoffeetreeREQUIREMENT CHART5 - Invincibelle Ruby HydrangeaTree Installation1L2.0L1.0Shrub Installation2L2.0Perennial and OrnamentalGrass Installation3L2.0LawnLawn2 -Skyline Thornless Honeylocust7 - Double Play Artisan Spiraea7 - Double Play Artisan Spiraea1 - Espresso KentuckyCoffeetree7 - Prairie Dropseed7 - Dark Horse Weigela1 - Accolade Elm3 - Skyline ThornlessHoneylocust3 -Skyline Thornless Honeylocust3 - Hackberry3 - Grow-Low Sumac1 - Accolade Elm5 - Purple Bloomerang Lilac3 - Dense Yew5 - Purple Bloomerang Lilac3 - Dense Yew5 - Purple Bloomerang Lilac3 - Invincibelle Ruby Hydrangea3 - Invincibelle Ruby Hydrangea3 - Invincibelle RubyHydrangea3 - Invincibelle RubyHydrangeaStormwater Detention Area1 - Espresso Kentucky Coffeetree2 - Accolade ElmLawn2 - Hackberry3 - Accolade Elm2 - Skyline Thornless Honeylocust3 - Autumn Gold Gingko3 - Espresso Kentucky Coffeetree2 Accolade Elm3 - Hackberry6 - Hameln Fountain Grass6 - Hameln Fountain Grass2 - Espresso KentuckyCoffeetree6 - Grow-Low Sumac5 - Invincibelle Ruby Hydrangea7 - Double Play Artisan Spiraea7 - Double Play Artisan Spiraea6 - Grow-Low Sumac6 - Hameln Fountain Grass6 - Hameln Fountain Grass6 - Double Play Artisan Spiraea6 - Grow-Low Sumac9 - Dark Horse Weigela5 - Grow-Low Sumac5 - Double Play Artisan Spiraea3 - Invincibelle Ruby Hydrangea*NOTE: Trees relocated on site to avoid future IDOT55' Right of Way and existing NICOR easement.*LandscapePlan DRAW / REVISIONLD/VTReview21JUN2019SHEET NUMBERSHEET TITLEGas N WashYorkville, IllinoisPROJECT815-254-0091 www.uplanddesign.comPark Planning and Landscape Architecture24042 Lockport St, Plainfield, Illinois 60544ltdProject Number 746© Copyright 2019 Upland Design Ltd.W:\746-Yorkville Gas N wash II\20-ConceptsPLOT: UPLAND 2013LD/VTResubmittal20AUG2019SCALE:Shrub InstallationN.T.S.d-plant-shrub_12BACKFILL MIXTURE TO BE85% TOPSOIL AND 15%MUSHROOM COMPOST,MIXED THOROUGHLYREMOVE BURLAP FROM TOPHALF OF BALL AND REMOVEALL WIRE AND PLASTICCONTAINERS REMOVE TAGSFROM PLANTS3" DEEP SHREDDEDHARDWOOD MULCHEXTEND MULCH TO 8" PASTEDGE OF LIMBS ON SHRUBINSTALL BASE OF BALL ORROOT MASS ON EXISTINGSUBGRADE OR TAMPEDTOPSOILTOP OF ROOT BALL SHALLBE AT FINISHED GRADE.SCALE:Perennial & Ornamental Grass Installation1" = 1'-0"d-perennialsBACKFILL MIXTURE TO BE 85%TOPSOIL AND 15% MUSHROOMCOMPOST, MIXEDTHOROUGHLYREMOVE PLASTICCONTAINERS AND TAGSFROM PLANTS PRIOR TOINSTALLEXTEND MULCH AS SHOWNON LANDSCAPE PLAN ANDMINIMUM OF 18" PASTCENTER OF PLANTINSTALL BASE OF POT SOILMASS ON EXISTINGSUBGRADE OR TAMPEDTOPSOILTOP OF POT SOIL SHALL BEAT FINISHED GRADE.12SCALE:Tree InstallationN.T.S.d-plant-tree_12BACKFILL MIXTURE TO BE TOPSOILAS REQUIRED, PLACE ON ALL SIDESOF TREE, EXTEND 12" BEYONDOUTSIDE EDGE OF ROOT BALL.4" HIGH SOIL SAUCER BEYOND EDGEOF ROOT BALL. 6' DIAMETER MULCHRING OR MULCH AS PART OFPLANTING BED.3" DEEP SHREDDED HARDWOODMULCH. MULCH SHALL NOT TOUCHTREE TRUNKBASE OF BALL SHALL BE PLACEDON UNDISTURBED SUBGRADE ORTAMPED SOIL. TREE SHALL BETRUE AND PLUMB12"ROOT CROWN TO BE AT FINISHGRADE OR 2" ABOVE FINISH GRADEREMOVED ALL CONTAINERS, STRING,WIRE, AND TWINE AT TOP 1/2 OFROOT BALL. REMOVE TAGS ON TREETREE WITH STRONG CENTRALLEADER36"8' MIN.ALL SINGLESTEM TREESNOTE:PULVERIZED TOPSOIL IS NOT TOBE USED FOR TREE BACKFILL3L2.0LandscapeDetails 1411 W. Peterson Avenue, Suite 203 • Park Ridge, IL 60068 • tel 847-698-4438 / fax 847-698-9889 Yorkville IL Jul 17, 2019 page 1 1411 W. Peterson Avenue, Suite 203 • Park Ridge, IL 60068 • tel 847-698-4438 / fax 847-698-9889 Yorkville IL Jul 17, 2019 page 2 1411 W. Peterson Avenue, Suite 203 • Park Ridge, IL 60068 • tel 847-698-4438 / fax 847-698-9889 Yorkville IL Jul 17, 2019 page 3 1411 W. Peterson Avenue, Suite 203 • Park Ridge, IL 60068 • tel 847-698-4438 / fax 847-698-9889 Yorkville IL Jul 17, 2019 page 4 1411 W. Peterson Avenue, Suite 203 • Park Ridge, IL 60068 • tel 847-698-4438 / fax 847-698-9889 Yorkville IL Jul 17, 2019 page 5 1411 W. Peterson Avenue, Suite 203 • Park Ridge, IL 60068 • tel 847-698-4438 / fax 847-698-9889 Yorkville IL Jul 17, 2019 page 6 1411 W. Peterson Avenue, Suite 203 • Park Ridge, IL 60068 • tel 847-698-4438 / fax 847-698-9889 Yorkville IL Jul 17, 2019 page 7 1411 W. Peterson Avenue, Suite 203 • Park Ridge, IL 60068 • tel 847-698-4438 / fax 847-698-9889 Yorkville IL Jul 17, 2019 page 8 220.0" 158"4"24"16.0"24''x72'' LED DISPLAY AREA 36"97.5"141.5" 29"92"129" 248"45"136"24"21"65"92" 176"32"45"32 ft 45"60"45"65 ft 165 ft 30 ft 136"24"62"9"59"114.5"114.5"59"81"42" 24"214"30"7"384.0" 27.5"25"215.5"65.5"60.5"27.5"25"215.5"65.5"60.5"27.5"25"215.5" 141"15"141"15"141"15"141"15"138 ft 45"24"141"286" 286" 636"45"24"141" 636" 220.0" 158"4"24"16.0"24''x72'' LED DISPLAY AREA 36"97.5"141.5" 158" 24"12"48"36"16" 24"48"12"36"6" 30"4"4"4"4"6"36"4"232" 220"97.5"141.5"82" Ordinance No. 2019-____ Page 1 Ordinance No. 2019-_____ AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, ILLINOIS, APPROVING A SPECIAL USE FOR A GASOLINE SERVICE STATION WITH AN ACCESSORY CONVENIENCE STORE AND CAR WASH AT 4100 N BRIDGE STREET (Lenny’s Gas N Wash) 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, under section 11-13-1.1 of the Illinois Municipal Code (65 ILCS 5/1-1-1, et seq.), the Mayor and City Council of the City (collectively, the “Corporate Authorities”) may provide for the classification of special uses it its zoning ordinances; and, WHEREAS, pursuant to the United City of Yorkville Zoning Ordinance (the “Zoning Code”), any person owning or having an interest in property may file an application to use such land for one or more of the special uses provided for in the zoning district in which the land is situated; and, WHEREAS, Lenny’s Gas N Wash, LLC is the contract purchaser (the “Owner”) of the property located at 4100 N Bridge Street, legally described in Section 2 of this Ordinance (the “Subject Property”); and, WHEREAS, under the authority of the Zoning Code, the Subject Property is located in a designated B-3 General Business District, and a gasoline service station is allowed in this district with a special use permit; and, WHEREAS, the Corporate Authorities have received a request from the contract Owner for a special use permit for the Subject Property to allow a gasoline service station with convenience store and car wash; and, WHEREAS, a legal notice of publication regarding a public hearing before the Planning and Zoning Commission on the proposed special use permit was duly published in a newspaper of general circulation in the City, not more than thirty (30) nor less than fifteen (15) days prior to the public hearing; and, WHEREAS, notice to property owners within 500 feet of the Subject Property identified for the special use permit was delivered by certified mail; and, WHEREAS, the Planning and Zoning Commission convened and held a public hearing on the 14th day of August 2019, on the question of the special use application; and, WHEREAS, the Planning and Zoning Commission reviewed the standards set forth in Section 10-4-9(F) of the Zoning Code; and, Ordinance No. 2019-____ Page 2 WHEREAS, upon conclusion of said public hearing, the Planning and Zoning Commission recommended the approval with conditions of the special use for the Subject Property for a gasoline service station use of the Subject Property. NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1: The above recitals are incorporated herein and made a part of this Ordinance. Section 2: That the Corporate Authorities hereby approve a special use of the Subject Property, legally described as: THAT PART OF THE WEST HALF OF SECTION 9, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 3 IN O’KEEFE SUBDIVISION UNIT ONE, RECORDED AS DOCUMENT 200800012915, THENCE NORTH 87 DEGREES 00 MINUTES 59 SECONDS EAST ALONG THE NORTH LINE OF SAID LOT 3 55.01 FEET; THENCE SOUTH 47 DEGREES 30 MINUTES 51 SECONDS EAST ALONG THE NORTH LINE OF SAID LOT 3 70.14 FEET TO THE NORTH RIGHT OF WAY OF ROSEWINKEL STREET; THENCE NORTH 87 DEGREES 00 MINUTES 59 SECONDS EAST ALONG SAID RIGHT OF WAY 108.35 FEET TO A CURVE, CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 315.00 FEET, A CHORD OF 285.32 FEET AND A CHORD BEARING OF NORTH 60 DEGREES 05 MINUTES 15 SECONDS EAST; THENCE ALONG SAID CURVE AND SAID RIGHT OF WAY 296.10 FEET TO A CURVE, CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 385.00 FEET, A CHORD OF 82.31 FEET, AND A CHORD BEARING OF NORTH 39 DEGREES 17 MINUTES 42 SECONDS EAST; THENCE ALONG SAID CURVE AND SAID RIGHT OF WAY 82.47 FEET; THENCE NORTH 02 DEGREES 02 MINUTES 41 SECONDS WEST 324.93 FEET; THENCE SOUTH 87 DEGREES 00 MINUTES 59 SECONDS WEST 520.01 FEET TO THE WEST RIGHT OF WAY OF ROUTE 47; THENCE SOUTH 02 DEGREES 02 MINUTES 41 SECONDS EAST ALONG SAID RIGHT OF WAY 465.06 FEET TO THE POINT OF BEGINNING. for a gasoline service station with an accessory convenience store and car wash. Section 3: That the special use granted herein shall be constructed, operated and maintained in accordance with the following plans, diagrams and conditions: A. Site Improvement Plans dated revised August 14, 2019 prepared by M Gingerich Gereaux & Associates, attached hereto as “Exhibit A,” B. Preliminary Site Plans (Geometric & Grading) dated revised August 12, 2019 prepared by M Gingerich Gereaux & Associates, attached hereto as “Exhibit B,” C. Landscape Plan, dated revised August 20, 2019, prepared by Upland Design LTD attached hereto as “Exhibit C”, Ordinance No. 2019-____ Page 3 D. Photometric Plan, dated revised August 12, 2019 prepared by LSI, attached hereto as “Exhibit D,” E. Stormwater Report dated August 14, 2019 prepared by M Gingerich Gereaux & Associates, attached hereto as “Exhibit E,” Section 4: This Ordinance shall be in full force and effect upon its passage, approval, and publication in pamphlet form 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 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, GRANTING A SIGN VARIANCE FOR THE PROPERTY LOCATED AT 4100 N BRIDGE STREET (Lenny’s Gas N Wash) 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, Lenny’s Gas N Was, LLC (the “Applicants”), requested an increase of the maximum allowable sign area in a business district for a free-standing sign of 64 square feet to 107 square feet for the purposes of constructing a monument sign for the gas station that is not permitted pursuant to Section 10-20-09-A of the Zoning Ordinance; and, WHEREAS, the Planning and Zoning Commission of the City conducted a public hearing on August 14, 2019, pursuant to notice published on July 26, 2019, in accordance with the State statutes and the ordinances of the City; and, WHEREAS, the Planning and Zoning Commission made written Findings of Fact that the variation meet the standards in Section 10-4-7C and Section 10-20-13 of the Zoning Ordinance and recommended that the variance be granted; and, WHEREAS, the Corporate Authorities of the City of Yorkville have received and considered the recommendation of the Planning and Zoning Commission. Ordinance No. 2019-____ Page 2 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: THAT PART OF THE WEST HALF OF SECTION 9, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 3 IN O’KEEFE SUBDIVISION UNIT ONE, RECORDED AS DOCUMENT 200800012915, THENCE NORTH 87 DEGREES 00 MINUTES 59 SECONDS EAST ALONG THE NORTH LINE OF SAID LOT 3 55.01 FEET; THENCE SOUTH 47 DEGREES 30 MINUTES 51 SECONDS EAST ALONG THE NORTH LINE OF SAID LOT 3 70.14 FEET TO THE NORTH RIGHT OF WAY OF ROSEWINKEL STREET; THENCE NORTH 87 DEGREES 00 MINUTES 59 SECONDS EAST ALONG SAID RIGHT OF WAY 108.35 FEET TO A CURVE, CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 315.00 FEET, A CHORD OF 285.32 FEET AND A CHORD BEARING OF NORTH 60 DEGREES 05 MINUTES 15 SECONDS EAST; THENCE ALONG SAID CURVE AND SAID RIGHT OF WAY 296.10 FEET TO A CURVE, CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 385.00 FEET, A CHORD OF 82.31 FEET, AND A CHORD BEARING OF NORTH 39 DEGREES 17 MINUTES 42 SECONDS EAST; THENCE ALONG SAID CURVE AND SAID RIGHT OF WAY 82.47 FEET; THENCE NORTH 02 DEGREES 02 MINUTES 41 SECONDS WEST 324.93 FEET; THENCE SOUTH 87 DEGREES 00 MINUTES 59 SECONDS WEST 520.01 FEET TO THE WEST RIGHT OF WAY OF ROUTE 47; THENCE SOUTH 02 DEGREES 02 MINUTES 41 SECONDS EAST ALONG SAID RIGHT OF WAY 465.06 FEET TO THE POINT OF BEGINNING. Commonly known as 4100 N Bridge Street, Yorkville, Illinois, Section 2: That a variation pursuant to Section 10-07-01 and 10-20-13 of the Zoning Ordinance to increase the maximum allowable sign area in a business district for a free-standing sign from 64 square feet to 107 square feet is hereby granted. Section 3: 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. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois, this _____ day of __________________, 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 __________________, 2019. ______________________________ MAYOR Ordinance No. 2019-____ Page 1 STATE OF ILLINOIS ) ) ss. COUNTY OF KENDALL ) ORDINANCE No. 2019-_____ AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, APPROVING THE GAS N WASH ROUTE 47 YORKVILLE SUBDIVISION PLAT 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, Lenny’s Gas N Wash, LLC (the “Petitioner”) has filed an application and petition for approval of the Gas N Wash Route 47 Yorkville Subdivision Plat for the subdivision of property generally located at the northeast corner of Route 47 and Waterpark Way, an approximately 5.04 acre property for a Gas N Wash; and, WHEREAS, the Planning and Zoning Commission convened and held a public meeting on the 14th day of August, 2019, to consider the Gas N Wash Route 47 Subdivision Plat and, WHEREAS, the Planning and Zoning Commission reviewed the standards set forth in Chapter 3 and 4 of Title 11 of the Yorkville Subdivision Control Ordinance and made a recommendation to the Mayor and City Council (“the Corporate Authorities”) for approval of the subdivision and the Gas N Wash Route 47 Yorkville Subdivision Plat. NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1: The above recitals are incorporated herein and made a part of this Ordinance. Section 2: That the Corporate Authorities hereby approve the Gas N Wash Route 47 Yorkville Subdivision Plat for the property legally described as: THAT PART OF THE WEST HALF OF SECTION 9, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 3 IN Ordinance No. 2019-____ Page 2 O’KEEFE SUBDIVISION UNIT ONE, RECORDED AS DOCUMENT 200800012915, THENCE NORTH 87 DEGREES 00 MINUTES 59 SECONDS EAST ALONG THE NORTH LINE OF SAID LOT 3 55.01 FEET; THENCE SOUTH 47 DEGREES 30 MINUTES 51 SECONDS EAST ALONG THE NORTH LINE OF SAID LOT 3 70.14 FEET TO THE NORTH RIGHT OF WAY OF ROSEWINKEL STREET; THENCE NORTH 87 DEGREES 00 MINUTES 59 SECONDS EAST ALONG SAID RIGHT OF WAY 108.35 FEET TO A CURVE, CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 315.00 FEET, A CHORD OF 285.32 FEET AND A CHORD BEARING OF NORTH 60 DEGREES 05 MINUTES 15 SECONDS EAST; THENCE ALONG SAID CURVE AND SAID RIGHT OF WAY 296.10 FEET TO A CURVE, CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 385.00 FEET, A CHORD OF 82.31 FEET, AND A CHORD BEARING OF NORTH 39 DEGREES 17 MINUTES 42 SECONDS EAST; THENCE ALONG SAID CURVE AND SAID RIGHT OF WAY 82.47 FEET; THENCE NORTH 02 DEGREES 02 MINUTES 41 SECONDS WEST 324.93 FEET; THENCE SOUTH 87 DEGREES 00 MINUTES 59 SECONDS WEST 520.01 FEET TO THE WEST RIGHT OF WAY OF ROUTE 47; THENCE SOUTH 02 DEGREES 02 MINUTES 41 SECONDS EAST ALONG SAID RIGHT OF WAY 465.06 FEET TO THE POINT OF BEGINNING. and attached hereto and made a part hereof by reference as Exhibit A, prepared by M Gingerich Gereaux & Associates, Manhattan, Illinois, dated for review August 16, 2019 attached hereto and made a part hereof as Exhibit A, and authorize the Mayor, City Clerk, City Administrator and City Engineer to execute said Plat. Section 3: That the City Clerk is hereby authorized pursuant to Section 11-2-3.H of the Yorkville Subdivision Control Ordinance to file a copy of this ordinance and the Gas N Wash Route 47 Yorkville Subdivision Plat with the Kendall County Recorder of Deeds within 30 days from the date of the approval of this Ordinance. 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 ____________________, 2019. ______________________________ CITY CLERK KEN KOCH _______ DAN TRANSIER ______ JACKIE MILSCHEWSKI ________ ARDEN JOE PLOCHER ______ CHRIS FUNKHOUSER ________ JOEL FRIEDERS ______ SEAVER TARULIS ________ JASON PETERSON ______ Ordinance No. 2019-____ Page 3 Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this ________ day of ____________________, 2019. ______________________________ MAYOR Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number Mayor’s Report #6 Tracking Number CC 2019-51 Adult-Use Cannabis City Council – September 10, 2019 A verbal discussion will take place at the meeting. Bart Olson Administration Name Department