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Economic Development Packet 2018 07-03-18 AGENDA ECONOMIC DEVELOPMENT COMMITTEE MEETING Tuesday, July 3, 2018 6:00 p.m. City Hall Conference Room 800 Game Farm Road, Yorkville, IL Citizen Comments: Minutes for Correction/Approval: June 5, 2018 New Business: 1. EDC 2018-49 Building Permit Report for May 2018 2. EDC 2018-50 Building Inspection Report for May 2018 3. EDC 2018-51 Property Maintenance Report for May 2018 4. EDC 2018-52 Economic Development Report for June 2018 5. EDC 2018-53 B&F Inspection Agreement Amendment 6. EDC 2018-54 Downtown Overlay District Old Business: 1. CC 2018-25 Downtown Branding & Wayfinding Signage Program Additional Business: 2018/2019 City Council Goals – Economic Development Committee Goal Priority Staff “Manufacturing and Industrial Development” 1 Bart Olson, Krysti Barksdale-Noble, Erin Willrett, Lynn Dubajic, Eric Dhuse & Brad Sanderson “Downtown Planning” 2 Bart Olson, Krysti Barksdale-Noble & Erin Willrett “Riverfront Development” 3 Bart Olson, Tim Evans & Krysti Barksdale-Noble “Southside Development” 4 Bart Olson, Krysti Barksdale-Noble & Lynn Dubajic “Revenue Growth” 8 Rob Fredrickson, Krysti Barksdale-Noble & Lynn Dubajic “Entrance Signage” 12 Krysti Barksdale-Noble & Erin Willrett United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 Telephone: 630-553-4350 www.yorkville.il.us UNITED CITY OF YORKVILLE WORKSHEET ECONOMIC DEVELOPMENT COMMITTEE Tuesday, July 3, 2018 6:00 PM CITY HALL CONFERENCE ROOM --------------------------------------------------------------------------------------------------------------------------------------- CITIZEN COMMENTS: --------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------- MINUTES FOR CORRECTION/APPROVAL: --------------------------------------------------------------------------------------------------------------------------------------- 1. June 5, 2018 □ Approved __________ □ As presented □ With corrections --------------------------------------------------------------------------------------------------------------------------------------- NEW BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- 1. EDC 2018-49 Building Permit Report for May 2018 □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 2. EDC 2018-50 Building Inspection Report for May 2018 □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 3. EDC 2018-51 Property Maintenance Report for May 2018 □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 4. EDC 2018-52 Economic Development Report for June 2018 □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 5. EDC 2018-53 B&F Inspection Agreement Amendment □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 6. EDC 2018-54 Downtown Overlay District □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- OLD BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- 1. CC 2018-25 Downtown Branding & Wayfinding Signage Program □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ -------------------------------------------------------------------------------------------------------------------------------------- ADDITIONAL BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- 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 Tracking Number Minutes of the Economic Development Committee – June 5, 2018 Economic Development Committee – July 3, 2018 Majority Committee Approval Minute Taker Name Department Page 1 of 4 DRAFT UNITED CITY OF YORKVILLE ECONOMIC DEVELOPMENT COMMITTEE Tuesday, June 5, 2018, 6:00pm City Conference Room In Attendance: Committee Members Chairman Ken Koch Alderman Joel Frieders Alderman Carlo Colosimo Alderman Alex Hernandez Other City Officials Assistant City Administrator Erin Willrett Senior Planner Jason Engberg Community Development Director Krysti Barksdale-Noble Alderman Chris Funkhouser Code Official Pete Ratos Other Guests Chad Chahbazi, Cenergy Power Colleen Murphy, Shear/Arch Salon Lynn Dubajic, City Consultant Dan Murphy Mike Saar The meeting was called to order by Chairman Ken Koch at 6:00pm. Citizen Comments: None Minutes for Correction/Approval: April 3, 2018 The minutes were approved on a unanimous voice vote. New Business 1. EDC 2018-40 Building Permit Report for March and April 2018 Mr. Ratos reported 22 single family detached and 11 commercial permits for April. In March, there were 10 single family detached and 24 single family attached. He said the permits are trending 40% higher than last year for single family. 2. EDC 2018-41 Building Inspection Report for March and April 2018 In March there were 238 inspections and 429 in April. With the increase, some of the work is being outsourced. 3. EDC 2018-42 Property Maintenance Report for March and April 2018 No hearings were held in March as all issues were brought into compliance. There were six cases heard in April and fines were assessed for two cases. Page 2 of 4 4. EDC 2018-43 Economic Development Report for April and May 2018 Ms. Dubajic gave the following information in addition to her report. 1. Harmony Aesthetics is Open. 2. Capitano's should be open next week. 3. Minor Threat Restaurant Group has announced they will be doing an expansion for Crusade. All others buildings on the west side of Rt. 47 will go back to Imperial Investments. Minor Threat will not be moving forward with other recently announced plans, such as Pizza Riot, brewery or Mongo. 4. Former Yorkville Christian High School has moved out of south side property and the property is now leased for tire sales. 5. Abby Properties is purchaser of 165 units of Kendall Marketplace. 5. EDC 2018-44 515 W. Madison Street – Accessory Structure Variance Mr. Engberg reported on this variance and said James McNamara at 515 W. Madison wishes to build a detached garage. By ordinance, detached garages can only be built in rear yards. This property is an older part of town and there is a 40-50 foot drop-off in the back yard with virtually no access. The committee was OK with this variance and this moves to Planning and Zoning Commission for a Public Hearing. 6. EDC 2018-45 Saar – Route 71 Rezoning – 1.5 Mile Review The property is near the Timber Creek Subdivision and the owner wishes to rezone from A-1 to R-1 and sell as a residential property. The committee was OK with this and it moves to the June Planning and Zoning Commission. 7. EDC 2018-46 Windmill Farms – SE Quadrant of IL 71 and IL 126 – Special Use Permit for a Solar Farm Ms. Noble said that due to no meeting of EDC last month, this item moved forward to Planning and Zoning from which there was a positive recommendation with conditions. BAP Power is doing this project under a new Illinois solar program. To get into the program the developer must have zoning for the Special Use. Restore Church owns the property on which the solar farm would sit and the church has agreed to lease 10 acres of the property to BAP Power with the condition that the church must repeal the existing PUD. Mr. Chahbazi of BAP Power shared information about similar projects his company has done. He discussed the jobs to be created, tax money the project will generate and power that can be sold back to the church and other participants. He said his company will hire local people to make 1-3 visits per year to conduct quality checks. Alderman Frieders and other committee members had concern for possible glare from the panels. He also took issue with the minimal maintenance visits per year and that jobs created are only temporary and said he would not support the project. Mr. Chahbazi said a glare study can be done, however, they have a solar farm next to an airport with no problems. Ms. Noble said staff did research concerning possible glare and found none. She said a glare study will be done. She also said there will be landscaping in the part of the solar field that is visible from the road. She added that if the city's standards are not met, the solar farm can be decommissioned. Page 3 of 4 Alderman Colosimo said the solar panels are less than 400 feet from single family houses. He questioned why this site was selected since there is so much available land in the county. He will not support this project. Alderman Koch and Hernandez said they take issue with the proximity to residences. Alderman Funkhouser questioned the potential for stormwater problems and the gravel roads to service equipment. Mr. Funkhouser also had concern with weeds and tall grass, but low prairie grass or a ground cover has been discussed. BAP will meet all requests regarding the landscaping. Access to the site from Rt. 126 was also discussed. There was concern that the landowner has not come forward for repeal of the PUD. Mr. Chahbazi said his company needs an inter-connection agreement with ComEd and Special Use permit approval to even apply to the Illinois program and get the PUD removal. Ms. Noble addressed the access question and said it would be between the church and BAP. She said that Special Uses are only valid for 3 years and if the project is not functional in that time, the permission is revoked. Ms. Noble said 12 owners on Hampton received notices about the project and no one came to the Public Hearing to object. The notifications will be re-reviewed. If the project were to be moved on the site, an amended submittal must be made, Plan Council must meet and a new Public Hearing must be held. Mr. Chahbazi said this is the first project out of 15, that has been rejected. He suggested moving the panels to a different location within the site. The committee discussed moving the site about 400 feet and making it longer. Ms. Noble suggested that staff host residents of the area for their input prior to the June 24th Council meeting and Aldermen agreed. She will notify all residents within 1,000 feet and also Raintree HOA and bring this matter back to the August EDC meeting. 8. EDC 2018- 47 Microblading (Semi-Permanent/Cosmetic Tattooing Services Text Amendment Ms. Noble explained the microblading process. City staff notified this business they were within 700 feet of a residential building and that city approval was needed. City staff explored options for this case and decided to propose an amendment to the body piercing, create a microblading definition and exempt them from the 700 feet requirement and the required 500 square feet for the service. They still have to get the business license and zoning review. Ms. Noble asked if the committee would consider in the future, complete removal of the 700 feet buffer. Mr. Frieders said he would like to keep the 700 foot buffer, but exempt this business. Ms. Noble will prepare the amendment for City Council on the consent agenda. 9. EDC 2018-48 Comprehensive Plan Update – Forced Annexation Discussion Ms. Noble said the Comp Plan identified 4 residential areas, 60 acres or less and surrounded by the city . Staff also looked at all areas completely surrounded by the city, less than 60 acres, and found there are 98 parcels. The State allows involuntary annexation of these properties that are surrounded, which receive city services or other Page 4 of 4 benefits from the city, by placing a notice in the newspaper, notifying other government agencies to be impacted, provide a 10 day notice and then approve via ordinance. A notification to the affected parcels can also be made and a Public Hearing held. There will also be increased commercial sales tax, property tax and impact from MFT. Alderman Koch asked what would happen if the parcels do not want to be annexed. There is no litigation since the state recognizes the city is providing city services. Ms. Noble and the City Attorney would handle the annexation process. Most of the parcels are now served by wells and septic and there was discussion about the option of connecting to city service. Ms. Noble will ask to have language about water and septic connections put into the ordinance. It was agreed by the committee, to have the ordinance drafted and moved to the Council for discussion for the June 24th meeting. Ms. Dubajic discussed the vacant properties on the north side of Rt. 34 and the current zoning and how rezoning would occur. Land owners here would not pay for the one-time rezoning. This language will be added into the ordinance as well. Notifications will also be sent to the land owners. Old Business 1. EDC 2018-15 Developer Deposit Report/Ordinance Ms. Noble said there was a Public Hearing at the PZC meeting and no developers attended. The Commission made a recommendation for deposits as follows: $5,000 deposit for less than one acre, $10,000 for more than one acre, but less than 10 acres, $15,000 for 10 acres but less than 40, $20,000 for more than 40 acres but less than 100, $25,000 for more than 100 acres. Alderman Frieders asked if the schedule could be brought back within 3 months if there are developer complaints. This will be moved to the June 12th Council meeting for discussion. Additional Business One June 22, from 5-7pm, a public participation workshop for the downtown overlay district will be held at the Rivers Edge Theatre. There was no further business and the meeting adjourned 7:37pm. Minutes respectfully submitted by Marlys Young, Minute Taker 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 New Business #1 Tracking Number EDC 2018-49 Building Permit Report for May 2018 Economic Development Committee – July 3, 2018 N/A N/A N/A Informational None All permits issued in May 2018. D. Weinert Community Development Name Department Prepared by D. Weinert UNITED CITY OF YORKVILLE BUILDING PERMIT REPORT May 2018 TYPES OF PERMITS Number of Permits Issued SFD Single Family Detached B.U.I.L.D. Single Family Detached Program begins 1/1/2012 SFA Single Family Attached Multi- Family Apartments Condominiums Commercial Includes all Permits Issued for Commercial Use IndustrialMisc. Construction Cost Permit Fees May 2018 113 18 0 0 0 12 0 83 8,176,768.00 181,624.56 Calendar Year 2018 419 60 14 36 0 68 0 241 24,529,960.00 1,271,774.62 Fiscal Period 113 18 0 0 0 12 0 83 8,176,768.00 181,624.56 May 2017 126 9 8 0 0 19 0 90 4,295,069.00 199,491.11 Calendar Year 2017 359 25 36 0 0 63 0 235 14,888,413.00 783,400.64 Fiscal Period 2017 126 9 8 0 0 19 0 90 4,295,069.00 199,491.11 May 2016 100 7 8 0 0 10 0 75 5,529,931.00 185,567.24 Calendar Year 2016 321 14 38 0 0 51 0 218 14,021,107.00 648,968.58 Fiscal Period 2016 100 7 8 0 0 10 0 75 5,529,931.00 185,567.24 May 2015 77 3 9 0 0 8 0 57 2,426,923.00 113,863.38 Calendar Year 2015 222 4 31 0 0 45 0 142 37,932,933.00 527,384.34 Fiscal Period 2015 77 3 9 0 0 8 0 57 2,426,923.00 113,863.38 May 2017 126 9 8 0 0 19 0 90 4,295,069.00 199,491.11 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 New Business #2 Tracking Number EDC 2018-50 Building Inspection Report for May 2018 Economic Development Committee – July 3, 2018 N/A N/A N/A Informational None All inspections scheduled in May 2018. D. Weinert Community Development Name Department DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 1DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 1 TIME: 11:21:44 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 05/01/2018 TO 05/31/2018 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ BC _____ 001-RPZ PLUMBING - RPZ VALVE 20070355 4475 E MILLBROOK CIR 05/14/2018 Comments1: REMOVAL VERIFICATION BC _____ 001-PPS PRE-POUR, SLAB ON GRADE 20140108 1610 JOHN ST 132 05/15/2018 BF _____ 008-STP STOOP 20160881 2347 WINTERTHUR GREEN 186 05/29/2018 BF _____ 009-PHD POST HOLE - DECK 05/29/2018 PR _____ 018-FIN FINAL INSPECTION 20170041 205 OAKWOOD ST 21 05/08/2018 PR _____ 019-PLF PLUMBING - FINAL OSR READ 05/08/2018 PR _____ 010-RFR ROUGH FRAMING 20170456 580 E VETERANS PKWY 05/02/2018 PR _____ 011-REL ROUGH ELECTRICAL 05/04/2018 PR _____ 012-RFR ROUGH FRAMING 05/09/2018 PR _____ 013-PLR PLUMBING - ROUGH 05/09/2018 PR _____ 014-INS INSULATION 05/10/2018 PR _____ PM 015-GTP GREASE TRAP 05/15/2018 PR _____ 016-FIN FINAL INSPECTION 20170494 602 WINDETT RIDGE RD 159 05/18/2018 PR _____ 017-PLF PLUMBING - FINAL OSR READ 05/18/2018 TK _____ 018-EFL ENGINEERING - FINAL INSPE 05/24/2018 BF _____ 009-STP STOOP 20170507 311 SUTTON ST 195 05/29/2018 BF _____ 010-PHD POST HOLE - DECK 05/29/2018 BF _____ 011-PLR PLUMBING - ROUGH 05/30/2018 BC _____ 012-RFR ROUGH FRAMING 05/30/2018 BC _____ 013-REL ROUGH ELECTRICAL 05/30/2018 BC _____ 014-RMC ROUGH MECHANICAL 05/30/2018 BC _____ 015-REI REINSPECTION 05/31/2018 Comments1: ROUGH MECHANICAL BC _____ 002-FIN FINAL INSPECTION 20170570 2975 ELLSWORTH DR 400 05/08/2018 DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 2DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 2 TIME: 11:21:44 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 05/01/2018 TO 05/31/2018 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ BC _____ 018-EDA ENGINEERING - DRIVEWAY AP 20170577 1006 S CARLY CIR 112 05/16/2018 PR _____ 019-EPW ENGINEERING- PUBLIC WALK 20170593 3465 RYAN DR 4 05/02/2018 PR _____ 020-WK SERVICE WALK 05/02/2018 Comments1: 2 #4 OVER BBOX BC _____ 017-EPW ENGINEERING- PUBLIC WALK 20170611 2866 CRANSTON CIR 93 05/09/2018 BC _____ 018-WK SERVICE WALK 05/09/2018 BC _____ 018-EPW ENGINEERING- PUBLIC WALK 20170612 2836 CRANSTON CIR 96 05/09/2018 PR _____ 018-EPW ENGINEERING- PUBLIC WALK 20170614 2736 CRANSTON CIR 117 04/30/2018 PR _____ 018-EPW ENGINEERING- PUBLIC WALK 20170615 2732 CRANSTON CIR 118 04/30/2018 PR _____ 018-EPW ENGINEERING- PUBLIC WALK 20170616 2728 CRANSTON CIR 119 04/30/2018 BC _____ 017-EPW ENGINEERING- PUBLIC WALK 20170617 2707 CRANSTON CIR 123 04/30/2018 BC _____ 018-EPW ENGINEERING- PUBLIC WALK 20170618 2299 GRANDE TRAIL CT 172 05/09/2018 BC _____ 017-EPW ENGINEERING- PUBLIC WALK 20170619 2298 GRANDE TRAIL CT 173 05/09/2018 BC _____ 018-WK SERVICE WALK 20170648 927 N CARLY CIR 128 05/17/2018 BC _____ 019-EPW ENGINEERING- PUBLIC WALK 05/17/2018 BC _____ 017-EPW ENGINEERING- PUBLIC WALK 20170649 911 PURCELL ST 65 05/16/2018 BC _____ 018-WK SERVICE WALK 05/16/2018 BC _____ 017-WK SERVICE WALK 20170650 951 PURCELL ST 61 05/16/2018 BC _____ 018-EPW ENGINEERING- PUBLIC WALK 05/16/2018 BC _____ 007-FIN FINAL INSPECTION 20170666 661 OMAHA DR 05/25/2018 BF _____ 008-PLF PLUMBING - FINAL OSR READ 05/25/2018 BC 14:00 002-FIN FINAL INSPECTION 20170703 2800 N BRIDGE ST 05/01/2018 BC _____ 001-FIN FINAL INSPECTION 20170705 1100 W VETERANS PKWY 05/22/2018 TK _____ 015-REI REINSPECTION 20170734 2184 BURR CT 9 05/18/2018 BC _____ 001-PHD POST HOLE - DECK 20170773 1377 SLATE DR 334 05/14/2018 DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 3DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 3 TIME: 11:21:44 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 05/01/2018 TO 05/31/2018 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ BC _____ 019-EPW ENGINEERING- PUBLIC WALK 20170778 2798 CRANSTON CIR 98 05/09/2018 BC _____ 018-PHD POST HOLE - DECK 20170781 958 PURCELL ST 84 05/08/2018 PR _____ 009-PLU PLUMBING - UNDERSLAB 20170824 1100 W VETERANS PKWY 05/17/2018 PR _____ 010-RFR ROUGH FRAMING 05/25/2018 PR _____ 011-REL ROUGH ELECTRICAL 05/25/2018 PR _____ 012-PLR PLUMBING - ROUGH 05/25/2018 JB _____ 016-EFL ENGINEERING - FINAL INSPE 20170830 308 WESTWIND DR 2 05/29/2018 PR _____ 012-FIN FINAL INSPECTION 20170836 331 WESTWIND DR 34 05/08/2018 PR _____ 013-PLF PLUMBING - FINAL OSR READ 05/08/2018 TK _____ 014-EFL ENGINEERING - FINAL INSPE 05/08/2018 TK _____ 023-EFL ENGINEERING - FINAL INSPE 20170841 3161 LAUREN DR 87 05/16/2018 Comments1: PARKWAY TREE SMALL TK _____ 023-REI REINSPECTION 20170842 505 SHADOW WOOD DR 106 05/14/2018 Comments1: TEMP TO FINAL ENGINEERING BC _____ 016-EPW ENGINEERING- PUBLIC WALK 20170859 982 N CARLY CIR 57 05/16/2018 BC _____ 017-WK SERVICE WALK 05/16/2018 PR _____ 001-FIN FINAL INSPECTION 20170868 654 W VETERANS PKWY UNIT D 05/15/2018 TK _____ 022-REI REINSPECTION 20170877 488 SHADOW WOOD DR 103 05/14/2018 Comments1: TEMP TO FINAL ENGINEERING BC _____ 014-EPW ENGINEERING- PUBLIC WALK 20170888 941 PURCELL ST 62 05/04/2018 BC _____ 016-FIN FINAL INSPECTION 05/29/2018 Comments1: NO ELEC WIRING TO GARBAGE DISPOSAL. MIF0 Comments2: 2.4.1 CLOTHES DRYER EXHAUST DUCT MUST BE Comments3: METAL 28 GA SMOOTH INTERIOR AND TAPED J Comments4: OINTS PR _____ 017-PLF PLUMBING - FINAL OSR READ 05/29/2018 BC _____ 018-REI REINSPECTION 05/31/2018 _____ _____ 019-EFL ENGINEERING - FINAL INSPE 05/31/2018 DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 4DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 4 TIME: 11:21:44 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 05/01/2018 TO 05/31/2018 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ BC _____ 015-EPW ENGINEERING- PUBLIC WALK 20170889 1011 S CARLY CIR 87 05/04/2018 BC _____ 016-PHD POST HOLE - DECK 05/07/2018 PR _____ 017-FIN FINAL INSPECTION 05/10/2018 Comments1: SEAL FROM HEAT MAIN TO TRUNK LINE TORN. Comments2: NO CHECK VALVE ON SUMP PUMP REMOVE WO HU Comments3: B FROM SUMP LINE DECK NOT BUILDAS OF 10A Comments4: M, BRICK TO FRAME NOT TRIMMED IN GARAGE PR _____ 018-PLF PLUMBING - FINAL OSR READ 05/10/2018 TK _____ 019-EFL ENGINEERING - FINAL INSPE 05/15/2018 Comments1: $3525 BOND PUBLIC WALK PR _____ 021-REI REINSPECTION 05/15/2018 Comments1: FINAL PR _____ 022-REI REINSPECTION 05/15/2018 Comments1: FINAL PLUMBING PR _____ 007-ELS ELECTRIC SERVICE 20170900 1926 RENA LN 11 05/10/2018 PR _____ 007-ELS ELECTRIC SERVICE 20170901 1924 RENA LN 11 05/10/2018 PR _____ 007-ELS ELECTRIC SERVICE 20170902 1922 RENA LN 11 05/10/2018 PR _____ 006-ELS ELECTRIC SERVICE 20170903 1928 RENA LN 11 05/10/2018 PR _____ 007-ELS ELECTRIC SERVICE 20170905 1932 RENA LN 11 05/10/2018 PR _____ 005-RFR ROUGH FRAMING 20170906 1902 RENA LN 12 05/10/2018 PR _____ 006-REL ROUGH ELECTRICAL 05/10/2018 PR _____ 007-RMC ROUGH MECHANICAL 05/10/2018 PR _____ 008-PLR PLUMBING - ROUGH 05/10/2018 PR _____ 009-INS INSULATION 05/17/2018 PR _____ 010-RST FIRE OR DRAFT STOPPING 05/17/2018 BC _____ 011-INS INSULATION 05/22/2018 Comments1: ADD FOAM TO TOP RIGHT CORNER OF 1ST WIND Comments2: OW IN GARAGE PR _____ 005-RFR ROUGH FRAMING 20170907 1912 RENA LN 12 05/15/2018 DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 5DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 5 TIME: 11:21:44 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 05/01/2018 TO 05/31/2018 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ PR _____ 006-REL ROUGH ELECTRICAL 05/15/2018 PR _____ 007-RMC ROUGH MECHANICAL 05/15/2018 PR _____ 008-PLR PLUMBING - ROUGH 05/15/2018 BC _____ 009-INS INSULATION 05/18/2018 BC _____ 010-RST FIRE OR DRAFT STOPPING 05/18/2018 Comments1: NEED TO SEAL AT TUB SHOWER DRAIN AND HVA Comments2: C VENT NEXT TO IT BC _____ PM 012-INS INSULATION 05/25/2018 PR _____ 005-REL ROUGH ELECTRICAL 20170908 1904 RENA LN 12 05/15/2018 PR _____ 006-RFR ROUGH FRAMING 05/15/2018 PR _____ 007-RMC ROUGH MECHANICAL 05/15/2018 PR _____ 008-PLR PLUMBING - ROUGH 05/15/2018 BC _____ 009-INS INSULATION 05/18/2018 BC _____ 010-RST FIRE OR DRAFT STOPPING 05/18/2018 BC _____ 011-INS INSULATION 05/24/2018 PR _____ 005-RFR ROUGH FRAMING 20170909 1910 RENA LN 12 05/15/2018 PR _____ 006-REL ROUGH ELECTRICAL 05/15/2018 PR _____ 007-RMC ROUGH MECHANICAL 05/15/2018 PR _____ 008-PLR PLUMBING - ROUGH 05/15/2018 PR _____ 009-INS INSULATION 05/17/2018 PR _____ 010-RST FIRE OR DRAFT STOPPING 05/17/2018 BC _____ 011-INS INSULATION 05/22/2018 Comments1: FOAM NOTH WINDOW ON 2ND LEVEL PR _____ 005-RFR ROUGH FRAMING 20170910 1908 RENA LN 12 05/10/2018 PR _____ 006-REL ROUGH ELECTRICAL 05/10/2018 PR _____ 007-RMC ROUGH MECHANICAL 05/10/2018 DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 6DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 6 TIME: 11:21:44 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 05/01/2018 TO 05/31/2018 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ PR _____ 008-PLR PLUMBING - ROUGH 05/10/2018 PR _____ 009-RST FIRE OR DRAFT STOPPING 05/17/2018 PR _____ 010-INS INSULATION 05/17/2018 BC _____ 011-INS INSULATION 05/22/2018 PR _____ 005-RFR ROUGH FRAMING 20170911 1906 RENA LN 12 05/15/2018 PR _____ 006-REL ROUGH ELECTRICAL 05/15/2018 PR _____ 007-RMC ROUGH MECHANICAL 05/15/2018 PR _____ 008-PLR PLUMBING - ROUGH 05/15/2018 BC _____ 009-INS INSULATION 05/18/2018 BC _____ 010-RST FIRE OR DRAFT STOPPING 05/18/2018 BC _____ 011-INS INSULATION 05/24/2018 TK _____ 024-EFL ENGINEERING - FINAL INSPE 20170949 344 FONTANA DR 54 05/29/2018 BC _____ 014-EPW ENGINEERING- PUBLIC WALK 20170954 2623 BURR ST 80 05/02/2018 BC _____ 015-WK SERVICE WALK 05/02/2018 BC _____ 016-PPS PRE-POUR, SLAB ON GRADE 05/02/2018 Comments1: PATIO BF _____ 017-FIN FINAL INSPECTION 05/23/2018 Comments1: PAINT GAS LINE AT METER, SECURE PIPE ON Comments2: FURNACE, SEAL DRYER VENT AND LABEL BC _____ 019-REI REINSPECTION 05/24/2018 Comments1: FINAL BC _____ 022-PPS PRE-POUR, SLAB ON GRADE 20170960 465 SHADOW WOOD DR 33 05/10/2018 Comments1: ADA RAMP MEETS ADA REQUIREMENTS TK _____ 023-EFL ENGINEERING - FINAL INSPE 05/16/2018 Comments1: BROKEN SQUARES AT DRIVE PR _____ 019-FIN FINAL INSPECTION 20170961 3245 LONGVIEW DR 44 05/18/2018 PR _____ 020-PLF PLUMBING - FINAL OSR READ 05/18/2018 DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 7DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 7 TIME: 11:21:44 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 05/01/2018 TO 05/31/2018 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ TK _____ 023-EFL ENGINEERING - FINAL INSPE 20170962 3204 PINEWOOD DR 37 05/29/2018 PR _____ 018-FIN FINAL INSPECTION 20170981 2731 PHELPS CT 268 05/10/2018 PR _____ 019-PLF PLUMBING - FINAL OSR READ 05/10/2018 TK _____ 020-EFL ENGINEERING - FINAL INSPE 05/14/2018 PR _____ 021-SUM SUMP 05/21/2018 TK _____ 017-EFL ENGINEERING - FINAL INSPE 20170982 2667 FAIRFAX WAY 258 05/21/2018 PR _____ 018-FIN FINAL INSPECTION 05/18/2018 PR _____ 019-PLF PLUMBING - FINAL OSR READ 05/18/2018 BC _____ 001-ROF ROOF UNDERLAYMENT ICE & W 20170983 403 N DOVER CT 23 05/07/2018 TK _____ 022-REI REINSPECTION 20170986 562 SHADOW WOOD DR 96 05/14/2018 Comments1: TEMP TO FINAL ENGINEERING PR _____ 020-FIN FINAL INSPECTION 20170988 3228 BOOMBAH BLVD 137 05/16/2018 PR _____ 021-PLF PLUMBING - FINAL OSR READ 05/16/2018 TK _____ 022-EFL ENGINEERING - FINAL INSPE 05/17/2018 BC _____ 008-BSM BASEMENT FLOOR 20170992 996 S CARLY CIR 111 05/16/2018 BC _____ 009-GAR GARAGE FLOOR 05/16/2018 PR _____ 010-RFR ROUGH FRAMING 05/17/2018 PR _____ 011-REL ROUGH ELECTRICAL 05/17/2018 PR _____ 012-RMC ROUGH MECHANICAL 05/17/2018 PR _____ 013-PLR PLUMBING - ROUGH 05/17/2018 Comments1: PARTIAL, COULD NOT ACCESS BASEMENT CALL Comments2: FOR REINSPECTION BC _____ 014-REI REINSPECTION 05/24/2018 Comments1: BASEMENT ROUGHS-NUMEROUS FOUNDATION ANCH Comments2: OR BOLTS MISSING REFRAME S. WINDOW, DOES Comments3: NOT FIT OPENING. NAILS CANNOT BE USED I Comments4: NSTEAD OF ANCHOR BOLTS BC _____ 007-BSM BASEMENT FLOOR 20170994 967 N CARLY CIR 124 05/08/2018 DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 8DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 8 TIME: 11:21:44 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 05/01/2018 TO 05/31/2018 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ BC _____ 015-EPW ENGINEERING- PUBLIC WALK 20170995 1202 PATRICK CT 13 05/04/2018 BC _____ 017-FIN FINAL INSPECTION 05/29/2018 Comments1: GFCI AT REAR STOOP DOES NOT FUNCTION, GA Comments2: RBAGE DISPOSAL NOT WIRED. PR _____ 018-PLF PLUMBING - FINAL OSR READ 05/28/2018 BC _____ 008-BSM BASEMENT FLOOR 20170998 1131 BLACKBERRY SHORE LN 47 05/03/2018 PR _____ 009-RFR ROUGH FRAMING 05/21/2018 PR _____ 010-REL ROUGH ELECTRICAL 05/21/2018 PR _____ 011-RMC ROUGH MECHANICAL 05/21/2018 PR _____ 012-PLR PLUMBING - ROUGH 05/21/2018 BC _____ 006-BSM BASEMENT FLOOR 20171000 1963 MEADOWLARK LN 126 05/02/2018 PR _____ 007-RMC ROUGH MECHANICAL 05/29/2018 PR _____ 008-PLR PLUMBING - ROUGH 05/29/2018 BC _____ 006-BSM BASEMENT FLOOR 20171003 2643 BURR ST 83 05/02/2018 BC _____ 007-GAR GARAGE FLOOR 05/02/2018 BC _____ 008-STP STOOP 05/02/2018 Comments1: FRONT BC _____ 009-STP STOOP 05/02/2018 Comments1: REAR PR _____ 010-RFR ROUGH FRAMING 05/22/2018 PR _____ 011-REL ROUGH ELECTRICAL 05/22/2018 PR _____ 012-RMC ROUGH MECHANICAL 05/22/2018 PR _____ 013-PLR PLUMBING - ROUGH 05/22/2018 BC _____ 014-INS INSULATION 05/29/2018 PR _____ 018-FIN FINAL INSPECTION 20180006 2007 S BRIDGE ST 05/09/2018 PR _____ 019-PLF PLUMBING - FINAL OSR READ 05/09/2018 DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 9DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 9 TIME: 11:21:44 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 05/01/2018 TO 05/31/2018 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ PR _____ 018-FIN FINAL INSPECTION 20180015 3303 CALEDONIA DR 77 05/18/2018 PR _____ 019-PLF PLUMBING - FINAL OSR READ 05/18/2018 TK _____ 020-EFL ENGINEERING - FINAL INSPE 05/18/2018 Comments1: PARKWAY TREE TK _____ 021-REI REINSPECTION 05/22/2018 TK _____ 019-EFL ENGINEERING - FINAL INSPE 20180016 542 SHADOW WOOD DR 98 05/25/2018 PR _____ 019-FIN FINAL INSPECTION 20180017 3208 BOOMBAH BLVD 136 05/16/2018 PR _____ 020-PLF PLUMBING - FINAL OSR READ 05/16/2018 BC _____ 021-PPS PRE-POUR, SLAB ON GRADE 05/10/2018 Comments1: ADA RAMP TK _____ 022-EFL ENGINEERING - FINAL INSPE 05/17/2018 PR _____ 018-FIN FINAL INSPECTION 20180018 3182 LAUREN DR 115 05/18/2018 PR _____ 019-PLF PLUMBING - FINAL OSR READ 05/18/2018 TK _____ 020-EFL ENGINEERING - FINAL INSPE 05/25/2018 BC _____ 001-FIN FINAL INSPECTION 20180019 222 S BRIDGE ST 05/21/2018 BC _____ 006-FIN FINAL INSPECTION 20180020 311 CHURCH ST 05/11/2018 BF _____ 020-FIN FINAL INSPECTION 20180033 2691 FAIRFAX WAY 261 05/24/2018 Comments1: MASTER BATH GFCI BY LEFT SINK DOES NOT T Comments2: RIP, AUTO CLOSER GARAGE DOOR DOES NOT AU Comments3: TO CLOSE BF _____ 021-PLF PLUMBING - FINAL OSR READ 05/24/2018 TK _____ 022-EFL ENGINEERING - FINAL INSPE 05/24/2018 BC _____ 001-FIN FINAL INSPECTION 20180036 2007 S BRIDGE ST 05/16/2018 BC _____ 001-FIN FINAL INSPECTION 20180037 2007 S BRIDGE ST 05/16/2018 BC _____ 001-FIN FINAL INSPECTION 20180038 2007 S BRIDGE ST 05/16/2018 BC _____ 001-FIN FINAL INSPECTION 20180039 2007 S BRIDGE ST 05/16/2018 BC _____ 001-FIN FINAL INSPECTION 20180040 2007 S BRIDGE ST 05/16/2018 DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 10DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 10 TIME: 11:21:44 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 05/01/2018 TO 05/31/2018 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ BC _____ 001-FIN FINAL INSPECTION 20180041 2007 S BRIDGE ST 05/16/2018 BC _____ 001-FIN FINAL INSPECTION 20180042 2007 S BRIDGE ST 05/16/2018 BF _____ 001-FIN FINAL INSPECTION 20180046 2805 SILVER SPRING CT 242 05/21/2018 BC _____ 001-FIN FINAL INSPECTION 20180048 923 HOMESTEAD DR 114 05/14/2018 PR _____ 009-INS INSULATION 20180052 2811 SILVER SPRINGS CT 244 05/04/2018 PR _____ 010-RFR ROUGH FRAMING 05/02/2018 PR _____ 011-REL ROUGH ELECTRICAL 05/02/2018 Comments1: 220 LINE FOR WATER HEATER IS NOT ALLOWED Comments2: TO BE UNGUARDED PR _____ 012-RMC ROUGH MECHANICAL 05/02/2018 PR _____ 013-PLR PLUMBING - ROUGH 05/02/2018 PR _____ 014-STK STACK TEST 05/02/2018 PR _____ 015-REI REINSPECTION 05/03/2018 Comments1: ROUGH ELECTRIC BC _____ 016-EPW ENGINEERING- PUBLIC WALK 05/17/2018 BC _____ 017-WK SERVICE WALK 05/17/2018 BF _____ 018-WKS PUBLIC & SERVICE WALKS 05/21/2018 Comments1: CANCEL BF _____ 019-WKS PUBLIC & SERVICE WALKS 05/24/2018 BC _____ 020-EPW ENGINEERING- PUBLIC WALK 05/25/2018 Comments1: PLACE REBAR OVER WATERLINE BEFORE POURIN Comments2: G. BC _____ 021-WK SERVICE WALK 05/25/2018 BC _____ 004-REL ROUGH ELECTRICAL 20180056 634 BURNING BUSH DR 94 05/14/2018 BF _____ 001-FTG FOOTING 20180059 3184 PINEWOOD DR 35 05/23/2018 BF _____ 002-FOU FOUNDATION 05/25/2018 BF _____ 003-BKF BACKFILL 05/31/2018 DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 11DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 11 TIME: 11:21:44 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 05/01/2018 TO 05/31/2018 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ PR _____ 008-ESS ENGINEERING - STORM 05/31/2018 PR _____ 009-ESW ENGINEERING - SEWER / WAT 05/31/2018 BC _____ 009-INS INSULATION 20180060 4312 E MILLBROOK CIR 275 05/10/2018 PR _____ 010-RFR ROUGH FRAMING 05/08/2018 PR _____ 011-REL ROUGH ELECTRICAL 05/08/2018 PR _____ 012-RMC ROUGH MECHANICAL 05/08/2018 PR _____ 013-PLR PLUMBING - ROUGH 05/08/2018 PR _____ 015-EPW ENGINEERING- PUBLIC WALK 05/17/2018 BC _____ 016-WK SERVICE WALK 05/17/2018 BF _____ 017-WKS PUBLIC & SERVICE WALKS 05/21/2018 Comments1: CANCEL SERVICE WALK BF _____ 018-WK SERVICE WALK 05/24/2018 BC _____ 008-PHD POST HOLE - DECK 20180072 2477 WILTON CT 127 05/03/2018 BC _____ 009-BSM BASEMENT FLOOR 05/03/2018 BC _____ 010-GAR GARAGE FLOOR 05/03/2018 BC _____ 011-STP STOOP 05/03/2018 Comments1: FRONT BC _____ 012-STP STOOP 05/03/2018 Comments1: REAR PR _____ 013-RFR ROUGH FRAMING 05/18/2018 PR _____ 014-REL ROUGH ELECTRICAL 05/18/2018 PR _____ 015-RMC ROUGH MECHANICAL 05/18/2018 PR _____ 016-PLR PLUMBING - ROUGH 05/18/2018 BC _____ 017-INS INSULATION 05/22/2018 Comments1: INSPECT BASEMENT AT FINAL BC _____ 008-PHD POST HOLE - DECK 20180073 2435 FAIRFAX WAY 242 05/03/2018 DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 12DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 12 TIME: 11:21:44 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 05/01/2018 TO 05/31/2018 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ PR _____ 009-RFR ROUGH FRAMING 05/04/2018 PR _____ 010-REL ROUGH ELECTRICAL 05/04/2018 PR _____ 011-RMC ROUGH MECHANICAL 05/04/2018 PR _____ 012-PLR PLUMBING - ROUGH 05/04/2018 BC _____ 013-INS INSULATION 05/08/2018 BC _____ 014-EPW ENGINEERING- PUBLIC WALK 05/29/2018 Comments1: PUBLILC WALK NOT FORMED SVC WALK ONLY PA Comments2: RITIALLY FORMED BC _____ 015-WK SERVICE WALK 05/29/2018 PR _____ 003-GAR GARAGE FLOOR 20180087 1339 CAROLYN CT 4 05/03/2018 PR _____ 003-GAR GARAGE FLOOR 20180088 1341 CAROLYN CT 4 05/03/2018 PR _____ 003-GAR GARAGE FLOOR 20180089 1343 CAROLYN CT 4 05/03/2018 PR _____ 003-GAR GARAGE FLOOR 20180090 1345 CAROLYN CT 4 05/03/2018 PR _____ 003-GAR GARAGE FLOOR 20180091 1347 CAROLYN CT 4 05/03/2018 PR _____ 003-GAR GARAGE FLOOR 20180092 1349 CAROLYN CT 4 05/03/2018 PR _____ 003-GAR GARAGE FLOOR 20180093 1357 CAROLYN CT 3 05/03/2018 PR _____ 003-GAR GARAGE FLOOR 20180094 1359 CAROLYN CT 3 05/03/2018 PR _____ 003-GAR GARAGE FLOOR 20180095 1361 CAROLYN CT 3 05/02/2018 PR _____ 003-GAR GARAGE FLOOR 20180096 1363 CAROLYN CT 3 05/03/2018 PR _____ 003-GAR GARAGE FLOOR 20180097 1365 CAROLYN CT 3 05/03/2018 PR _____ 003-GAR GARAGE FLOOR 20180098 1367 CAROLYN CT 3 05/03/2018 BC _____ 015-WK SERVICE WALK 20180102 3223 PINEWOOD DR 24 05/10/2018 BC _____ 016-EPW ENGINEERING- PUBLIC WALK 05/10/2018 BC _____ 002-BND POOL BONDING 20180109 3376 RYAN DR 64 05/04/2018 BC _____ 003-TRN TRENCH - (GAS, ELECTRIC, 05/11/2018 Comments1: GAS TRENCH DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 13DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 13 TIME: 11:21:44 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 05/01/2018 TO 05/31/2018 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ PR _____ 005-PLU PLUMBING - UNDERSLAB 20180110 920 PURCELL ST 80 05/08/2018 PR _____ 006-ESW ENGINEERING - SEWER / WAT 05/10/2018 BC _____ 007-BSM BASEMENT FLOOR 05/17/2018 PR _____ 005-PLU PLUMBING - UNDERSLAB 20180111 991 S CARLY CIR 89 05/08/2018 BC _____ 006-BSM BASEMENT FLOOR 05/16/2018 PR _____ 005-FIN FINAL INSPECTION 20180112 1085 AUBURN DR 94 05/07/2018 PR _____ 006-PLF PLUMBING - FINAL OSR READ 05/07/2018 BC _____ 001-PPS PRE-POUR, SLAB ON GRADE 20180114 531 PARKSIDE LN 96 05/08/2018 PR _____ 001-RFR ROUGH FRAMING 20180121 1959 S BRIDGE ST 05/04/2018 PR _____ 002-REL ROUGH ELECTRICAL 05/04/2018 PR _____ 003-PLR PLUMBING - ROUGH 05/04/2018 PR _____ 004-FIN FINAL INSPECTION 05/30/2018 PR _____ 005-PLF PLUMBING - FINAL OSR READ 05/30/2018 BF _____ 001-FTG FOOTING 20180122 3143 PINEWOOD DR 31 05/23/2018 BF _____ 002-FOU FOUNDATION 05/25/2018 BF _____ 003-BKF BACKFILL 05/31/2018 PR _____ 005-ESW ENGINEERING - SEWER / WAT 05/31/2018 PR _____ 006-ESS ENGINEERING - STORM 05/31/2018 PR _____ 012-RFR ROUGH FRAMING 20180124 3194 BOOMBAH BLVD 135 05/10/2018 PR _____ 013-REL ROUGH ELECTRICAL 05/10/2018 PR _____ 014-RMC ROUGH MECHANICAL 05/10/2018 PR _____ 015-PLR PLUMBING - ROUGH 05/10/2018 PR _____ 016-STK STACK TEST 05/10/2018 BC _____ 017-INS INSULATION 05/14/2018 DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 14DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 14 TIME: 11:21:44 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 05/01/2018 TO 05/31/2018 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ BC _____ 018-EPW ENGINEERING- PUBLIC WALK 05/10/2018 BC _____ 019-WK SERVICE WALK 05/10/2018 BC _____ 020-STP STOOP 05/10/2018 Comments1: FRONT BC _____ 021-STP STOOP 05/10/2018 Comments1: REAR PR _____ 022-STK STACK TEST 05/14/2018 BF _____ 012-RFR ROUGH FRAMING 20180128 2671 MCLELLAN BLVD 48 05/24/2018 Comments1: MISSING ANCHOR BOLTS BY GARAGE DOOR BOTH Comments2: SIDES, VERIFY AT INSULATION THAT BOLTS Comments3: HAVE BEEN ADDED. BF _____ 013-REL ROUGH ELECTRICAL 05/24/2018 BF _____ 014-RMC ROUGH MECHANICAL 05/24/2018 BF _____ 015-PLR PLUMBING - ROUGH 05/24/2018 BC _____ 017-INS INSULATION 05/31/2018 Comments1: ANCHOR BOLTS CHECKED AND APPROVED BC _____ 001-PPS PRE-POUR, SLAB ON GRADE 20180131 449 SUTTON ST 207 05/11/2018 BC _____ 001-FTG FOOTING 20180151 811 FREEMONT ST 41 05/16/2018 BF _____ 002-FOU FOUNDATION 05/21/2018 BF _____ 003-FOU FOUNDATION 05/23/2018 BC _____ 005-BKF BACKFILL 05/29/2018 BF _____ 001-FTG FOOTING 20180158 1012 S CARLY CIR 113 05/24/2018 BF _____ 002-FOU FOUNDATION 05/29/2018 BC _____ 001-PPS PRE-POUR, SLAB ON GRADE 20180159 2995 GRANDE TR 393 05/08/2018 BC 10:30 001-ROF ROOF UNDERLAYMENT ICE & W 20180160 1610 CYPRESS 05/09/2018 BC _____ 002-ROF ROOF UNDERLAYMENT ICE & W 05/23/2018 BC _____ 003-FIN FINAL INSPECTION 05/29/2018 DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 15DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 15 TIME: 11:21:44 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 05/01/2018 TO 05/31/2018 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ BC _____ 001-PPS PRE-POUR, SLAB ON GRADE 20180166 2551 EMERALD LN 126 05/30/2018 BC _____ 001-PPS PRE-POUR, SLAB ON GRADE 20180167 2551 EMERALD LN 126 05/30/2018 BC _____ 001-TRN TRENCH - (GAS, ELECTRIC, 20180171 578 REDBUD DR 36 05/09/2018 BC _____ 002-BND POOL BONDING 05/09/2018 Comments1: TIGHTEN NUT ON BONDING CLAMP AT THE SKIM Comments2: MER. BC _____ 003-FIN FINAL INSPECTION 05/25/2018 BC _____ 001-FIN FINAL INSPECTION 20180172 129 COMMERCIAL DR 05/21/2018 BC _____ 003-FIN FINAL INSPECTION 20180177 2374 TITUS DR 244 05/18/2017 BC _____ 001-PPS PRE-POUR, SLAB ON GRADE 20180178 3376 RYAN DR 64 05/01/2018 BC _____ AM 003-BKF BACKFILL 20180179 552 WINDETT RIDGE RD 169 05/07/2018 Comments1: TOO MUCH WATER IN THE HOLE. DOES NO APPE Comments2: AR TO BE SPRAYED TO BOTTOM OF WALL, CAN' Comments3: T SEE GRAVEL OVER FOOTING BC _____ 004-REI REINSPECTION 05/10/2018 Comments1: BACKFILL PR _____ 005-ESW ENGINEERING - SEWER / WAT 05/17/2018 BF _____ 006-BSM BASEMENT FLOOR 05/24/2018 BF _____ 007-GAR GARAGE FLOOR 05/24/2018 BF _____ 008-PLU PLUMBING - UNDERSLAB 05/25/2018 PR _____ 005-PLU PLUMBING - UNDERSLAB 20180180 2655 FAIRFAX WAY 257 05/02/2018 BC _____ 006-GAR GARAGE FLOOR 05/03/2018 BC _____ 007-BSM BASEMENT FLOOR 05/03/2018 BC 10:30 001-PPS PRE-POUR, SLAB ON GRADE 20180181 3 W VETERANS PKWY 05/23/2018 BC _____ AM 001-PHF POST HOLE - FENCE 20180183 922 S CARLY CIR 100 05/03/2018 BC _____ 002-PHF POST HOLE - FENCE 05/09/2018 BC _____ 002-FIN FINAL INSPECTION 20180185 245 WALSH CIR 35 05/04/2018 DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 16DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 16 TIME: 11:21:44 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 05/01/2018 TO 05/31/2018 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ BC _____ 002-FIN FINAL INSPECTION 20180188 2649 FAIRFAX WAY 256 05/14/2018 BC _____ 001-PPS PRE-POUR, SLAB ON GRADE 20180191 867 GREENFIELD TURN 43 05/31/2018 Comments1: INSTALL #4 REBAR BERY 3' TO PIN SLAB TO Comments2: FOUNDATION BC _____ 001-FTG FOOTING 20180193 2608 MCLELLAN BLVD 60 05/02/2018 BC _____ 002-FOU FOUNDATION 05/08/2018 PR _____ 003-BKF BACKFILL 05/17/2018 BF _____ 005-PLU PLUMBING - UNDERSLAB 05/30/2018 BC _____ 001-FIN FINAL INSPECTION 20180195 348 SUTTON ST 218 05/04/2018 BF _____ 001-PLU PLUMBING - UNDERSLAB 20180200 8710 RT 71 05/25/2018 BC _____ 002-PPS PRE-POUR, SLAB ON GRADE 05/25/2018 BC _____ 003-PPS PRE-POUR, SLAB ON GRADE 05/30/2018 BC _____ 003-FOU FOUNDATION 20180203 4449 E MILLBROOK CIR 226 05/02/2018 PR _____ 004-PLU PLUMBING - UNDERSLAB 05/08/2018 BC _____ 005-BKF BACKFILL 05/04/2018 BC _____ 006-BSM BASEMENT FLOOR 05/10/2018 BC _____ 007-GAR GARAGE FLOOR 05/10/2018 BC _____ 008-STP STOOP 05/10/2018 Comments1: FRONT PR _____ 002-PLU PLUMBING - UNDERSLAB 20180204 2820 SHERIDAN CT 201 05/08/2018 BC _____ 004-BKF BACKFILL 05/04/2018 BC _____ 001-FIN FINAL INSPECTION 20180205 664 W VETERANS PKWY 9 05/08/2018 Comments1: SIGN PR _____ 001-WAT WATER 20180206 2835 SILVER SPRINGS CT 249 05/02/2018 BC _____ 002-FTG FOOTING 05/07/2018 BC _____ 003-FOU FOUNDATION 05/08/2018 DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 17DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 17 TIME: 11:21:44 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 05/01/2018 TO 05/31/2018 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ PR _____ 004-PLU PLUMBING - UNDERSLAB 05/11/2018 BC _____ 005-BKF BACKFILL 05/11/2018 BC _____ 006-GAR GARAGE FLOOR 05/17/2018 BC _____ 007-BSM BASEMENT FLOOR 05/17/2018 BC _____ 008-STP STOOP 05/17/2018 Comments1: FRONT BC _____ 009-STP STOOP 05/17/2018 Comments1: REAR PR _____ 001-WAT WATER 20180207 4428 E MILLBROOK CIR 261 05/03/2018 BC _____ 002-FTG FOOTING 05/07/2018 BC _____ 003-FOU FOUNDATION 05/16/2018 PR _____ 004-PLU PLUMBING - UNDERSLAB 05/21/2018 BF _____ 006-BGS BASEMENT GARAGE STOOPS 05/23/2018 PR _____ 003-PLU PLUMBING - UNDERSLAB 20180209 574 SHADOW WOOD DR 95 05/08/2018 BC _____ 004-BKF BACKFILL 05/02/2018 PR _____ 005-ESW ENGINEERING - SEWER / WAT 05/02/2018 PR _____ 006-ESS ENGINEERING - STORM 05/02/2018 BC _____ 007-CRL CRAWL SPACE 05/10/2018 BC _____ 008-BSM BASEMENT FLOOR 05/10/2018 BC _____ 009-GAR GARAGE FLOOR 05/10/2018 BC _____ 010-STP STOOP 05/10/2018 Comments1: FRONT BC _____ 011-STP STOOP 05/10/2018 Comments1: REAR BC 11:00 001-ROF ROOF UNDERLAYMENT ICE & W 20180213 1401 SEQUOIA CIR 05/16/2018 BC _____ 001-PHF POST HOLE - FENCE 20180217 367 PENSECOLA ST 1148 05/02/2018 DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 18DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 18 TIME: 11:21:44 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 05/01/2018 TO 05/31/2018 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ BC _____ 002-FIN FINAL INSPECTION 05/14/2018 BC _____ AM 003-PHF POST HOLE - FENCE 05/10/2018 BC _____ 001-BND POOL BONDING 20180219 4534 MARQUETTE ST 1218 05/03/2018 Comments1: INSTALL BRASS GROUNDING ROD FREE BONDING Comments2: COMPLETE BONDING WIRE 18" AROUND POOL BC _____ 003-BND POOL BONDING 05/08/2018 PR _____ 004-TRN TRENCH - (GAS, ELECTRIC, 05/16/2018 Comments1: GAS BF _____ 005-FIN FINAL INSPECTION 05/21/2018 BC _____ 001-PPS PRE-POUR, SLAB ON GRADE 20180220 2295 GRANDE TR 171 05/02/2018 BC _____ 002-STP STOOP 05/02/2018 Comments1: REAR BC _____ 001-PPS PRE-POUR, SLAB ON GRADE 20180223 2910 ELLSWORTH DR 372 05/16/2018 PR _____ PM 003-ESW ENGINEERING - SEWER / WAT 20180226 542 WINDETT RIDGE RD 170 05/02/2018 PR _____ 004-BKF BACKFILL 05/02/2018 PR _____ 005-PLU PLUMBING - UNDERSLAB 05/09/2018 BF _____ 006-BSM BASEMENT FLOOR 05/18/2018 BF _____ 007-GAR GARAGE FLOOR 05/18/2018 PR _____ 001-WAT WATER 20180228 4324 E MILLBROOK CIR 274 05/17/2018 BF _____ 002-FTG FOOTING 05/21/2018 BF _____ 003-FOU FOUNDATION 05/23/2018 Comments1: FOUNDATION WALL, PLANS ON SITE BF _____ 004-BKF BACKFILL 05/25/2018 BC _____ 005-REI REINSPECTION 05/24/2018 Comments1: BACKFILL BF _____ 006-BGS BASEMENT GARAGE STOOPS 05/31/2018 PR _____ 001-WAT WATER 20180229 2806 SHERIDAN CT 203 05/18/2018 DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 19DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 19 TIME: 11:21:44 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 05/01/2018 TO 05/31/2018 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ BF _____ 002-FTG FOOTING 05/21/2018 BF _____ 003-FOU FOUNDATION 05/24/2018 BF _____ 005-BGS BASEMENT GARAGE STOOPS 05/31/2018 BC _____ 001-FIN FINAL INSPECTION 20180238 4568 GARRITANO ST F 436 05/07/2018 Comments1: RESIDENT REFUSED TO ALLOW INSPECTION TO Comments2: BE CONDUCTED BC _____ 002-REI REINSPECTION 05/11/2018 BC _____ 001-PPS PRE-POUR, SLAB ON GRADE 20180240 101 CLAREMONT CT 33 05/07/2018 BF _____ 001-PHD POST HOLE - DECK 20180243 889 N CARLY CIR 20 05/21/2018 Comments1: CANCELLED BC _____ AM 002-PHD POST HOLE - DECK 05/23/2018 BC _____ 002-BKF BACKFILL 20180248 1121 BLACKBERRY SHORE LN 46 05/11/2018 BC _____ 001-PHF POST HOLE - FENCE 20180251 1442 RUBY DR 357 05/21/2018 Comments1: CANCELLED BC 11:00 002-PHF POST HOLE - FENCE 05/24/2018 BC _____ 001-PHF POST HOLE - FENCE 20180252 2967 GRANDE TR 388 05/10/2018 BC _____ 002-FIN FINAL INSPECTION 05/21/2018 BC _____ 001-FIN FINAL INSPECTION 20180253 2428 EMERALD LN 24 05/31/2018 BC _____ 001-PHF POST HOLE - FENCE 20180255 736 HAYDEN DR 65 05/07/2018 BC _____ 001-FTG FOOTING 20180258 568 WINDETT RIDGE RD 168 05/09/2018 BC _____ 002-FOU FOUNDATION 05/15/2018 PR _____ 004-ESW ENGINEERING - SEWER / WAT 05/22/2018 BC _____ 001-FTG FOOTING 20180259 622 SUTTON ST 163 05/09/2018 BC _____ 002-FOU FOUNDATION 05/11/2018 BC _____ 003-BKF BACKFILL 05/16/2018 PR _____ 004-ESW ENGINEERING - SEWER / WAT 05/17/2018 DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 20DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 20 TIME: 11:21:44 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 05/01/2018 TO 05/31/2018 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ BF _____ 005-PLU PLUMBING - UNDERSLAB 05/25/2018 BF _____ 006-BSM BASEMENT FLOOR 05/29/2018 BF _____ 007-GAR GARAGE FLOOR 05/29/2018 BC _____ 001-FTG FOOTING 20180260 2411 FITZHUGH TURN 150 05/14/2018 BC _____ 002-FOU FOUNDATION 05/16/2018 PR _____ 003-ESW ENGINEERING - SEWER / WAT 05/22/2018 BF _____ 004-BKF BACKFILL 05/25/2018 BC _____ 005-REI REINSPECTION 05/29/2018 Comments1: BACKFILL PR _____ 001-RFR ROUGH FRAMING 20180271 353 GARDEN CIR 05/07/2018 PR _____ 002-REL ROUGH ELECTRICAL 05/07/2018 PR _____ 003-PLR PLUMBING - ROUGH 05/07/2018 PR _____ 004-RMC ROUGH MECHANICAL 05/07/2018 BC _____ 001-FTG FOOTING 20180274 2603 MCLELLAN BLVD 41 05/02/2018 BC _____ 002-FOU FOUNDATION 05/04/2018 BC _____ 003-BKF BACKFILL 05/09/2018 BF _____ 004-WAT WATER 05/24/2018 BF _____ 005-PLU PLUMBING - UNDERSLAB 05/30/2018 BC _____ 001-FTG FOOTING 20180275 2672 MCLELLAN BLVD 53 05/02/2018 BC _____ 002-FOU FOUNDATION 05/10/2018 PR _____ 003-BKF BACKFILL 05/17/2018 BF _____ 004-WAT WATER 05/24/2018 BF _____ 005-PLU PLUMBING - UNDERSLAB 05/30/2018 BC _____ 001-ROF ROOF UNDERLAYMENT ICE & W 20180279 109 E MAIN ST 05/02/2018 BC _____ 002-FIN FINAL INSPECTION 05/24/2018 DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 21DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 21 TIME: 11:21:44 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 05/01/2018 TO 05/31/2018 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ BC _____ 001-FIN FINAL INSPECTION 20180281 2088 NORTHLAND LN 85 05/15/2018 BC _____ 001-PHF POST HOLE - FENCE 20180283 761 OMAHA DR 16 05/09/2018 BC _____ 002-FIN FINAL INSPECTION 05/17/2018 BC _____ 001-TRN TRENCH - (GAS, ELECTRIC, 20180284 503 TERI LN 05/08/2018 BC _____ 001-PHF POST HOLE - FENCE 20180285 605 MCHUGH RD 1 05/02/2018 BC _____ 002-FIN FINAL INSPECTION 05/07/2018 BC _____ 001-PHF POST HOLE - FENCE 20180287 1036 N CARLY CIR 59 05/22/2018 BC _____ 001-FTG FOOTING 20180290 1762 CALLANDER TR 64 05/08/2018 Comments1: DECK BC _____ 001-MIS MISCELLANEOUS 20180291 110 E KENDALL DR 05/31/2018 Comments1: AGP POOL IS NOT BODED WITH #8 COPPER WIR Comments2: E BC _____ 001-PHF POST HOLE - FENCE 20180294 605 S BRIDGE ST 05/18/2018 BC _____ 001-PHF POST HOLE - FENCE 20180295 2465 WILTON CT 128 05/10/2018 BC _____ 002-FIN FINAL INSPECTION 05/14/2018 BF _____ 001-FTG FOOTING 20180300 2421 FITZHUGH TURN 149 05/22/2018 BF _____ 002-FOU FOUNDATION 05/24/2018 Comments1: NO PRINTS ON SITE TO VERIFY REBAR PLACEM Comments2: ENT BC _____ 001-PHF POST HOLE - FENCE 20180301 2621 FAIRFAX WAY 252 05/17/2018 BC _____ 001-PHF POST HOLE - FENCE 20180302 1002 CANYON TRAIL CT 41 05/04/2018 Comments1: UNABLE TO LOCATE ANY PROPERTY MARKER TO Comments2: DETERMINE PLACEMENT OF FENCE BC 13:30 001-OCC OCCUPANCY INSPECTION 20180303 129 COMMERCIAL DR UNIT 9 05/04/2018 Comments1: 1-OPENGROUND IN RECEPTACLE AT CASHIERS S Comments2: TATION. 2-TOILET IN MENS ROOM DOES NOT F Comments3: LUSH SUFFICENTLY ENOUGH FOR SOLIDS. BC _____ 002-REI REINSPECTION 05/31/2018 Comments1: FINAL BC _____ 001-PHF POST HOLE - FENCE 20180304 977 N CARLY CIR 123 05/18/2018 DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 22DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 22 TIME: 11:21:44 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 05/01/2018 TO 05/31/2018 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ PR _____ 001-WAT WATER 20180308 4412 E MILLBROOK CIR 264 05/08/2018 BC _____ 002-FTG FOOTING 05/14/2018 BC _____ 003-FOU FOUNDATION 05/17/2018 PR _____ 004-PLU PLUMBING - UNDERSLAB 05/25/2018 BF _____ 007-STP STOOP 05/31/2018 PR _____ AM 001-WAT WATER 20180309 4388 E MILLBROOK CIR 268 05/10/2018 BC _____ 002-FTG FOOTING 05/14/2018 PR _____ 003-PLU PLUMBING - UNDERSLAB 05/24/2018 BF _____ 004-FOU FOUNDATION 05/18/2018 BF _____ 005-BKF BACKFILL 05/21/2018 BF _____ 006-BSM BASEMENT FLOOR 05/25/2018 BF _____ 007-GAR GARAGE FLOOR 05/25/2018 BC _____ 001-ROF ROOF UNDERLAYMENT ICE & W 20180312 807 STATE ST 05/02/2018 BC _____ 002-FIN FINAL INSPECTION 05/14/2018 BC _____ 001-PHF POST HOLE - FENCE 20180314 936 N CARLY CIR 53 05/07/2018 BC _____ 002-REI REINSPECTION 20180315 2463 FAIRFAX WAY 245 05/22/2018 Comments1: REINSPECTION FEE PAID BC _____ 001-PPS PRE-POUR, SLAB ON GRADE 20180318 1981 WESTON AVE 48 05/22/2018 Comments1: ANCHOR TO FOUNDATION WITH REBAR PRIOR TO Comments2: POUR BC _____ 001-PHF POST HOLE - FENCE 20180319 2185 HENNING LN 312 05/17/2018 BC _____ 001-FIN FINAL INSPECTION 20180323 1001 CANYON TRAIL CT 40 05/31/2018 Comments1: POOL BC _____ 001-FTG FOOTING 20180326 2365 SUMAC DR 26 05/23/2018 Comments1: GARAGE BC _____ 002-FOU FOUNDATION 05/25/2018 BC _____ 001-FTG FOOTING 20180338 3323 CALEDONIA DR 74 05/16/2018 DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 23DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 23 TIME: 11:21:44 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 05/01/2018 TO 05/31/2018 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ BC _____ 002-FOU FOUNDATION 05/17/2018 BF _____ 003-BKF BACKFILL 05/23/2018 BF _____ 004-PLU PLUMBING - UNDERSLAB 05/30/2018 BF _____ 005-ESS ENGINEERING - STORM 05/24/2018 BF _____ 006-ESW ENGINEERING - SEWER / WAT 05/24/2018 BF _____ 007-BGS BASEMENT GARAGE STOOPS 05/31/2018 BF _____ 008-CRL CRAWL SPACE 05/31/2018 BC _____ 001-FTG FOOTING 20180340 3327 CALEDONIA DR 20 05/16/2018 BC _____ 002-FOU FOUNDATION 05/17/2018 BC _____ 003-BKF BACKFILL 05/24/2018 BF _____ 004-PLU PLUMBING - UNDERSLAB 05/30/2018 BF _____ 005-ESS ENGINEERING - STORM 05/24/2018 BF _____ 006-ESW ENGINEERING - SEWER / WAT 05/24/2018 BF _____ 007-BGS BASEMENT GARAGE STOOPS 05/31/2018 BF _____ 008-CRL CRAWL SPACE 05/31/2018 BF _____ 001-WAT WATER 20180341 4336 E MILLBROOK CIR 273 05/30/2018 BC _____ 001-PHF POST HOLE - FENCE 20180344 2909 GRANDE TR 377 05/24/2018 BC _____ 001-PHF POST HOLE - FENCE 20180345 1173 CODY CT 11 05/10/2018 BC _____ AM 001-PHD POST HOLE - DECK 20180348 2428 EMERALD LN 24 05/16/2018 BC _____ 002-FIN FINAL INSPECTION 05/31/2018 BC 09:30 001-ROF ROOF UNDERLAYMENT ICE & W 20180351 1885 WALSH DR 05/23/2018 BF _____ 001-PHF POST HOLE - FENCE 20180353 2463 FAIRFAX WAY 245 05/21/2018 Comments1: REINSPECTION REQUIRED & FEE PR _____ 001-ROF ROOF UNDERLAYMENT ICE & W 20180354 112 W VAN EMMON ST 05/29/2018 BC _____ 002-FIN FINAL INSPECTION 05/31/2018 DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 24DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 24 TIME: 11:21:44 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 05/01/2018 TO 05/31/2018 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ BC _____ 001-RFR ROUGH FRAMING 20180369 707 ADRIAN ST 05/17/2018 BC _____ 002-REL ROUGH ELECTRICAL 05/17/2018 BC _____ 003-FIN FINAL INSPECTION 05/17/2018 BC _____ 001-BKF BACKFILL 20180372 416 S DOVER CT 63 05/24/2018 BF _____ 001-WAT WATER 20180376 2826 SHERIDAN CT 199 05/31/2018 BC _____ 001-FIN FINAL INSPECTION 20180380 2329 HOBBS LN 162 05/18/2018 BC _____ 001-PHD POST HOLE - DECK 20180384 2395 HOLLENBACK CT 425 05/24/2018 BC _____ AM 001-PPS PRE-POUR, SLAB ON GRADE 20180395 2923 ELLSWORTH DR 412 05/24/2018 Comments1: PLACE REBAR IN HOLES IN STOOP BC _____ 001-ROF ROOF UNDERLAYMENT ICE & W 20180403 401 ELM LN 05/31/2018 BC _____ 001-ROF ROOF UNDERLAYMENT ICE & W 20180405 308 W DOLPH ST 05/25/2018 BC _____ 001-ROF ROOF UNDERLAYMENT ICE & W 20180415 326 PIERPONT LN 05/24/2018 BC 10:00 001-FIN FINAL INSPECTION 20180419 302 MILL ST 05/25/2018 BC _____ 001-ROF ROOF UNDERLAYMENT ICE & W 20180444 206 W RIDGE ST 05/29/2018 BC _____ 001-ROF ROOF UNDERLAYMENT ICE & W 20180445 1921 COUNTRY HILLS DR 122 05/31/2018 DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 25DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 25 TIME: 11:21:44 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 05/01/2018 TO 05/31/2018 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ PERMIT TYPE SUMMARY: ADD ADDITION 5 AGP ABOVE-GROUND POOL 10 BIP BUILD INCENTIVE PROGRAM SFD 67 BSM BASEMENT REMODEL 4 CCO COMMERCIAL OCCUPANCY PERMIT 2 COM COMMERCIAL BUILDING 7 CRM COMMERCIAL REMODEL 15 DCK DECK 6 DRV DRIVEWAY 1 ESN ELECTRIC SIGN 11 FNC FENCE 29 GAR GARAGE 2 GEN STAND BY GENERATOR 1 IGP IN-GROUND POOL 3 MIS MISCELLANEOUS 4 MSC MISCELLANEOUS 1 PRG PERGOLA 2 PTO PATIO / PAVERS 12 REP REPAIR 3 ROF ROOFING 17 RPZ RPZ - BACKFLOW PREVENTION 1 SFA SINGLE-FAMILY ATTACHED 59 SFD SINGLE-FAMILY DETACHED 250 WHR WATER HEATER REPLACEMENT 2 WIN WINDOW REPLACEMENT 5 INSPECTION SUMMARY: BGS BASEMENT GARAGE STOOPS 5 BKF BACKFILL 20 BND POOL BONDING 4 BSM BASEMENT FLOOR 16 CRL CRAWL SPACE 3 EDA ENGINEERING - DRIVEWAY APRON 1 EFL ENGINEERING - FINAL INSPECTION 17 ELS ELECTRIC SERVICE 5 EPW ENGINEERING- PUBLIC WALK 24 ESS ENGINEERING - STORM 5 ESW ENGINEERING - SEWER / WATER 11 FIN FINAL INSPECTION 59 FOU FOUNDATION 22 FTG FOOTING 21 GAR GARAGE FLOOR 23 GTP GREASE TRAP 1 INS INSULATION 20 MIS MISCELLANEOUS 1 OCC OCCUPANCY INSPECTION 1 PHD POST HOLE - DECK 11 PHF POST HOLE - FENCE 21 DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 26DATE: 06/01/2018 UNITED CITY OF YORKVILLE PAGE: 26 TIME: 11:21:44 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 05/01/2018 TO 05/31/2018 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ------------------------------------------------------------------------------------------------------------------------------------ PLF PLUMBING - FINAL OSR READY 18 PLR PLUMBING - ROUGH 21 PLU PLUMBING - UNDERSLAB 20 PPS PRE-POUR, SLAB ON GRADE 19 REI REINSPECTION 18 REL ROUGH ELECTRICAL 22 RFR ROUGH FRAMING 22 RMC ROUGH MECHANICAL 18 ROF ROOF UNDERLAYMENT ICE & WATER 13 RPZ PLUMBING - RPZ VALVE 1 RST FIRE OR DRAFT STOPPING 6 STK STACK TEST 3 STP STOOP 15 SUM SUMP 1 TRN TRENCH - (GAS, ELECTRIC, ETC) 4 WAT WATER 10 WK SERVICE WALK 14 WKS PUBLIC & SERVICE WALKS 3 INSPECTOR SUMMARY: 1 BC BOB CREADEUR 246 BF B&F TECHNICAL CODE SERVICE 74 JB JON BAUER 1 PR PETER RATOS 177 TK TOM KONEN 20 STATUS SUMMARY: A BC 3 C BC 56 C BF 6 C PR 34 C TK 17 I 1 I BC 170 I BF 68 I PR 140 T BC 17 T JB 1 T PR 3 T TK 3 REPORT SUMMARY: 519 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 New Business #3 Tracking Number EDC 2018-51 Property Maintenance Report for May 2018 Economic Development Committee – July 3, 2018 Informational None Pete Ratos Community Development Name Department Page | 1 Property Maintenance Report May 2018 Adjudication: 1 Property Maintenance Case heard in May 5/30/2018 N 3323 205 Elizabeth St. Rubbish & Garbage Dismissed Memorandum To: Economic Development Committee From: Pete Ratos, Code Official CC: Bart Olson, Krysti Barksdale-Noble, Lisa Pickering Date: June 1, 2018 Subject: May Property Maintenance Case # Case Date Assigned To ADDRESS OF COMPLAINTTYPE OF VIOLATIONDOWN TOWN SWEEPSTATUS VIOLATION LETTER SENTFOLLOW UP STATUSCITATION ISSUEDPOSTED20180154 5/31/2018 Bob Creadeur 208 W. Fox St. Working without a permitIN VIOLATION 6/1/201820180153 5/31/2018 Poornima Ramesh Lot 126 Blackberry WoodsWeeds and Grass IN VIOLATION 5/30/201820180152 5/31/2018 Poornima Ramesh Lot 54 -56 Blackberry WoodsWeeds and Grass IN VIOLATION 5/30/201820180151 5/29/2018 Poornima Ramesh 884 PURCELL ST WEEDS, GRASS CLOSED20180150 5/29/2018 Poornima Ramesh Lots in Raintree subdivisionWeeds and Grass CLOSED20180149 5/29/2018 Pete Ratos ROUTE 47 & GREENBRIARGRASS ON WALKS COMPLIANT Compliant20180148 5/25/2018 Poornima Ramesh Lot 64 Sumac Dr GARBAGE ON BERM EROSION PROBLEMPENDING20180147 5/25/2018 Pete Ratos 902 CANYON TR WEEDS, GRASS IN VIOLATION20180146 5/24/2018 Poornima Ramesh Switchgrass and Hayden DrWEEDS, GRASS CLOSED20180145 5/24/2018 Poornima Ramesh Lots in Bristol bay Weeds and Grass IN VIOLATION 5/29/201820180144 5/24/2018 Poornima Ramesh 432 Pleasant Ct Weeds and Grass CLOSED20180143 5/24/2018 Poornima Ramesh 905 STONY CREEK WEEDS, GRASS IN VIOLATION 5/24/201820180142 5/23/2018 Pete Ratos 02-29-278-018SOUTH OF HILLSIDE AND OPPOSITE PRAIRIE LNWeeds and Grass IN VIOLATION 5/25/2018 5/25/201820180141 5/23/2018 Poornima Ramesh Lot 148 Flintcreek Ln Weeds and Grass IN VIOLATION 5/23/201820180140 5/23/2018 Poornima Ramesh 110 E Fox St Weeds and Grass IN VIOLATION In Violation 5/23/201820180139 5/23/2018 Bob Creadeur 1104 SUNSET AVE WEEDS, SHED IN DISREPAIRIN VIOLATION 5/25/201820180138 5/23/2018 Poornima Ramesh 224 ELIZABETH ST HOME OCCUPATIONCLOSED20180137 5/22/2018 Pete Ratos 469 NORWAY CIR SUMP PUMP DISCHARGING OVER PUBLIC WAYCLOSED20180136 5/22/2018 Poornima Ramesh 1528 SIENNA DR WEEDS COMPLIANTCase Report05/01/2018 - 05/31/2018Page: 1 of 3 20180135 5/21/2018 Poornima Ramesh 706 Heustis St. Grass, Weeds IN VIOLATION In violation 5/31/2018 5/23/201820180134 5/21/2018 Poornima Ramesh 855 CARLY CT HOME OCCUPATIONCLOSED20180133 5/21/2018 Bob Creadeur 2800 N Bridge St Humming Noise CLOSED20180132 5/18/2018 Poornima Ramesh 307 E Ridge St Weeds and Grass CLOSED20180131 5/18/2018 Pete Ratos 208 HEUSTIS ST STOP WORK ORDERIN VIOLATION20180130 5/17/2018 Poornima Ramesh 1508 N. Bridge St. Grass, Weeds IN VIOLATION 5/23/201820180129 5/17/2018 Poornima Ramesh 320 Blackberry Ln Grass, Weeds IN VIOLATION 5/23/201820180128 5/17/2018 Poornima Ramesh Lot 147 HoneySuckle LnWeeds and Grass IN VIOLATION 5/17/201820180127 5/17/2018 Poornima Ramesh 2508 Sumac Dr Weeds and Grass IN VIOLATION 5/17/201820180126 5/17/2018 Poornima Ramesh Lot 64 Sumac Dr Weeds and Grass IN VIOLATION 5/17/201820180125 5/17/2018 Poornima Ramesh Lot 60 Sumac Dr Weeds and Grass IN VIOLATION 5/17/201820180124 5/17/2018 Poornima Ramesh 2486 Sumac Dr Stagnant Water CLOSED20180123 5/16/2018 Poornima Ramesh 1702 John St Weeds and Grass IN VIOLATION In Violation 5/17/201820180122 5/16/2018 Poornima Ramesh 2461 ALAN DALE LNBRIGHT DECORATIVE LIGHTSCLOSED20180121 5/16/2018 Poornima Ramesh Lot in liberty St Weeds and Grass IN VIOLATION In violation 5/31/2018 5/16/201820180120 5/16/2018 Poornima Ramesh 601 E COUNTRYSIDE PKWYWEEDS CLOSED20180119 5/16/2018 Poornima Ramesh 2247 Alandale Ln Weeds and Grass CLOSED20180118 5/16/2018 Poornima Ramesh 208 E Spring St Weeds and Grass IN VIOLATION 5/16/201820180117 5/16/2018 Poornima Ramesh VACANT LOT BEHIND HILLSIDE NURSING FACILITYWEEDS CLOSED20180116 5/16/2018 Poornima Ramesh 308 Blackberry Ln Weeds and Grass IN VIOLATION 5/15/201820180115 5/15/2018 Poornima Ramesh Autumn Creek and crimson LnWeeds and Grass COMPLIANT20180114 5/15/2018 Poornima Ramesh Lots in Country side Weeds and Grass CLOSED20180113 5/15/2018 Poornima Ramesh 2953 Golden Rod Dr Weeds and Grass IN VIOLATION 5/15/201820180112 5/15/2018 Poornima Ramesh 232 Walsh Cir Weeds and Grass IN VIOLATION 5/14/201820180111 5/15/2018 Poornima Ramesh 2244 Northland Dr Weeds and Grass CLOSED Compliant 5/11/201820180110 5/10/2018 Poornima Ramesh 1824 B Country Hills DrWeeds and Grass IN VIOLATION 5/11/2018Page: 2 of 3 20180109 5/10/2018 Poornima Ramesh 506 Heustis St Weeds and wire hanging on the garageCLOSED20180108 5/15/2018 Poornima Ramesh 2461 ALAN DALE LNWEEDS PENDING20180107 5/15/2018 Poornima Ramesh Lot 3 - 6 Sumac Dr WEEDS CLOSED Compliant 5/17/201820180106 5/15/2018 Poornima Ramesh 2753 GOLDENROD DRWEEDS CLOSED20180105 5/10/2018 Poornima Ramesh 1376 Spring St Weeds and Grass IN VIOLATION 5/10/201820180104 5/9/2018 Poornima Ramesh 902 Canyon Trl Weeds and Grass CLOSED20180103 5/9/2018 Poornima Ramesh 1372 Spring St Weeds and Grass CLOSED Compliant 5/9/201820180102 5/9/2018 Poornima Ramesh 1378 Spring St Weeds and Grass IN VIOLATION 5/10/201820180101 5/9/2018 Poornima Ramesh 1386 Spring st Weeds and Grass IN VIOLATION 5/9/201820180100 5/9/2018 Poornima Ramesh Lot 366 -367 Fairfield AveWeeds and Grass CLOSED20180099 5/4/2018 Poornima Ramesh 210 E Main St Vehicle CLOSED20180098 5/2/2018 Poornima Ramesh 407 Adams St Raccoon and possum infestationCLOSED20180097 5/2/2018 Poornima Ramesh 114 W Veterans Pkwy Snipe Signs CLOSED20180096 5/2/2018 Poornima Ramesh 507 Parkside Ln Fire Pit COMPLIANT20180095 5/2/2018 Poornima Ramesh 601 Heustis St Accessory Structure & dead treeIN VIOLATION 5/2/2018 5/23/2018Total Records: 60Page: 3 of 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 New Business #4 Tracking Number EDC 2018-52 Economic Development Report for June 2018 Economic Development Committee – July 3, 2018 N/A See attached. Bart Olson Administration Name Department 651 Prairie Pointe Drive, Suite 102  Yorkville, Illinois 60560 Phone 630-553-0843  FAX 630-553-0889 Monthly Report – for July 2018 EDC Meeting of the United City of Yorkville June 2018 Activity Downtown Redevelopment: - Continue working with Imperial Investments to identify a variety of businesses who may be potential tenant candidates for future and existing buildings. - Working with a variety of businesses looking at Yorkville’s downtown for their new home. I would anticipate announcements of two new businesses this summer. Development south of Fox River: - Continue working with Eleno Silva on banquet center. Eleno has begun exterior construction in Stagecoach Crossing. He is focusing on opening in November or December of 2018. Development north of the Fox River: - Kendall Crossing…Construction is moving along on the Holiday Inn Express and Banquet Facility. The Banquet and Event Center is now named “Kendall Banquets and Event Center”. Also, there is a variety of interest in the remaining three lots at Kendall Crossing. I am hopeful that more information will be available in the new future. - Kendall Marketplace…Working with Alex Berman (owner) to identify potential additional development on the project. The townhome component of the project is now under contract, and set to close in July. This is a very important development, as it will potentially add 164 new units to the area. Alex has engaged a specialist group to work through a plan to determine new options and opportunities for the project. Also I continue to work with other commercial, retail and service businesses who are exploring the center. - Fox Hill Center…leases are being finalized. The former 7-Eleven is going to become “Fox Hill Pantry”. The owners have applied to the city for liquor license. Additional new tenant continues to negotiate their lease. Industrial Development: - Working with City Staff, Lincoln Prairie landowner Dave Hamman, and industrial broker Joyce Sloan, on BNSF certification process for the property which will begin later this year. - Continue working with small industrial user to locate in Yorkville. This business owner is a resident, and currently operates in a surrounding community. The project is being reconfigured to meet the needs of potential users and to be built in phases. Recreation: - Go for it Sports…continue working with the center. Go For It Sports athletes won several metals at the Special Olympics, on this their inaugural year. Former NBA star, Kiwane Garis, who was University of Illinois second leading scorer in school history for basketball is coming to the dome for a basketball camp August 3rd and 4th. Everyone aged 8 to 13 years old can participate, and all parents are welcome to participate in a special Q & A and meet and greet on the same days. - Raging Waves Waterpark is pleased to have a new area open for their “smaller fans”. This includes a new slide area. Other Activity: - Attended the quarterly KEDA Meeting which was held at Waubonsee’s Plano Campus. We discussed issues facing the region. Respectfully submitted, Lynn Dubajic 651 Prairie Pointe Drive, Suite 102 Yorkville, IL 60560 lynn@dlkllc.com 630-209-7151 cell Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/gov_officials.php Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: See attached memo. Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number New Business #5 Tracking Number EDC 2018-53 Professional Services Agreement Addendum for Partial Building Inspections Economic Development Committee - July 3, 2018 01-23-2018 Approval of Res. 2018-04 Majority Vote Addendum to professional services agreement with B&F Construction for partial building inspections. Krysti Barksdale-Noble, AICP Community Development Name Department Request Summary In January 2018, the City of Yorkville approved the proposed contract with B&F Construction for supplemental plan review and building inspection services. It was anticipated that B&F would take on the larger scale new commercial projects, while city staff continue with residential inspection services. However, residential building activity has increased about 90% since this time last year and has necessitated the Building Department to utilize B&F for smaller, partial inspection services (e.g., plumbing, electrical, hvac, concrete, etc.). Since the current agreement does not have a fee schedule for commercial or residential partial inspection services, the proposed addendum clarifies that “as-needed building inspections” will be performed for forty dollars ($40.00) per inspection, per discipline with a minimum charge per day, per inspector of eighty dollars ($80.00). Proposed Services Agreement Addendum The originally approved services agreement and proposed addendum are attached for your review. The proposed as-needed inspection services rate of $40 per inspection/per trade is consistent with other local tradesmen offering municipal inspection services. As with the current services agreement, the City would be responsible for paying B&F directly, so there would be no change in the way permits are processed or payment made by the permittee. Additionally, there is a reference to commercial inspections on page 4 in “Exhibit A - Scope of Work and Fee Schedule” of the original agreement. It states the “Inspection Fees” for commercial construction are billed on a per square foot bases, however, this fee is for a full new commercial construction inspection, as opposed to a partial “fill-in” inspection by trade. The proposed addendum will not conflict with or affect this fee. Staff Recommendation The City Attorney has reviewed the proposed contract with B&F Construction for as-needed building inspection services. Staff is recommending approval if the agreement addendum and will be available at Tuesday night’s meeting to address any questions or concerns from the committee regarding this matter. Memorandum To: Economic Development Committee From: Krysti J. Barksdale-Noble, Community Development Director CC: Bart Olson, City Administrator Pete Ratos, Building Code Official Date: June 26, 2018 Subject: B&F Construction Code Services – Professional Building Addendum to Inspection and Plan Review Services Agreement Service With Integrity Member ICC NFPA IFIA IACET June 6, 2018 Krysti J. Barksdale-Noble, AICP United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 RE: Addendum of current contract Dear Ms. Barksdale-Noble: Please let this letter serve as an addendum to the recently approved contract dated 11/07/2017 for our services. We did not originally include costs for “as needed” inspections. These are inspections that are requested on an as needed basis and not specifically addressed by the contract. We ask that the following language be approved: As Needed Building Inspections As needed building, electrical, mechanical, plumbing inspections will be performed as follows: Forty Dollars ($40.00) per inspection, per discipline. Minimum charge per day, per inspector is Eight dollars ($80.00). Please notify our office by 4:00 pm the day prior of any inspections to be performed. We trust this language will meet your approval. Should you have any questions, please do not hesitate to contact me. Regards, Seth Sommer, CBO Director of Quality Control and Staff Development ACCEPTED BY __________________________ PLEASE PRINT _________________________ TITLE __________________________ DATE __________________________ OFFICE & SHIPPING: 2420 Vantage Drive CORRESPONDENCE: P.O. BOX 5178 ELGIN, IL 60121-5178 CONSTRUCTION CODE SERVICES, INC . BUILDING & FIRE PROTECTION PLAN REVIEW TRAINING • INSPECTIONS • CODE CONSULTING F B ® & PHONE FAX TOLL FREE E-MAIL (847) 428-7010 (847) 428-3151 1-800-232-5523 bfccs@bfccs.org Resolution No. 2018-04 A RESOLUTION OF THE UNITED CITY OF YORKVILLE,KENDALL COUNTY,ILLINOIS, AUTHORIZING A SERVICE AGREEMENT FOR BUILDING PLAN REVIEW AND INSPECTIONS 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, the City is responsible to review all plans submitted for commercial, residential and industrial development for zoning, building code compliance and appearance code compliance and the issuance of all building permits as well as permits for signs, decks, fences and pools; and, WHEREAS, the City's Building Safety and Zoning Department (the "Department') provides such services on behalf of the City; and, WHEREAS, the volume of the applications for permits continues to increase and the City believes that assistance with the required reviews is warranted in order to continue its goal of short "turn-around" times in order to maintain the City's competitive advantage to encourage new development; and, WHEREAS, after review of several service providers, the Department has determined that B&F Construction Services, Inc., an Illinois corporation, has the staff with the professional experience, skill and competence to provide the Department with the assistance it needs; and, WHEREAS, the Department hereby recommends that the City Council to enter into the Service Agreement for Building Plan Review and Inspections with B&F Construction Code Services, Inc., as attached hereto. Resolution No.2018-04 Page 1 NOW, THEREFORE, BE IT RESOLVED, by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. The Service Agreement for Building Plan Review and Inspection by and between the City and B&F Construction Code Services, Inc., in the form attached hereto and made a part hereof is hereby approved, and the Mayor and City Clerk are hereby authorized to execute same and deliver said Agreement on behalf of the United City of Yorkville. BE IT FURTHER RESOLVED that 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 013 day of J 44 Qft Y A.D. 2018. 7DEPUTY City Clerk CARLO COLOSIMO ave._ KEN KOCH ave, JACKIE MILSCHEWSKI ave ARDEN JOE PLOCHER GL 8 CHRIS FUNKHOUSER a eJOEL FRIEDERS ave SEAVER TARULIS aste ALEX HERNANDEZ QV ei APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this a3 day of J 414(jggY A.D. 2018. Mayor Attest: DEP4)lY City Clerk Resolution No.2018- Page 2 UNITED CITY OF YORKVILLE SER VICES A GREEMENT FOR B UILDING PLAN REVIEW AND INSPECTIONS THIS SERVICES AGREEMENT(the "AGREEMENT") is made and entered into on this 7th day of November, 2017, by and between the United City of Yorkville (CITY) and B&F Construction Code Services, Inc.(CONTRACTOR)for services set forth in Exhibit A("Services"). WITNESSETH that in consideration of the covenants herein,these parties agree as follows: SECTION]. BACKGROUND. United City of Yorkville has adopted codes and ordinances that are intended to improve and protect the health,safety and welfare of the general public.These ordinances seek to promote a desirable neighborhood living environment and preserve property values. United City of Yorkville Building Safety and Zoning department is responsible for building permits and a variety of other services such as zoning reviews,building code compliance and appearance code regulations of all plans submitted for commercial,residential, industrial properties,as well as and miscellaneous permits such as signs,decks,fences,and pools.The building code reviews utilize the 2009 International Code Council (ICC)codes with amendments,2008 National Electric Code(NEC)with amendments and 2012 International Energy Conservation Code(IECC). Some residential developments were approved with legacy codes locked in for a set period of time according to their annexation agreement.These developments are allowed to build to codes from the 2000 IBC and 2006 IBC depending on their respective agreements. The City currently provides building plan review and inspection services with in-house staff. There are currently two (2)full-time building department staff members maintaining the petitioner's construction schedules.The plan reviews and inspections are done within a short period time to facilitate the customer's needs to complete their residential and commercial projects. It is necessary to maintain short turn-around times to provide the City with a competitive advantage to encourage new development within the City.At certain times,the total number of permits issued in 2015 was 605 and 855 permits were issued in 2016. Due to limited staff and specialization,training, and licensing held by staff,the City is contracting with B&F Construction Code Services,Inc.to assist with inspections and various plan review-services. SECTION 2. NOTICES: All notices,notices,requests,claims,demands and other official communications herein shall be in writing. Such notices shall be given(i)by delivery in person,(ii) by a nationally recognized commercial courier service;or(iii)by United States Postal Service, registered mail,postage prepaid and return receipt requested.Notices shall be effective upon actual delivery to the other Party at the following addresses: United City of Yorkville Attn: Bart Olson,City Administrator 800 Game Farm Rd Yorkville, IL 60560 630) 553-4350 11Page B & F Construction Code Services,Inc. Attn: Richard A. Piccolo 2420 Vantage Dr Elgin, IL 60124 847)428-7010 SECTION 3. CONTRACT TERM: The term of this Agreement will begin upon the full execution of this Agreement and terminate upon thirty(30)days written notice by either party. Both parties agree to follow the termination procedure outlined in Section 10.1. SECTION4. FEE SCHEDULEANDPAYMENTS.• The City shall pay the CONTRACTOR for the services performed or furnished,based upon the CONTRACTORS'S fees outlined in Exhibit A. The CONTRACTOR may submit invoices for payment at the address set forth above,together with reasonable supporting documentation for services rendered, The CITY may require such additional supporting documentation as they reasonably deem necessary or desirable. Payments shall be due and owing by the CITY in accordance with the terms and provisions of the Local Government Prompt Payment Act,Illinois Compiled Statutes,Ch. 50, Sec. 505,et.seq.; SECTIONS. CONTRACTOR'S RESPONSIBILITY.• CONTRACTOR shall perform the Services outlined in Exhibit A in accordance with the degree of professional skill,quality and care ordinarily exercised by members of the same profession currently practicing in the same location under comparable circumstances and as expeditiously as is consistent with professional skill and the orderly progress of the Project.All CONTRACTOR'S personnel are certified and/or licensed to provide the services that they are assigned to. CONTRACTOR will endeavor in good faith,as needed,to obtain from the Director of Community Development or their designee their interpretation of applicable codes and standards and will apply its professional judgment in interpreting the codes and standards as they apply to the Project at the time of performance of the Services.Notwithstanding the above,the Parties agree that if such codes or standards change during the Contract Term,CONTRACTOR will be responsible for staying up to date with industry changes and current code. If additional costs are necessary to conform to such changes or interpretations during or after execution of the Services,CONTRACTOR will seek to amend this contract prior to completing additional work. . SECTION 6. CONFIDENTIALITY.• CONTRACTOR agrees that it and its employees assigned to the CITY will not disclose any information learned during the performance of this Agreement relating to the business of the CITY that is, in fact, confidential including, without limitation, all proprietary information and trade secrets of the CITY for any purpose, provided, however, CONTRACTOR and its employees may disclose such information under any of the following circumstances: (1) disclosure thereof in good faith by a Consultant in connection with the performance of Services or activities pursuant to any valid Work Order; (2) disclosure which Consultant is advised by counsel is required by a court or other governmental agency or competent jurisdiction, provided that Consultant first gives the CITY written notice and an opportunity to prevent such disclosure or otherwise seek protection of such information, or (3) disclosure by Consultant of any such information or data which is generally known within the industry or available from other persons who do not have a fiduciary duty or obligation of confidentiality to the CITY. Notwithstanding any other provision of this Agreement, the CITY acknowledges that 2 1 P a g e CONTRACTOR and its employees are active, experienced and knowledgeable about the industry in which the CITY operate, and it is impossible for CONTRACTOR and its employees to learn information relating to the business of the CITY,or acquire ideas,know-how or technical knowledge during the Term arising out of any customized applications developed by CONTRACTOR for the CITY's specific use ("Application Development"), and not have it affect their understanding of the industry in which the CITY, its competitors and customers operate, and that such understanding may affect what CONTRACTOR and its employees do in the future within the industry, and the CITY does not expect nor request that CONTRACTOR and its employees forget what they have learned from the CITY which may be confidential. CONTRACTOR and its employees' promises of nondisclosure of the information is limited to direct express disclosure,whether written or verbal, of information which is confidential, in fact,to third parties. The parties acknowledge that the CITY is a unit of local government and that this Agreement must be approved by the CITY Council in a public meeting. The parties also agree that this Agreement is subject to the Illinois Freedom of Information Act and will be produced in response to a lawful request. SECTION 7. INDEPENDENT CONTRACTOR: There is no employee/employer relationship between the Contractor and the CITY.Contractor is an independent contractor and not the CITY's employee for all purposes,including,but not limited to,the application of the Fair Labors Standards Act minimum wage and overtime payments,Federal Insurance Contribution Act,the Social Security Act,the Federal Unemployment Tax Act,the Worker's Compensation Act(820 ILCS 305/1, et seq.). The CITY will not(i)provide any form of insurance coverage,including but not limited to health, worker's compensation,professional liability insurance,or other employee benefits,or(ii)deduct any taxes or related items from the monies paid to Contractor. The performance of the services described herein shall not be construed as creating any joint employment relationship between the Contractor and the CITY,and the CITY is not and will not be liable for any obligations incurred by the Contractor,including but not limited to unpaid minimum wages and/or overtime premiums,nor does there exist an agency relationship or partnership between the CITY and the Contractor. SECTION& APPROVAL AND USE OPSURCONTR,4CTO S. The Contractor shall perform the Services with its own personnel and under the management,supervision,and control of its own organization unless otherwise approved by the CITY in writing. All subcontractors and subcontracts used by the Contractor shall be included on the attached disclosure and be acceptable to,and approved in advance by the CITY. The CITY's approval of any subcontractor or subcontract shall not relieve the Contractor of full responsibility and liability for the provision,performance,and completion of the Work in full compliance with,and as required by or pursuant to,this Contract.If the Contractor chooses to use subcontractors to perform any of the Work,the Work performed under any subcontract shall be subject to all of the provisions of this Contract in the same manner as if performed by employees of the Contractor. Every reference in this Contract to"Contractor" shall be deemed to also apply to all subcontractors of the Contractor.Every subcontract entered into by the Contractor to provide the Work or any part thereof shall include a provision binding the subcontractor to all provisions of this Contract. If any personnel or subcontractor fail to perform the part of the Work undertaken by it in a manner satisfactory to the CITY, the Contractor shall immediately upon notice from the CITY remove and replace such personnel or subcontractor. The CITY shall have no claim for damages, for compensation in excess of the contract price, or for a delay or extension of the contract time as a result of any such removal or replacement. SECTION 9. DATA RIGHTS/ELECTRONIC FILES: All Deliverables set forth in Exhibit A shall become the property of the CITY upon payment for the service components listed in Exhibit A. 31 Page CONTRACTOR shall bear no liability or responsibility for Deliverables that have been modified postdelivery or used for a purpose other than that for which it was prepared under this Agreement. Electronic files to be delivered under this Agreement contain information to be used for the production of contract documents for the Project will become the property of the CITY. All documents produced during this project shall be considered Contract Documents and owned by the CITY to be reproduced if necessary. SECTION 10. The parties hereto further mutually agree: 10.1 This Agreement maybe terminated, in whole or in part, by either the CITY or the Contractor. However, no such termination may be effective unless the terminating party gives the other party (I) not less than thirty(30)calendar days written notice of intent to terminate, and(2)an opportunity for a meeting with the terminating party before termination. If this Agreement is terminated by either party, the CONTRACTOR shall be paid for services performed to the effective date of termination. In the event of contract termination, the CITY shall receive reproducible copies of Drawings, Specifications,Reports, and other documents completed by the CONTRACTOR. In the event of an emergency or threat to the life,safety or welfare of the citizens of the CITY,the CITY shall have the right to terminate this Agreement without prior written notice. 10.2 The CONTRACTOR agrees to defend, hold harmless and indemnify the CITY and each of its officers, agents and employees from any and all liability claims, demands, liabilities, losses, damages and/or expenses including court costs and reasonable attorney's fees to the extent that such claims, losses, damages or expenses are caused by the CONTRACTORS' negligent errors, willfull acts or omissions on the part of the CONTRACTOR during the performance of this Agreement, Such indemnification shall not be limited by reason of the enumeration of any insurance coverage herein provided.This provision shall survive completion,expiration,or termination of this Agreement. In the event claims, losses, damages or expenses are caused by the joint or concurrent negligence of the CONTRACTOR and the CITY they shall be borne by each party in proportion to its negligence. The CITY and CONTRACTOR agree that any claim made by either party arising out of any act of the other party, or any officer, director, or employee of the other party in the execution or performance of the Agreement, shall be made solely against the other party and not individually or jointly against such officer,director,or employees. 10.3 The CONTRACTOR will provide satisfactory proof of insurance naming the CITY,together with its officers,agents,employees and engineers as additional primary,non-contributory named insureds prior to commencing work.All policies shall be written on a"per occurrence" basis. The CONTRACTOR shall procure and maintain insurance for protection from claims under worker's compensation acts,claims for damages because of bodily injury including personal injury,sickness or disease or death of any and all employees or of any person other than such employees,and from claims or damages because of injury to or destruction of property including loss of use resulting therefrom,alleged to arise from the CONTRACTOR'S negligence in the performance of services under this Agreement. CONTRACTOR'S certificate of insurance shall contain a provision that the coverage afforded under the policy(s)will not be canceled or reduced without thirty(30)days prior written notice(hand delivered or registered mail)to the CITY. Contractor shall promptly forward new certificate(s)of insurance evidencing the coverage(s)required herein upon annual renewal of the subject policies.Failure of the Contractor to supply a valid certificate of 21 Page insurance,or if a previously valid certificate of insurance has expired and is not replaced, is grounds for issuance of a stop work order until such time as a valid certificate of insurance is provided. Failure of the CITY to collect or demand a certificate of insurance shall not be deemed a waiver of the requirement to provide one.The limits of liability for the insurance required by this Subsection shall not be less than the following: Property Damage 1,000,000(each accident) Bodily Injury 1,000,000(each person) 1,000,000(each accident) Workmen's Compensation Insurance: All Liability imposed by Workmen's Compensation statute Employer's Liability Insurance 2,000,000 Contractual Liability Insurance 2,000,000 Completed Operations Insurance $ 500,000 Owned,Hired,and Non-Ownership Vehicle Bodily Injury and Property Damage to the following Limits: Commercial General Liability 2,000,000(each occurrence) Automobile Liability 2,000,000 combined single limit(each accident) Umbrella Liability 2,000,000(each occurrence) 2,000,000(aggregate) Professional Liability 2,000,000(each occurrence) 2,000,000(aggregate) 10.4 The CONTRACTOR is responsible for the quality,technical accuracy,timely completion,and coordination of all Designs, Drawings, Specifications,Reports,and other professional services furnished or required under this Agreement, and shall endeavor to perform such services with the same skill and judgment which can be reasonably expected from similarly licensed professionals. Contractor must have capability of retrieving plans electronically from the City and returning them after completion of their review. The shipping and packaging of all plans are paid for by the CONTRACTOR. This includes the initial plan submittal,re-submittals and returning the plans to the City when the project is complete. 10.5 Force Majeure. Whenever a period of time is provided for in this Agreement for the Contractor or the CITY to do or perform any act or obligation,neither party shall be liable for any delays or inability to perform if such delay is due to a cause beyond its control and without its fault or negligence including, without limitation:a)Acts of nature;b)Acts or failure to act on the part of any governmental authority other than the CITY or Contractor,including,but not limited to,enactment of laws,rules,regulations, codes or ordinances subsequent to the date of this Agreement;c)Acts or war;d)Acts of civil or military authority;e)Embargoes;f)Work stoppages,strikes,lockouts,or labor disputes;g)Public disorders,civil violence,or disobedience;h)Riots,blockades,sabotage, insurrection,or rebellion; i)Epidemics or pandemics;j)Terrorist acts;k)Fires or explosions; l)Nuclear accidents; m)Earthquakes,floods, hurricanes,tornadoes,or other similar calamities;n)Major environmental disturbances; or o)Vandalism. If a delay is caused by any of the force majeure circumstances set forth above,the time period shall be extended for only the actual amount of time said party is so delayed.Further,either party claiming a delay due to an event of force majeure shall give the other party written notice of such event within three(3) business days of its occurrence or it shall be deemed to be waived. 31 Page 10.6. Assignment: Neither the CITY nor the Contractor shall assign or transfer any rights or obligations under this Agreement without the prior written consent of the other party. 10.7. Time is of the essence with respect to each provision hereof in which time is a factor 10.8. CONTRACTOR's or CITY's waiver of any term, condition, or covenant or breach of any term, condition, or covenant, shall not constitute a waiver of any other term, condition, or covenant, or the breach thereof. 10.9 Successors and Assigns:All of the terms,conditions,and provisions hereof shall inure to the benefit of and are binding upon the parties hereto,and their respective successors and assigns, provided,however,that no assignment of this Agreement shall be made without written consent of the parties to this Agreement. 10.10 Governing Law and Jurisdiction:The CONTRACTOR and the CITY agree that this Agreement and any legal actions concerning its validity,interpretation and performance shall be governed by the laws of the State of Illinois without regard to any conflict of laws provisions,which may apply the laws of other jurisdictions. It is further agreed that any legal action between the CONTRACTOR and the CITY arising out of this Agreement or the performance of the services shall be brought in a court of Kendall County in the State of Illinois. 10.11 Attorney's Fees: If litigation arises pursuant to this Agreement,the Court in such litigation shall award reasonable costs and expenses, including attorney fees,to the prevailing party.In awarding attorney fees,the Court shall not be bound by any Court fee schedule,but shall,in the interest ofjustice,award the full amount of costs,expenses,and reasonable attorney fees paid or incurred in good faith. 10.12 Additional Items: The CITY and Contractor further agree that A. If the Prevailing Wage Act Applies: Wage Rate Requirements: 1) The Contract shall be based upon payment by Contractor and his Subcontractor of wage rates not less than the prevailing hourly wage rate for each classification of worker engaged on the work as determined by the State of Illinois,Department of Labor. 2) A copy of the wage determination shall be posted by the Contractor in a conspicuous place at the site of the work where it can be easily seen by the workers. 3) The Contractor shall maintain certified time sheets and submit to the CITY with final invoice. 4) The Contractor will be required to sign a Wage Rate Requirement Certification. B. Prevailing Wage Some or all of the work herein may be subject to the provisions of Prevailing Wage Act, 820 ILCS 130/0.01 et.seq.,providing for the payment of prevailing rate wages to all laborers,workmen and mechanics engaged on work. The Contractor agrees that,prior to making any payments to its own laborers,workers,or mechanics or to any subcontractor it will determine whether it must legally pay wages in accordance with the Prevailing Wage Act,and if so legally required,pay the then-current prevailing rate of wage as determined by the Illinois Department of Labor and posted at: http//www.state.il.us/agency/idol/. 4Page The CITY may at any time inquire of the Contractor as to rates of wages being paid employees of the Contractor,and any subcontractor or material men,whereupon such information shall be promptly provided by the Contractor. The Contractor shall indemnify the CITY for any and all violations of the prevailing wage laws and any rules and regulations now and hereafter issued pursuant to said laws. The Contractor shall insert into each subcontract and into the project specifications for each subcontract a written stipulation requiring all laborers,workers and mechanics performing work under the contract to comply with the Prevailing Wage Act and to require each subcontractor to insert into each lower-tiered contract and into the project specification for each lower tiered subcontract a similar stipulation. C. Sexual Harassment: During the entire term of the contract,Contractor shall have in full force and effect a written Sexual Harassment Policy,which complies with the Illinois Human Rights Act(775-ILCS 5/1-101 et.seq.)including at least the following: 1)a statement on the illegality of sexual harassment;2)the definition of sexual harassment under Illinois Law;3)a description of sexual harassment,utilizing examples;4)an internal complaint process,including penalties;5)the legal recourse,investigative and complaint process available through the Illinois Department of Human Rights Department")and the Illinois Human Rights Commission("Commission");6) directions on how to contact the Department and the Commission;and 7)protection against retaliation as provided by Section 6-101 of the Act. D. Drug Free Workplace: In compliance with Illinois law,The Contractor certifies and agrees that it will provide a drug free workplace by: 1. Publishing a Statement: 2) Notifying employees that the unlawful manufacture,distribution,dispensing, possession,or use of a controlled substance, including cannabis,is prohibited in the Contractor's workplace. 3) Specifying the actions that will be taken against employees for violations of such prohibition. 4) Notifying the employee that,as a condition of employment on such Contract,the employee will: 5) Abide by the terms of the statement;and 6) Notify the employer of any criminal drug statute conviction for a violation occurring in the workplace no later than five(5)days after such conviction. 7) Establishing a drug free awareness program to inform employees about: 8) The dangers of drug abuse in the workplace; 9) The Contractor's policy for maintaining a drug free workplace; 10)Available counseling, rehabilitation,or assistance programs; and 11)Penalties imposed for drug violations. 12)Providing a copy of the Statement required by subsection(a)to each employee engaged in the performance of the Contract and to post the Statement in a prominent place in the workplace. 13)Notifying the contracting agency within ten(10)days after receiving notice of any violations as listed above. 14) Imposing a sanction on,or requiring the satisfactory participation in a drug abuse assistance or rehabilitation program,by any employee who is so convicted,as required by Section 5 of the Drug Free Workplace Act. 15)Assisting employees in selecting a course of action in the event drug counseling, treatment,and rehabilitation are required and indicating that a trained referral team is in place. 5Page 16) Making a good faith effort to continue to maintain a drug free workplace through implementation of the Drug Free Workplace Act. 17)The Contractor will be required to sign a Drug Free Workplace Certification. E. Substance Abuse Prevention on Public Works Projects: Before a contractor or subcontractor commences work on a public works project as defined in 820 ILCS 130/2, the contractor or subcontractor shall have in place a written program which meets or exceeds the program requirements in the Substance Abuse Prevention on Public Works Projects Act,to be filed with the public body engaged in the construction of the public works and made available to the general public,for the prevention of substance abuse among its employees.The testing must be performed by a laboratory that is certified for Federal Workplace Drug Testing Programs by the Substance Abuse and Mental Health Service Administration of the U.S. Department of Health and Human Services.At a minimum,the program shall include all of the following: 1) A minimum requirement of a 9 panel urine drug test plus a test for alcohol.Testing an employee's blood may only be used for post-accident testing,however,blood testing is not mandatory for the employer where a urine test is sufficient. 2) A prohibition against the actions or conditions specified in 820 ILCS 265/10. 3) A requirement that employees performing the work on a public works project submit to pre-hire,random,reasonable suspicion,and post-accident drug and alcohol testing. Testing of an employee before commencing work on a public works project is not required if the employee has been participating in a random testing program during the 90 days preceding the date on which the employee commenced work on the public works project. 4) A procedure for notifying an employee who violates 820 ILCS;265/10,who tests positive for the presence of a drug in his or her system,or who refuses to submit to drug or alcohol testing as required under the program that the employee may not perform work on a public works project until the employee meets the conditions specified in subdivisions(2)(A)and(2)(B)of 820 ILCS 265/20. 10.13 Any provision or part thereof of this Agreement held to be void or unenforceable under any law shall be deemed stricken and all remaining provisions shall continue to be valid and binding upon the parties. The parties agree that this Agreement shall be refined to replace such stricken provision or part thereof with a valid and enforceable provision which comes as close as possible to expressing the intention of the stricken provision. 10.14 This Agreement contains and embodies the entire and integrated agreement between parties hereto and supersedes all prior negotiations,representations,or agreements,either written or oral. 61 Page IN WITNESS WHEREOF the parties hereto have executed or caused to be executed by their duly authorized agents,this contract in DUPLICATE,each of which shall be deemed original,on the day andyearfirstwritten. United Cityofof Yo ville Administrator Date Attest l/r - Title_ DEPIArl ell eLi5g/L ME Construction Code Sendcps Inc Printed Name of Contractor) 2420 Vantage Drive 11/8/17 Address Date Elgin IL 60124 Citm Mate Zi Code Sitnature or Aumorizea representative Vice President 11/8/17 Title Date 7 1 P a g e WAGE RATE REQUIREMENTS CERTIFICATION IIf applicable) GENERAL 1. The Contract shall be based upon payment by Contractor and his Subcontractor of wage rates not less than the prevailing hourly wage rate for each classification of worker engaged on the work as determined by the State of Illinois, Department of Labor. 2. The Prevailing Wage Law does not prohibit payment of more than the prevailing rate of wages nor does it limit the hours of work which may be performed by any worker in any particular period of time. 3. A copy of the wage determination shall be posted by the Contractor in a conspicuous place at the site of the work where it can be easily seen by the workers. 4. The Contractor shall maintain certified time sheets and submit to the City with final invoice. B$ F on tru ion Code Servir.Pc, Inc M:77x.'4/1 Pri( Sig ature of Authorized Repres taiive) 2420 Vantage Drive Address Elgin, IL 60124 81 Page DRUG FREE WORKPLACE CERTIFICATION In compliance with State of Illinois Compiled Statutes,Chapter 30-580,The Contractor certifies and agrees that it will provide a drug free workplace by: Publishing a Statement: A. Notifying employees that the unlawful manufacture,distribution,dispensing,possession,or use of a controlled substance, including cannabis,is prohibited in the Contractor's workplace. B. Specifying the actions that will be taken against employees for violations of such prohibition. C. Notifying the employee that,as a condition of employment on such Contract,the employee will: 1. Abide by the terms of the statement;and 2. Notify the employer of any criminal drug statute conviction for a violation occurring in the workplace no later than five(5)days after such conviction. D. Establishing a Drug Free Awareness Program to inform employees about: 1. The dangers of drug abuse in the workplace; 2. The Contractor's policy for maintaining a drug free workplace; 3. Available counseling,rehabilitation,or assistance programs;and 4. Penalties imposed for drug violations. E. Providing a copy of the Statement required by subsection(a)to each employee engaged in the performance of the Contract and to post the Statement in a prominent place in the workplace. F. Notifying the contracting agency within ten(10)days after receiving notice under part(B)of paragraph(3)of subsection(a)above from an employee or otherwise receiving actual notice of such conviction. G. Imposing a sanction on,or requiring the satisfactory participation in a Drug Abuse Assistance or Rehabilitation Program,by any employee who is so convicted,as required by Section 5 of the Drug Free Workplace Act. H. Assisting employees in selecting a course of action in the event drug counseling,treatment,and rehabilitation are required and indicating that a trained referral team is in place. I. Making a good faith effort to continue to maintain a drug free workplace through implementation of the Drug Free Workplace Act. The undersigned affirms,under penalties of perjury,that he/she is authorized to execute this certification on behalf of the designated organization. Catstriictinn Code Senticesrinc Prmted name of Contractor) 7490 Vantage drive Address Flain IL 60124 City State Zip C d M A k, A 1/7 Signature of Authorized Representative 1Z VLC9 Vice President 11/8/17 Title Date 9 1 P a g e NON-COLLUSION CERTIFICATE The Undersigned Bidder is not barred from bidding for this Contract as a result of a violation of either Section 33E-3 or Section 33E-4 of Chapter 38 of the Illinois Revised Statutes concerning bid rigging,rotating,kickbacks,bribery and interference with public contracts. B&F Construction Code Services Inc. Printed Name of Contractor) 2420 Vantage Drive Address Elain IL Mo4 a City. - ate Zip Cod Signature of Authorizea xepreseniative Vice President 11/8/17 Title Date 10 Page ELIGIBLE CONTRACTOR AND SUBCONTRACTOR CERTIFICATE The Undersigned Bidder is not barred from bidding for this Contract as a result of a violation of either Title 3,Chapter 1,Section 12 of The City Code regarding ineligible contractors. B&F Construction Code Services, Inc. Printed Name of Contractor) 2420 Vantage Drive Address Elgin IL 60124 City _n, State Zip CodeLLLj— Signature of Authorized Repr"esentative Vice President 11/8/17 Title Date 11Page STATE AND FEDERAL EQUAL OPPORTUNITY EMPLOYER CERTIFICATE The Undersigned Bidder agrees to comply with all State and Federal Equal Opportunity Employer laws. B&F Construction Code Services Inc. Printed Name of Contractor) 2420 Vantage Drive Address Elgin IL 60124 City-State Zip Code J& Al'u-Idt Signature or Aumorizea representdtive Vice President 11/8/17 Title Date 12lPage EXHIBIT A SCOPE OF WORK AND FEE SCHEpULjE The scope of work will include the following components: Consulting services are available for building plan review, inspections,property maintenance inspections, department administration, assistance with zoning and planning, ordinance development and redevelopment planning. The type of projects includes: residential, mixed use and commercial projects. All first reviews are performed in nine (9)business days from date they are received in our office and second and all subsequent reviews are performed in five (5) business days. There is no additional fee for any re-reviews. All inspections are performed with less than twenty-four(24)hours notice. All inspections received by 4:00 PM will be performed the next business. Inspections are completed between the hours of 8:00 AM until 4:00 PM. CONTRACTOR must make special requests for specific times available as well as emergency inspections after hours. CONTRACTOR will provide contact information for after hour's personnel to conduct site visi-is for consultation. There is no limit to the number of reviews or inspections which can be performed. Single Family—Plan Review Single Family Homes first reviews will be performed within nine (9) business days and second reviews within five (5)business days. All fees shown below are flat fees or priced per square foot;no additional fees will be billed to the City. Single Family Homes up to 3,200 square feet: Six Hundred Thirty–Five Dollars($635.00)per dwelling unit Includes building,plumbing, mechanical, energy and electrical). Single Family Homes over 3,200 square feet: 0.198 per square foot (actual square footage) Includes building,plumbing, mechanical, energy and electrical) Single Family Home Additions 0.198 per square foot(actual square footage) Includes building,plumbing, mechanical, energy and electrical) with a minimum fee of 200.00) Two Hundred Dollars. Re-inspection fees are invoiced at the rate of Fifty-Five Dollars ($55.00)per inspection(each discipline is considered a separate inspection and is described below). Zoning- $ 75.00 per lot Exhibit A- Page 1 EXHIBIT A SCOPE OF WORK AND FEE SCHEDULE INSPECTIONS FOR SINGLE FAMILY HOMES ARE IN THE FOLLOWING ORDER FOOTING FORMS- When the forms are set and before the concrete is poured. FOUNDATION FORMS -When the forms are set and before the concrete is poured. BACKFILL - When the concrete is poured,waterproofed, drain tile is in place and covered with gravel but before the foundation is backfilled. PLUMBING UNDERGROUND -When piping is located between the floors or underground but before the covering is in place. Flushing of the underground shall be witnessed. FRAMING OR STRUCTURAL-Before any drywall, plaster or interior finish is applied. Rough-in of the electrical,plumbing,ductwork must be in place before the inspection. An inspection per floor,is required. HVAC ROUGH -When piping and ductwork is installed. ELECTRICAL ROUGH IN-When rough-in work is complete and before drywall, concrete or backfill is in place. AIR LEAKAGE-When all roughs are complete and exterior finish is complete. PLUMBING ROUGH IN -When rough-in work is complete. INSULATION -When insulation is installed prior to drywall. CONCRETE FLOOR BASEMENT-When base reinforcing is prepared and in place, and before the concrete is poured. All utilities and service equipment in the concrete must be in place before the inspection. CONCRETE FLOOR GARAGE-When base reinforcing is prepared and in place,and before the concrete is poured. All utilities and service equipment in the concrete must be in place before the inspection. ELECTRIC SERVICE- When meter socket and main panel are installed. FINAL PLUMBING- When final work is complete and before the system is operational. 4 FINAL HVAC - When all HVAC components are complete. FINAL ELECTRIC -When all electrical components are complete. FINAL BUILDING- When all Building components are complete. Exhibit A-Page 2 EXHIBIT A SCOPE OF WORK AND FEE SCHEDULE Additional inspections for driveways, sidewalks,service walks,patios or decks can be performed for an additional fee. Commercial,Industrial.Multi-Family-Plan Review Plan review fees invoiced as shown in our current fee schedule include: Building,Mechanical, Plumbing,Electric plus any additional reviews such as Energy. This does not include engineering, storm water or special use. The fees shown for Commercial, Industrial,and multi- Family include unlimited reviews,and there is no charge for re-reviews. Specialized Commercial and Industrial or processes: One Hundred and Fifty Dollars($150.00) per hour INSPECTIONS COMMERCIAL &INDUSTRIAL(New Construction,Additions, Existing 5 FOOTING FORMS -When the forms are set and before the concrete is poured. FOUNDATION FORMS -When the forms are set and before the concrete is poured. FOUNDATION BACKFILL -When the concrete is poured,waterproofed,drain the is in place and covered with gravel but before the foundation is backfilled. FRAMING OR STRUCTURAL-Before any drywall,plaster or interior finish is applied. Rough in of electrical,plumbing,ductwork must be in place before the inspection. An inspection per floor is required for all uses. HVAC ROUGH-When piping and ductwork is installed. ELECTRICAL ROUGH IN - When rough in work is complete and before the drywall,concrete or backfill is in place. PLUMBING ROUGH IN-When rough work is complete. ENERGY CONSERVATION- Inspect for energy conservation as each area is completed. ELECTRIC SERVICE- When meter socket and main panel are installed. DRYWALL -When drywall is installed prior to the taping. CONCRETE FLOORS - When base reinforcing is prepared and in place, and before the concrete is poured. All utilities and service equipment in the concrete must be in place before the inspection. FINAL PLUMBING -When final work is complete and before the system is operational. FINAL HVAC - When all HVAC components are complete. Exhibit A-Page 3 EXHIBIT A SCOPE OF WORK AND FEE SCHEDULE FINAL ELECTRIC - When all electrical components are complete. 6 STRUCTURAL FINAL- When all the work is completed. OCCUPANCY-When all the work is complete and before occupancy. Fire protection system reviews and inspections can be provided if requested. INSPECTION FEES All fees shown below are a per square foot building fee and no additional fee's will be billed to the City. Building 14.per square foot Plumbing .04 per square foot Mechanical .04 per square foot Electrical .04 per square foot Energy 02 per square foot Other Services Miscellaneous Plan Reviews: Twenty-Five Dollars ($25.00)per Trade - Miscellaneous Plan Review shall include sheds,decks,fences,pools,re-roofing, satellite dishes, appliance and minor plumbing installations. These inspections can be performed on site while performing inspections. Miscellaneous Inspections: Thirty-Five Dollars($35.00)Per Inspection(per Trade)- Miscellaneous inspections shall include sheds,decks,fences,pools, re-roofing, satellite dishes, appliance and minor plumbing installations.) Property Maintenance Inspections-These inspections can be performed as a separate project, respond to complaints or along with the normal inspections. The fee for property maintenance inspections are Sixty five Dollars ($65.00)per hour. This fee does not include any court time. Ordinance development-CONTRACTOR to provide assistance with the rewriting of existing ordinances or the development of new ordinances can be provided. This can include building, zoning,fees,property maintenance or any area where a building,zoning or planning department 7 is involved. Any ordinance related to fees or services in this contract would be prepared at no charge. This includes agreements for building inspections, property maintenance inspections,zoning and planning and ordinances for building safety, zoning and fees. Other ordinances at the rate of One Hundred Fifty Dollars($150.00)per hour. Exhibit A-Page 4 EXHIBIT A SCOPE OF WORK AND FEE SCHEDULE The current Ordinance on the Building related codes will be reviewed and updated for no charge. Zoning and Planning CONTRACTOR will provide a staff member experienced in zoning and planning to assist with the zoning,planning and downtown redevelopment. This service can be customized to fit the needs of the City. It can include zoning and planning reviews for new or potential projects or assistance with long range planning. Fees for Zonine and Planning Single Family-Seventy-Five Dollars ($75.00)per lot Commercial-One Hundred Twenty Dollars($120.00)per 10,000 square feet of site and building floor area per review Prices above do not include engineering, storm water or special use. Exhibit A-Page 5 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 New Business #6 Tracking Number EDC 2018-54 Downtown Overlay District – Preliminary Draft of Streetscape Master Plan Economic Development Committee - July 3, 2018 N/A None Feedback and direction Feedback on preliminary draft of Downtown Overlay District Streetscape Master Plan prepared by Farr Associates, planning consultants. Krysti Barksdale-Noble, AICP Community Development Name Department Request A review and discussion of the preliminary drafts of the Yorkville Downtown Overlay District’s Streetscape Master Plan and Form-Based Code being prepared by planning consultants, Farr Associates. Summary Attached is a preview of the draft components for the Yorkville Downtown Overlay District Plan. The drafts focus on both the Streetscape Master Plan of the overlay district and the Form-Based Code. As presented, the plans are intended to establish the broader guidance for street character and development opportunities within the downtown which can be facilitated through public capital improvement projects and private redevelopment. Streetscape Master Plan The Streetscape Master Plan identifies the street type and classification for the four major roadways in the downtown: Bridge Street, Hydraulic Street, Van Emmon Street and Main Street (“B” Street). The plan walks through existing, near term and long term planning solutions for each street and identifies tactical intervention opportunities (meaningful, planning/design related measures at a small cost which adds vitality and interest in the area) for each such as community art, public space lighting, painted crosswalks, outdoor restaurant seating, wall murals, etc. A notable change to the previous draft version of the Streetscape Master Plan is the long-term plan for Illinois Route 47 (Bridge Street). The prior draft plan proposed a reduced street cross section of 3-lanes, however, based upon feedback from staff, the community, and elected officials; page 15 of the draft Streetscape Plan illustrates a 5-lane street cross section for Bridge Street within the downtown. Form-Based Code The Form-Based Code portion of the overlay district is intended to establish codified development standards for downtown and neighboring redevelopment areas. As presented in the preliminary draft version of the form-based code, the proposed standards will: 1. GUIDE the development of a mix of uses and a pedestrian-oriented environment as established in the Yorkville Streetscape Master Plan. 2. PROVIDE for a mix of housing types within the overlay district and adjacent areas for people of all ages and lifestyles. 3. ACHIEVE development that is appropriate in scale and intensity for the Downtown Overlay District and adjacent neighborhoods. The major components of the form-based code are the identified districts, uses, building types and site development standards. The attached draft version provides information on all of these components except Memorandum To: Economic Development Committee From: Krysti Barksdale-Noble, Community Development Director CC: Bart Olson, City Administrator Date: June 26, 2018 Subject: Downtown Overlay District – Farr Associates Preliminary Drafts of Streetscape Master Plan & Form-Based Code the site development standards which will be provided in a subsequent draft version previewed by the Economic Development Committee before staff formal recommendation for adoption. Note that the red text is filler, as a starting point, that has NOT been tailored to Yorkville and may be removed entirely. Additionally in this preliminary draft, the tables have NOT been finalized and are also in draft form. Therefore, some tables include “xx” because numbers have yet to be identified for those specific dimensions and the language overall is very much “in-progress” and will change in many places. Staff Comments While this is just the working draft of the plan and additional tweaks and redesigns are expected before presenting the formal draft to EDC at a later time, preliminary feedback on the various aspects of the plan is appreciated. Hopefully this gives a good indication of the plan’s structure and highlights some of the content that is more polished. The citizen engagement workshop held on June 22, 2018 was the last public engagement session offered prior to presenting this draft to the EDC. Feedback received from this session included the following written comments: • “Parking lot redesign – diagonal spots to fit more space within existing lot footprint (corner lot – Bridge and Hydraulic)” • “The Silo Stays! Bristol – 2 silos” • “Sculpture competitions and sponsorships as community building tactics” • “Water art for kids” • “Seating areas by south bank BBQ” • “Hanging baskets of flowers” • “Ped Crossing Signals?” There is still an opportunity for citizen input on the draft Streetscape Master Plan plan via the website www.downtownyorkville.com. Comments will be accepted until July 15, 2018. Once finalized, the plan and form-based code will be considered by the Planning and Zoning Commission during a public hearing. A recommendation by the PZC will then be forwarded to the City Council for final consideration. Staff will be available at Tuesday night’s meeting to address any questions the City Council may have regarding this agenda item. YORKVILLE Downtown Overlay District 4 Yorkville Downtown Overlay District A streetscape master plan provides guidance of the direction and character of future street related capital improvement projects. As downtown Yorkville continues to evolve, so too should its streets and public spaces to support the changing land uses over time. Downtown has experienced multiple moments of transition, from center of town to a concentration of light industry along a rail line to a stretch cars drive by at 40 miles per hour without a second thought. But recently, downtown has experienced a renaissance of sorts with desirable new restaurants and funky small businesses building on top of the few that already existed. An improved Streetscape Master Plan Fox River oriented park and other riverfront recreational improvements add another layer to downtown’s assets. At its heart, Yorkville is a small-town on a sleepy river with residents committed to making a better city for all. What better places to start that improving a downtown that should be the center of the community, where events, festivals, and family gatherings take place regularly. The streets of downtown Yorkville should be the armature that supports these functions and helps contribute to building community. Streetscape Master Plan 5 Section One Streetscape Master Plan Hydraulic Street Street Type Classification Bridge Street Van Emmon Street ‘B’ Street General Streetscape Guidance p. 16 p. 24 p. 40 p. 08 p. 32 p. 06 6 Yorkville Downtown Overlay District Streetscape Master Plan Because downtown Yorkville needs one. Investors and property owners interested in improving their downtown assets may think twice if they do not sense a commitment from the City. The downtown TIF I was certainly an effort to encourage redevelopment within downtown and TIF II is an added incentive for owners to invest; however, the lack of an inspiring plan that presents future capital improvement priorities for the City leaves much to be desired. This streetscape master plan is intended to get people excited about the potential of downtown. Knowing that improvements are in the pipeline, investors can get out in front and establish a presence prior to downtown realizing its full potential. A streetscape master plan’s focus in on the public realm - most notably the streets, furnishing zones, and sidewalks. It helps to establish what role each street will play moving forward. For example, it establishes which streets are ‘A’ Streets; meaning a street that should be accompanied by building frontages, glazing, signage, and activity. They are the Why a Streetscape Master Plan? streets that residents come to downtown to stroll along and enjoy a sunny Saturday afternoon. Alternatively, a ‘B’ Street supports the ‘A’ Street. Parking access, sides of buildings, and service oriented functions should be accessed off ‘B’ Streets. Like ‘A’ Streets, they are critical to the functioning successes of places we love. Accommodating both within downtown, while defining which is which, can help property owners prioritize where their future front entry is located or where that new cafe tenant should face. Downtown was identified as a primary concern in the 2016 Yorkville Comprehensive Plan for good reason. Despite its current downfalls, downtown packs exciting assets to build upon. Restaurants, old building packed with potential, plenty of building infill and redevelopment opportunities, and a fantastic recreational amenity in the Fox River bode well for the future of downtown. This plan demonstrates some of the strategies the City can implement to pave the way for the future of downtown. Figure X - Bridge Street (Source) Streetscape Master Plan 7 The streetscape master plan is structured to inform the complimentary Downtown Yorkville Form-Based Code. Form-based codes (FBC) are land development regulations that seek to produce predictable built results that prioritize building form over building use as a distinguishing factor. Often times, a regulatory zone or framework is applied at the block level, much like zoning, where parcels fall into a specific FBC classification. The Downtown Yorkville Form-Based Code uses the street types as a regulatory framework. The parcels that front a specific street type identified in this plan use that street type as the underlying FBC classification. If a parcel fronts more than one street, the FBC articulates the process of discerning which FBC zone takes precedent. The FBC includes further instruction on how to identify a parcel, determine the underlying regulatory zone, and easily interpret the zone’s requirements for redevelopment. The streetscape master plan brings a visual interpretation of what form and character future capital improvements will look like, so to better understand how a FBC zone relates to its adjacent streets. Though this streetscape master plan and the FBC are intended to be stand-alone documents, they are coordinated efforts that provide layers of detail to collectively envision the future of downtown Yorkville. The serious of diagrams on the right is from the Form-Based Codes Institute (FBCI) and meant to visualize the physical consequences that stem from conventional zoning (top), conventional zoning with supporting design guidelines (middle), and form-based codes (right). Standards that prioritize form over use have the capabilities of encouraging a more fine-grained outcome. Conventional Zoning (FBCI) Zoning Design Guidelines (FBCI) Form-Based Codes (FBCI) Providing Framework for the FBC 8 Yorkville Downtown Overlay District The following street types represent what will be the guiding framework guiding the of form-based code (FBC) parcel classifications. Parcels fronting their respective street type should follow the form-based guidelines outlined in the Downtown Yorkville Form-Based Code. The four different street types - ‘B’ Street includes one street type with a modifier - are represented on the following pages with the existing condition, proposed near- term improvements, and proposed long-term vision. The street types are represented at typical segments along Street Type Classification Street Type Classification Figure X - Hydraulic Street (Source)Figure X - Bridge Street (Source) Figure X - Main Street (Source)Figure X - Van Emmon Street (Source) key stretches; therefore, minor variations will occur where applicable. The four street types include Bridge Street, Hydraulic Street, and Van Emmon Street, which can each be classified as downtown Yorkville’s ‘A’ streets. The ‘B’ Street is the fourth type and includes a typical residential and non- residential character. This Streetscape Master Plan is intended to envision the character and role each street contributes to the future of downtown Yorkville and does not represent finalized landscape and construction details. Street Type Classification 0’75’150’300’ F o x R i v e r S Bridge StreetN Bridge StreetE Fox Street W Ridge Street W Madison Street E Van Emmon Street E Hydraulic Street Mill StreetS Main StreetState StreetHeustis StreetKey Bridge Street Hydraulic Street Van Emmon Street ‘B’ Street ‘B’ Street - Residential Streetscape Master Plan 9 10 Yorkville Downtown Overlay District Bridge Street, between Hydraulic Street to the north and Van Emmon Street to the south, was clearly the historic downtown core of Yorkville. Though this stretch is only one block long, it retains much of the historic scale and character of the past. Bridge Street was historically a two travel-lane street with parallel parking on either side to serve the businesses. Traffic became congested, because Bridge Street is State Route 47 and the main truck route through Yorkville, so the Illinois Department of Transportation (IDOT) studied widening street along with other improvements to alleviate the congestion. Many years after the initial proposal of a five-lane Bridge Street, the proposal was finally taken to construction to the desperation of Yorkville residents anxious to speed up flow through a downtown long removed from representing the heart of the community. Since the IDOT improvements, the buildings have failed to recover. Travel lanes replaced parallel parking and concrete barriers were placed between street and sidewalk. The combination of road widening, increased speed, lack of parallel parking, and other factors drove many of the primary building entries around to the backs of the Bridge Street buildings. The increased speeds and lack of pedestrian traffic along Bridge Street have effectively drained downtown of any potential for vitality. Residents have mixed opinions about the impacts of IDOT’s improvements; however, it is clear that the term “improvements” may not be the correct expression for Bridge Street’s new character. This stretch of Bridge Street may be considered the gateway into downtown Yorkville and retains potential to become the iconic stretch that helps draw people into local businesses and displays an attractive image that represents the people of Yorkville. Figure X - Bridge Street Facades (Source) Figure X - Bridge Street Blank Wall (Source) Figure X - Bridge Street Sidewalk and Barrier Wall (Source) IDOT’s Improvements Bridge Street (Existing) D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE 10’ 12’12’ 10’ 12’ 8’8’5’5’12’ 13’13’ 6’6’ 12’ 4’ 4’4’13’13’ 2’2’11’11’ 14’12’ 12’18’ 12’ 12’8’8’ 8’ 23’23’4’4’6’ 6’ 6’ 6’4’22’16’2’12’8’8’ 6’10’10’Varies 6’ 72’ 72’60’ 50’ - 60’ 50’ - 60’ 60’ 48’ - 66’24’ - 42’ 48’ - 66’24’ - 42’ Streetscape Master Plan 11 Bridge Street (Existing) 12 Yorkville Downtown Overlay District Figure X - Wall Mural (Source) Figure X - Catenary Lighting (Source) Bridge Street (Near-Term) Meaningful measures to display an image of vitality and interest can be taken with a cost sensitive approach. For example, instead of temporary narrowing traffic lanes or tearing down the now important concrete barriers flanking Bridge Street, beautification strategies might include painting the concrete barriers and hand rails with a custom design, installing overhead catenary lighting that creates a tunnel effect causing traffic to be aware and slow down, or painting large iconic murals on the blank downtown building walls. Each of these interventions could contribute to the overall character of downtown and play a dual purpose of encouraging traffic to be extra aware and slow down. Because this segment of Bridge Street is such an important gateway for the City, concentrating multiple interventions on this location within the greater downtown should take priority over other streets and locations. Drivers would recognize that downtown could be worth pulling over and parking for. The larger scale of these proposed interventions caters to the car and the brief moment downtown has to catch a new customer’s attention. Painted Crosswalks Seasonal Banners Public Art/Sculpture Painted Light Poles Outdoor Restaurant Seating Entry Landscape Improvements Seasonal Banners Painted Bridge Street Barrier/Railing Yorkville Entry Wall Mural Bridge Street Catenary Lighting Tactical Interventions 1 2 3 4 6 5 7 9 8 10 9 10 Y O R K V I L L E W E L C O M E T O D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE Streetscape Master Plan 13 Figure X - Painted Concrete Barrier (Source)Figure X - Public Art / Sculpture (Source) 38 1 2 3 4 56 7 8 10 9 Bridge Street (Near-Term) 14 Yorkville Downtown Overlay District The existing Bridge Street right-of-way affords very little flexibility for major improvements; however, that does not mean that meaningful upgrades would not make a positive impact. Squeezing in improvements where possible, such as the addition of seasonal banners to the light poles, repaving the sidewalks with high-quality and interesting materials for pedestrians, replacing the damaged handrail with a feature handrail that may be an art installation, or installing permanent catenary light fixtures over Bridge Street, can make a surprisingly dramatic impact for both drivers and pedestrians. Additionally, if the buildings better engage the sidewalks through accessible entrances, signage, and outdoor seating options, this would improve this highly visible stretch of downtown Yorkville. A reduction in lane width would require a reclassification from IDOT to remove its truck route status. With alternative routes already being considered, it may simply be a matter of time and funding before truck traffic is rerouted off of Bridge Street. In this case, a redesign of Bridge Street to a narrower, 3-lane section is recommended. In the meantime, it will be critical for the City to address the perception issues with Bridge Street through near-term solutions that may last many years. If IDOT does not provide an alternative route for truck traffic, a five-lane street may be the long-term reality. Though it would not be living up to its potential as Yorkville’s iconic street, near-term strategies can add value to downtown Yorkville through amplified crosswalks, branding and wayfinding elements, visible outdoor seating, and much more. Figure X - Improved, Feature Handrail (Source) Figure X - Permanent Catenary Lighting(Source) Figure X - Improved Sidewalk Pavement (Source) Minor Upgrades Go a Long Way Bridge Street (Long-Term Opt. A) Y O R K V I L L E W E L C O M E T O D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLED O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE 10’ 12’12’ 10’ 12’ 8’8’5’5’12’ 13’13’ 6’6’ 12’ 4’ 4’4’13’13’ 2’2’11’11’ 14’12’ 12’18’ 12’ 12’8’8’ 8’ 23’23’4’4’6’ 6’ 6’ 6’4’22’16’2’12’8’8’ 6’10’10’Varies 6’ 72’ 72’60’ 50’ - 60’ 50’ - 60’ 60’ 48’ - 66’24’ - 42’ 48’ - 66’24’ - 42’ Streetscape Master Plan 15 Bridge Street (Long-Term Opt. A) Outdoor Seating Emphasized Crosswalks Catenary Lighting Landscape Buffer Improved Intersection Yorkville MuralRestriped Parking 5-Lane Streetscape Paving Improvements 16 Yorkville Downtown Overlay District Figure X - Seasonal Banners (Source) Figure X - Catenary Light Connection (Source) Figure X - Catenary Art Installation Removable banners that feature the various seasonal events and branding that the City has could be featured in downtown. This could bring color, character, and a dynamic nature through rotating signage that advertises public events in the location in which they take place. Additional stand-alone poles could be added to mount the catenary light structure and complement the locations of the existing street lights. These poles could match the design and character of street light poles and be located as appropriate to support lights hanging over Bridge Street. Alternatively, the poles could be painted a branded color that pops against a street segment that could use more excitement and interest. With poles installed to support catenary lighting, a next- level of design consideration could take place that treats the overhead lights as an art feature. An installation artist could design a dynamic grid of light that changes colors and makes downtown more recognizable for those passing through. Seasonal Yorkville Banners Catenary Light Poles Catenary Art Installation D O W N T O W N YORKVILLE Streetscape Master Plan 17 Maintain Existing Sidewalk Width Maintain Location of Stormwater Inlet New Feature Handrail Along Bridge Street Catenary Light Poles Matching Existing Street Lights Catenary Lights Over Bridge Street (IDOT Clearance Standards) Light Up Bridge Street 1 1 2 2 3 3 4 4 5 5 Figure X - Bridge Street Diagram (Farr Associates) 18 Yorkville Downtown Overlay District Hydraulic Street includes complex conditions, including utility poles landing in the street, a tapering right-of-way that narrows from west to east, and an active freight rail line that runs parallel to the street surface within the right-of-way. Because it runs parallel to the Fox River, there are multiple access and view corridors that connect pedestrians on Hydraulic Street to one of Yorkville’s most important assets. The freight rail line tracks are immediately adjacent to the southern edge of the street. The close proximity could be a safety issue; however, residents did not voice much concern over the rail, except the noise complaints and potential for trains to back up traffic along Bridge Street. Though only one rail company uses the line, it is very important to the natural gas industry because it accesses select sand used for the fracking process. Any expectations of the rail line closure should be curbed, at least in the near-term. The active rail line will remain something that any redesigns, current, or future uses must deal with. Hydraulic Street features a unique industrial character because of the rail and adjacent buildings and uses. The short, utilitarian buildings, as well as agricultural relics, such as the inactive grain elevator, create an eclectic mix of land uses and character. Multiple popular businesses and parks exist along Hydraulic Street, and the existing character seems to support the types of businesses. As improvements occur to make Hydraulic Street a more attractive, safe, and usable street, a respect for its industrial past and present should be retained. Figure X - Hydraulic Street (Source) Figure X - Hydraulic Street (Source) Figure X - Inactive Grain Elevator (Source) Unique Industrial Character Hydraulic Street (Existing) Hydraulic Street (Existing) D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE 10’ 12’12’ 10’ 12’ 8’8’5’5’12’ 13’13’ 6’6’ 12’ 4’ 4’4’13’13’ 2’2’11’11’ 14’12’ 12’18’ 12’ 12’8’8’ 8’ 23’23’4’4’6’ 6’ 6’ 6’4’22’16’2’12’8’8’ 6’10’10’Varies 6’ 72’ 72’60’ 50’ - 60’ 50’ - 60’ 60’ 48’ - 66’24’ - 42’ 48’ - 66’24’ - 42’ Streetscape Master Plan 19 20 Yorkville Downtown Overlay District Hydraulic Street’s character will remain unique and interesting whether interventions are done or not. The low traffic counts and limited number of businesses that currently front onto Hydraulic Street suggest that limited resources should be placed in its near-term improvements. A few key improvements that help support the current businesses should be prioritized. This could include allowing outdoor seating areas either in the parking lots or at the edge of the street and sidewalk, painting the existing light poles with unique artwork, adding seasonal banners to the existing light poles, and improving the rear facade of Bridge Street, particularly because that has effectively become the primary entry to many of those businesses. The rear facade of the Bridge Street buildings is highly visible because no structures now exist to block views into the middle of the block. Additionally, moveable planters with trees and other vegetation could bring life, shade, and color to an otherwise utilitarian Hydraulic Street. Painted Light Poles Seasonal Banners Outdoor Restaurant Seating Temporary Tree Planters Painted Crosswalks Maintain Gravel Between Tracks Bridge Street Rear Facade Improvements Street Surface Lane Striping Figure X - Painted Light Pole (Source) Figure X - Well Maintained Gravel Surface (Source) Tactical Interventions Hydraulic Street (Near-Term) 1 1 2 3 6 4 6 5 7 8 D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE DO W N T O W N YORKVILLESIGNAGE Streetscape Master Plan 21 Figure X - Rear Facade Lighting and Signage (Source)Figure X - Outdoor Restaurant Seating (Source) Hydraulic Street (Near-Term) 1 3 4 5 6 7 7 2 37 22 Yorkville Downtown Overlay District The unique qualities of Hydraulic Street with its irregular street section, limited traffic count, paralleling of the Fox River, and already funky, casual character lends itself well to becoming a woonerf, or “shared street”. This long-term vision would allow Hydraulic Street to be closed down for festivals or events between the current driveway aligning with the rear entrances of the Bridge Street buildings and Heustis or Mill Street. Circulation around the block would still be possible through the use of a “slip lane” or access lane that would run along the south edge of the railroad tracks in order to access future redevelopment on those parcels. Hydraulic Street could take on a unique design that includes permeable pavers that add character and stormwater management benefits. Being adjacent to the Fox River, an effort to minimize stormwater runoff and encourage percolation would be an environmentally conscious solution. Continuous pavers spanning between vehicular travel areas and traditional pedestrian areas would effectively blur the line between pedestrian and car right-of-way. This would encourage slow moving traffic on non-event days when Hydraulic Street is open and add an attractive frontage for the businesses along Hydraulic Street. A shared street deserves a custom design. When City budget is allocated towards Hydraulic Street capital improvements, an emphasis should be placed on hiring highly-qualified landscape architects experienced in right-of-way redesign. Figure X - Shared Street (Source) Figure X - Funky Outdoor Seating (Source) Figure X - Shared Street (Source) Conversion to a Shared Street Hydraulic Street (Long-Term) S I G NAGE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE 10’ 12’12’ 10’ 12’ 8’8’5’5’12’ 13’13’ 6’6’ 12’ 4’ 4’4’13’13’ 2’2’11’11’ 14’12’ 12’18’ 12’ 12’8’8’ 8’ 23’23’4’4’6’ 6’ 6’ 6’4’22’16’2’12’8’8’ 6’10’10’Varies 6’ 72’ 72’60’ 50’ - 60’ 50’ - 60’ 60’ 48’ - 66’24’ - 42’ 48’ - 66’24’ - 42’ Streetscape Master Plan 23 Outdoor Seating Shared Street Landscape Frontage Visitor Parking Slip Lane Mixed-use Redevelopment Fox River Hydraulic Street (Long-Term) D O W N T O W N YORK V I L L E 24 Yorkville Downtown Overlay District A shared street should blur the lines between vehicle and pedestrian zone. Subtle changes to paving materials and the use of planters, street furnishings, markings can define where cars should or should not drive. Because Hydraulic Street runs parallel with the Fox River, a street section that sheet flows stormwater into a continuous drainage channel that is integrated with a paving change is an example of integrated street design. The details are important, as this will become downtown’s event location. Hydraulic Street Shared Street Paving Texture or Material Change Chicane Planting Beds Maintain Existing Distance from Tracks Raised Planting Beds Planter Seating Ledge Continuous Drainage Channel on One Side 1 1 2 2 3 3 4 4 5 5 6 6 Figure X - Hydraulic Street Diagram (Farr Associates) Streetscape Master Plan 25 Figure X - Paving Texture Change (Source) Figure X - Raised Intersection (Source) Figure X - Planter Seating Ledge (Source) Subtle paving details, such as a change in material, texture, or orientation, contribute interest to the pedestrian environment. Minor variations can help make a design unique to a specific location and help brand the place. Paving details may be used to delineate where vehicles are allowed to drive of park. These variations may help inform the location of custom street furniture, emphasize locations for tree plantings or signage locations, or simply add aesthetic appeal. Shared streets typically have vehicular travel routes and parking at the same elevation as a sidewalk. This means that the street section will not have its typical curb and gutter condition and will also need to reconcile where a regular street meets the woonerf. Raised intersections and crosswalks commonly feature short ramp transition zones to raise travel lanes to the desired shared height. The transition zones can also help alert drivers that they are entering a special zone and a heightened awareness for pedestrians is necessary. A custom street design can include custom street planters and seating. In the instance of a shared street, raised planters made of a durable material could house low plantings and street trees, accommodate one or multiple built in seating ledges, and play a role in vehicular circulation by delineating the travel lanes, narrowing travel lanes to encourage slower travel speeds, or creating chicanes that slow-traffic to a greater degree. Material Contrast Street to Woonerf Transition Planter Seating Ledge 26 Yorkville Downtown Overlay District Traveling east from downtown Yorkville, Van Emmon Street eventually becomes Van Emmon Road and meets Route 73, which connects Yorkville with Oswego. After Bridge Street, Van Emmon Street acts as the second gateway into downtown, particularly its intersection with Bridge Street. Recently, buildings have been torn down along Van Emmon Street and potential redevelopment is not unreasonable. The approach traveling west into downtown along Van Emmon does not best represent Yorkville. Vegetation overgrowth between Mill Street and Heustis Street and an imbalanced street section of residential buildings with parking in front, a concrete retaining wall, and multiple “missing teeth” in the urban fabric leave much to be desired. Additionally, the intersection of Van Emmon Street and Bridge Street is not particularly inspiring, as each corner does not activate the intersection. Businesses are making an effort at providing visible programming at the intersection, but improvements are needed to establish the image the downtown Yorkville deserves. Van Emmon Street west of Bridge Street has a different character. It becomes more residential quickly after the first half block. Naturally, the street section adjusts as its entering the neighborhood. Figure X - View West Down Van Emmon Street (Source) Figure X - View West Down Van Emmon Street (Source) Figure X - View West Down Van Emmon Street (Source) Downtown’s Second Gateway Van Emmon Street (Existing) D O W N T O W N YORKVILLED O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE 10’ 12’12’ 10’ 12’ 8’8’5’5’12’ 13’13’ 6’6’ 12’ 4’ 4’4’13’13’ 2’2’11’11’ 14’12’ 12’18’ 12’ 12’8’8’ 8’ 23’23’4’4’6’ 6’ 6’ 6’4’22’16’2’12’8’8’ 6’10’10’Varies 6’ 72’ 72’60’ 50’ - 60’ 50’ - 60’ 60’ 48’ - 66’24’ - 42’ 48’ - 66’24’ - 42’ Streetscape Master Plan 27 Van Emmon Street (Existing) D O W N T O W N YORKVILLEDO W N T O W N YORKVILLE D O W N T O W N YORKVILLE 28 Yorkville Downtown Overlay District Figure X - Landscape Beautification(Source) Figure X - Painted Grain Elevator (Source) Tactical Interventions Van Emmon Street (Near-Term) Interventions should be focused at the intersection of Van Emmon Street and Bridge Street. Businesses on either side of the intersection are already considering providing outdoor seating options, which would add visible energy to downtown when approaching from the south. This is a positive direction and can be amplified with the removal of parking spaces to construct a temporary or permanent parklet, providing a canopy or other form of weather protection, or introducing outdoor space heaters to extend seating months. This intersection is also the primary crossing to move between the east and west sides of Bridge Street because it has a traffic light and pedestrian crossing signals. Painting the crosswalk and intersection would be an opportunity to brand downtown, enhance safety and visibility for crossing pedestrians, and draw attention to its businesses. In addition to intersection treatments, the southwest corner of the intersection could be used for signage that greets residents and visitors traveling into downtown. Plans are already underway to improve the County Courthouse slope. County Courhouse Landscape Beautification Gateway Monument Signage Painted Crosswalks Painted Intersection Parklet Temporary Street Trees Outdoor Seating Painted Grain Elevator 1 2 3 4 6 5 7 8 D O W N T O W N YORKVILLEDO W N T O W N YORKVILLE D O W N T O W N YORKVILLE Streetscape Master Plan 29 Van Emmon Street (Near-Term) Figure X - Temporary Street Trees (Source)Figure X - Painted Crosswalk (Source) 1 2 34 5 6 7 8 D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLED O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLED O W N T O WN YORKVILLED O W N T O W N YORKVILLE 30 Yorkville Downtown Overlay District Van Emmon Street should be beautiful to establish a first impression to visitors, particularly east of Bridge Street. The mix of topography and building forms can be challenging when the desired outcome is a pleasant street; however, the asymmetry can be accommodated through careful design considerations. Some of these considerations might include where stormwater is flowing. With elevated parcels on the south edge of Van Emmon Street, surface water will flow towards the street and sidewalk. Utilizing rain gardens that temporarily store rainwater before discharge or percolation and using permeable pavers that allow water to dissipate through the parking surface are ways to accommodate the increased runoff. Also helping with stormwater, street trees should be planted on either side of the approach from the east to create a block long gateway when driving into Yorkville from Oswego. Downtown branding elements, such as seasonal banners and wayfinding signage, can add to the cohesion of downtown. The historic Kendall County Courthouse slope can act as a gateway feature that can include signage or some built element at the intersection to establish a four-sided Van Emmon and Bridge Street intersection. These improvements could be done in the near-term with the expectation that they would be around as other capital improvements take place. Figure X - Stormwater Streetscape (Source) Figure X - Downtown Intersection Improvements (Source) Figure X - Permable Pavers for On-Street Parking (Source) Greeting Visitors with Beauty Van Emmon Street (Long-Term) D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLED O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLED O W N T O WN YORKVILLED O W N T O W N YORKVILLE D O W N T O W N YORKVILLED O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE 10’ 12’12’ 10’ 12’ 8’8’5’5’12’ 13’13’ 6’6’ 12’ 4’ 4’4’13’13’ 2’2’11’11’ 14’12’ 12’18’ 12’ 12’8’8’ 8’ 23’23’4’4’6’ 6’ 6’ 6’4’22’16’2’12’8’8’ 6’10’10’Varies 6’ 72’ 72’60’ 50’ - 60’ 50’ - 60’ 60’ 48’ - 66’24’ - 42’ 48’ - 66’24’ - 42’ Streetscape Master Plan 31 Van Emmon Street (Long-Term) Outdoor Seating Emphasized Crosswalks Painted Grain Elevator Improved Intersection Gateway Landscape/Signage Restriped Parking Restriped ParkingGateway Beautification 32 Yorkville Downtown Overlay District Bulb-outs typically narrow roadways to direct traffic, slow speeds down, expand the sidewalk, or simply accommodate plantings. Integrating bulb-outs that also performing a stormwater management function would be an attractive design feature along Van Emmon Street. Bulb-out curbs should be slotted, or notched with openings, to allow surface stormwater to enter and exit the planting zone of the bulb-out. Stormwater Bulb-Outs Figure X - Stormwater Bulb-Out (Source) Figure X - Rain Garden (Source) Figure X - Permeable Pavers (Source) Stormwater rain gardens could be used to improve stormwater quality and provide detention for significant storm events. Like bulb-outs, they can accommodate a variety of planting types and should have inlets allowing water to flow in and out from the street. Trees and a variety of plantings that provide color and texture would add to the beautification of Van Emmon Street. Tying designs back to other streets within downtown, Van Emmon Street could feature open grid permeable pavers that both define the parking areas and increase stormwater capacity. Coordinating pavers between Van Emmon Street, Hydraulic Street, and any other location they are used in the greater downtown would support a cohesive design and branding language. Sidewalk Rain Gardens Permeable Parking Pavers Streetscape Master Plan 33 Figure X - Van Emmon Street Diagram (Farr Associates) Van Emmon Street can represent Yorkville’s demonstration of a sustainable street section. The right-of-way width provides plenty of flexibility for a two-lane street. Additionally, the asymmetrical street section that has a higher elevation on one side is an ideal candidate to display sustainable stormwater strategies. Sustainable Street Section Slotted Curbs Stormwater Bulb-Out Planter Parallel Parking Rain Garden Planter Permeable Pavers 1 1 2 2 3 3 4 5 5 4 34 Yorkville Downtown Overlay District One of the most charming aspects of Yorkville, is the historic, small-town character inherent in the City’s streets and buildings. These streets may have narrow or no sidewalks, are often curbless, and exhibit a casual feel that may slightly change between each individual property. Many of these streets are both the front door and driveway access to homes and buildings. These types of streets that serve buildings through parking and service access are vital to the functionality of neighborhoods. Around downtown the north/south streets that run parallel with Bridge Street act as ‘B’ Streets. These streets that feature a small-town character should continue to support the downtown uses, as well as provide a framework for future development to take place. Because future development will likely be limited to an extent and single-family homes exist immediately adjacent to the downtown blocks, the ‘B’ Streets should maintain a small-town character that aligns with many future uses but does not negatively affect existing single-homes. Figure X - View North Down Main Street (Source) Figure X - View North Down Main Street (Source) Figure X - View North Down Main Street (Source) Small-Town Character ‘B’ Street (Existing) D O W N T O W N YORKVILLED O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE 10’ 12’12’ 10’ 12’ 8’8’5’5’12’ 13’13’ 6’6’ 12’ 4’ 4’4’13’13’ 2’2’11’11’ 14’12’ 12’18’ 12’ 12’8’8’ 8’ 23’23’4’4’6’ 6’ 6’ 6’4’22’16’2’12’8’8’ 6’10’10’Varies 6’ 72’ 72’60’ 50’ - 60’ 50’ - 60’ 60’ 48’ - 66’24’ - 42’ 48’ - 66’24’ - 42’ Streetscape Master Plan 35 ‘B’ Street (Existing) 36 Yorkville Downtown Overlay District Figure X - River Access Signage (Source) Figure X - Road Resurfacing Figure X - View Towards Water (Source) Tactical Interventions ‘B’ Street (Near-Term) The ‘B’ Streets should be less of an investment priority. They receive less of the pedestrian and vehicular traffic compared to Bridge Street, Hydraulic Street, and Van Emmon Street. It is imporant that they play a supporting role, but resource allocation should be minimal. Ensuring sidewalk continuity and basic maintenance should be the top priority. Having overgrown landscape shoulders, missing portions of the sidewalk, poorly maintained sidewalks, and poor road surfacing would be examples of issues that should be addressed. Downtown’s ‘B’ Streets should be eligible for resurfacing and landscape maintenance. One unique aspect of downtown’s ‘B’ Streets, which primarily run north/south, is how they terminate into the Fox River. Each of these moments where drivers and pedestrians can look down the street and have a visual connection to the river is an opportunity that should be taken advantage of by not allowing parking, providing a point of interest, and trimming back overgrown vegetation to reveal the water. Added Crosswalks Towards River Roadside Swale Improvements Additional Street Trees Road Resurfacing River Access Signage Public Art/Sculpture at Main Street Terminus Trim Vegetation for View Towards Water 1 2 3 4 6 5 7 River Access Streetscape Master Plan 37 ‘B’ Street (Near-Term) Figure X - Basic Roadside Swale (Source) 1 3 2 4 5 6 7 38 Yorkville Downtown Overlay District As streets are rebuilt to support a changing downtown, it will remain important to minimize impact on the pleasant, historic character of the surrounding neighborhood. Careful design consideration to not over-correct the ‘B’ Streets should be maintained. Community members have expressed how they value the small-town character that brought many of them to Yorkville, or kept them there, in the first place. Roadside swales can be used to both direct and detain stormwater. Plantings can include a mixture of City contributions and resident contributions. This will allow the property owner to make some customizations to the extension of their front lawn. For example, small wooden bridges might connect the street with the sidewalk to their front door. These small customizations add to the character that already exists. Small details can make these streets more attractive, such as having a curbless intersection that allows stormwater runoff to enter the roadside swales. The edge of the street pavement can be a gravel transition that delineates between travel lane and shoulder. Trees could be planted irregularly or even provided by the property owners from an approved landscape palette. Sidewalks should be narrow, but continuous to have minimal impact while providing maximum connectivity. Figure X - Roadside Swale (Source) Figure X - Roadside Swale (Source) Figure X - Roadside Swale (Source) Redefining Small Town Streets ‘B’ Street (Long-Term) River Access D O W N T O W N YORKVILLED O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE 10’ 12’12’ 10’ 12’ 8’8’5’5’12’ 13’13’ 6’6’ 12’ 4’ 4’4’13’13’ 2’2’11’11’ 14’12’ 12’18’ 12’ 12’8’8’ 8’ 23’23’4’4’6’ 6’ 6’ 6’4’22’16’2’12’8’8’ 6’10’10’Varies 6’ 72’ 72’60’ 50’ - 60’ 50’ - 60’ 60’ 48’ - 66’24’ - 42’ 48’ - 66’24’ - 42’ Streetscape Master Plan 39 ‘B’ Street (Long-Term) Outdoor Seating Emphasized Crosswalks Boat Launch River Views Landscape Buffer Yorkville Mural Restriped Parking ‘B’ Street 40 Yorkville Downtown Overlay District Figure X - Gravel Street Apron (Source) Figure X - Personalized Swale (Source) Figure X - Bridge Over Swale (Source) Curbless streets often become unkempt with grass, weeds, and dirt loosely defining the edge between roadway and shoulder. To maintain visual tidiness, an 18” - 24” gravel edge may be used to transition from roadway to landscape. This can be maintained more easily and provides clear delineation of the roadway and amenity zone. Fitting with the character, roadside swales are often seen along rural or small-town streets or highways. They can take many forms and be aesthetically pleasing or simply utilitarian. They help detain and direct stormwater runoff from the roadway and provide a layer of buffer between sidewalk and street. Swales can be personalized by adjacent property owners or fully planted and maintained by the City. Small pedestrian bridges can connect the street to sidewalk at each property. Each can take on a slightly different design language or be required to adhere to design guidelines. These bridges could be a unique contribution to a ‘B’ Street that features minimal design qualities. Gravel Street Apron Roadside Swales Over-Swale Pedestrian Bridges Streetscape Master Plan 41 Each component from curbless street, to swale, to narrow residential sidewalk works together to maintain a small town feel. No improvements should look over-engineered or oversized on Yorkville’s quaint neighborhood streets. These ‘B’ Streets should feel like a place where kids can play in the street and parents can take a quiet nighttime stroll. Maintaining Small Town Charm Resurfaced Travel Lane Flood Tolerant Street Trees Continuous Swale Along N/S Streets Gravel Transition Apron/Edge Private Property 11’ Travel L a n e 11’ Cont. S w a l e 4’ Sidewa l k Private 2’ Gravel A p r o n 1 3 2 4 1 5 2 3 4 5 Figure X - ‘B’ Street Diagram (Farr Associates) FRONT VIEW SIDE VIEW ALUMINUM SIGN STIFFENER MOUNTING HARDWARE EXISTING LIGHT POLE 1/8” ALUMINUM ACCENT 1/8” ALUMINUM ACCENT 1/8” ALUMINUM FIELD (RED) 1/8” ALUMINUM “Y” (CREAM) 1/8” ALUMINUM BORDER (CREAM) 3M CREAM VINYL 4.5” LETTERING 1/8” ALUMINUM PANEL W/ MAP PAINTED FINISHES 3M CREAM VINYL 3.75” LETTERING 4'-0" 5'-10" 9'-0" DOWNTOWN YORKVILLE COUNTY COURTHOUSE CITY HALL RIVERFRONT PARK FRONT VIEW SIDE VIEW ALUMINUM SIGN STIFFENER MOUNTING HARDWARE EXISTING LIGHT POLE 3'-9" 4'-0" 10'-0" 1/8” ALUMINUM ACCENT 1/8” ALUMINUM ACCENT 1/8” ALUMINUM FIELD (RED) 1/8” ALUMINUM “RIVER/BRIDGE” (CREAM) 1/8” ALUMINUM BORDER (CREAM) 3M WHITE VINYL4.5” LETTERING 1/8” ALUMINUM PANEL W/ MAP PAINTED FINISHES DOWNTOWN YORKVILLE PPUBLIC PARKING 42 Yorkville Downtown Overlay District Cohesive Downtown Signage Dowtown Signage and Wayfinding Effectively navigating downtown is consistently one of the major recommendations of what can be improved. For example, there is currently sufficient parking to accommodate patrons of the downtown uses; however, that parking is dispersed unevenly throughout downtown and is difficult to locate unless you already know exactly where you are going. Additionally, situations such as no left turns allowed at the Bridge Street and Hydraulic Street intersection make it difficult to determine where to go next after you missed an opportunity to turn where one might expect it to be allowed. One way to help alleviate this problem is through providing downtown signage. This signage can make a statement and solidify a cohesive brand and image for the area as a whole. From signage to banners to emblems, consistent, beautiful signage shows visitors that this place cares about providing an inviting user experience. Wayfinding Sign Directional Sign DOWNTOWN YORKVILLE YORKVILLE HOMETOWN DAYS FESTIVAL FRIDAY AUG. 31 - SUNDAY SEP. 02 5:00p-9:00p DOWNTOWN YORKVILLE YORKVILLE RIVER FEST FRIDAY JUL. 13 - SATURDAY JUL. 14 5:00p-10:00p SIDE VIEW 5" 8'-6" DOWNTOWN YORKVILLE FRONT VIEW 5'-5" 3'-6" 3” DIA. TAPCO POLE TAPCO DECORATIVE FINIALS TAPCO DECORATIVE BASE 2”X2” SQUARE ALUMINUM TUBING MOUNTING BRACKETS ENCLOSED LOCKING CABINET W/ CHANGEABLE GRAPHIC (INFORMATION BOX TO BE ILLUMINATED W/ WHITE SLOAN LEDS) CAM LOCK CUSTOM FABRICATED ALUMINUM CABINET W/ MAP PAINTED FINISH 3M WHITE VINYL 5.5” LETTERING 1/8” ALUMINUM FIELD (RED) 1/8” ALUMINUM “RIVER/BRIDGE” (CREAM) 1/8” ALUMINUM BORDER (CREAM) Streetscape Master Plan 43 DOWNTOWN YORKVILLE YORKVILLE HOMETOWN DAYS FESTIVAL FRIDAY AUG. 31 - SUNDAY SEP. 02 5:00p-9:00p DOWNTOWN YORKVILLE YORKVILLE RIVER FEST FRIDAY JUL. 13 - SATURDAY JUL. 14 5:00p-10:00p Information Kiosk Seasonal Banners 44 Yorkville Downtown Overlay District Starting with three different wayfinding sign types - an informational kiosk, pole mounted directional signage, and branded wayfinding signage - Yorkville can make a near-term impact on how users navigate the area. Informational kiosks can house either rotating content or stationary content, such as maps, historic information, or general information. Maps can help pedestrians identify where they are in relation to other nearby destinations and help them discover what they are seeking. These kiosks would be sidewalk mounted and cater to the pedestrian over vehicles. Directional signage may be most effective mounted on the existing light poles in locations that help drivers know when to turn for parking or riverfront access. The directional signage should have a specific purpose of getting someone from point A to point B. Though these signs should be pole mounted high enough to be visible for passing cars, they may be easily visible to pedestrians. As with each type of sign, wayfinding signage should be both branded and informative to let users know that they are located in the proper area or neighborhood and provide markers for points of interest. Points of interest within downtown Yorkville may include specific restaurants, the historic Kendall County Courthouse, County offices, Bicentennial Riverfront Park, and parking lots. Figure X - Informational Kiosk (Source) Figure X - Directional Signage (Source) Figure X - Branded Wayfinding Signage (Source) Downtown Wayfinding 0’75’150’300’ F o x R i v e r S Bridge StreetN Bridge StreetE Fox Street W Ridge Street W Madison Street E Van Emmon Street E Hydraulic Street Mill StreetS Main StreetState StreetHeustis StreetKey Kiosk Directional Wayfinding i i i i i Streetscape Master Plan 45 Street Type Classification 46 Yorkville Downtown Overlay District Lighting is a key component of walkability, as it lends itself to creating a more safe environment for pedestrians. There are several streets where street lighting exists, but the lighting is inconsistent and is not always human-scaled. Lighting in the downtown can serve multiple functions, including branding the area, creating more vibrancy, and increasing safe conditions for residents and visitors. The increase and consistency of lighting gives people a sense of street character and trust of what is to come, encouraging walking and biking. Nancy Clanton of Clanton & Associates has provided lighting best-practices for municipalities by creating some “dos and don’ts” for street and facade lighting. In general, well-designed lighting strategies should not only light the area, but take into account all view angles while creating a beautiful ambiance without glare and annoyance. The list on page 47 expands on Nancy Clanton’s strategies. High color temperature (CCT) light sources have the highest concentration of blue light. Many municipalities are limiting the CCT of their street and pedestrian lighting to 3000K or less which is similar to the color of the setting sun. Dimming or turning off lighting is another strategy to reduce over- lighting an area. Ideally, light sources should change color over the course of the evening and into the late night. Blue light will enhance visibility during the rush hour, but as vehicular and pedestrian traffic decreases at night, the spectrum can minimize blue light and switch to the red range. Implement Lighting Best Practices Lighting Strategies Figure X - Street Lighting “Do” (Source) Figure X - Building Lighting “Do” (Source) Figure X - Public Space Lighting “Do” (Source) Streetscape Master Plan 47 Figure X - Street Lighting “Don’t” (Source) Figure X - Building Lighting “Don’t” (Source) Figure X - Public Space Lighting “Don’t” (Source) Street Lighting • Light sidewalks and streets appropriately for the neighborhood and explicitly where needed • Use low-glare streetlights • Minimize uplight of all kinds (cobra lights, etc.) Building Lighting • Mount light at the top of facades and aim inward • Emphasize architectural features such as columns and arches using beam distributions • Use warm-colored, dim light Public Space Lighting • Define the space with lighting of a consistent type and brightness • Dimly light the features where people gather: seating areas, outdoor dining, public parks and plazas Street Lighting • Use streetlights to light yards and private property • Overlight • Use high-glare streetlights Building Lighting • Aim across a visual path with a floodlight • Aim up a façade • Overlight • Select glaring luminaries Public Space Lighting • Light individual elements unless they are features • Flood the public space with heavy lighting • Appear messy and unorganized • Include multiple types of lighting accomplishing the same goal Lighting “Dos” Lighting “Don’ts” 48 Yorkville Downtown Overlay District It is widely understood that stormwater runoff from roofs, pavement, and other urban surfaces are contributing to water body degradation and flooding. Minimizing this impact, particularly in urban contexts, is often difficult because of the amount of land dedicated to dense buildings, supportive surface parking lots, and wide streets with generous sidewalks; however, there are strategies to accommodate both the urban and green infrastructure solutions. Yorkville has been a settlement for a long time - even longer than many other cities and villages in the greater Chicago area. The Fox River was the main reason for locating Yorkville where it is today, so taking measures to preserve the water quality, beauty, and function of the river should be a priority. The City has old stormwater infrastructure, so removing some of the burden would hope to lengthen its useful life. As capital improvements occur, there is an opportunity to do two things: 1) updated the stormwater infrastructure and 2) construct green infrastructure in the public rights-of-way to reduce potential negative impacts of storm surges and surface runoff degradation the Fox River. Strategies such as rain gardens, bioswales on the sloped streets, or even green roofs could all contribute to beauty and utility. Green Infrastructure Stormwater Management Figure X - Residential Rain Garden (Source) Figure X - Rain Garden Off Curbless Street (Source) Figure X - Rain Garden Signage (Source) Green infrastructure is not familiar to everyone, so these can be excellent education opportunities for the public. Signage and story-telling of why the City is placing rain gardens next to sidewalks and bioswales cascading down slopes could encourage residents to invest in doing the same on their properties. Additionally, the City could incentivize rain gardens or rain water cisterns for private residences to minimize negative impacts on natural resources and reduce flooding. Signage Encouraging Awareness Streetscape Master Plan 49 Permeable paving products, such as porous asphalt and concrete, as well as permeable pavers allow water to pass through the surface and into a stone storage layer below. The water stored in the stone layer either infiltrates into the soil below or is slowly released to a sewer or other drainage system to reduce stormwater runoff volumes and rates. Sediment, metals, and organic compounds are filtered and/ or biologically treated as the runoff moves through and is stored in the system. Properly designed permeable paving systems are applicable to both pedestrian and vehicular areas. Permeable paving should be avoided in the through lanes of high traffic areas (such as County and State highway routes) and areas of high sediment or other pollutant loading that could clog the system or overwhelm the system’s ability to treat typical urban runoff pollutants. Ideal locations for pervious pavement might be Hydraulic Street, parallel parking lanes, mid-block alleys, and surface parking lots. Pervious Pavement Figure X - Pervious Pavers (Source) Figure X - Pervious Pavers (Source) Figure X - Paver Laying Machine (Source) Pavers appear laborious to lay down in large quantities, such as a street or sidewalk; however, technology advancements have bred paver laying machines that lay down entire swaths of pavers in one motion. This drastically minimizes installation times, but still provides that hand-laid, classic look that is often loved for its character. Pavers can be cost competitive concrete, because of the external impact it has on sizing stormwater infrastructure systems. Installing Pervious Pavers 50 Yorkville Downtown Overlay District Yorkville’s downtown will not compete well with some of the loved downtowns nearby, such as Oswego and Plainfield; however, it should not need to directly compete. Yorkville can distinguish itself with its own identity and unique character as a community. There are few better ways to do this than through public art. Public art is free first and foremost. Anyone can experience and enjoy it. It also adds a layer of uniqueness when so many downtowns attempt to emulate each other with all becoming one and the same. Yorkville can avoid this be encouraging its, at times, funky nature to shine through. There are plenty of opportunities for public art, from blank walls on the sides of buildings, to vacant parcels and parking lots, to a grain elevator. Each can become a canvas for community expression. The City should seek to commission works in addition to allowing community members to contribute pieces to the collection through interactive events for residents of all ages. When everyone can get involved, there is more of a sense of ownership over the end product. Public art is a medium to show visitors what Yorkville is all about. The Role of Public Art Public Art and Sculpture Figure X - Wall Mural on Blank Wall (Source) Figure X - Interactive Sculpture (Source) Figure X - Temporary Installation (Source) Not only can art be something to experience visually, but interactive. This can be done through sculptures that encourage climbing or provide a backdrop for a photograph. Art can cater to children and adults alike and should remain informal enough to fit into Yorkville’s beloved small-town character. Make it Interactive! 0’75’150’300’ F o x R i v e r S Bridge StreetN Bridge StreetE Fox Street W Ridge Street W Madison Street E Van Emmon Street E Hydraulic Street Mill StreetS Main StreetState StreetHeustis StreetKey Wall Mural on Blank Wall Interactive Sculpture Temporary Installation Streetscape Master Plan 51 Potential Public Art Locations 52 Yorkville Downtown Overlay District Lorem ipsum dolor sit amet, consectetur adipiscing elit. Phasellus pharetra libero in varius mollis. Aenean finibus neque ac dolor viverra ornare. Fusce non scelerisque mi, quis dignissim turpis. Etiam malesuada ipsum et enim posuere, eu viverra libero blandit. Aenean molestie finibus ipsum, sit amet placerat ligula placerat lacinia. Quisque diam nunc, fermentum nec volutpat ac, consequat sed risus. Nunc nec viverra metus. Etiam placerat felis eget dictum porttitor. Nam auctor enim vel tellus porta placerat. Mauris egestas cursus faucibus. Sed eros dui, tincidunt eu tempus et, suscipit at diam. Proin quis vulputate lorem. Proin tincidunt non arcu sit amet dignissim. Curabitur consectetur finibus tempus. Vestibulum sit amet ornare ligula. Maecenas ligula dolor, mattis et consequat vitae, fermentum sed ante. In sollicitudin elementum justo, eget auctor tellus porttitor non. Donec ut tellus tortor. Suspendisse nec placerat erat, a commodo nisl. Fusce nec odio turpis. Nulla fermentum lacinia convallis. Nam mollis id magna ac scelerisque. Sed at condimentum lectus. Ut ut quam quis nisl semper dapibus non nec neque. Suspendisse dictum tristique massa et dapibus. Suspendisse elementum felis sed porta facilisis. Cras euismod imperdiet odio in rutrum. Pellentesque habitant morbi tristique senectus et netus et malesuada fames ac turpis egestas. Vivamus a massa eget augue euismod tincidunt. Suspendisse potenti. Vestibulum ut lacus ligula. Nulla malesuada placerat placerat. Donec eget laoreet sem. Lorem ipsum dolor sit amet, consectetur adipiscing elit. Phasellus pharetra libero in varius mollis. Aenean finibus neque ac dolor viverra ornare. Fusce non scelerisque mi, quis dignissim turpis. Etiam malesuada ipsum et enim posuere, eu viverra libero blandit. Aenean molestie finibus ipsum, sit amet placerat ligula placerat lacinia. Quisque diam Downtown Parking Strategy Off-Street Parking nunc, fermentum nec volutpat ac, consequat sed risus. Nunc nec viverra metus. Etiam placerat felis eget dictum porttitor. Nam auctor enim vel tellus porta placerat. Mauris egestas cursus faucibus. Sed eros dui, tincidunt eu tempus et, suscipit at diam. Proin quis vulputate lorem. Proin tincidunt non arcu sit amet dignissim. Curabitur consectetur finibus tempus. Vestibulum sit amet ornare ligula. Maecenas ligula dolor, mattis et consequat vitae, fermentum sed ante. 0’75’150’300’ F o x R i v e r S Bridge StreetN Bridge StreetE Fox Street W Ridge Street W Madison Street E Van Emmon Street E Hydraulic Street Mill StreetS Main StreetState StreetHeustis StreetKey Existing Parking Location Potential Parking Location Streetscape Master Plan 53 Off-Street Parking Locations Yorkville Downtown Overlay Draft Form-Based Code Prepared for: The City of Yorkville, Illinois United City of Yorkville Farr Associates Mayor Gary J. Golinski Bart Olson, City Administrator Erin Willrett, Assistant City Administrator Krysti Barksdale-Noble, Community Development Director Jason Engberg, Senior Planner Eric Dhuse, Public Works Director Lisa Pickering, Deputy City Clerk Richard T. Hart, Chief of Police Tim Evans, CPRP, Director of Parks and Recreation Acknowledgements DRAFT May 2018 3DRAFTTable of Contents 10-21-1 Introduction 1.A. Intent 1.B. Overview of the Code 1.C. Applicability 1.D. How to Use The Code 1.E. Establishment of Districts 1.F. Development Approval Process 1.G Nonconforming Structures 1.H Definitions 10-21-2 Districts 2.A. S1: Bridge Street District 2.B. S2: Hydraulic Street District 2.C. S3: Van Emmon Street District 2.D. S4: ‘B’ Street District 2.E. S5: ‘B’ Street - Residential District 2.F. Hierarchy of Street Types 2.G. Primary Streets 10-21-3 Uses 3.A. General Provisions 3.B. Permitted Uses Table 3.C. Use Requirements 10-21-4 Building Types 4.A. Introduction to Building Types 4.B. Explanation of Building Type Table Standards 4.C. Downtown Commercial Building Type Siting Height & Use Facade & Roof 4.D. Downtown Living Building Type 4.E. Cottage Commercial Building Type 4.F. Civic Building Type 4.G. Attached Building Type 4.H. Yard Building Type 4.I. Entrance Types 4.J Roof Types 4.K Additional Design Requirements Materials and Color Windows, Awnings, and Shutters Rear Parking Facade Design Balconies 10-21-5 Site Development Standards 5.A. Signage 5.B. Parking Applicability Requirements (#) Multiple Use Reductions Credits Bicycle Parking Access 5.C. Landscape 5.D. Street Guidelines 5.E Tmporary Structures Yorkville Downtown Overlay District Form-Based Code4DRAFTA. Intent These regulations are established to provide development standards to the City for downtown and adjacent redevelopment areas. 1. To guide the development of a mix of uses and a pedestrian- oriented environment established in the Yorkville Streetscape Master Plan. 2. To provide for a mix of housing types within the Downtown Overlay District and adjacent areas for people of all ages and lifestyles, 3. To achieve development that is appropriate in scale and intensity for the Downtown Overlay District and adjacent neighborhoods. B. Overview of the Code 1. Section 10-21-2: Districts. These regulations are organized within street types for adoption into the City’s existing code. These zoning districts shall be mapped on the City’s Zoning Map, however, the Primary Streets designation shall be referenced from the attached map, Figure 10-21-2G (4). The following Districts are established for mixed use, commercial, and residential development within downtown and adjacent redevelopment areas. Figure 10-21-1B (1) illustrates the locations for the districts. S1: Bridge Street District S2: Hydraulic Street District S3: Van Emmon Street District S4: ‘B’ Street District S5: ‘B’ Street - Residential District 3. Section 10-21-3: Uses. Use requirements are defined in Section 10-21-3 for each of the Street Districts. Uses may also be further limited by the Building Types. Refer to 10-21-2 Building Types and the “Uses” section in the tables per building type. 4. Section 10-21-4: Building Types. Six Building Types are defined for use in the Street Districts. A mix of building types are typically permitted per district. These Building Types outline the desired building forms for the new construction and renovation of structures and contain regulations that determine physical building elements such as build-to-zones, transparency levels, entrance location, and parking location. Refer to Figure 10-21-4A (1) for a typical Building Type page layout. 5. Section 10-21-5: Site Development Standards. The site development standards provide references to other City ordinances or parts of the zoning ordinance and may include additional information or revision those ordinances applicable only to the Street Districts. These include signage, parking, and landscape. C. Applicability These regulations apply to the downtown and adjacent redevelopment areas within the City as mapped on the City’s zoning map. Refer to Figure 10-21-1C (1) for affected parcels. D. How to Use the Code. Refer to Figure 10-21-1D (1) Yorkville Code Flow Chart for a step by step illustration about applying the code to a parcel. Throughout the Yorkville Code, call out boxes titled “How to Use the Code” appear with code application instructions. E. Establishment of Street Districts. The following Street Districts are established for mixed use, commercial, and residential development within Yorkville. Refer to Figure 10-21-1C (1) for the Regulating Plan of the Street Districts. S1: Bridge Street District S2: Hydraulic Street District S3: Van Emmon Street District S4: ‘B’ Street District S5: ‘B’ Street - Residential District F. Development Approval Process 1. Site Plan Review. An approved site plan is required for the development or redevelopment of all parcels in any DT district (refer to Section 24.0 of the Zoning Ordinance) with the following revisions: (a) Add to Section 24.4.4 Major Site Plan Approval. The Director of Planning and Development may approve a major site plan if the site plan complies with all requirements of the city’s zoning ordinance. If the Director of Planning and Development denies approval of a major site plan, including the provision of written comments as to the reason for such denial, the denial may be appealed by the applicant to the Plan Commission for review. The Plan Commission shall then approve the major site plan, approve the major site plan with conditions, or deny the site plan. (b) For a period of not less than five years, all site plans shall be presented to the Plan Commission for report and to allow a review of the approved and disapproved site plans and their elements. The Plan Commission may make recommendations for revisions to this Section based upon that review. 2. Deviations. The Applicant shall submit requested deviations to the Director of Planning and Development with the Site Plan application. The Director may approve deviations to a site plan for the following: (a) Minor Deviations. The Director of Planning and Development may approve minor deviations to any dimension or percentage as follows: i. The location of the building within up to one foot from any minimum yard requirement or build-to zone width/ location. ii. Up to ten percent increase in total impervious coverage, not to exceed the total amount of permitted impervious plus semi-pervious coverage. iii. Up to ten percent decrease in Front Property Line coverage. iv. Additional height of any story up to two feet, as long as the overall building height does not exceed the allowable height of all floors at their maximum permitted height. (b) Design Deviations. The Architectural Review Board shall review and make a recommendation for the following deviations: 10-21-1 Introduction DRAFT May 2018 5 10-21-3 Building Types 13.5 Open Space Types, 13.6 Landscape, 13.7 Parking, 13.8 Signage, 13.9 Sustainability Measures 10-21-1 Introduction 10-21-1F What Building Types are permitted in my designated district(s)? Refer to 10-21-3 Building Types. Determine permitted Building Types per district in Table 10-21-4A (1) Permitted Building Types by District. Select one Building Type per building or segment of building. Refer to the applicable Building Type regulations of building siting, height, use restrictions, street facade requirements, and roof type requirements found in 10-21-3C through 10-21-3K. General Design Requirements apply. Refer to 10-21-3. 10-21-2 Uses What uses are permitted in my designated district(s)? Refer to 10-21-2 Uses. Determine permitted uses per district in Table 10-21-3B (1) Permitted Uses. Other standards per 10-21-3 may apply. What other requirements apply to Yorkville districts? Refer to 13.5 Open Space Types, 13.6 Landscape, 13.7 Parking, and Article XXXIII Signage for additional requirements. What are the City’s submittal requirements? Locate your parcel on the Yorkville Regulating Plan to determine district. Refer to Figure 10-21-1C (1) Yorkville Regulating Plan and 10-21-2 Districts for district descriptions. Refer to Section 10-21-1F Administration for the required submittal processes. Figure 10-21-1D (1). Yorkville Code Flow Chart. How To Use The Code DRAFTi. Alternative Building Materials. The Director may approve alternative building materials from the requirements of 15.4.K (1), with the exception of the prohibited materials. For approval, the Applicant shall submit samples and local examples of the material a minimum of four weeks prior to the review, to allow site visits to the location. ii. Facade Variety Alternative. The Director may approve a reprieve from the facade variety requirements in 15.4.B (5). The Applicant shall submit fully rendered elevations and three dimensional drawings of all street facades with materials samples for all surfaces to prove a higher quality building design with variation and relief from monotony. (c) Existing Building Deviations. The Plan Commission shall review and make a recommendation for the following deviations, when applied to the renovation of an existing building(s): i. For renovation of existing buildings, the maximum front property line coverage may be waived with an existing coverage of 60%; however, any expansion on the ground story shall contribute to the extension of the front property line coverage. ii. For renovation of existing buildings, the location of the building within up to five feet from any minimum yard requirement or build-to zone width/location. iii. For renovation of existing buildings, the minimum height of the ground story and upper story may be increased or decreased by up to two feet for existing stories. iv. For renovation of existing buildings, other required dimensions may be modified up to five feet or 10%, whichever is less, unless otherwise modified by this section. G. Nonconforming Structures 1. Nonconforming Uses. Refer to 19.0 for Non-Conforming Uses requirements with the following exception and addition. 2. Nonconforming Structures. The following regulations allow for the continuation of occupation of a structure that was legally constructed prior to the adoption or amendment to this code, but that could not occur under the provisions of this code. (a) All Building Type standards apply to all new construction and renovation of existing structures, where the renovation includes an addition of more than 60% in gross building square footage. (b) When the existing front or corner facade is located within the build-to zone and a renovation of the front facade occurs with or without any added building square footage, the Street Facade Requirements and Entrance Type Requirements of any permitted Building Type shall be met when the renovation includes any of the following: i. Installation of additional doors or a change in location of a door; ii. Expansion or change in location of 30% of windows on any street façade; or iii. Replacement of 30% or more of facade materials on any 10-21-1 Introduction Yorkville Downtown Overlay District Form-Based Code6DRAFT10-21-1 Introduction street facade with a different facade material. (c) When the existing building front or corner facade is located within the build-to zone and a renovation of the shape or style of the roof occurs with or without added building square footage, the Roof Type Requirements of any permitted Building Type shall be met. (d) Under all circumstances, no portion of the Building Type standards must be met in the case of normal repairs required for safety and continued use of the structure, such as replacement of window or door glass. H. Definitions For the purposes of this document, the following terms shall have the following meanings: 1. Build-to Zone. An area in which the front or corner side facade of a building shall be placed; it may or may not be located directly adjacent to a lot line. The zone dictates the minimum and maximum distance a structure may be placed from a lot line. Refer to Figure 10-21-1F (1) Build-to Zone vs. Setback Line. 2. Courtyard. An outdoor area enclosed by a building on at least three sides and is open to the sky. 3. Expression Line. An architectural feature consisting of a decorative, three dimensional, linear element, horizontal or vertical, protruding or indented at least two inches from the exterior facade of a building typically utilized to delineate the top or bottom of floors or stories of a building. 4. Impervious Site Coverage. The percentage of a lot developed with principal or accessory structures and impervious surfaces, such as driveways, sidewalks, and patios. 5. Lot Frontage. The horizontal distance between the side lot lines, measured at the front lot lines. 6. Occupied Space. Interior building space regularly occupied by the building users. It does not include storage areas, utility space, or parking. 7. Pedestrianway. A pathway designed for use by pedestrians; it can be located mid-block allowing pedestrian movement from one street to another without traveling along the block’s perimeter. 8. Pervious Surface. Also referred to as pervious material. A material or surface that allows for the absorption of water into the ground or plant material, such as permeable pavers or a vegetated roof. 9. Primary Street. A street that receives priority over other streets in terms of setting front lot lines and locating building entrances. Refer to Figure 10-21-2G (4) for mapped Primary Streets. 10. Semi-Pervious Surface. Also referred to as semi-pervious material. A material that allows for at least 40% absorption of water into the ground or plant material, such as pervious pavers, permeable asphalt and concrete, or gravel. 11. Story, Ground. Also referred to as ground floor. The first floor of a building that is level to or elevated above the finished grade on the front and corner facades, excluding basements or cellars. 12. Story, Half. A story either in the base of the building, partially below grade and partially above grade, or a story fully within the roof structure with transparency facing the street. 13. Story, Upper. Also referred to as upper floor. The floors located above the ground story of a building. 14. Street Face. The facade of a building that faces a street right-of- way. 15. Transparency. The measurement of the percentage of a facade that has highly transparent, low reflectance windows. Mirrored glass is not permitted. 16. Yard. The space on a lot which is unoccupied and unobstructed from the ground to the sky by the Principal Structure. Refer to Figure 10-21-1F (2) Illustration of Yards. Note that the Rear Yard is fully screened from the street by the Structure. (a) Yard, Corner Side. A Yard extending from the corner side building Facade along a Corner Side Property Line between the Front Yard and Rear Property Line. (b) Yard, Front. A Yard extending from the front Facade of the Principal Structure along the full length of the Front Property Line, between the Side Property Lines or Side and Corner Side Property Lines. (c) Yard, Rear. A Yard extending from the rear building Facade along the Rear Property Line between the Side Yards or, on a corner Lot, the Corner Side and Side Yards. (d) Yard, Side. A Yard extending from the side building Facade along a Side Property Line between the Front Yard and Rear Property Line. 17. Visible Basement. A half story partially below grade and partially exposed above with required transparency on the street facade. DRAFT May 2018 7 0’75’150’300’ F o x R i v e r S Bridge StreetN Bridge StreetE Fox Street W Ridge Street W Madison Street E Van Emmon Street E Hydraulic Street Mill StreetS Main StreetState StreetHeustis StreetKey Bridge Street Hydraulic Street Van Emmon Street ‘B’ Street ‘B’ Street - Residential Figure 10-21-1C (1). Yorkville Form-Based Districts Regulating Plan.DRAFTNote: Street Districts on primary streets may turn any corner and extend up to 100’ down any side street. 10-21-1 Introduction Yorkville Downtown Overlay District Form-Based Code8 Side YardStreetStreet Setback LineSetback LineStreet Build-to Zone Build-to ZoneRear Yard streetstreet Rear Yard Front Yard Side YardSide YardFront Yard Build-to Zone Setback Line Principal Building Principal BuildingCorner Side Yard= Yard Figure 10-21-1F (2). Illustration of Yards.Figure 10.21.1F (1). Build-to Zone vs. Setback Line.DRAFT10-21-1 Introduction Build-to Zone vs Setback Line A setback line indicates the closest a building may be placed to a property line, but is silent on where behind that line a building may be placed. A build-to zone indicates a zone or area in which the Facade of a building must be located. The use of a build-to zone allows some control over building placement, while the range provides some flexibility. This method also provides an element of predictability that is absent when the only requirement is to locate a building beyond a certain line. DRAFT May 2018 9DRAFT10-21-2 Districts The following Districts are established for mixed use, commercial, and residential development within downtown and adjacent redevelopment areas. Figure 10-21-1 (2) illustrates the locations for the districts. S 1: Bridge Street District S 2: Hydraulic Street District S 3: Van Emmon Street District S 4: ‘B’ Street District S 5: ‘B’ Street - Residential District Yorkville Downtown Overlay District Form-Based Code10 Bridge Street Building Placement Build-to-line location 7’ Space Between Buildings Attached Detached 0’ 6’-10’ Building Volume Maximum Building Height 80’ Maximum Stories 6 stories Minimum Ground Floor Height 14’ Typical Street Attributes Typical ROW Width 72 Number of Travel Lanes 5 Lane Width 10’-13’ Dedicated Turn Lanes 1 Parking Lanes none Pavement Width 60’ Bicycle Facilities none Pedestrian Realm Pedestrian Facilities 6’ wide sidewalk Street Buffer street wall D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE 10’ 12’12’ 10’ 12’ 8’8’5’5’12’ 13’13’ 6’6’ 12’ 4’ 4’4’13’13’ 2’2’11’11’ 14’12’ 12’18’ 12’ 12’8’8’ 8’ 23’23’4’4’6’ 6’ 6’ 6’4’22’16’2’12’8’8’ 6’10’10’Varies 6’ 72’ 72’60’ 50’ - 60’ 50’ - 60’ 60’ 48’ - 66’24’ - 42’ 48’ - 66’24’ - 42’ Figure 10-21-2A (1). Bridge Street (Long-term).DRAFT10-21-2 Districts A. S1: Bridge Street District The Bridge Street District may be considered the gateway into downtown Yorkville and retains potential to become the iconic stretch that helps draw people into local businesses and displays an attractive image that represents the people of Yorkville. The form of this retail and service- centered area establishes a street wall of storefront style-building facades with shallow build-to-zones along the sidewalk and parking in the rear or off-site. It focuses pedestrian-friendly retail and service uses on the ground story with office uses in upper stories. DRAFT May 2018 11 Hydraulic Street Building Placement Build-to-line location 7’ Space Between Buildings Attached Detached 0’ 6’-10’ Building Volume Maximum Building Height 80’ Maximum Stories 6 stories Minimum Ground Floor Height 12’ Typical Street Attributes Typical ROW Width 24’-66’ Number of Travel Lanes 3 Lane Width 10’-12’ Dedicated Turn Lanes none Parking Lanes 1 lane of parallel parking on south side of street Pavement Width 20; Bicycle Facilities Multi-purpose lane on north side of street Pedestrian Realm Pedestrian Facilities 6’-8’ wide sidewalk Street Buffer 1 lane of parallel parking on south side of street; 4’ planter on north side of multi-purpose street D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE 10’ 12’12’ 10’ 12’ 8’8’5’5’12’ 13’13’ 6’6’ 12’ 4’ 4’4’13’13’ 2’2’11’11’ 14’12’ 12’18’ 12’ 12’8’8’ 8’ 23’23’4’4’6’ 6’ 6’ 6’4’22’16’2’12’8’8’ 6’10’10’Varies 6’ 72’ 72’60’ 50’ - 60’ 50’ - 60’ 60’ 48’ - 66’24’ - 42’ 48’ - 66’24’ - 42’ Figure 10-21-2B (1). Hydraulic Street (Long-term).DRAFT10-21-2 Districts B. S2: Hydraulic Street District The Hydraulic Street District includes complex conditions, including utility poles landing in the street, a tapering right-of-way that narrows from west to east, and an active freight rail line that runs parallel to the street surface within the right-of-way. Hydraulic Street features short, utilitarian buildings, as well as agricultural relics, such as the inactive grain elevator, that create an eclectic mix of land uses and character. The form of this area remains pedestrian-centered but storefront-style buildings focus a broader spectrum of retail and service uses on the ground story with residential and/or office uses in upper stories. Yorkville Downtown Overlay District Form-Based Code12 Van Emmon Street Building Placement Build-to-line location 7’ Space Between Buildings Attached Detached 0’ 6’-10’ Building Volume Minimum Building Height none Maximum Building Height XX’ Maximum Stories XX stories Minimum Ground Floor Height XX’ Minimum Building Width XX’ Maximum Building Width XX’ Minimum Building Depth XX’ Maximum Building Depth XX’ Typical Street Attributes Typical ROW Width XX Number of Travel Lanes Lane Width Allowable Turn Lanes Parking Lanes 1 lane of parallel parking each side of street Pavement Width Bicycle Facilities Pedestrian Realm Pedestrian Facilities Street Buffer 1 lane of parallel parking each side of street D O W N T O W N YORKVILLED O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE 10’ 12’12’ 10’ 12’ 8’8’5’5’12’ 13’13’ 6’6’ 12’ 4’ 4’4’13’13’ 2’2’11’11’ 14’12’ 12’18’ 12’ 12’8’8’ 8’ 23’23’4’4’6’ 6’ 6’ 6’4’22’16’2’12’8’8’ 6’10’10’Varies 6’ 72’ 72’60’ 50’ - 60’ 50’ - 60’ 60’ 48’ - 66’24’ - 42’ 48’ - 66’24’ - 42’ Figure 10-21-2C (1). Van Emmon Street (Long-term).DRAFT10-21-2 Districts C. S3: Van Emmon Street District The Van Emmon Street District is a lower scale district that supports XX buildings. Commercial, residential, and mixed use buildings make up this district in variety of building types. A broader spectrum of retail, service, and office uses support the Bridge Street and Hydraulic Street Districts and ground floor residential is permitted. The form of this area is pedestrian-centered, but allows for more vehicular access and off- street parking options. DRAFT May 2018 13 ‘B’ Street Building Placement Build-to-line location 7’ Space Between Buildings Attached Detached 0’ 6’-10’ Building Volume Minimum Building Height none Maximum Building Height XX’ Maximum Stories XX stories Minimum Ground Floor Height XX’ Minimum Building Width XX’ Maximum Building Width XX’ Minimum Building Depth XX’ Maximum Building Depth XX’ Typical Street Attributes Typical ROW Width XX Number of Travel Lanes Lane Width Allowable Turn Lanes Parking Lanes 1 lane of parallel parking each side of street Pavement Width Bicycle Facilities Pedestrian Realm Pedestrian Facilities 4’ Street Buffer 13’ D O W N T O W N YORKVILLED O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE 10’ 12’12’ 10’ 12’ 8’8’5’5’12’ 13’13’ 6’6’ 12’ 4’ 4’4’13’13’ 2’2’11’11’ 14’12’ 12’18’ 12’ 12’8’8’ 8’ 23’23’4’4’6’ 6’ 6’ 6’4’22’16’2’12’8’8’ 6’10’10’Varies 6’ 72’ 72’60’ 50’ - 60’ 50’ - 60’ 60’ 48’ - 66’24’ - 42’ 48’ - 66’24’ - 42’ Figure 10-21-2D (1). ‘B’ Street (Long-term).DRAFT10-21-2 Districts D. S4: ‘B’ Street District The ‘B’ Street District is a lower scale commercial district designed to serve adjacent neighborhoods and the greater community. Flanked by the Hydraulic and Van Emmon Districts, a wider range of residential uses is permitted. As one of the main street types between main thoroughfares, pedestrian access and safety remains a priority. Yorkville Downtown Overlay District Form-Based Code14 D O W N T O W N YORKVILLED O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE D O W N T O W N YORKVILLE 10’ 12’12’ 10’ 12’ 8’8’5’5’12’ 13’13’ 6’6’ 12’ 4’ 4’4’13’13’ 2’2’11’11’ 14’12’ 12’18’ 12’ 12’8’8’ 8’ 23’23’4’4’6’ 6’ 6’ 6’4’22’16’2’12’8’8’ 6’10’10’Varies 6’ 72’ 72’60’ 50’ - 60’ 50’ - 60’ 60’ 48’ - 66’24’ - 42’ 48’ - 66’24’ - 42’ ‘B’ Street - Residential Building Placement Build-to-line location 7’ Space Between Buildings Attached Detached 0’ 6’-10’ Building Volume Minimum Building Height none Maximum Building Height XX’ Maximum Stories XX stories Minimum Ground Floor Height XX’ Minimum Building Width XX’ Maximum Building Width XX’ Minimum Building Depth XX’ Maximum Building Depth XX’ Typical Street Attributes Typical ROW Width XX Number of Travel Lanes Lane Width Allowable Turn Lanes Parking Lanes 1 lane of parallel parking each side of street Pavement Width Bicycle Facilities Pedestrian Realm Pedestrian Facilities Street Buffer 1 lane of parallel parking each side of street Figure 10-21-2E (1). ‘B’ Street - Residential (Long-term).DRAFT2.0 Districts E. S5: ‘B’ Street - Residential District The ‘B’ Street Residential District is a lower-scale residential district with a mix of townhouses and yard buildings. With a maximum height of XX stories, this area provides for a mix of housing types adjacent to downtown for people of all ages and lifestyles. DRAFT May 2018 15DRAFT2.0 Districts Yorkville Downtown Overlay District Form-Based Code16 Primary Street Front Lot LineSecondary StreetAccess Drive Permitted Location Principal Building Parking Primary Street Front Lot Line Principal Building ParkingHighest(Primary)Lowest(Tertiary)Bridge Street Hydraulic Street VanEmmon Street ‘B’ Street ‘B’ Street - Residential Figure 10-21-2G (2). Secondary Street Frontage: Access Drive Permitted Location Figure 10-21-2G (3). Primary Street Frontage Only: Access Drive Permitted Location Figure 10-21-2G (1). Hierarchy of Street Types.DRAFT10-21-2 Districts F. Hierarchy of Districts Development under this code is regulated by street type. The various street types are related to each other in a hierarchical manner. When these streets intersect, the primary street frontage is determined by its higher order in the hierarchy. The front of a building and its main entrance must face the primary street. Figure 10.21.2 (17) illustrates the hierarchy of street types. G. Primary Streets The Primary Streets Map designates Primary, Secondary, and Tertiary Streets within the City Center. These designations prioritize the street frontages for locating the Front Lot Line for required amounts building frontage and allowable amounts of parking frontage. Refer to Figure 10.21.2 (20) Primary Street Map. A. Vehicular Access. Vehicular access is also managed through this street prioritization within the Building Type requirements (refer to Section 13.2). See Figure 10.21.2 (18) and Figure 10.21.2 (19) for illustration of permitted vehicular access locations. 1. The order of access is typically as follows, unless otherwise permitted by Building Type: a. Lane (Tertiary Street) or Alley (un-mapped) permits unlimited access. b. If no Lane or Alley exists, one driveway per secondary street frontage is permitted. c. If no tertiary or secondary street abuts the parcel, one driveway is permitted off the Primary Street and shared access with adjacent properties is encouraged. 2. Refer to Section XX of the Development Regulations Ordinance for additional requirements of vehicular access off adjacent streets. Interparcel Access requirements shall be met. B. Primary, Secondary, and Tertiary Street Designations. 1. Primary Streets. Primary streets require the most intact and continuous streetwall with few, if any, driveway access. The Front Lot Line shall always be located on the Primary Street. When a parcel is fronted by more than two primary streets, the Director shall determine which is the appropriate street for the Front Lot Line. The determination should be based on locations of existing and other proposed development Front Lot Lines. Vehicular access should not be located off a primary street, unless no other options exists. Refer to the 10-21-4 Building Type requirements for allowances of vehicular access, if applicable. 2. Secondary Streets. Secondary streets are intended to have a fairly continuous streetwall, but will likely have a driveway for each parcel. If no tertiary street exists, access will likely be off the secondary street. 3. Tertiary Streets. Tertiary streets typically have no streetwall requirements and could be fronted by parking structures and parking lots with multiple drives and/or vehicular access points. DRAFT May 2018 17 Primary Streets Key Primary Street Secondary Street 0’75’150’300’ F o x R i v e r S Bridge StreetN Bridge StreetE Fox Street W Ridge Street W Madison Street E Van Emmon Street E Hydraulic Street Mill StreetS Main StreetState StreetHeustis StreetFigure 10-21-2G (4). Map of Yorkville Form-Based Districts.DRAFT10-21-2 Districts Yorkville Downtown Overlay District Form-Based Code14DRAFTThis page left blank intentionally. Building Types by Districts Districts S1: Bridge StreetS2: Hydraulic StreetS3: Van Emmon StreetS4: ‘B’ StreetS5: ‘B’ Street - ResidentialBuilding TypesDowntown Commercial 4 4 4 4 Downtown Living 4 4 4 Cottage Commercial 4 4 4 4 Civic Building 0 0 0 0 0 Attached Building 4 4 0 Yard Building 0 4 4 Permitted 0 Requires Permit / Review Tables define the regulations for each building type. Refer to 110-21-4B Explanation of Building Type Tables Graphics related to the tables on the left. Graphics typically represent one example of building type standards Intent of the Building Type. One Building Type per Spread of Two Pages Villa Park TOD Overlay DRAFT25.2 Building Types (D) General Stoop Building 1. Description & Intent The General Stoop Building Type is limited in terms of uses by the district within which it is located, generally housing office and/or residential uses. Similar to the Storefront Building, the General Stoop building is intended to built close to the front and corner property lines allowing easy access to passing pedestrians and transit riders. Parking may be provided in the rear of the lot, internally in the building, or, in some cases, one double loaded aisle of parking is permitted in the interior or the side yard at the front property line. 2. Regulations Regulations for the General Stoop Building Type are defined in the adjacent table. Notes: 3 If 18 feet or more in height, ground story shall count as two stories towards maximum building height. Permitted Districts TODResidential I TODResidential II (1) Building Siting Refer to Figure 25.2D (1) Multiple Principal Buildings not permitted not permitted Front Property Line Coverage 75%60% Occupation of Corner required required Front Build-to Zone 5’ to 10’ 10’ to 20’ Corner Build-to Zone 0’ to 10’ 5’ to 15’ Minimum Side Yard Setback 10’15’ Minimum Rear Yard Setback 40’ if adjacent to residential uses; otherwise, 5’. Minimum Lot WidthMaximum Lot Width nonenone Maximum Building Width none 120’ Maximum Impervious CoverageAdditional Semi-Pervious Coverage 70%20%65%20% Parking & Loading Location rear yard; ; garage access permitted off rear facade. Side facade garage access requires review by Plan Commission. Vehicular Access Alley; if no alley exists, 1 driveway permitted per street frontage (2) Height Refer to Figure 25.2D (2) Minimum Overall Height 2 stories 2 stories Maximum Overall Height 6 stories; 8 stories through review by Plan Commission. 4 stories All Stories: Minimum Height Maximum Height 9’14’ (3) Uses Refer to Figure All Stories Any permitted use. Refer to Article 10. Parking within Building Permitted fully in any basement and in rear of upper  oors Occupied Space 30’ deep on all full  oors from the front facade (4) Street & Civic Space Facade Requirements Refer to Figure 25.2D (3) Minimum TransparencyAll Stories 15%15% Blank Wall Limitations Required per  oor Front Facade Entrance Type Stoop, Porch Principal Entrance Location Front Facade Number of Street Entrances Minimum 1 for every 150’ or less of facade Minimum 1 for every 100’ or less of facade Vertical Facade Divisions Every 50’ of facade width None Horizontal Facade Divisions Within 3’ of the top of the ground story and any visible basement (5) Roof Type Requirements Refer to Figure 25.2D (3) Permitted Roof Types parapet, pitched,  at parapet, pitched Tower permitted not permitted b g i c a d h f e u o l m q j k p r s t v DRAFT August 8, 2012DRAFT25.2 Building Types Figure 25.2D (2): Height & Use Requirements Front Property Line Rear Property Line Corner Side Property LineSecondary StreetPrimary Street Side Property LineAlley Figure 25.2D (1): Building Siting Figure 25.2D (3): Street & Civic Space Facade Requirements Typical Site Plan b g i c a d h f e Front Property Linestreet q n p n p n p n lj k p n p u t r r r r v r r r r r r r r q qDRAFT Table 10-21-4A (1). Permitted Building Types by District Figure 10-21-4A (1). Representative Building Types Spread. principal structure. ii. Detached accessory structures are allowed per each Building Type and shall comply with all setbacks except the following: (i) Detached accessory structures are not permitted in the front yard. (ii) Detached accessory structures shall be located behind the principal structure in the rear yard. (iii) Detached accessory structures shall not exceed the height of the principal structure. 2. Page Layout. Document pages are laid out to provide the maximum amount of information for each building type on one spread of two pages. Refer to Figure 10-21-4A (1) for a typical Building Type layout page. (a) Tables. Refer to 10-21-4B for further information on each Table. (b) Graphics typically represent one example of a building that could be developed utilizing the standards for that building type. Graphics are provided to illustrate general intent. In all cases, tables and text supercede graphic representations. 4.0 Building Types A. Introduction to Building Type Standards The buildings detailed in this section outline the Building Types permitted for new construction and renovated structures within the Districts defined in Section 10-21-2. 1. General. All Building Types shall meet the following requirements to achieve the intents defined for the districts. (a) Zoning Districts. Each Building Type shall be constructed only within its designated districts. Refer to Table 10-21-4A (1) Permitted Building Types by Districts. (b) Uses. Each Building Type can house a variety of uses depending on the district in which it is located. Refer to 15.3 for uses permitted per district. Some Building Types have additional limitations on permitted uses. (c) No Other Building Types. All buildings constructed shall meet the standards of one of the Building Types within the zoning district of the lot. (d) Permanent Structures. All buildings constructed shall be permanent construction without a chassis, hitch, or wheels, or other features that would make the structure mobile, unless otherwise noted. (e) Accessory Structures. i. Attached accessory structures are considered part of the 10-21-4 Building Types DRAFT May 2018 15 Yorkville Downtown Overlay District Form-Based Code16 Permitted Districts District A District B (a) Building Siting Multiple Principal Buildings Not permitted Not permitted Minimum Front Lot Line Coverage 95% 65% Occupation of Corner Required Required Front Build-to Zone 0’ to 20’ 1 5’ to 20’ 1 Corner Build-to Zone 0’ to 5’0’ to 10’ Minimum Side Yard Setback 0’5’ Minimum Rear Yard Setback 5’; 25’ if located adjacent to residential Minimum Lot Width Maximum Building Width 30’ none 30’ none Maximum Impervious Coverage Additional Semi-Pervious Coverage 75% 3 25% 65% 3 15% Parking & Loading Location Rear yard Rear yard Entry for Parking within Building Rear & Side Facades Vehicular Access Alley; if no alley exists, 1 driveway per street frontage Width of Principal Building Width of Front Build-to Zone (BTZ) (minus driveway width) Building Footprint Width of Principal Building Width of Front Build-to Zone (BTZ) Building FootprintDRAFTTable 10-21-4B (1). Example Building Siting Requirements Table from a Typical Building Type. Figure 10-21-4B (1). Measuring Front Lot Line Coverage EXAM P L E 10-21-4 Building Types B. Explanation of Building Type Table Standards The following explains and further defines the standards outlined on the tables for each Building Type, refer to 10-21-4C through 10-21-4H. 1. Building Siting. The following explains the line item requirements for each Building Type Table within the first section entitled “Building Siting”. Table 10-21-4B (1), right, illustrates an example of a Building Siting Table from a typical Building Type. (a) Multiple Principal Structures. The allowance of more than one principal structure on a lot. (b) Minimum Front Lot Line Coverage. Refer to Figure 10-21- 4B (1). Measuring Front Lot Line Coverage. Measurement defining the minimum percentage of street wall or building facade along the street. The width of the principal structure(s) (as measured within the front build-to zone) shall be divided by the maximum width of the front build-to zone (BTZ). i. Certain buildings have this number set to also allow the development of a courtyard along the front lot line. ii. Some frontage types allow side yard parking to be exempted from the front lot line coverage calculation. If such an exemption is permitted, the width of up to one double loaded aisle of parking, located with the drive perpendicular to the street and including adjacent sidewalks and landscaping, may be exempted, to a set maximum in feet. iii. When driveway is located at the front lot line (refer to 15.4.B(1)(n)) and a side yard parking is not utilized (per 15.4.B(1)(b)(ii), above), a driveway width of 20’ may be deducted from the width of the BTZ and is not included in the calculation of the minimum front lot line. (c) Occupation of Corner. Occupying the intersection of the front and corner build-to zones with a principal structure. (d) Front Build-to Zone. The build-to zone or setback parallel to the front lot line. Building components, such as awnings or signage, are permitted to encroach beyond the build-to zone. i. All build-to zone and setback areas not covered by building shall contain either landscape, patio space, or sidewalk space. Refer to 15.5C2. (e) Corner Build-to Zone. The build-to zone or setback parallel to the corner side property line. i. All build-to zone and setback areas not covered by building shall contain either landscape, patio space, or sidewalk space. Refer to 15.5C. (f) Minimum Side Yard Setback. The minimum required setback along a side property line. i. All build-to zone and setback areas not covered by building shall contain either landscape, patio space, or sidewalk space. Refer to 15.5C. (g) Minimum Rear Yard Setback. The minimum required setback along a rear property line. i. All build-to zone and setback areas not covered by building shall contain either landscape, patio space, or sidewalk space. Refer to 15.5C. (h) Minimum Lot Width. The minimum width of a lot, measured at the front lot line. Permitted Districts District A District B (b) Height Minimum Overall Height 2 stories 2 story Maximum Overall Height 5 stories 5 stories Ground Story: Minimum Height Maximum Height 14’ 18’ 14’ 18’ Upper Stories: Minimum Height Maximum Height 9’ 12’ 9’ 12’ Maximum Impervious Coverage = Building Coverage + Impervious Surfaces Corner Property LineFront Lot Line Building Footprint Parking Grade. Ground Story Upper Story Roof Type Bottom of Parapet Eave Height Grade Ground Story Upper Story Roof Type DRAFTTable 10-21-4B (2). Example Height Requirements Table from a Typical Building Type. Figure 10-21-4B (2). Maximum Impervious & Additional Semi-Pervious Coverage. Figure 10-21-4B (3). Measuring Height EXAMPLE 10-21-4 Building Types (i) Maximum Building Width. The maximum width of a building, measured across the front facade. (j) Maximum Impervious Coverage. (Refer to Figure 10-21-4B (2), Maximum Impervious & Additional Semi-Impervious Coverage). The maximum percentage of a lot permitted to be covered by principal structures, accessory structures, pavement, and other impervious surfaces. (k) Additional Semi-Pervious Coverage. The additional percentage of a lot beyond the Maximum Impervious Coverage, which may be surfaced in a semi-pervious material, including a green roof or pavers. (l) Parking & Loading Location. The yard in which a surface parking lot, detached garage, attached garage door access, loading and unloading, and associated drive is permitted. (m) Entry for Parking within Building. Permitted garage door location for parking entrance when parking is located within building. (n) Vehicular Access. The permitted means of vehicular ingress and egress to the lot. i. Alleys, when present, shall always be the primary means of access. ii. When alleys are not present, a driveway may be permitted per Building Type and, if an alternative is available, shall not be located off a Primary Street. 2. Height. The following explains the line item requirements for each Building Type Table within the second section entitled “Height”. Table 10-21-4B (2), right, illustrates an example of a Height Requirements Table from a typical Building Type. (a) Minimum Height (in Stories). The minimum overall height for the building shall be located within the build-to zone; stories above the minimum height may be stepped back from the facade. (b) Maximum Height (in Stories). The sum of a building’s total number of stories. i. Half stories are located either completely within the roof structure with street-facing windows or in a visible basement exposed a maximum of one half story above grade. ii. A building incorporating both a half story within the roof and a visible basement shall count the height of the two half stories as one full story. iii. Some Building Types require a building facade to step back as its height increases. The upper stories of any building facade with street frontage shall be setback a designated amount beyond the building facade of the DRAFT May 2018 17 Yorkville Downtown Overlay District Form-Based Code18 Permitted Districts District A District B (c) Uses Ground Story Per Section 15.3 Uses Upper Story Per Section 15.3 Uses Parking within Building Permitted fully in any basement and in rear of upper floors Occupied Space 30’ deep on all full height floors from the front facade Permitted Districts District A District B (d) Street Facade Requirements Minimum Ground Story Transparency Measured between 2’ and 8’ above grade 65% 65% Minimum Transparency Upper Stories 20%20% Blank Wall Limitations Required per floor Front Facade Entrance Type Storefront, Arcade Principal Entrance Location Front or Corner Facades Number of Street Entrances Minimum 1 for every 50’ or less of facade Ground Story Vertical Divisions One per every 30’ of facade width Horizontal Facade Divisions Within 3’ of the top of the ground story and the bottom of any fifth floor Facade Variety Required Refer to 15.4B.4(h) for requirements. Every 80’ of facade widthDRAFT Table 10-21-4B (4). Example Street Facade Requirements Table from a Typical Building Type. Table 10-21-4B (3). Example Uses Table from a Typical Building Type. EXAMPLE EXAMPLE 10-21-4 Building Types lower stories. iv. Floors within the building shall be visibly designated on the street facades by the use of expression lines or the layout of the windows. (c) Ground Story and Upper Story, Minimum and Maximum Height. (Refer to Figure 10-21-4B (3). Measuring Height). Each frontage type includes a permitted range of height in feet for each story. Additional information is as follows: i. Floor height is measured in feet between the floor of a story to the floor of the story above it. ii. For single story buildings and the uppermost story of a multiple story building, floor to floor height shall be measured from the floor of the story to the tallest point of the ceiling. iii. Double height spaces may be located along any non- street facade or in the entrance way to the building. The entrance way shall not exceed 50 percent of the street facade. 3. Uses. The following explains the line item requirements for each Building Type Table within the third section entitled “Uses.” Refer to 10-21-3 for uses permitted within each Zoning District. The requirements in this section of the Building Type Tables may limit those uses within a specific Building Type. Table 10-21-4B (3), right, illustrates an example of the Uses table from a typical Building Type. (a) Ground and Upper Story. The uses or category of uses which may occupy the ground and/or upper story of a building. (b) Parking Within Building. The area(s) of a building in which parking is permitted within the structure. (c) Occupied Space. The area(s) of a building that shall be designed as occupied space, defined as interior building space regularly occupied by the building users. It does not include storage areas, utility space, or parking. 4. Street Facade Requirements. The following explains the line item requirements for each Building Type Table within the fourth section entitled “Street Facade Requirements.” These requirements apply only to facades facing a public or private street right-of-way. The rear or interior side yard facades are not required to meet these standards unless otherwise stated. Table 10-21-4B (4), right, illustrates an example of a Street Facade Requirements Table from a typical Building Type. (a) Minimum Ground Story and Upper Floor Transparency. (Refer to Figure 15.4B (5), Measuring Transparency per Facade). The minimum amount of transparency on street facades with street frontage. i. Transparency is any glass in windows and/or doors, including any mullions, that is highly transparent with low reflectance. (i) Ground Story Transparency, when defined separately from the overall minimum transparency, shall be measured between two feet and eight feet from the average grade at the base of the front facade. (ii) A general Minimum Transparency requirement shall be measured from floor to floor of each story. (b) Blank Wall Limitations. A restriction of the amount of windowless area permitted on a facade with street frontage. If required, the following shall both be met for each story: i. No rectangular area greater than 30% of a story’s facade, as measured from floor to floor, may be windowless; and ii. No horizontal segment of a story’s facade greater than 15 feet in width may be windowless. 5. Entrance Type. (a) Front Facade Entrance Type. The Entrance Type(s) permitted for the entrance(s) of a given Building Type. A mix of permitted Measuring Ground Floor Transparency on a Storefront base. Measure percent of Ground Story Storefront Transparency between two and eight feet from the sidewalk Area of Each Story. One Story. Each Window Opening Blank Wall Limitations.DRAFTFigure 10-21-4B (5). Measuring Transparency.Figure 10-21-4B (4). Building Variety. EXAMPLE 10-21-4 Building Types Entrance Types may be utilized. Refer to 10-21-4I Entrance Types for definition of and additional requirements for each (b) Principal Entrance Location. The facade on which the primary building entrance is to be located. (c) Number of Street Entrances. The minimum number of and maximum spacing between entrances on the ground floor building facade with street frontage. (d) Ground Story Vertical Divisions. The use of a vertically oriented expression line or form to divide the ground floor facade into increments no greater than the dimension shown, as measured along the base of the facade, and extending a minimum of 80% from the average grade of the facade elevation to the interior ceiling. Elements may include a column, pilaster, or other continuous vertical ornamentation. (e) Horizontal Facade Divisions. The use of a horizontally oriented expression line or form to divide portions of the facade into horizontal divisions, extending a minimum of 90% of the full width of the facade. Elements may include a cornice, belt course, molding, string courses, or other continuous horizontal ornamentation a minimum of one and a half inch depth. (f) Facade Variety Requirements. Building design shall vary between designated vertical facade divisions, where required per the Building Type, and from adjacent buildings by the type of dominant material or color, scale, or orientation of that material and at least two of the following. Refer to Figure 10- 21-4B (5) for one illustration of this requirement. i. The proportion of recesses and projections. ii. The location of the entrance and window placement, unless storefronts are utilized. iii. Roof type, plane, or material, unless otherwise stated in the Building Type requirements. 6. Roof Type. The following explains the line item requirements for each Building Type Table in Sections 10-21-4C through 10-21-4H, within the fifth section entitled “Roof Types.” Table 10-21-4B (5), right, illustrates an example of a Roof Type Requirements Table from a typical Building Type. (a) Permitted Roof Type. The roof type(s) permitted for a given Building Type. Refer to 10-21-4J Roof Types for more specific requirements. (b) Tower. A vertical building extension that may be permitted in conjunction with another roof type on certain Building Types. Refer to 10-21-4J Roof Types. DRAFT May 2018 19 Table 10-21-4B (5). Example Roof Type Requirements Table from a Typical Building Type. Measuring Transparency on Each Story. Permitted Districts District A District B (e) Roof Type Requirements Permitted Roof Types Parapet, Pitched, Flat Tower Permitted Yorkville Downtown Overlay District Form-Based Code20 Permitted Districts S 1: Bridge Street S 2: Hydraulic Street S 3: Van Emmon Street S 4: ‘B’ Street (a) Building Siting Refer to Figures 10-21-4C (1) and 10-21-4C-(2). Multiple Principal Buildings Permitted 1 Minimum Front Lot Line Coverage 95% 90%90%65% Occupation of Corner Required Required Required Required Front Build-to Zone 0’ to 20’ 2 0’ to 5’0’ to 5’0’ to 10’ Corner Build-to Zone 0’ to 5’0’ to 10’0’ to 10’0’ to 10’ Minimum Side Yard Setback 0’; 5’ if adjacent to other Building Type 5’ Minimum Rear Yard Setback 5’; 25’ if located adjacent to residential 3 Minimum Lot Width Maximum Building Width none none 16’ none 16’ none 16’ none Maximum Impervious Coverage Additional Semi-Pervious Coverage 95% 4 5% 80% 4 20% 80% 4 20% Parking & Loading Location Rear yard; existing developed sites require no additional parking spaces and/ or loading facilities Rear Yard & Side Yard 5 Rear yard, Side Yard Entry for Parking within Building Rear & Side Facades All Sides Vehicular Access none Alley; if no alley exists, 1 driveway per every 80’ of frontage is permitted off non-Primary street; if no side street, 1 driveway permitted off Primary Street; shared access is encouraged. (b) Height Refer to Figure 10-21-4C (3) Minimum Overall Height 2 stories 1 story 1 story 1 story Maximum Overall Height 6 stories 4 stories 4 stories 4 stories Ground Story: Minimum Height Maximum Height 14’ 18’ 6 12’ 18’ 6 12’ 24’ 6 12’ 24’ 6 Upper Stories: Minimum Height Maximum Height 9’ 12’ 9’ 12’ 9’ 12’ 9’ 12’ (c) Uses Refer to Figure 10-21-4C (3) Ground Story Per Section 15.3 Uses Upper Story Per Section 15.3 Uses Parking within Building Permitted fully in any basement and in rear of upper floors Occupied Space 30’ deep on all full height floors from the front facade (d) Street Facade Requirements Refer to Figure 15.4C (4). Minimum Ground Story Transparency Measured between 2’ and 8’ above grade 65% 50%50%30% Minimum Upper Story Transparency Street-Facing Stories 20%20%15%15% Front Facade Entrance Type Storefront, Elevated Storefront (permitted only on parcels in flood hazard areas per Section 18 of the City’s Code of Ordinances) Principal Entrance Location Front or Corner Facades Number of Street Entrances Minimum 1 for every 30’ or less of facade Minimum 1 for every 50’ or less of facade Minimum 1 for every 80’ or less of facade Ground Story Vertical Divisions One per every 20-40’ of facade width Horizontal Facade Divisions Within 3’ of the top of the ground story and the bottom of any fifth floor Within 3’ of the top of the ground story Facade Variety Required Refer to 15.4B.4(h) for requirements. Every 80’ of facade width Every 100’ of facade width (e) Roof Type Requirements Refer to Figure 10-21-4C (4). Permitted Roof Types Parapet, Pitched, Flat Tower PermittedDRAFT10-21-4 Building Types C. Downtown Commercial Building. 1. Description & Intent. The Main Street Building is a mixed use building located at the front and corner property lines allowing easy access to passing pedestrians. Parking may be provided in the rear of the lot, internally in the building, or, in some cases, no off-street parking is required. Storefronts with large amounts of transparency and regularly spaced entrances off the street are utilized on the ground floor front facade. Ground floor uses are limited to those with high levels of pedestrian activity, such as retail, service, and office uses, with additional commercial, office, and/or residential uses in the upper stories. 2. Regulations. Regulations for the Main Street Building Type are defined in the adjacent table. Notes: 1 Each building shall meet all requirements of the Building Type. 2 Where the distance from back of curb to edge of sidewalk is less than 10 feet, a 5’ to 20’ Build-to Zone is required. 3 If located adjacent to flood hazard area, refer to requirements of Section 18. 4 Maximum Impervious Coverage shall be applied only to all non-flood hazard areas. Refer to Section 18 of the City’s Code of Ordinances for all flood hazard areas. 5 Lots wider than 100 feet are permitted one double-loaded aisle of parking (maximum width of 70 feet), located perpendicular to the front lot line and shall meet a Front Lot Line Coverage of 60%. 6 18’ or more in height counts as two stories towards maximum building height. b g i c a d h f e u o n m l q j k p r s t v MAIN STREET Front Property Line Rear Property Line Corner Side Property LineNon-Primary StreetPrimary Street Side Property Lineb g g i c c a a d h h f f e e Figure 10-21-4C (1): Building Siting. street u street Front Lot Lineo o o o nl m q j k p p p p p p r r s s s s s s ss ss ss t v h Front Property Line Rear Property Line Corner Side Property LineNon-Primary StreetPrimary Street Typical Site Plan.Site Plan with side parking (DT 2, DT 3, and DT3 only). PRINCIPAL BUILDING PRINCIPAL BUILDING b i d h i Side Property LineFigure 10-21-4C (2): Building Siting.DRAFTFigure 10-21-4C (3): Height & Use Requirements.Figure 10-21-4C (4): Street Facade Requirements. 10-21-4 Building Types DRAFT May 2018 21 Yorkville Downtown Overlay District Form-Based Code22 Permitted Districts S 2: Hydraulic Street S 3: Van Emmon Street S 4: ‘B’ Street (a) Building Siting Refer to Figure 15.4D (1) Multiple Principal Buildings Permitted 1 Minimum Front Lot Line Coverage 75% 75% 50% Occupation of Corner Required Required Required Front Build-to Zone 5’ to 15’5’ to 15’5’ to 20’ Corner Build-to Zone 0’ to 10’0’ to 10’5’ to 20’ Minimum Side Yard Setback 5’5’10’ Minimum Rear Yard Setback 5’; 25’ if located adjacent to residential 2 Minimum Lot Width Maximum Building Width 16’ none Maximum Impervious Coverage Additional Semi-Pervious Coverage 65% 3 20% 75% 3 20% 65% 2 20% Parking & Loading Location Rear yard 4, Side Yard Entry for Parking within Building Rear & Side Facades Vehicular Access Alley; if no alley exists, 1 driveway per every 80’ of frontage is permitted off non-Primary street; if no side street, 1 driveway permitted off Primary Street; shared access is encouraged. (b) Height Refer to Figure 15.4D (2) Minimum Overall Height 1 story Maximum Overall Height 5 stories All Stories: Minimum Height Maximum Height 9’ 14’ (c) Uses Refer to Figure Figure 15.4D (2) All Stories Per Section 15.3 Uses Parking within Building Permitted fully in any basement and in rear of upper floors Occupied Space 30’ deep on all full height floors from the front facade (d) Street Facade Requirements Refer to Figure 15.4D (3) Minimum Transparency Per each Story 20% Front Facade Entrance Type Stoop, Porch Principal Entrance Location Front facade or corner facade Number of Street Entrances Minimum 1 for every 100’ or less of facade Ground Story Vertical Divisions Every 60’ of facade width Horizontal Facade Divisions Within 3’ of the top of the ground story and any visible basement Facade Variety Required Refer to 15.4B.4(h) for requirements. Every 100’ of facade width (e) Roof Type Requirements Refer to Figure 15.4D (3) Permitted Roof Types Parapet, pitched, flat Tower Permitted Res allowed in gf DRAFT10-21-4 Building Types D. Downtown Living Building. 1. Description & Intent. The Downtown Living Building Type is limited in terms of uses by the district within which it is located, generally housing office and/ or residential uses. Similar to the Main Street Building, the Downtown Living building is intended to be built close to the front and corner property lines, but generally allows for more landscape space between the building and the street. Parking may be provided in the rear of the lot, internally in the building, or, in some cases, one double loaded aisle of parking is permitted in the interior or the side yard at the front lot line. 2. Regulations. Regulations for the Downtown Living Building Type are defined in the adjacent table. Notes: 1 Each building shall meet all requirements of the Building Type. 2 If located adjacent to flood hazard area, refer to requirements of Section 18. 3 Maximum Impervious Coverage shall be applied only to all non-flood hazard areas. Refer to Section 18 of the City’s Code of Ordinances for all flood hazard areas. 4 Lots wider than 100 feet are permitted one double-loaded aisle of parking (maximum width of 70 feet), located perpendicular to the front lot line and shall meet a Front Lot Line Coverage of 60%. b g i c a d h f e n l q j k p r t m o s Front Property Line Rear Property Line Corner Side Property LineNon-Primary StreetPrimary Street Side Property LineFigure 10-21-4D (1): Building Siting. Typical Site Plan. b g i c a d h f e Front Property Linestreet k j q l pp p r s t n p n p n o n m n h b g c a d h f e h iFront Property Line Rear Property Line Corner Side Property LineNon-Primary StreetPrimary Street Side Property LineSite Plan with side parking (DT 2 and DT 3 only). m m m m ppp ppp ppp street PRINCIPAL BUILDING PRINCIPAL BUILDING Figure 10-21-4D (2): Building Siting.DRAFT10-21-4 Building Types DRAFT May 2018 23 Figure 10-21-4D (3): Height & Use Requirements.Figure 10-21-4D (4): Street Facade Requirements. Yorkville Downtown Overlay District Form-Based Code24 Permitted Districts S 1: Bridge Street S 2: Hydraulic Street S 3: Van Emmon Street S 4: ‘B’ Street (a) Building Siting Refer to Figure 15.4E (1) Multiple Principal Buildings Refer to District Street Details Minimum Front Lot Line Coverage 85%85% Occupation of Corner Required Front Build-to Zone 5’ to 20’10’ to 25’ Corner Build-to Zone 5’ to 10’10’ to 25’10’ to 25’5’ to 15’ Minimum Side Yard Setback 10’15’15’15’ Minimum Rear Yard Setback 25’ 2 Minimum Lot Width Maximum Building Width 30’ 50’ Maximum Impervious Coverage Additional Semi-Pervious Coverage 70% 3 15% 70% 3 15% 60% 3 15% 60% 3 15% Parking & Loading Location rear yard 4 Entry for Parking within Building Not Permitted on Primary Street Vehicular Access Alley; if no alley exists, 1 driveway permitted off non-Primary street; if no side street, 1 driveway permitted off Primary Street; shared access is encouraged. (b) Height Refer to Figure 15.4E (2) Minimum Overall Height none Maximum Overall Height 3 stories Minimum Ground Story Height 9’ (c) Uses Refer to Figure 15.4E (2) Ground Story Per Section 15.3 Uses Permitted & Special Uses in the Civic, Retail, Service, & Office Categories (refer to Section 15.3) Upper Stories Per Section 15.3 Uses Per Section 15.3 Uses Parking within Building Not Permitted on Primary Street Occupied Space 25’ deep on all full height floors from the front facade (d) Street Facade Requirements Refer to Figure 15.4E (3) Minimum Ground Story Transparency Measured between 2’ and 8’ above grade 50% 40%40%40% Minimum Transparency Upper Stories 15% Blank Wall Limitations Required per floor Front Facade Entrance Type Storefront, Elevated Storefront (permitted only on parcels in flood hazard areas per Section 18 of the City’s Code of Ordinances), Stoop, Porch Principal Entrance Location Front or corner side facade Number of Street Entrances Minimum 1 per Building Ground Story Vertical Divisions Not required Horizontal Facade Divisions Within 3’ of the top of any visible basement Facade Variety Required Refer to 15.4B.4(h) for requirements. Between adjacent buildings (e) Roof Type Requirements Refer to Figure 15.4E (3) Permitted Roof Types pitched Tower PermittedDRAFT10-21-4 Building Types E. Cottage Commercial Building 1. Description & Intent. The Cottage Commercial Building combines characteristics of the Main Street Building Type with physical characteristics of a residential cottage, such as a pitched roof and a front stoop or porch. This lower-scale building has a pedestrian-friendly storefront, stoop, or porch entrance type with moderate transparency and a primary entrance that faces the street. Constructed with Setbacks similar to a residential cottage, this building typically has more landscape area than the Main Street Building Types. Parking is permitted in the rear of the lot or a side aisle (with conditions). The Cottage Commercial Building may contain a mix of uses, including retail, service, and office uses on the ground floor, with residential uses on upper floors. 2. Regulations. Regulations for the Cottage Commercial building type are defined in the adjacent table. Notes: 1 Each building shall meet all requirements of the Building Type. 2 If located adjacent to flood hazard area, refer to requirements of Section 18. 3 Maximum Impervious Coverage shall be applied only to all non-flood hazard areas. Refer to Section 18 of the City’s Code of Ordinances for all flood hazard areas. 4 Lots wider than 80 feet are permitted one single-loaded aisle of parking (maximum width of 40 feet), located perpendicular to the front lot line, and shall meet a Front Lot Line Coverage of 50%. b g i c a d h f e u o n m l q j k p r s t Rear Property Line Corner Side Property LineNon-Primary StreetPrimary Street Side Property Lineb i c a d h f e e a f g h i d streetstreet l k j m p o r ron s q t Front Property Line h h g Front Property Linen n o o ruPRINCIPAL BUILDINGPRINCIPAL BUILDINGDRAFTFigure 10-21-4E (2) Height & Use Requirements.Figure 10-21-4E (3). Street Facade Requirements. Figure 10-21-4E (1). Building Siting. 10-21-4 Building Types DRAFT May 2018 25 Yorkville Downtown Overlay District Form-Based Code26 Permitted Districts S 1: Bridge Street S 2: Hydraulic Street S 3: Van Emmon Street S 4: ‘B’ Street S 5: ‘B’ Street Residential (a) Building Siting Refer to Figure 15.4F (1). Multiple Principal Buildings Refer to District Street Details Minimum Front Lot Line Coverage Refer to District Street Details Occupation of Corner Required Front Setback 0’ to 5’0’ to 10’0’ to 10’0’ to 10’0’ to 15’ Corner Setback 5’10’10’10’15’ Minimum Side Yard Setback 5’5’10’10’10’ Minimum Rear Yard Setback 5’; 25’ if located adjacent to residential 1 Minimum Lot Width Maximum Building Width 30’ none 60’ none Maximum Impervious Coverage Additional Semi-Pervious Coverage 70% 2 20% 70% 2 20% 70% 2 10% 70% 2 10% 50% 2 20% Parking & Loading Location Rear yard 3 Entry for Parking within Building Rear & Side Facades Vehicular Access none Alley; if no alley exists, 1 driveway is permitted per street frontage (b) Height Refer to Figure 15.4F (2). Minimum Overall Height 1 story 1 story 1 story 1 story 1 story Maximum Overall Height 6 stories 5 stories 5 stories 3 stories 3 stories Ground Story: Minimum Height Maximum Height 14’ 18’ 4 14’ 24’ 4 9’ 24’ 4 9’ 24’ 4 9’ 12’ Upper Stories: Minimum Height Maximum Height 9’ 14’ 9’ 14’ 9’ 14’ 9’ 14’ 9’ 12’ (c) Uses Refer to Figure 15.4F(2) All Stories Limited to uses in the Civic category and Entertainment Uses by Special Use. Refer to 15.3 Uses. Parking within Building Permitted fully in any basement and in rear of upper floors Occupied Space 30’ deep on all full height floors from the front facade (d) Street Facade Requirements Refer to Figure 15.4F (3). Minimum Transparency Per each Story 12%12%12%12%12% Blank Wall Limitations None Front Facade Entrance Type Stoop, Storefront Stoop Stoop Principal Entrance Location Front or corner Facade Number of Street Entrances 1 per each 150’ of front facade Ground Story Vertical Divisions none required Horizontal Facade Divisions none required Facade Variety Required Refer to 15.4B.4(h) for requirements. none required (e) Roof Type Requirements Refer to Figure 15.4F (3). Permitted Roof Types Parapet, Pitched, Flat, Other Roofs with approval per 15.4.J(1)(d)Pitched Tower Permitted facade ht before setback on Bridge St = 3 stories Porch Facade Entrance type?DRAFT10-21-4 Building Types F. Civic Building. 1. Description & Intent. The Civic Building Type is a more flexible Building Type intended only for civic and institutional types of uses. These buildings are distinctive within the community fabric created by the other Building Types. Parking is limited to the rear in most cases. The maximum heights of this Building Type depend on the district within which it is located. 2. Regulations. Regulations for the Civic Building Type are defined in the adjacent table. Notes: 1 If located adjacent to flood hazard area, refer to requirements of Section 18. 2 Maximum Impervious Coverage shall be applied only to all non-flood hazard areas. Refer to Section 18 of the City’s Code of Ordinances for all flood hazard areas. 3 Lots wider than 100 feet are permitted one double-loaded aisle of parking (maximum width of 70 feet), located perpendicular to the front lot line. 4 18’ or more in height counts as two stories towards maximum building height. b g i c d h f e s n m l q j k p r o a street Front Lot Line Rear Property Line Corner Property LineStreetStreet Side Property Lineb g c d f e m n l o j k p street s r a f i h Front Property Linel l l l m m m o o o o o o o o o o o o o o q PRINCIPAL BUILDING DRAFTFigure 10-21-4F (2). Height & Use Requirements.Figure 10-21-4F (3). Street Facade Requirements. Figure 10-21-4F (1). Building Siting. 10-21-4 Building Types DRAFT May 2018 27 Yorkville Downtown Overlay District Form-Based Code28 Permitted Districts S 3: Van Emmon Street S 4: ‘B’ Street S 5: ‘B’ Street Residential (a) Building Siting Refer to Figure 15.4G (1) Multiple Principal Buildings Permitted 1 Minimum Front Lot Line Coverage 75% 2 65% 2 Occupation of Corner Required Required Required Front Build-to Zone 10’ to 20’15’ to 20’15’ to 25’ Corner Build-to Zone 5’ to 10’10’ to 15’ Minimum Side Yard Setback 0’ per unit; 10’ between buildings’ 0’ per unit; 15’ between buildings’ Minimum Rear Yard Setback 15’, if alley present 5’ 3 20’, if alley present 5’ 3 Minimum Unit Width Maximum Building Width 16’ per unit Maximum 8 units per building 16’ per unit Maximum 6 units per building; maximum 120’ width 18’ per unit Maximum 6 units per building; maximum 120’ width Maximum Impervious Coverage Additional Semi-Pervious Coverage 65% 4 20% 60% 4 20% 50% 4 20% Parking & Garage Location Rear yard; attached garages access off rear facade only. 5 Vehicular Access Alley; if no alley exists, one driveway is permitted per building (b) Height Refer to Figure 15.4G (2) Minimum Overall Height 1 story Maximum Overall Height 4 stories 3.5 stories 3.5 stories Minimum Ground Floor Height:9’ (c) Uses Refer to Figure 15.4G (2). All Stories Residential only Parking within Building Permitted fully in any basement and in rear of upper floors Occupied Space 30’ deep on all full height floors from the front facade (d) Street Facade Requirements Refer to Figure 15.4G (3) Minimum Transparency per each Story 15%12% Front Facade Entrance Type Stoop, Porch Principal Entrance Location Front or Corner Side Facade Number of Street Entrances 1 per unit Ground Story Vertical Divisions none required Horizontal Facade Divisions none required Facade Variety Required Refer to 15.4B.4(h) for requirements. Between adjacent buildings (e) Roof Type Requirements Refer to Figure 15.4G (3) Permitted Roof Types Parapet, Pitched, Flat Tower One permitted per buildingDRAFTG. Attached Building. 1. Description & Intent. The Attached Building is a building comprised of multiple vertical units, each with its own entrance to the street. This Building Type may be organized as townhouses or rowhouses. Parking is required to be located in the rear yard and may be incorporated either into a detached garage or in an attached garaged accessed from the rear of the building. However, when the garage is located within the building, a minimum level of occupied space is required on the front facade to ensure that the street facade is active. 2. Regulations. Regulations for the Attached Building Type are defined in the adjacent table. Notes: 1 For the purposes of the Attached Building, a building consists of a series of units. When permitted, multiple buildings may be located on a lot within the minimum space between them. However, each building shall meet all requirements of the Building Type. 2 Each building shall meet the front lot line coverage requirement, except one of every five units may front a courtyard with a minimum width of 30 feet. The courtyard shall be defined on three sides by units. 3 If located adjacent to flood hazard area, refer to requirements of Section 18. 4 Maximum Impervious Coverage shall be applied only to all non-flood hazard areas. Refer to Section 18 of the City’s Code of Ordinances for all flood hazard areas. 5 Attached garages are considered part of the principal building and shall meet all setbacks. Detached garages shall meet all setbacks unless an alley is present. When an alley is present, detached garages shall have a minimum rear setback of 5’. 10-21-4 Building Types b g i c a d h f e s n l q j k p r m o Front Lot Line Rear Property Line Corner Property LineStreetStreet Side Property LineAlley Rowhouse Front Lot Line Rear Property Line Corner Property LineStreetStreet Side Property LineAlley street Site Plan without Rear Yard Site Plan with Rear Yard b b g i i c c a a d d h h f f e e r rm m m m l o j k n n p pp p p pp p p q s street g PRINCIPAL BUILDINGPRINCIPAL BUILDING unitunitunitunitunitunitunitunitunitunitunitunitunitunitpDRAFT Figure 10-21-4G (3): Height & Use Requirements.Figure 10-21-4G (4): Street Facade Requirements. Figure 10-21-4G (1): Building Siting.Figure 10-21-4G (2): Building Siting. 10-21-4 Building Types DRAFT May 2018 29 Yorkville Downtown Overlay District Form-Based Code30 Permitted Districts S 4: ‘B’ Street S 5: ‘B’ Street Residential (a) Building Siting Refer to Figure 10-21-4H (1) Multiple Principal Buildings Permitted 1 Permitted 1 Minimum Front Lot Line Coverage 65% 2 40% Occupation of Corner Required Required Front Build-to Zone 10’ to 25’10’ to 25’ Corner Build-to Zone 10’ to 15’10’ to 15’ Minimum Side Yard Setback 5’7.5’ Minimum Rear Yard Setback 35’, if alley present 5’ 3 35’, if alley present 5’ 3 Minimum Lot Width Maximum Lot Width 30’ 50’ 30’ 70’ Maximum Impervious Coverage Additional Semi-Pervious Coverage 60% 4 20% 60% 4 20% Parking & Garage Location Rear yard; attached garages access off rear facade only. 5 Rear yard; attached garages access off rear facade only. 5 Vehicular Access Alley; if no alley exists, one driveway is permitted per building Alley; if no alley exists, one driveway is permitted per building (b) Height Refer to Figure 10-21-4H (2) Minimum Overall Height 1.5 stories 1.5 stories Maximum Overall Height 2.5 stories 3 stories All Stories: Minimum Height Maximum Height 9’ 14’ 9’ 14’ (c) Uses Refer to Figure 10-21-4H (2) All Stories Residential only Parking within Building Permitted Permitted Occupied Space 30’30’ (d) Street Facade Requirements Refer to Figure 10-21-44H (3) Minimum Transparency per each Story 15%12% Front Facade Entrance Type Stoop, porch Stoop, porch Principal Entrance Location Any Front or side facade Number of Street Entrances Any Any Ground Story Vertical Divisions None required Horizontal Facade Divisions None required Facade Variety Required Refer to 15.4B.4(h) for requirements. Between adjacent buildings (e) Roof Type Requirements Refer to Figure 10-21-44H (3) Permitted Roof Types Parapet, Pitched, Flat Pitched Tower Not permittedDRAFT10-21-4 Building Types H. Yard Building 1. Description & Intent. The Yard Building is a residential building, incorporating a landscaped yard surrounding all sides of the building. Parking and garages are limited to the rear only with preferred access from an alley. 2. Regulations. Regulations for the Yard Building Type are defined in the adjacent table. Notes 1 Each building shall meet all requirements of the Building Type. 2 When multiple buildings are located on a single lot, each building shall meet the front lot line coverage requirement, except one of every three buildings may front a courtyard with a minimum width of 30 feet. The courtyard shall be defined on three sides by units. 3 If located adjacent to flood hazard area, refer to requirements of Section 18. 4 Maximum Impervious Coverage shall be applied only to all non-flood hazard areas. Refer to Section 18 of the City’s Code of Ordinances for all flood hazard areas. 5 Attached garages are considered part of the principal building and shall meet all setbacks. Detached garages shall meet all setbacks unless an alley is present. When an alley is present, detached garages shall have a minimum rear setback of 5’. b g i c a d h f e n l q j k p r m o street Front Lot Line Rear Property Line Corner Property LineStreetStreet Side Property Linestreet b g g h i a d f e e q l l l l n m m o o oo o o o p r j k b c PRINCIPAL BUILDINGPRINCIPAL BUILDINGh DRAFTFigure 10-21-4H (2). Height and Use Requirements.Figure 10-21-4H (3). Street Facade Requirements. Figure 10-21-4H (1). Building Siting. 10-21-4 Building Types DRAFT May 2018 31 Yorkville Downtown Overlay District Form-Based Code32 Expression Line sidewalk Transparency Ground Story Elevation Entry Base Expression Line street sidewalk StorefrontBasementEntry Base Secondary Sidewalk Landscape Area or Visible Basement ramp down to grade DRAFTFigure 10-21-4I (1). Storefront Entrance Type.Figure 10-21-4I (2). Elevated Storefront Entrance Type. 10-21-4 Building Types I. Entrance Types Entrance type standards apply to the ground story and visible basement of front facades of all Building Types as defined in this Section. Refer to the Building Type Table Requirements, Sections 10-21-4C through 10-21-4H. 1. General. The following provisions apply to all entrance types. (a) Intent. To guide the design of the ground story of all buildings to relate appropriately to pedestrians on the street. Treatment of other portions of the building facades is detailed in each Building Type standard (refer to Building Types 10-21-4C through 10-21-4H). (b) Applicability. The entire ground story street-facing facade(s) of all buildings shall meet the requirements of at least one of the permitted entrance types, unless otherwise stated. (c) Measuring Transparency. Refer to 10-21-4B Explanation of Building Type Table Standards, for information on measuring building transparency. (d) Visible Basements. Visible basements, permitted by entrance type, are optional. The visible basement shall be a maximum of one-half the height of the tallest story. 2. Storefront Entrance Type. (Refer to Figure 10-21-4I (1)). The Storefront entrance type is a highly transparent ground story treatment designed to serve primarily as the display area and primary entrance for retail or service uses. (a) Transparency. Minimum transparency is required per Building Type. (b) Elevation. Storefront elevation shall be between zero and one foot above street sidewalk. (c) Visible Basement. A visible basement is not permitted. (d) Horizontal Facade Division. Horizontally define the ground story facade from the upper stories. (e) Entrance. All entries shall be recessed from the front facade closest to the street. i. Recess shall be a minimum of three feet and a maximum of eight feet deep, measured from the portion of the front facade closest to the street. ii. When the recess falls behind the front build-to zone, the recess shall be no wider than eight feet. 3. Elevated Storefront Entrance Type. (Refer to Figure 10-21-4I (2)). The Elevated Storefront entrance type is a highly transparent ground story treatment similar to the Storefront, but permitted to be elevated above the sidewalk for buildings located on parcels with flood hazard areas. (a) Transparency. Minimum transparency is required per Building Type. (b) Elevation. Storefront elevation may be a half story above the street sidewalk elevation. (c) Visible Basement. A visible basement is permitted and does not require Occupied Space. (d) Horizontal Facade Division. Horizontally define the ground story facade from the upper stories and any Visible Basement from the ground story. (e) Entrance. All entries shall be located off a secondary walk along the building face within the build-to zone. i. The secondary sidewalk shall be elevated above and essentially parallel to the street sidewalk to provide sidewalk Entry Optional Visible Basement Expression Line Vertical Divisions sidewalk Transparency Ground Story Elevation EntryDRAFT Figure 10-21-4I (3). Stoop Entrance Type.Figure 10-21-4I (4). Porch Entrance Type. 10-21-4 Building Types continuous walking along the facade of the building. ii. The secondary sidewalk shall be continuous along the facade of the building and shall connect to the street sidewalk by steps and ramps every 50 feet. iii. The secondary sidewalk shall connect to any other adjacent developments secondary sidewalks, when feasible. Drive crossings shall be of the same material as the secondary walk. iv. The transition between the secondary sidewalk and street sidewalk shall include landscape, patios, and connecting walks. v. The visible basement shall be located a minimum of five feet from the street sidewalk to allow softening of the transition. vi. The street and the secondary sidewalks shall be a minimum of eight feet in width. 4. Stoop Entrance Type. (Refer to Figure 10-21-4I (3)). A stoop is an unroofed, open platform. (a) Transparency. Minimum transparency is required per Building Type. (b) Stoop Size. Stoops shall be a minimum of three feet deep and six feet wide. (c) Elevation. Stoop elevation shall be located a maximum of 2’-6” above the sidewalk without visible basement and a maximum of 4’-6” above the sidewalk with a visible basement. (d) Visible Basement. A visible basement is permitted and shall be separated from the ground story by an expression line. (e) Entrance. All entries shall be located off a stoop. The stoop may be continuous along the facade of the building. (f) Landscape Area. A minimum five (5) foot wide landscape area is required within the build-to zone along the length of this entrance type with the exception of walks accessing the building. 5. Porch Entrance Type. (Refer to Figure 10-21-4I (4)). A porch is a raised, roofed platform that may or may not be enclosed on all sides. If enclosed, the space shall not be climate controlled. (a) Transparency. i. Minimum transparency per Building Type is required. ii. If enclosed, a minimum of 40% of the enclosed porch shall be comprised of highly transparent, low reflectance windows. (b) Porch Size. The porch shall be a minimum of five feet deep and eight feet wide. (c) Elevation. Porch elevation shall be located a maximum of 2’-6” above the sidewalk without a visible basement and a maximum of 4’-6” above the sidewalk with a visible basement. (d) Visible Basement. A visible basement is permitted. (e) Height. Porch may be two stories to provide a balcony on the second floor. (f) Entrance. All entries shall be located off a porch. DRAFT May 2018 33 Yorkville Downtown Overlay District Form-Based Code34 Cap Type & Roof Height Low Pitched Roof Roof Type (Hip Roof) Roof Slope upper floor upper floor Expression Line Cap Height Pitched Roof Type (Gable Roof) Roof Slope upper floor Cap Type & Roof HeightDRAFT Figure 10-21-4J (1). Parapet Roof Type Figure 10-21-4J (2). Pitched Roof Type 10-21-4 Building Types J. Roof Types Roof type standards apply to the roof and cap of all Building Types as defined in this Section. Refer to the Building Type Table Requirements, Sections 10-21-4C through 10-21-4H. 1. General Provisions. The following provisions apply to all roof types. (a) Intent. To guide the design of the cap of all buildings. (b) Applicability. All buildings shall meet the requirements of one of the roof types permitted for the Building Type. (c) Measuring Height. Refer to Section 10-21-4B for information on measuring building height. (d) Other roof types. Other building caps not listed as a specific type may be requested with the following requirements: i. The roof type shall not create additional occupiable space beyond that permitted by the Building Type. ii. The shape of the Roof Type shall be significantly different from those defined in this section 10-21-4J Roof Types, i.e. a dome, spire, vault. iii. The building shall warrant a separate status within the community from the fabric of surrounding buildings, with a correspondence between the form of the roof type and the meaning of the building use. 2. Parapet Roof Type. (Refer to Figure 10-21-4J (1), Parapet Roof Type). A parapet is a low wall projecting above a building’s roof along the perimeter of the building. It can be utilized with a flat or low pitched roof and also serves to limit the view of roof-top mechanical systems from the street. (a) Parapet Height. Height is measured from the top of the upper story to the top of the parapet. i. Minimum height is two feet with a maximum height of six feet. ii. The parapet shall be high enough to screen the roof and any roof appurtenances from view of the street(s). (b) Horizontal Expression Lines. An expression line shall define the parapet from the upper stories of the building and shall also define the top of the cap. (c) Occupied Space. Occupied space shall not be incorporated behind this roof type. 3. Pitched Roof Type. (Refer to Figure 10-21-4J (2), Pitched Roof Type). This roof type has a sloped or pitched roof. Slope is measured with the vertical rise divided by the horizontal span or run. (a) Pitch Measure. The roof may not be sloped less than a 4:12 (rise:run) or more than 16:12. i. Slopes less than 4:12 are permitted to occur on second story or higher roofs. (Refer to Figure 10-21-4J (2), Low Pitched Roof). (b) Configurations. i. Hipped, gabled, and combination of hips and gables with or without dormers are permitted. ii. Butterfly roofs (inverted gable roof) are permitted with a maximum height of eight feet, inclusive of overhang. iii. Gambrel and mansard roofs are not permitted. (c) Parallel Ridge Line. A gabled end or perpendicular ridge line shall occur at least every 100 feet of roof when the ridge line runs parallel to the front lot line. (Refer to Figure 10-21-4J (3), Parallel Ridge Line). (d) Roof Height. Roofs without occupied space and/or dormers shall have a maximum height on street-facing facades equal to the maximum floor height permitted for the Building Type. (e) Occupied Space. Occupied space may be incorporated behind Allowable Cap Type Tower Width Cap Eave Thickness Eave DepthVertical Wall Plane Tower Height Expression Line upper flo o r Parallel Ridge Line with Gable Roof Slope upper floor Cap Type & Roof Height DRAFTFigure 10-21-4J (4). Tower Figure 10-21-4J (3). Parallel Ridge Line Figure 10-21-4J (5). Flat Roof Type 10-21-4 Building Types this roof type. 4. Flat Roof Type. (Refer to Figure 10-21-4J (5), Flat Roof Type). This roof type has a flat roof with overhanging eaves. (a) Configuration. Roofs with no visible slope are acceptable. Eaves are recommended on all street facing facades. (b) Eave Depth. Eave depth is measured from the building facade to the outside edge of the eave. Eaves shall have a depth of at least 14 inches. (c) Eave Thickness. Eave thickness is measured at the outside edge of the eave, from the bottom of the eave to the top of the eave. Eaves shall be a minimum of eight inches thick. (d) Interrupting Vertical Walls. Vertical walls may interrupt the eave and extend above the top of the eave with no discernible cap. i. No more than one-half of the front facade can consist of an interrupting vertical wall. ii. Vertical walls shall extend no more than four feet above the top of the eave. (e) Occupied Space. Occupied space shall not be incorporated behind this roof type. (f) No mechanical equipment on roof shall be visible from the sidewalk. 5. Towers. (Refer to Figure 10-21-4J (4), Tower). A tower is a rectilinear or cylindrical, vertical element, that shall be used with other roof types. (a) Quantity. All Building Types, with the exception of the Civic Building, are limited to one tower per building. (b) Tower Height. Maximum height, measured from the top of the parapet or eave to the top of the tower, is the equivalent of the height of one upper floor of the building to which the tower is applied. (c) Tower Width. Maximum width along all facades is one-third the width of the front facade or 30 feet, whichever is less. (d) Horizontal Expression Lines. An expression line shall define the tower from the upper stories, except on single family or attached house residential Building Types. (e) Occupied Space. Towers may be occupied by the same uses allowed in upper stories of the Building Type to which it is applied. (f) Application. May be combined with all other roof types. (g) Tower Cap. The tower may be capped by the parapet, pitched, low pitched, or flat roof roof types, or the spire may cap the tower. DRAFT May 2018 35 Yorkville Downtown Overlay District Form-Based Code36DRAFTFigure 10-21-4K (1). Primary Materials.Figure 10-21-4K (2). Roof Materials. 10-21-4 Building Types K. Additional Design Requirements. The following outlines the district design requirements that affect a building’s appearance and district cohesiveness. They improve the physical quality of buildings, enhance the pedestrian experience, and protect the character of the neighborhood. 1. Materials and Color. (a) Primary Facade Materials. 80% of each street facade shall be constructed of primary materials. Street facade materials shall continue around the corner a minimum depth of 20 feet onto the side facade. i. Permitted primary building materials include high quality, durable, natural materials, such as stone, brick; wood lap siding; fiber cement board lapped, shingled, or panel siding; glass. Other high quality synthetic materials may be approved during the site plan process with an approved sample and examples of successful, high quality local installations. Refer to Figure 10-21-4K (1). (b) Secondary Facade Materials. Secondary materials are limited to details and accents and include gypsum reinforced fiber concrete for trim and cornice elements; metal for beams, lintels, trim, and ornamentation, and exterior architectural metal panels and cladding. i. Exterior Insulation and Finishing Systems (EIFS) is permitted on upper floor facades only. (c) Roof Materials. Acceptable roof materials include 300 pound or better, dimensional asphalt composite shingles, wood shingles and shakes, metal tiles or standing seam, slate, and ceramic tile. “Engineered” wood or slate may be approved during the site plan process with an approved sample and examples of successful, high quality local installations. Refer to Figure 10-21-4K (2). (d) Color. Main building colors shall utilize any historic palettes from any major paint manufacturer. Other colors may be utilized or details and accents, not to exceed a total area larger than 10% of the facade surface area. (e) Appropriate Grade of Materials. Commercial quality doors, windows, and hardware shall be used on all Building Types with the exception of the Row Building and the Yard Building. Refer to Figure 10-21-4K (3). 2. Windows, Awnings, and Shutters. (a) Windows. All upper story windows on all historic, residential, and mixed use buildings shall be recessed, double hung. Percent of transparency is required per Building Type. Horizontal or vertical strip windows, tinted or reflective glass, and glass block (refer to Figure 10-21-4K (4)) are prohibited on street facades. (b) Security Grills. Grills shall be fully retractable and completely within the interior of the building and inconspicuous to the Primary Materials: Brick Primary Materials: Stone Roof Materials: Ceramic Tile Roof Materials: Metal Roof Materials: Asphalt Composite Shingles Primary Materials: Painted Wood DRAFTFigure 10-21-4K (3).Commercial Grade Doors & Windows.Figure 10-21-4K (5).Security Grills. Figure 10-21-4K (7).Rear Parking Facade Design. Figure 10-21-4K (4).Windows. 10-21-4 Building Types extent possible. Exterior bars are prohibited on any window. Refer to Figure 10-21-4K (5). (c) Awnings. All awnings shall be canvas or metal. Plastic awnings and canopy awnings that extend from the front facade into the right-of-way are prohibited. Awning types and colors for each building face shall be coordinated. Refer to Figure 10-21-4K (6). (d) Shutters. If installed, shutters, whether functional or not, shall be sized for the windows. If closed, the shutters shall not be too small for complete coverage of the window. Shutters shall be wood. “Engineered” wood may be approved during the site plan process with an approved sample and examples of successful, high quality local installations. 3. Rear Parking Facade Design. The following applies in all locations where a public building entrance occurs on the rear facade adjacent to a parking lot. Refer to Figure 15.4K (7). (a) Entrance Type. An Entrance Type shall be utilized for a minimum of 20 feet of rear facade (refer to 10-21-4I.2-5). (b) Transparency Requirement. Public building entrance facade area, minimum 20 feet wide, shall utilize one of the following: i. When the Storefront Entrance Type is utilized, a minimum 45 percent transparency is required for the ground floor facade entrance, and the door shall be a minimum of 45 percent transparent. ii. When any other Entrance Type is utilized, the minimum transparency required for upper floors of the street facade shall apply to the rear ground floor entrance area, and the door shall be a minimum of 45 percent transparent.. DRAFT May 2018 37 Prohibited: Residential Grade Doors on Commercial Buildings. Permitted: Commercial Grade Doors & Windows on Commercial Buildings. Prohibited: Glass block windows on front facade.Prohibited: Exterior grills and bars. Permitted: Fully retractable, interior security grills. Front Facade Example.Rear Facade Example. Yorkville Downtown Overlay District Form-Based Code38DRAFTFigure 10-21-4K (6). Awnings.Figure 10-21-4K (8). Balconies Integral to Facade. 15.4 Building Types (c) Awnings and signage are encouraged. 4. Balconies. The following applies in all locations where balconies are incorporated into the facade design facing any street or parking lot. Refer to Figure 10-21-4K (8). (a) Size. Balconies shall be a minimum of six feet deep and five feet wide. (b) Connection to Building. Balconies shall be integral to the facade at the street line. Balconies on stepbacked stories shall be independently secured and unconnected to other balconies. (c) Facade Coverage. A maximum of 40% of the front and corner side facades, as calculated separately, may be covered with balconies, including street-facing railing and balcony structure. Permitted Awnings: Metal Permitted Awnings: Canvas Prohibited Awnings: Canopy awnings that extend from the front facade into the right-of-way 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 Old Business #1 Tracking Number CC 2018-25 Downtown Branding & Wayfinding Signage Program Discussion Economic Development Committee – July 3, 2018 Bart Olson Administration Name Department 11-7-17 1 6-15-18 - CITY OF YORKVILLE 1(1) YORKVILLE, IL 1 1 4 BILL PFISTER 1/2”=1’NOTED ABOVE KD 3M BEIGE (220-49)MATCH 3M BEIGE (220-49) TBD TBD CITY OF YORKVILLE VEHICULAR WAYFINDING FRONT VIEW SIDE VIEW ALUMINUM SIGN STIFFENER MOUNTING HARDWARE EXISTING LIGHT POLE 4'-0" 5'-10" 9'-0" DOW NTOW NYORKVILLE SIGN W1 QTY: 1 DOW NTOW NYORKVILLE RIVERFRONT PARK WHITEWATER COURSE FOOD & DESSERT SIGN W2 QTY: 1 DOW NTOW NYORKVILLE SIGN W4 QTY: 1 DOW NTOW NYORKVILLE VAN EMMON ACTIVITY CENTER DRINKS & MUSIC RESTAURANTS SIGN W3 QTY: 1 VAN EMMON ACTIVITY CENTER DRINKS & MUSIC RESTAURANTS RIVERFRONT PARK WHITEWATER COURSE FOOD & DESSERT 1/8” ALUMINUM ACCENT 1/8” ALUMINUM ACCENT 1/8” ALUMINUM PANEL BACKGROUND (RED) BORDER & LOGO (BEIGE) 1/8” ALUMINUM PANEL W/ MAP PAINTED FINISHES (BACK OF SIGN PAINTED BLUE) 3M BEIGE VINYL 4” LETTERING 3M BEIGE VINYL 2 3/8” LETTERING 11-7-17 1 6-15-18 - CITY OF YORKVILLE 2(1) YORKVILLE, IL 1 1 8 3M BEIGE (220-49) BILL PFISTER 1/2”=1’NOTED ABOVE KD MATCH 3M BEIGE (220-49) TBD TBD CITY OF YORKVILLE DOWNTOWN DIRECTIONAL FRONT VIEW SIDE VIEW ALUMINUM SIGN STIFFENER MOUNTING HARDWARE EXISTING LIGHT POLE 3'-9" 4'-0" 10'-0" DOW NTOW NYORKVILLE PPUBLIC PARKIN G 1/8” ALUMINUM ACCENT 1/8” ALUMINUM ACCENT 1/8” ALUMINUM PANEL BACKGROUND (RED) BORDER & LOGO (BEIGE) 3M BEIGE VINYL 4” LETTERING 1/8” ALUMINUM PANEL W/ MAP PAINTED FINISHES (BACK OF SIGN PAINTED BLUE) QTY: 4 DOW NTOW NYORKVILLE PPUBLIC PARKIN G QTY: 2 DOW NTOW NYORKVILLE QTY: 2 11-7-17 1 6-15-18 - CITY OF YORKVILLE 3(1) YORKVILLE, IL 1 1 - BILL PFISTER 3/4”=1’TWO (2) SINGLE SIDED TWO (2) DOUBLE SIDED KD LED 3M BEIGE (220-49)MATCH 3M BEIGE (220-49) TBD TBD CITY OF YORKVILLE INFORMATION KIOSK FRONT VIEW SIDE VIEW 5'-5" 3'-6"5" 8'-6" DOW NTOW NYORKVILLE 3” DIA. TAPCO POLE TAPCO DECORATIVE FINIALS TAPCO DECORATIVE BASE FABRICATED ALUMINUM TOPPER BACKGROUND (RED) BORDER & LOGO (BEIGE) 2”X2” SQUARE ALUMINUM TUBING MOUNTING BRACKETS ENCLOSED LOCKING CABINET W/ CHANGEABLE GRAPHIC (INFORMATION BOX TO BE ILLUMINATED W/ WHITE SLOAN LEDS) CAM LOCK CUSTOM FABRICATED ALUMINUM CABINET W/ MAP PAINTED FINISHES 3M BEIGE VINYL 3.75” LETTERING 3'-2" 2'-11"