Traffic and Safety Commission

Public participation is invited. When called upon, please approach the microphone and state your name. Kindly limit your remarks to three (3) minutes. VILLAGE OF VILLA PARK Village Hall, Board Room 20 S. Ardmore Avenue Villa Park, IL 60181 Traffic And Safety Commission June 3, 2025 8:00 PM Chairman J. Pienkos Commissioners: Jack Cuthbertson, Joey DeTomaso, Vicki Flaskamp, Tricia Little, Edward McMurray, Carl Timmerman, Karen Timmerman, and Bob Wagner Please Note: The commission created herein shall act in an advisory capacity to the corporate authorities in all matters of traffic and safety which are referred to the commission or which are initiated or investigated by the commission on its own motion. 1. Call to Order 2. Roll Call 3. Amendments to the Agenda 4. Public Comments on Agenda Items 5. Public Comments on Non-Agenda Items 6. Presentation a. Report of the Bike, Pedestrian, and Transit Subcommittee 7. Approval of Minutes a. Consider approval of pending minutes from the Traffic and Safety Commission meeting held on May 4, 2025 8. Old Business a. Item No. 902 - Stop Signs at Elm and Princeton b. Item No. 903 - Stop Signs at Division and Princeton c. Item No. 906 - Crosswalk across Ardmore Avenue near Lufkin Park Page 1 of 116  d. Item No. 908 - Speeding / traffic safety issues on Madison between Villa and Riverside e. Item No. 909 - Reverse Parking on Wildwood from South to North-Illinois to Euclid f. Item No. 910 - Traffic and parking on Wildwood east of Euclid to Villa Avenue g. Item No. 911 - Traffic crashes on South Euclid north of Roosevelt Road h. Item No. 912 - Traffic Study at Union Development i. Item No. 913 - Traffic Patterns and Speeding Incidents at Harvard and Washington 9. New Business a. Item No. 914 - Electric Scooters 10. Commissioner Comments 11. Chairman Comments 12. Village Board Liaison Comments 13. Village Staff Comments 14. Adjournment The Villa Park Village Hall is subject to the requirements of the Americans with Disabilities Act of 1990. An elevator is operational at the north side entrance to the Village Hall during normal work hours and also during evenings. lndividuals with special needs are requested to contact the Village's Compliance Officer at (630) 834-8500 so that reasonable accommodations can be made for those persons. Page 2 of 116  MEMORANDUM TO: Traffic and Safety Commission FROM: Kevin Mantels, Assistant Village Engineer DATE: June 3, 2025 SUBJECT: Report of the Bike, Pedestrian, and Transit Subcommittee RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 3 of 116  MEMORANDUM TO: Traffic and Safety Commission FROM: Kevin Mantels, Assistant Village Engineer DATE: June 3, 2025 SUBJECT: Consider approval of pending minutes from the Traffic and Safety Commission meeting held on May 6, 2025 RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 4 of 116  VILLAGE OF VILLA PARK Village Hall Board Room 20 South Ardmore Avenue Villa Park, Illinois 60181 Traffic and Safety Commission May 6, 2025 8:00 PM Chairperson J. Pienkos Commissioners Jack Cuthbertson, Joey DeTomaso, Vicki Flaskamp, Tricia Little, Edward McMurray, Carl Timmerman, Karen Timmerman, and Bob Wagner MINUTES OF THE MEETING HELD IN VILLAGE HALL BY THE TRAFFIC AND SAFETY COMMISSION OF THE VILLAGE OF VILLA PARK ON MAY 6, 2025 1. Call to Order. Chairperson Pienkos called the meeting to order at 8:00 p.m. 2. Roll Call. ExOfficio Mantels called the roll. PRESENT: Cuthbertson, DeTomaso, Little, Pienkos, Wagner. ABSENT: Flaskamp, McMurray, C. Timmerman, K. Timmerman Staff Present: Kevin Mantels, Assistant Village Engineer. Board Present: None. Others Present: None. 3. Amendments to the Agenda. Commissioner Wagner would like an item added to the agenda that pertains to a traffic study near the Union development on Villa Ave. Commission due Tommaso questioned whether 8g. Item No. 910 was the same area and if adding a new item was necessary. Chairperson Pienkos clarified that item 910 does not address the traffic at the actual site. Commissioner Wagner stated that the new item number would encompass more than parking. It would include Villa Avenue and intersections around it. Motion to add Item 912, Traffic Study at Union Development, to agenda was made by Commissioner Wagner and seconded by Commissioner Little. Voice vote passed with all ayes. Motion carried. Item added. 4. Public Comments on Agenda Items. Donna Noxon of 1037 W. Rand spoke regarding 8c Item No. 906. Resident noted that crosswalk at Van Buren may be dangerous because northbound and southbound traffic on Ardmore Avenue may not be able to see pedestrians because of the hill. Page 1 of 7 Page 5 of 116 5. Public Comments on Non-Agenda Items. Andrew Collinson of 206 W. Washington voiced concerns regarding the PACE bus route that runs on Harvard and Washington. He noted that the buses sometimes run stop signs and this is especially dangerous as it is near a school. He also commented on a speed issue in the area and suggested a roundabout. Commissioner Cuthbertson noted that the route is easiest as far as amount of turns and it being a convenient route for people traveling to and from Yorktown mall. Resident noted that during the Covid pandemic. The bus route was switched to St Charles Rd and that seemed to work. He requested a rider ship report from PACE but never got a response. Chairperson Pienkos noted the commission would have to look into issue with PACE. 6. Presentations. 6a. Report of the Bike, Pedestrian, and Transit Subcommittee. Commissioner Wagner noted that the subcommittee’s last meeting was held on April 24, 2025. Commissioner Wagner provided updates regarding “Project Sidewalk”. There was a mapping activity on April 13, 2025 at the library. It was attended by 12 community members including President Elect Patrick and Commissioner DeTomaso. Approximately 20% has been mapped. 7. Approval of Minutes. 7a. Consider approval of pending minutes from the Traffic and Safety Commission meeting held on February 4, 2025. Motion to approve the minutes of the Traffic and Safety Commission meeting held on February 4, 2025, was made by Commissioner DeTomaso and seconded by Commissioner Little. Voice vote passed with all ayes. Motion carried. Minutes approved. 7b. Consider approval of pending minutes from the Traffic and Safety Commission meeting held on March 4, 2025. Motion to approve the minutes of the Traffic and Safety Commission meeting held on March 4, 2025, was made by Commissioner DeTomaso and seconded by Commissioner Little. Voice vote passed with all ayes. Motion carried. Minutes approved. 8. Old Business. 8a. Item No. 902 – Stop Signs at Elm and Princeton. ExOfficio Mantels reported that during the March 4, 2025 meeting commissioners noted locations were incorrectly added to the crash reports. Those locations have been updated, and maps have been revised. Added to the commissions packet is a report for the traffic count studies done for both intersections (Item 902 & Item 903). The full four-way stop control warrant study and documents are not complete. They should be available for the next meeting. Commissioner DeTomaso questioned the accuracy of the 21 cars driving 75 miles an hour or over, as reported on page 28 of the Agenda Packet. ExOfficio Mantels explained it is not always accurate due to the type of equipment used and differs from the equipment on the Ardmore corridor. Commissioner Wagner noted that although the numbers may be wrong, there are a significant number of vehicles in general that are going over the speed limit. Motion to table Item No. 902 and Item No. 903 was made by Commissioner DeTomaso and seconded by Commissioner Wagner. Voice vote passed with all ayes. Motion carried. Items tabled. Page 2 of 7 Page 6 of 116 8b. Item No. 903 – Stop Signs at Division and Princeton. See Item No. 902. Item pending. 8c. Item No. 906 – Crosswalk across Ardmore Avenue near Lufkin Park. ExOfficio Mantels noted that the information collected from this study should be completed by next month with the actual reports being completed at a later date. Commissioner Little reported that she has seen online inquiries from residence asking if the current study cameras on the Ardmore corridor are recording vehicles as well as pedestrians. ExOfficio Mantels to reach out to the consultant for more information. He also noted that Lufkin study cameras will have all traffic, including pedestrians and cyclists. Commissioner Wagner questioned if the consultant company is Civil Tech. ExOfficio Mantels confirmed it is Civil Tech. The Phase 1 engineering study is currently being conducted. Traffic counters are required by IDOT for this phase Chairperson Pienkos inquired whether the village specifically asked them to look at the pedestrian traffic at Lufkin. ExOfficio Mantels confirmed that we did. Chairperson Pienkos observed that community members are crossing at random locations as opposed to crosswalks along Ardmore Ave from Willowbrook High School to Jackson St. He has not noticed a pattern. Motion to table Item No 906 was made by Commissioner DeTomaso and seconded by Commissioner Wagner. Voice vote passed with all ayes. Motion carried. 8d. Item No. 907 – “Drive Like Your Kids Play Here” signs Chairperson Pinkos announced the signs have been received. He would like most of them kept at one location, so they are easily accessible. Ex officio Mantels would like to make the signs available at various locations throughout the village. For example, public works, the VPRC and as far as any other locations he will reach out to appropriate department heads. Commissioners generally agreed that VPRC would be the best place to store most of the signs seeing as they have the longest hours of availability for pick up. Commissioner DeTomaso, speaking to Parks and Recreation, Commissioner Donna Noxon in gallery inquiring if a display can be put up at VPRC. Commissioner Noxon noted that storage shouldn't be an issue, but that would have to be confirmed with Director Greg Gola. Chairperson Pienkos reminded the commission of events coming up that should have signs available. Summerfest for example. Commissioner Cuthbertson suggested to post on social media advertising the signs. Possibly having an email address that the resident can contact to have a sign dropped off. Commissioner Cuthbert volunteered to do that and will keep a ledger of who has been received signs. Chairperson, Pienkos agreed that Commissioner Cuthbertson could volunteer to do that but cannot utilize any village employees. without any employee use. Contact will be made with Riley Pilar to create a social media post. Motion to remove item from agenda was made by Commissioner Wagner and seconded by Commissioner Little. Voice vote passed with all ayes. Motion carried. 8e. Item No. 908 – Speeding / traffic safety issues on Madison between Villa and Riverside Chairperson Pienkos inquired whether this item was taken off the agenda at the March 4, 2025 meeting. ExOfficio Mantels did not recall taking the item off or that an all way stop control warrant study. But he has included in the packet (page 60) another traffic crash report for this corridor. Commissioner Wagner noted that the speed issues are not just in this area, but Villa Ave as well. Commissioner DeTomaso noted that crash reports are involving crashes at an intersection, not traveling speed and questioned if the intersection should be added to the study. ExOfficio Mantels advised that we do not remove or select information that is going to be included. All information gets recorded. Chairperson Pienkos suggests leaving item on agenda to give commission time to review reports and decide. He also stated that he believes the intersection is in the scope of the study. Commissioner Cuthbertson recalled a resident spoke regarding speed controls near Monterey due to vehicles speeding and passing stopped buses. Commissioner Wagner noted that in the last month there was a radar speed sign installed for a short time. Commissioner Little inquired as to whether the village can monitor issues as a whole as opposed to “spot checking” Page 3 of 7 Page 7 of 116 areas that are pointed out by residents. She suggested looking into designs of streets to deter speeding. Chairperson Pienkos noted that this would be something the Engineering department would have to look into. Commissioner Cuthbertson observed that most of the crashes are due to drivers not paying attention, being distracted, etc. Chairperson Pienkos acknowledged that we investigate issues brought up by residents Police presence assists in people driving more carefully. Ardmore School representatives were in attendance 10+ years ago at a meeting to address concerns of traffic patterns. Commission recommended to educate their students to educate their parents in a program with competitions etc. General discussion between commissioners and gallery members regarding speeding, drivers not stopping at stop signs. Motion to table item was made by Commissioner DeTomaso and seconded by Commissioner Cuthbertson. Voice vote passed with all ayes. Motion carried. Item tabled. 8f. Item No. 909 - Reverse Parking on Wildwood from South to North-Illinois to Euclid. ExOfficio Mantels noted that on page 78 of the Agenda Packet there is a map of current parking restrictions. Commissioner DeTomaso questioned if we ever found the reason parking was initially reversed. ExOfficio Mantels responded that there was a presentation that was referenced in a board meeting minutes where this was discussed but we were not able to determine the location. He also noted that the ordinance that was passed (in the packet) lists every street and its parking restrictions that was directly affected by the ordinance. Commissioner DeTomaso asked if anyone had any reasons parking should not be on the North side. Commissioner Little noted that there are fire hydrants on the north side and that was part of the reason. She believes that it is more beneficial for the parking to be on the south side due to more spaces available. Commissioner DeTomaso pointed out that the hydrants are physically on the side streets off Wildwood. Parking on the north side provides people with a sidewalk and not having to cross the street. ExOfficio confirmed that the hydrants are on the side street and will not change any parking restrictions. Commissioner Wagner highlighted that a single resident has mentioned this as an issue. He inquired regarding the number of cars utilizing this parking. Commissioner Cuthbertson noted it is safer for passengers to have a sidewalk to exit onto. Commissioner Little raised questions as to communication with residents for this issue versus the communication with residents regarding a different parking issue on Belden. Commissioner Wagner recalled that the parking may have changed due to special sales activity at More Brewing. Commissioner Cuthbertson agrees with Commissioner Little that there should be more input from residents in the area regarding this parking change. He suggested reaching out to residents to get more opinions. Chairperson Pienkos does not recall seeing vehicles parked on Wildwood. It was only prior to the VPRC being built that cars were utilizing street parking. He noted that the foliage was cleared back enough that you could enter and exit a vehicle without issue. Resident Tina Konstatos in gallery pointed out that issues may arise in the winter when the snow piles up and people cannot get out of their vehicle. Chairperson Pienkos responded that snow piles could be an issue on any street. He brought up concerns for when emergency vehicles need to get through. It is easier when parking is on the South side so that emergency vehicles are traveling closest to the homes. Commissioner Wagner recalled that this was previously an item on the agenda but was removed. Issue was brought back up by a resident. ExOfficio Mantels noted that he does not believe it was added after a commissioner brought it back up. Commissioner Wagner volunteered to go door to door speaking to residents to inquire about anyone else having issues with parking on the south side of Wildwood. He will discuss with the fire department and get their input. Commissioner DeTomaso mentioned that a resident brought this issue up at a recent Coffee with the Board event. Motion to table item was made by Commissioner Wagner and seconded by Commissioner DeTomaso. Voice vote passed with all ayes. Motion carried. Page 4 of 7 Page 8 of 116  8g. Item No. 910 – Traffic and parking on Wildwood east of Euclid to Villa Avenue Chairperson Pienkos recommends leaving item on the agenda for further discussion depending on the Union Development. Motion to table item was made by Commissioner Wagner and seconded by Commissioner Little. Voice vote passed with all ayes. Motion carried. 9. New Business. 9a. Item No. 911 – Traffic crashes on South Euclid north of Roosevelt Road Chairperson Pienkos noted that this issue was brought up following an email (page 89) the village received from a Euclid Ave resident. Resident suggested a cul-de-sac or barriers at the end of his block. ExOfficio Mantels confirmed that the email was sent to village manager. Commissioner Wagner recalls this issue coming up in a previous meeting. Following that, speed bumps and signs were installed on the street. Speed bumps were removed due to it being an impediment for plow trucks. ExOfficio Mantels noted that the speed bumps have been removed. They have not been replaced. He also provided information regarding the crashes that have occurred. The speed bumps were in place for most of the crashes. The village only has jurisdiction over ±10 homes. North of, is York Township Highway Department and South of that is Oakbrook Terrace. Speed bumps would ultimately be installed on the Villa Park portion of the street. Commissioner Cuthbertson recalled a resident bringing up issues regarding speeding and using the street as a cut through. Police presence was made available and most of the tickets issued were to people that live in the area. Commissioner Wagner is aware of concerns about how the traffic pattern would change if Thorton’s project would affect area. Oakbrook Terrace was not interested the revenue sharing portion. The open lot to the East was going to be used for an expansion and did not receive cooperation from Oakbrook Terrace. Chairperson Pienkos confirmed this information. It was discussed that discussions were had with the Public Works Department was planning to install and remove rubber speed bumps every season. Commissioner Little noted that even though plows may have a hard time and drivers will have wear and tear on their vehicles, and as confirmed by residents, speed bumps are an effective way to control speeding. They increase safety and livability. They should be installed where residents suggest, and it is warranted. She pointed out that Vision Zero Project shares the thought that acting after the fact when a crash has occurred as opposed to addressing it proactively, it could potentially bring more harm than good to the community. She inquired about the cost of the speed tables being less, if installing them was part of a street project to which Chairperson Pienkos responded, the cost would be the same because the process to installl them is the same. Commissioner Wagner noted that the resident who originally brought up the issue admitted that the speed bumps helped and even when they were removed, the signage was enough to deter people from speeding. Would like an update from resident. He pointed out that the City of Chicago has permanent speed bumps. Chairperson Pienkos informed commission that those are speed tables. They are ± 10’ wide, constructed with asphalt and cost approximately $ 20,000. And in nearby communities, they are typically found in industrial areas. Commissioner DeTomaso noted that the email in question lists three incidents. Two drunk drivers and a hit and run. His opinion is that speed bumps will not help issues if the driver is drunk. He suggested the discussion of a right turn only onto Euclid out of the Thorton's parking lot or a barricade blocking traffic that are traveling from the south; however, this is not in the village's jurisdiction. He made note that contact with Oakbrook Terrace could possibly be made regarding this. Chairperson Pienkos requested ExOfficio Mantels contact York Township Highway Department an Oakbrook Terrace to communicate and discuss what their comments are if we are going to proceed with speed bumps. Investigation as to who plows the street needs to be done as well. Commissioner Cuthbertson inquired as to whether it was one resident or a group of residents that were requesting this issue to be looked at. ExOfficio Mantels informed commission that to his knowledge, it was just the one resident. We have not reached out to solicit feedback or opinions, however. Commissioner Wagner recalls that when the resident came to a prior meeting, he had convened with other neighbors. Chairperson Pienkos stated that their issue was regarding the Page 5 of 7 Page 9 of 116  Thorton's development. Chairperson Pinkos inquired about the number of crashes being three. ExOfficio Mantels confirmed that those were just the three that the resident referenced however, there were five total. Reports are in packet, pages 90 – 101. Commissioner Cuthbertson suggested possibly reconfiguring the curb to reduce speeding. ExOfficio Mantels responded that one of the crashes involved resident's parkway and mailbox. Chairperson Pinkos reminded the commission that regardless of what decision is made we still need to talk to the other agencies that have jurisdiction on that street. Ex officio Mantels will reach out to York Township Highway Department and Oakbrook Terrace to get their feedback and will report back next meeting. Motion to table item was made by Commissioner Wagner and seconded by Commissioner Little. Voice vote passed with all ayes. Motion carried. New Item(s): Item No. 912 – Traffic Study at Union Development ExOfficio Mantels noted that the developers are hoping to submit permit documents this month, and they are hopeful that the project will start in July or August. We are still waiting for traffic impact study from developer. The most recent we have is from March 2024. They are expected to submit an updated report in the near future, and staff will review it when it comes in to determine if it addresses staff concerns. Item No. 913 – Traffic Patterns and Speeding Incidents at Harvard and Washington Regarding the issue of speeding on Harvard and Washington. Chairperson Pienkos noted that we can investigate the area to see if there are any police reports for crashes. As far as the bus route, Commissioner Wagner noted that in his experience, it is extremely difficult to get a route changed. This will be added to next month's agenda. Chairperson Pienkos requested any traffic incidents at this intersection. ExOfficio Mantels has already started the process of getting those reports. Chairperson Pinkos recommended that resident go directly to PACE with the issue. E-Officio Mantels wanted to note that the traffic issue on Washington is due to the Madison project of which Washington is a marked detour. The project should be done within the next month. Motion to add item to agenda made by Commissioner DeTomaso and seconded by commissioner Wagner. Voice vote passed with all ayes. Motion carried. 10. Commissioner Comments. 10a. Commissioner DeTomaso – None 10b. Commissioner Cuthbertson – None 10c. Commissioner Wagner - Will be attending the Illinois Bike Pedestrian summit in Springfield IL tomorrow. He also wanted to make note regarding comments and discussions with community members in the gallery. There is time for public comments on agenda and non- agenda items. 10d. Commissioner Little – None 11. Chairperson Comments. 11a. Chairperson Pienkos - acknowledged the comments that commissioner Wagner made and will restrict gallery comments and conversations. 12. Village Board Liaison Comments. None. 13. Village Staff Comments. 12a. ExOfficio Mantels - wanted to make the commission aware that regarding the street closures at Chatham and Harvard. He reached out to the Village of Addison and they politely declined to reopen the conversation on closures. Page 6 of 7 Page 10 of 116 14. Adjournment. Motion to adjourn was made by Commissioner Wagner and seconded by Commissioner DeTomaso. Voice vote passed with all ayes. Motion carried. Meeting adjourned at 10:17 p.m. Respectfully submitted, Janelle Manzke Secretary Next Meeting is scheduled for June 6, 2025. Page 7 of 7 Page 11 of 116 Page 12 of 116 Page 13 of 116  MEMORANDUM TO: Traffic and Safety Commission FROM: Kevin Mantels, Assistant Village Engineer DATE: June 3, 2025 SUBJECT: Item No. 902 - Stop Signs at Elm and Princeton RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 14 of 116 Page 15 of 116  ILLINOIS TRAFFIC CRASH REPORT 1 1 Sheet ____ of ____ Sheets DRAC TRFD TRFC WEAT DRVA VIS VEHD LGHT COLL MANV * X003442233 * U1 9 11 U2 2 4 1 4 U2 1 U1 1 U2 1 U1 1 U2 1 1 2 U1 1 U2 1 IY003 INVESTIGATING AGENCY DAMAGE TO ANY o $500 OR LESS TYPE OF REPORT o A No Injury / Drive Away YR AGENCY CRASH REPORT NO. TRFW þ ON SCENE Villa Park PD ONE PERSON'S VEHICLE / PROPERTY þ $501 - $1,500 o NOT ON SCENE (DESK REPORT) þ B Injury and / or Tow Due to Crash 14 o OVER $1,500 o AMENDED 24 VPP24009178 VEHT þ City Township o INTERSECTION ADDRESS NO. HIGHWAY OR STREET NAME þY oN DATE OF CRASH TIME SECONDARY CRASH 15 7:06 o AM o YES þ NO RELATED W ELM ST VILLA PARK 6/3/2024 U1 PRIVATE þ PM FLOW CONDITION (CIRCLE) (CIRCLE) COUNTY PROPERTY oY þN DOORING # OF MOTOR o SLOW 16 N PRINCETON AVE o ........................ FT / MI N S E W ______________________________________________________________ WITH o Y VEHICLES INVLD o STOPPED U2 DU PAGE HIT & RUN þY oN PEDALCYCLIST? þN 1 þ FREE FLOW # LNS þ AT INTERSECTION WITH (NAME OF INTERSECTION OR ROAD FEATURE) þDRIVER oPARKED oDRIVERLESS oPED oPEDAL o EQUES o NMV o NCV o DV DATE OF BIRTH MAKE MODEL YEAR CIRCLE NUMBER(S) TOWED Y N U1 0 LAZARO, JOEL TOYOTA VENZA 2013 FOR DAMAGED AREA(S) 00 - NONE ¡¡ DUE TO CRASH oþ NAME (LAST, FIRST, M) STREET ADDRESS mo SEX / day / SAFT yr AIR AUTOMATION LEVEL LEVEL 13 - UNDER CARRIAGE FIRE oþ 0 14 - TOTAL (ALL) U2 SYSTEM IN ENGAGED DISTRACTED o þ ALIGN 17 N WESTMORE AVE M 9 4 15 - OTHER UNIT 1 o Y þ NO o UNK VEH. AT CRASH * Distraction Value CITY STATE ZIP INJ EJCT EPTH PLATE NO. STATE YEAR 99 - UNKNOWN o þ U1 1 VILLA PARK IL 60181 O 1 0 IL 2024 POINT OF FIRST CONTACT 12 COM VEH * IF YES SEE SIDEBAR PHONE NUMBER DRIVER LICENSE NO. STATE CLASS CDL ID VIN INSURANCE CO. EXPIRED 1 IL D 0 4T3ZA3BB5DU080224 State Farm o Y þ N U2 RSUR EMS AGENCY PEDV PPA PPL VEHICLE OWNER (LAST, FIRST, M.I.) POLICY NO. Refused INCIDENT IF "Y" LAZARO, JOEL 1 HOSPITAL (TAKEN TO) OWNER STREET, CITY, STATE, ZIP PHONE NUMBER RESPONDER VEHU Refused o Y þN 17 N WESTMORE AVE VILLA PARK, IL 60181 ( oDRIVER oPARKED oDRIVERLESS oPED þPEDAL o EQUES o NMV o NCV o DV DATE OF BIRTH MAKE MODEL YEAR CIRCLE NUMBER(S) TOWED Y N U1 2 MORRISON, BENJAMIN FOR DAMAGED AREA(S) DUE TO CRASH oo NAME (LAST, FIRST, M) STREET ADDRESS mo SEX / day / SAFT yr AIR AUTOMATION LEVEL LEVEL 00 - NONE 13 - UNDER CARRIAGE FIRE oo 2 U2 14 - TOTAL (ALL) o þ SPDR UNIT 2 SYSTEM IN ENGAGED DISTRACTED M 19 3 o Y o NO o UNK VEH. AT CRASH 15 - OTHER * Distraction Value CITY STATE ZIP INJ EJCT EPTH PLATE NO. STATE YEAR 99 - UNKNOWN POINT OF COM VEH o o U1 3 B 1 0 FIRST CONTACT * IF YES SEE SIDEBAR PHONE NUMBER DRIVER LICENSE NO. STATE CLASS CDL ID VIN INSURANCE CO. EXPIRED 0 o Y o N U2 RDEF EMS AGENCY PEDV PPA PPL VEHICLE OWNER (LAST, FIRST, M.I.) POLICY NO. Villa Park Fire Department 1 49 INCIDENT 2 IF "Y" 1 HOSPITAL (TAKEN TO) OWNER ADDRESS (STREET, CITY, STATE, ZIP) PHONE NUMBER RESPONDER BAC Elmhurst Memorial Hospital o þ (UNIT) (SEAT) (DOB) (SEX) (SAFT) (AIR) (INJ) (EJCT) (EPTH) Y N PASSENGERS & WITNESSES ONLY (NAME) / (ADDR) / (TEL) (HOSP) (EMS) 996 U1 996 U2 # OCCS U1 1 1 (EVNO) (MOST) (EVNT) (LOC) DAMAGED PROPERTY OWNER NAME DAMAGED PROPERTY POLICE NOTIFIED TIME U2 o AM Did crash occur oY 1 þ 13 4 6/3/2024 7:07 þ PM in a Work Zone? þN DIRP 7 UNIT 1 PROPERTY OWNERS ADDRESS: STREET, CITY, STATE, ZIP PRIMARY SECONDARY EMS NOTIFIED TIME 2 o 28 18 o AM o PM o If YES check one below: Construction U1 3 o þ CITATIONS ISSUED o PENDING SECTION CITATION NO. EMS ARRIVED TIME o AM o Maintenance 1 LAZARO, JOEL 5/11-401(B) OW202400005828 o PM U2 o ARREST NAME SLMT 1 o Utility þ CITATIONS ISSUED o PENDING SECTION CITATION NO. ROAD CLEARANCE TIME o AM 25 LAZARO, JOEL 5/11-401(A) OW202400005828 6/3/2024 8:10 þ PM o UNIT 2 Unknown work zone type U1 2 o ARREST NAME OFFICER ID. SIGNATURE BEAT / DIST. SUPERVISOR ID. COURT DATE TIME o AM oY 25 3 o 306 Nathan St.Clair Jim Krupiczowicz, 355 o PM Workers present? þN U2 Page 16 of 116  A Diagram and Narrative are required on all Type B crashes, LARGE TRUCK, BUS, OR HM VEHICLE X003442233 even if units have been moved prior to the officer's arrival. IF MORE THAN ONE CMV IS INVOLVED, USE SR 1050A ADDITIONAL UNITS FORMS. A CMV is defined as any motor vehicle used to transport passengers or property and: 1. Has a weight rating of more than 10,000 pounds (example: truck or truck/trailer combination): or 2. Is used or designed to transport more than 15 passengers including the driver (example: shuttle or charter bus): or 3. Is designed to carry 15 or fewer passengers and operated by a contract carrier transporting employees in the course of their employment (example: employee transporter - usually a van type vehicle or passenger car): or 4. Is used or designed to transport between 9 and 15 passengers, including the driver, for direct compensation (example: large van used for specific purpose): or 5. Is any vehicle used to transport any hazardous material (HAZMAT) that requires placarding (example: placards will be displayed on the vehicle). UNIT ____ CARRIER NAME _________________________________________________ ADDRESS _______________________________________________________ _______________________________________________________ CITY/STATE/ZIP ___________________________________________________ NARRATIVE (refer to vehicle by unit #) MOTOR CARR. ID o Interstate o Intrastate Unit 1 was travelling W/B on Elm St. approaching Princeton Ave. Unit 2 was riding his o Not In Comm./Govt. o Not In Comm./Other bicycle N/B on Princeton Ave. and began crossing Elm St. at which time Unit 1 struck him USDOT NO. _________________________ ILLCC NO. __________________ Source of above before leaving the scene. Unit 2 was not wearing a bicycle helmet. See police report o Side of Truck o Papers o Driver o Log Book GVWR/GCWR VPPC2401017 for further. o <10,000 o 10,000 - 26,000 o >26,000 Were HAZMAT placards on vehicle? o Yes o No If yes, name on placard _______________________________________ 4 digit UN NO. ___________________ 1 digit Hazard Class NO. _______ Did HAZMAT Spill from vehicle (do NOT consider FUEL from vehicle's own tank)? o Yes o No o Unknown Did HAZMAT Regulations violation contribute to the crash? o Yes o No o Unknown Did Motor Carrier Safety Regulations (MCS) violation contribute to the crash? o Yes o No o Unknown Was a Driver/Vehicle Examination Report form completed? HAZMAT o Yes o No o Unknown Out of Service o Yes o No MCS o Yes o No o Unknown Out of Service o Yes o No Form Number _____________________________________________ IDOT PERMIT NO. ________________ WIDELOAD? o Y o N TRAILER VIN 1 ___________________________________________ LOCAL USE ONLY TRAILER VIN 2 ___________________________________________ TRAILER WIDTH(S) 0 - 96" 97 - 102" > 102" N 41.8924 U1 Race: H U2 Race: W TRAILER 1 o o o W -87.9806 TRAILER 2 o o o U1 COLOR Black U2 COLOR Blue U1 Drug 1 000 U1 Drug 2 U2 Drug 1 000 U2 Drug 2 TRAILER LENGTH(S) 1 __________ ft 2 __________ ft TOTAL VEHICLE LENGTH __________ ft NO. OF AXLES __________ U1 TOWED DUE TO o DISABLING DAMAGE o NOT DISABLING DAMAGE DAMAGE EXTENT: U1 TOWED BY / TO : SELECT CODES FROM BACK OF CRASH BOOKLET U2 TOWED DUE TO o DISABLING DAMAGE o NOT DISABLING DAMAGE DAMAGE EXTENT: U2 TOWED BY / TO : VEHICLE CONFIG. ______ CARGO BODY TYPE ______ LOAD TYPE ______ Page 17 of 116 Page 18 of 116 Page 19 of 116  Village of Villa Park 216 215 Traffic Study Princeton and Elm 11/2024 212 209 N PRINCETON AV 206 207 12 202 $ 1,013 $ 887 24 $ $ $ ! # 2,222 2,977 $ $ 3,980 4,094 W ELM ST ! # $ 124 $ 927 $ 1,153 121 120 115 114 1 inch = 50 feet I Map Revised: Wednesday, November 20, 2024 JRW Page 20 of 116 NORTH PRINCETON AVENUE DATE: 11/20/2024 WEST ELM STREET AUTHOR: JRW INTERSECTION OF PRINCETON & ELM TRAFFIC STUDY TUESDAY 11/12/2024 15:00 - TUESDAY 11/19/2024 15:00 CST STREET LOCATION LANE ADT TOTAL PEAK MINIMUM Elm East of Princeton EB 585 4,094 22 0 Elm East of Princeton WB 425 2,977 21 0 Elm West of Princeton EB 569 3,980 22 0 Elm West of Princeton WB 317 2,222 16 0 Princeton North of Elm NB 127 887 9 0 Princeton North of Elm SB 145 1,013 10 0 Princeton South of Elm NB 165 1,153 11 0 Princeton South of Elm SB 132 927 8 0 Elm Daily Average: 474 Princeton Daily Average: 142 Page 21 of 116  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: W Elm Street Location: East of Princeton A study of vehicle traffic was conducted with the device having serial number 402500. The study was done in the EB lane at W Elm Street in Villa Park, IL in DuPage county. The study began on 11/12/2024 at 03:00 PM and concluded on 11/19/2024 at 03:00 PM, lasting a total of 168.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 4,094 vehicles passed through the location with a peak volume of 22 on 11/13/2024 at [07:30 AM-07:45 AM] and a minimum volume of 0 on 11/12/2024 at [10:30 PM-10:45 PM]. The AADT count for this study was 585. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 25 - 30 MPH range or lower. The average speed for all classifed vehicles was 29 MPH with 70.02% vehicles exceeding the posted speed of 25 MPH. 1.56% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 25MPH and the 85th percentile was 34.69 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 11 74 353 751 1331 901 335 94 33 21 17 11 8 11 15 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 1918 which represents 48 percent of the total classified vehicles. The number of Vans & Pickups in the study was 1800 which represents 45 percent of the total classified vehicles. The number of Busses & Trucks in the study was 136 which represents 3 percent of the total classified vehicles. The number of Tractor Trailers in the study was 107 which represents 3 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 1918 1548 252 41 61 43 38 65 CHART 2 HEADWAY During the peak traffic period, on 11/13/2024 at [07:30 AM-07:45 AM] the average headway between vehicles was 39.13 seconds. During the slowest traffic period, on 11/12/2024 at [10:30 PM-10:45 PM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 46.00 and 66.00 degrees F. 11/20/2024 08:43 AM Page: 1 Page 22 of 116  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: W Elm Street Location: East of Princeton A study of vehicle traffic was conducted with the device having serial number 402164. The study was done in the WB lane at W Elm Street in Villa Park, IL in DuPage county. The study began on 11/12/2024 at 03:00 PM and concluded on 11/19/2024 at 03:00 PM, lasting a total of 168.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 2,977 vehicles passed through the location with a peak volume of 21 on 11/13/2024 at [12:15 PM-12:30 PM] and a minimum volume of 0 on 11/12/2024 at [10:45 PM-11:00 PM]. The AADT count for this study was 425. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 20 - 25 MPH range or lower. The average speed for all classifed vehicles was 24 MPH with 41.78% vehicles exceeding the posted speed of 25 MPH. 1.38% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 20MPH and the 85th percentile was 29.35 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 16 157 468 966 848 204 34 9 10 10 9 8 4 6 11 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 1708 which represents 62 percent of the total classified vehicles. The number of Vans & Pickups in the study was 892 which represents 32 percent of the total classified vehicles. The number of Busses & Trucks in the study was 91 which represents 3 percent of the total classified vehicles. The number of Tractor Trailers in the study was 68 which represents 2 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 1708 779 113 23 43 37 21 36 CHART 2 HEADWAY During the peak traffic period, on 11/13/2024 at [12:15 PM-12:30 PM] the average headway between vehicles was 40.909 seconds. During the slowest traffic period, on 11/12/2024 at [10:45 PM-11:00 PM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 45.00 and 64.00 degrees F. 11/20/2024 08:48 AM Page: 1 Page 23 of 116  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: W Elm Street Location: West of Princeton A study of vehicle traffic was conducted with the device having serial number 402162. The study was done in the EB lane at W Elm Street in Villa Park, IL in DuPage county. The study began on 11/12/2024 at 03:00 PM and concluded on 11/19/2024 at 03:00 PM, lasting a total of 168.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 3,980 vehicles passed through the location with a peak volume of 22 on 11/15/2024 at [03:30 PM-03:45 PM] and a minimum volume of 0 on 11/12/2024 at [09:15 PM-09:30 PM]. The AADT count for this study was 569. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 25 - 30 MPH range or lower. The average speed for all classifed vehicles was 28 MPH with 66.62% vehicles exceeding the posted speed of 25 MPH. 1.27% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 25MPH and the 85th percentile was 33.62 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 16 52 314 909 1416 798 211 70 17 16 11 11 4 2 21 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 2126 which represents 55 percent of the total classified vehicles. The number of Vans & Pickups in the study was 1538 which represents 40 percent of the total classified vehicles. The number of Busses & Trucks in the study was 103 which represents 3 percent of the total classified vehicles. The number of Tractor Trailers in the study was 97 which represents 3 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 2126 1380 158 23 50 45 35 51 CHART 2 HEADWAY During the peak traffic period, on 11/15/2024 at [03:30 PM-03:45 PM] the average headway between vehicles was 39.13 seconds. During the slowest traffic period, on 11/12/2024 at [09:15 PM-09:30 PM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 43.00 and 63.00 degrees F. 11/20/2024 08:47 AM Page: 1 Page 24 of 116  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: W Elm Street Location: West of Princeton A study of vehicle traffic was conducted with the device having serial number 402553. The study was done in the WB lane at W Elm Street in Villa Park, IL in DuPage county. The study began on 11/12/2024 at 03:00 PM and concluded on 11/19/2024 at 03:00 PM, lasting a total of 168.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 2,222 vehicles passed through the location with a peak volume of 16 on 11/12/2024 at [04:30 PM-04:45 PM] and a minimum volume of 0 on 11/12/2024 at [10:30 PM-10:45 PM]. The AADT count for this study was 317. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 25 - 30 MPH range or lower. The average speed for all classifed vehicles was 27 MPH with 69.03% vehicles exceeding the posted speed of 25 MPH. 0.76% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 25MPH and the 85th percentile was 32.91 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 7 22 156 467 897 411 92 21 11 5 5 3 3 0 5 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 1220 which represents 58 percent of the total classified vehicles. The number of Vans & Pickups in the study was 807 which represents 38 percent of the total classified vehicles. The number of Busses & Trucks in the study was 44 which represents 2 percent of the total classified vehicles. The number of Tractor Trailers in the study was 33 which represents 2 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 1220 730 77 8 26 13 11 20 CHART 2 HEADWAY During the peak traffic period, on 11/12/2024 at [04:30 PM-04:45 PM] the average headway between vehicles was 52.941 seconds. During the slowest traffic period, on 11/12/2024 at [10:30 PM-10:45 PM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 45.00 and 64.00 degrees F. 11/20/2024 08:47 AM Page: 1 Page 25 of 116  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: N Princeton Avenue Location: North of Elm A study of vehicle traffic was conducted with the device having serial number 402495. The study was done in the NB lane at N Princeton Avenue in Villa Park, IL in DuPage county. The study began on 11/12/2024 at 03:00 PM and concluded on 11/19/2024 at 03:00 PM, lasting a total of 168.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 887 vehicles passed through the location with a peak volume of 9 on 11/12/2024 at [03:45 PM-04:00 PM] and a minimum volume of 0 on 11/12/2024 at [07:15 PM-07:30 PM]. The AADT count for this study was 127. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 20 - 25 MPH range or lower. The average speed for all classifed vehicles was 21 MPH with 10.62% vehicles exceeding the posted speed of 25 MPH. 1.69% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 20MPH and the 85th percentile was 24.42 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 14 77 312 338 52 14 4 0 3 1 2 3 3 1 5 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 494 which represents 60 percent of the total classified vehicles. The number of Vans & Pickups in the study was 268 which represents 32 percent of the total classified vehicles. The number of Busses & Trucks in the study was 22 which represents 3 percent of the total classified vehicles. The number of Tractor Trailers in the study was 43 which represents 5 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 494 236 32 3 12 14 22 16 CHART 2 HEADWAY During the peak traffic period, on 11/12/2024 at [03:45 PM-04:00 PM] the average headway between vehicles was 90 seconds. During the slowest traffic period, on 11/12/2024 at [07:15 PM-07:30 PM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 43.00 and 64.00 degrees F. 11/20/2024 08:46 AM Page: 1 Page 26 of 116  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: N Princeton Avenue Location: North of Elm A study of vehicle traffic was conducted with the device having serial number 402497. The study was done in the SB lane at N Princeton Avenue in Villa Park, IL in DuPage county. The study began on 11/12/2024 at 03:00 PM and concluded on 11/19/2024 at 03:00 PM, lasting a total of 168.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 1,013 vehicles passed through the location with a peak volume of 10 on 11/15/2024 at [07:30 AM-07:45 AM] and a minimum volume of 0 on 11/12/2024 at [03:15 PM-03:30 PM]. The AADT count for this study was 145. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 10 - 15 MPH range or lower. The average speed for all classifed vehicles was 15 MPH with 3.18% vehicles exceeding the posted speed of 25 MPH. 0.95% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 10MPH and the 85th percentile was 18.26 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 58 576 258 22 8 4 3 0 4 2 2 1 1 2 3 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 537 which represents 57 percent of the total classified vehicles. The number of Vans & Pickups in the study was 340 which represents 36 percent of the total classified vehicles. The number of Busses & Trucks in the study was 36 which represents 4 percent of the total classified vehicles. The number of Tractor Trailers in the study was 31 which represents 3 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 537 305 35 8 16 18 7 18 CHART 2 HEADWAY During the peak traffic period, on 11/15/2024 at [07:30 AM-07:45 AM] the average headway between vehicles was 81.818 seconds. During the slowest traffic period, on 11/12/2024 at [03:15 PM-03:30 PM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 32.00 and 61.00 degrees F. 11/20/2024 08:50 AM Page: 1 Page 27 of 116  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: N Princeton Avenue Location: South of Elm A study of vehicle traffic was conducted with the device having serial number 402499. The study was done in the NB lane at N Princeton Avenue in Villa Park, IL in DuPage county. The study began on 11/12/2024 at 03:00 PM and concluded on 11/19/2024 at 03:00 PM, lasting a total of 168.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 1,153 vehicles passed through the location with a peak volume of 11 on 11/17/2024 at [12:15 PM-12:30 PM] and a minimum volume of 0 on 11/12/2024 at [05:15 PM-05:30 PM]. The AADT count for this study was 165. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 15 - 20 MPH range or lower. The average speed for all classifed vehicles was 17 MPH with 3.23% vehicles exceeding the posted speed of 25 MPH. 0.72% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 15MPH and the 85th percentile was 19.75 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 18 347 610 103 12 5 3 3 3 2 1 3 2 0 2 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 481 which represents 43 percent of the total classified vehicles. The number of Vans & Pickups in the study was 561 which represents 50 percent of the total classified vehicles. The number of Busses & Trucks in the study was 45 which represents 4 percent of the total classified vehicles. The number of Tractor Trailers in the study was 25 which represents 2 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 481 502 59 14 20 13 5 20 CHART 2 HEADWAY During the peak traffic period, on 11/17/2024 at [12:15 PM-12:30 PM] the average headway between vehicles was 75 seconds. During the slowest traffic period, on 11/12/2024 at [05:15 PM-05:30 PM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 45.00 and 70.00 degrees F. 11/20/2024 08:49 AM Page: 1 Page 28 of 116  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: N Princeton Avenue Location: South of Elm A study of vehicle traffic was conducted with the device having serial number 402498. The study was done in the SB lane at N Princeton Avenue in Villa Park, IL in DuPage county. The study began on 11/12/2024 at 03:00 PM and concluded on 11/19/2024 at 03:00 PM, lasting a total of 168.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 927 vehicles passed through the location with a peak volume of 8 on 11/15/2024 at [03:00 PM-03:15 PM] and a minimum volume of 0 on 11/12/2024 at [07:30 PM-07:45 PM]. The AADT count for this study was 132. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 20 - 25 MPH range or lower. The average speed for all classifed vehicles was 21 MPH with 12.90% vehicles exceeding the posted speed of 25 MPH. 0.70% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 20MPH and the 85th percentile was 24.71 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 17 54 331 341 82 16 1 2 1 2 1 0 1 2 2 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 504 which represents 59 percent of the total classified vehicles. The number of Vans & Pickups in the study was 318 which represents 37 percent of the total classified vehicles. The number of Busses & Trucks in the study was 18 which represents 2 percent of the total classified vehicles. The number of Tractor Trailers in the study was 11 which represents 1 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 504 287 31 8 7 4 3 9 CHART 2 HEADWAY During the peak traffic period, on 11/15/2024 at [03:00 PM-03:15 PM] the average headway between vehicles was 100 seconds. During the slowest traffic period, on 11/12/2024 at [07:30 PM-07:45 PM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 32.00 and 68.00 degrees F. 11/20/2024 08:49 AM Page: 1 Page 29 of 116  MEMORANDUM TO: Traffic and Safety Commission FROM: Kevin Mantels, Assistant Village Engineer DATE: June 3, 2025 SUBJECT: Item No. 903 - Stop Signs at Division and Princeton RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 30 of 116 From: Mantels, Kevin <kmantels@invillapark.com> Sent: Thursday, February 6, 2025 11:59 AM To: Mantels, Kevin <kmantels@invillapark.com> Cc: J Pienkos <jpienkos@plote.com>; Guerra, Michael <mguerra@invillapark.com>; Manzke, Janelle <jmanzke@invillapark.com> Subject: Traffic and Safety Commission - Division and Princeton Traffic Crash Response Village of Villa Park Traffic and Safety Commissioners are bcc’d on this email. Traffic and Safety Commissioners, The following information was provided by the Villa Park Police Department in response to my inquiry about the traffic crash at the intersection of Division and Princeton that was mentioned during public comments at this week’s meeting: We did respond to a crash at that intersection on Tuesday 01/28/2025 @ 12:49 pm, however it was determined there was no damage to either vehicle & neither driver wanted to make a report. Thanks, Kevin L. Mantels, P.E. Assistant Village Engineer Village of Villa Park Public Works Department Engineering Division P 630.834.8505 | F 630.834.8509 kmantels@invillapark.com Page 31 of 116 Page 32 of 116 Page 33 of 116 Page 34 of 116 Page 35 of 116 Page 36 of 116 Page 37 of 116 Page 38 of 116 Page 39 of 116 Page 40 of 116 Page 41 of 116 Page 42 of 116  315 Village of Villa Park Traffic Study Princeton and Division 3/2025 310 306 305 20 6 300 $ 296 $ 201 304 $ $ $ ! # 740 1,570 W DIVISION ST $ $ 1,907 1,899 ! $ # 35 $ 99 $ 220 N PRINCETON AV 259 252 257 1 inch = 50 feet I Map Revised: Tuesday, May 6, 2025 JRW Page 43 of 116 NORTH PRINCETON AVENUE DATE: 5/6/2025 WEST DIVISION STREET AUTHOR: JRW INTERSECTION OF PRINCETON & DIVISION TRAFFIC STUDY TUESDAY 3/11/2025 00:00 - THURSDAY 3/14/2025 00:00 CST STREET LOCATION LANE ADT TOTAL PEAK MINIMUM Division East of Princeton EB 633 1,899 20 0 Division East of Princeton WB 523 1,570 23 0 Division West of Princeton EB 636 1,907 21 0 Division West of Princeton WB 247 740 17 0 Princeton North of Division NB 201 604 12 0 Princeton North of Division SB 296 887 11 0 Princeton South of Division NB 220 659 14 0 Princeton South of Division SB 99 298 9 0 Division Daily Average: 510 Princeton Daily Average: 204 Page 44 of 116  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: Division Location: East of Intersection A study of vehicle traffic was conducted with the device having serial number 402162. The study was done in the EB lane at Division in Villa Park, IL in DuPage county. The study began on 03/11/2025 at 12:00 AM and concluded on 03/14/2025 at 12:00 AM, lasting a total of 72.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 1,899 vehicles passed through the location with a peak volume of 20 on 03/11/2025 at [05:00 PM-05:15 PM] and a minimum volume of 0 on 03/11/2025 at [11:30 PM-11:45 PM]. The AADT count for this study was 633. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 25 - 30 MPH range or lower. The average speed for all classifed vehicles was 27 MPH with 57.65% vehicles exceeding the posted speed of 25 MPH. 1.19% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 25MPH and the 85th percentile was 33.79 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 8 63 253 426 483 356 101 36 15 9 3 2 5 4 7 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 1084 which represents 61 percent of the total classified vehicles. The number of Vans & Pickups in the study was 586 which represents 33 percent of the total classified vehicles. The number of Busses & Trucks in the study was 57 which represents 3 percent of the total classified vehicles. The number of Tractor Trailers in the study was 42 which represents 2 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 1084 518 68 15 24 28 21 13 CHART 2 HEADWAY During the peak traffic period, on 03/11/2025 at [05:00 PM-05:15 PM] the average headway between vehicles was 42.857 seconds. During the slowest traffic period, on 03/11/2025 at [11:30 PM-11:45 PM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 36.00 and 68.00 degrees F. 05/06/2025 10:34 AM Page: 1 Page 45 of 116  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: Division Location: East of Intersection A study of vehicle traffic was conducted with the device having serial number 402495. The study was done in the WB lane at Division in Villa Park, IL in DuPage county. The study began on 03/11/2025 at 12:00 AM and concluded on 03/14/2025 at 12:00 AM, lasting a total of 72.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 1,570 vehicles passed through the location with a peak volume of 23 on 03/11/2025 at [03:15 PM-03:30 PM] and a minimum volume of 0 on 03/13/2025 at [11:45 PM-12:00 AM]. The AADT count for this study was 523. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 20 - 25 MPH range or lower. The average speed for all classifed vehicles was 24 MPH with 38.62% vehicles exceeding the posted speed of 25 MPH. 1.34% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 20MPH and the 85th percentile was 31.36 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 28 133 369 387 308 151 51 24 12 11 4 4 0 4 8 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 897 which represents 60 percent of the total classified vehicles. The number of Vans & Pickups in the study was 457 which represents 31 percent of the total classified vehicles. The number of Busses & Trucks in the study was 62 which represents 4 percent of the total classified vehicles. The number of Tractor Trailers in the study was 74 which represents 5 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 897 384 73 11 33 29 19 48 CHART 2 HEADWAY During the peak traffic period, on 03/11/2025 at [03:15 PM-03:30 PM] the average headway between vehicles was 37.5 seconds. During the slowest traffic period, on 03/13/2025 at [11:45 PM-12:00 AM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 37.00 and 72.00 degrees F. 05/06/2025 10:34 AM Page: 1 Page 46 of 116  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: Division Location: West of Intersection A study of vehicle traffic was conducted with the device having serial number 402500. The study was done in the EB lane at Division in Villa Park, IL in DuPage county. The study began on 03/11/2025 at 12:00 AM and concluded on 03/14/2025 at 12:00 AM, lasting a total of 72.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 1,907 vehicles passed through the location with a peak volume of 21 on 03/12/2025 at [06:15 PM-06:30 PM] and a minimum volume of 0 on 03/11/2025 at [11:30 PM-11:45 PM]. The AADT count for this study was 636. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 25 - 30 MPH range or lower. The average speed for all classifed vehicles was 30 MPH with 72.75% vehicles exceeding the posted speed of 25 MPH. 2.90% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 25MPH and the 85th percentile was 36.61 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 21 54 107 306 545 432 168 67 25 14 10 4 6 9 23 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 908 which represents 51 percent of the total classified vehicles. The number of Vans & Pickups in the study was 695 which represents 39 percent of the total classified vehicles. The number of Busses & Trucks in the study was 98 which represents 5 percent of the total classified vehicles. The number of Tractor Trailers in the study was 87 which represents 5 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 908 578 117 28 45 32 32 51 CHART 2 HEADWAY During the peak traffic period, on 03/12/2025 at [06:15 PM-06:30 PM] the average headway between vehicles was 40.909 seconds. During the slowest traffic period, on 03/11/2025 at [11:30 PM-11:45 PM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 37.00 and 77.00 degrees F. 05/06/2025 10:35 AM Page: 1 Page 47 of 116  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: Division Location: West of Intersection A study of vehicle traffic was conducted with the device having serial number 402553. The study was done in the WB lane at Division in Villa Park, IL in DuPage county. The study began on 03/11/2025 at 12:00 AM and concluded on 03/14/2025 at 12:00 AM, lasting a total of 72.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 740 vehicles passed through the location with a peak volume of 17 on 03/11/2025 at [03:15 PM-03:30 PM] and a minimum volume of 0 on 03/11/2025 at [02:15 PM-02:30 PM]. The AADT count for this study was 247. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 25 - 30 MPH range or lower. The average speed for all classifed vehicles was 30 MPH with 72.55% vehicles exceeding the posted speed of 25 MPH. 3.92% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 25MPH and the 85th percentile was 36.97 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 10 36 61 75 195 160 61 24 8 7 7 3 2 3 11 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 339 which represents 51 percent of the total classified vehicles. The number of Vans & Pickups in the study was 266 which represents 40 percent of the total classified vehicles. The number of Busses & Trucks in the study was 31 which represents 5 percent of the total classified vehicles. The number of Tractor Trailers in the study was 25 which represents 4 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 339 217 49 12 13 10 8 15 CHART 2 HEADWAY During the peak traffic period, on 03/11/2025 at [03:15 PM-03:30 PM] the average headway between vehicles was 50 seconds. During the slowest traffic period, on 03/11/2025 at [02:15 PM-02:30 PM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 37.00 and 75.00 degrees F. 05/06/2025 10:36 AM Page: 1 Page 48 of 116  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: Princeton Location: North of Intersection A study of vehicle traffic was conducted with the device having serial number 402498. The study was done in the NB lane at Princeton in Villa Park, IL in DuPage county. The study began on 03/11/2025 at 12:00 AM and concluded on 03/14/2025 at 12:00 AM, lasting a total of 72.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 604 vehicles passed through the location with a peak volume of 12 on 03/12/2025 at [03:00 PM-03:15 PM] and a minimum volume of 0 on 03/11/2025 at [08:45 PM-09:00 PM]. The AADT count for this study was 201. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 15 - 20 MPH range or lower. The average speed for all classifed vehicles was 19 MPH with 9.14% vehicles exceeding the posted speed of 25 MPH. 3.05% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 15MPH and the 85th percentile was 22.70 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 15 171 215 76 16 8 2 3 3 0 3 2 2 1 8 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 332 which represents 64 percent of the total classified vehicles. The number of Vans & Pickups in the study was 135 which represents 26 percent of the total classified vehicles. The number of Busses & Trucks in the study was 30 which represents 6 percent of the total classified vehicles. The number of Tractor Trailers in the study was 24 which represents 5 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 332 118 17 7 17 7 9 18 CHART 2 HEADWAY During the peak traffic period, on 03/12/2025 at [03:00 PM-03:15 PM] the average headway between vehicles was 69.231 seconds. During the slowest traffic period, on 03/11/2025 at [08:45 PM-09:00 PM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 39.00 and 91.00 degrees F. 05/06/2025 10:31 AM Page: 1 Page 49 of 116  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: Princeton Location: North of Intersection A study of vehicle traffic was conducted with the device having serial number 402499. The study was done in the SB lane at Princeton in Villa Park, IL in DuPage county. The study began on 03/11/2025 at 12:00 AM and concluded on 03/14/2025 at 12:00 AM, lasting a total of 72.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 887 vehicles passed through the location with a peak volume of 11 on 03/11/2025 at [08:00 PM-08:15 PM] and a minimum volume of 0 on 03/11/2025 at [12:30 PM-12:45 PM]. The AADT count for this study was 296. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 9 MPH range or lower. The average speed for all classifed vehicles was 12 MPH with 8.59% vehicles exceeding the posted speed of 25 MPH. 2.46% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 9MPH and the 85th percentile was 15.57 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 346 264 44 16 14 11 7 7 3 3 3 3 4 1 7 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 328 which represents 45 percent of the total classified vehicles. The number of Vans & Pickups in the study was 289 which represents 40 percent of the total classified vehicles. The number of Busses & Trucks in the study was 63 which represents 9 percent of the total classified vehicles. The number of Tractor Trailers in the study was 44 which represents 6 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 328 220 69 18 35 14 10 39 CHART 2 HEADWAY During the peak traffic period, on 03/11/2025 at [08:00 PM-08:15 PM] the average headway between vehicles was 75 seconds. During the slowest traffic period, on 03/11/2025 at [12:30 PM-12:45 PM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 39.00 and 91.00 degrees F. 05/06/2025 10:32 AM Page: 1 Page 50 of 116  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: Princeton Location: South of Intersection A study of vehicle traffic was conducted with the device having serial number 402164. The study was done in the NB lane at Princeton in Villa Park, IL in DuPage county. The study began on 03/11/2025 at 12:00 AM and concluded on 03/14/2025 at 12:00 AM, lasting a total of 72.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 659 vehicles passed through the location with a peak volume of 14 on 03/12/2025 at [02:45 PM-03:00 PM] and a minimum volume of 0 on 03/11/2025 at [12:00 PM-12:15 PM]. The AADT count for this study was 220. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 9 MPH range or lower. The average speed for all classifed vehicles was 11 MPH with 10.84% vehicles exceeding the posted speed of 25 MPH. 2.25% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 9MPH and the 85th percentile was 16.00 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 318 90 20 8 9 10 12 4 3 4 0 1 2 2 6 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 290 which represents 60 percent of the total classified vehicles. The number of Vans & Pickups in the study was 118 which represents 24 percent of the total classified vehicles. The number of Busses & Trucks in the study was 31 which represents 6 percent of the total classified vehicles. The number of Tractor Trailers in the study was 46 which represents 9 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 290 94 24 9 14 21 9 28 CHART 2 HEADWAY During the peak traffic period, on 03/12/2025 at [02:45 PM-03:00 PM] the average headway between vehicles was 60 seconds. During the slowest traffic period, on 03/11/2025 at [12:00 PM-12:15 PM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 37.00 and 75.00 degrees F. 05/06/2025 10:33 AM Page: 1 Page 51 of 116  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: Princeton Location: South of Intersection A study of vehicle traffic was conducted with the device having serial number 402497. The study was done in the SB lane at Princeton in Villa Park, IL in DuPage county. The study began on 03/11/2025 at 12:00 AM and concluded on 03/14/2025 at 12:00 AM, lasting a total of 72.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 298 vehicles passed through the location with a peak volume of 9 on 03/11/2025 at [08:45 AM-09:00 AM] and a minimum volume of 0 on 03/11/2025 at [04:45 PM-05:00 PM]. The AADT count for this study was 99. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 15 - 20 MPH range or lower. The average speed for all classifed vehicles was 19 MPH with 7.27% vehicles exceeding the posted speed of 25 MPH. 1.09% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 15MPH and the 85th percentile was 22.79 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 6 60 137 52 9 1 5 1 0 1 0 1 1 0 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 177 which represents 65 percent of the total classified vehicles. The number of Vans & Pickups in the study was 66 which represents 24 percent of the total classified vehicles. The number of Busses & Trucks in the study was 18 which represents 7 percent of the total classified vehicles. The number of Tractor Trailers in the study was 13 which represents 5 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 177 55 11 7 8 4 4 9 CHART 2 HEADWAY During the peak traffic period, on 03/11/2025 at [08:45 AM-09:00 AM] the average headway between vehicles was 90 seconds. During the slowest traffic period, on 03/11/2025 at [04:45 PM-05:00 PM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 36.00 and 79.00 degrees F. 05/06/2025 10:33 AM Page: 1 Page 52 of 116  MEMORANDUM TO: Traffic and Safety Commission FROM: DATE: June 3, 2025 SUBJECT: Item No. 906 - Crosswalk across Ardmore Avenue near Lufkin Park RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 53 of 116  MEMORANDUM TO: Traffic and Safety Commission FROM: Kevin Mantels, Assistant Village Engineer DATE: June 3, 2025 SUBJECT: Item No. 908 - Speeding / traffic safety issues on Madison between Villa and Riverside RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 54 of 116 Page 55 of 116 Page 56 of 116 Page 57 of 116 Page 58 of 116 Page 59 of 116 Page 60 of 116 Page 61 of 116 Page 62 of 116 Page 63 of 116 Page 64 of 116 Page 65 of 116 Page 66 of 116 Page 67 of 116 Page 68 of 116 Page 69 of 116 Page 70 of 116 Page 71 of 116  MEMORANDUM TO: Traffic and Safety Commission FROM: DATE: June 3, 2025 SUBJECT: Item No. 909 - Reverse Parking on Wildwood from South to North-Illinois to Euclid RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 72 of 116  N CHARLES AV N SUMMIT N EUCLID N ILLINOIS E ST CHARLES RD AV AV AV East Wildwood Ave Parking Restrictions Village of Villa Park Municipal Code of Ordinances Section 14-207. - No parking zones. Wildwood Avenue, north side, from Illinois Avenue to a point one hundred ninety (190) feet east of the east right-of-way line of Euclid Avenue. S ILLINOIS AV S CHARLES AV S SUMMIT AV Wildwood Avenue, south side, from Myrtle Avenue S EUCLID AV to Route 83. E WILDWO OD AV S VILLA AV GREAT WE STERN TR E KENILW ORTH AV OVALTINE CT S CORTESI AV S MYRTLE AV Legend No Parking Anytime ° Last Revised 03/05/2025 EC ENTRA L BL PRA IRIE PAT H RK B L E PA Page 73 of 116  PUBLISHED IN PAMPHLET FORM THE FOLLOWING: ORDINANCE NO. 4020 TITLED: An Ordinance Amending Section 14- 204 ( a), Loading Zones; Section 14- 207 ( c), No Parking Zones; Section 14- 208, Restricted Parking Hours; Section 14- 209, Thirty -Minute Parking; Section 14-212, Central Boulevard Parking Lot; and Section 14-223, Designated Parking Spaces for the Handicapped, Removing Section 14-213, Cortesi Street Municipal Parking Lot and Section 14-214, Park Boulevard Parking Lot and Adding Section 14- 208. 5, Three -Hour Parking of the Villa Park Municipal Code HOSANNA KORYNECKY VILLAGE CLERK VILLAGE OF VILLA PARK Page 74 of 116 STATE OF ILLINOIS) ss COUNTY OF DU PAGE) I, Hosanna Korynecky, Village Clerk of the Village of Villa Park, Illinois, DO HEREBY CERTIFY that as such Village Clerk and keeper of the records of the Village of Villa Park, that the foregoing is a true and duplicate original of: 4020 — ORDINANCE OF THE VILLAGE OF VILLA PARK, DUPAGE COUNTY, ILLINOIS, AMENDING SECTION 14- 204 A), LOADING ZONES; SECTION 14- 207 ( C), NO PARKING ZONES; SECTION 14- 208, RESTRICTED PARKING HOURS; SECTION 14- 209, THIRTY -MINUTE PARKING; SECTION 14- 212, CENTRAL BOULEVARD PARKING LOT; AND SECTION 14- 223, DESIGNATED PARKING SPACES FOR THE HANDICAPPED, REMOVING SECTION 14- 213, CORTESI STREET MUNICIPAL PARKING LOT AND SECTION 14- 214, PARK BOULEVARD PARKING LOT AND ADDING SECTION 14- 208. 5, THREE- HOUR PARKING OF THE VILLA PARK MUNICIPAL CODE Passed on and approved by the President and Board of Trustees of the Village of Villa Park on: Dated March 26, 2018 26th IN WITNESS WHEROF, I have subscribed my name and affixed my seal this day of March, 2018. Seal Hosanna Kcry cky, Clerl3 Village Villa Park Page 75 of 116  ORDINANCE NO. 4020 AN ORDINANCE AMENDING SECTION 14- 204 ( a), LOADING ZONES; SECTION 14- 207 ( c), NO PARKING ZONES; SECTION 14- 208, RESTRICTED PARKING HOURS; SECTION 14- 209, THIRTY -MINUTE PARKING; SECTION 14- 212, CENTRAL BOULEVARD PARKING LOT; AND SECTION 14- 223, DESIGNATED PARKING SPACES FOR THE HANDICAPPED, REMOVING SECTION 14- 213, CORTESI STREET MUNICIPAL PARKING LOT AND SECTION 14- 214, PARK BOULEVARD PARKING LOT AND ADDING SECTION 14- 208. 5, THREE- HOUR PARKING OF THE VILLA PARK MUNICIPAL CODE WHEREAS, the Village of Villa Park is a municipal corporation duly organized and existing under the laws of the State of Illinois; and WHEREAS, Village Staff has recommended to the President and Board of Trustees an amendment of Section 14- 204 ( a), Loading Zones; Section 14- 207 ( c), No parking zones; Section 14- 208, Restricted parking hours; Section 14- 209, Thirty -minute parking; Section 14- 212, Central Boulevard parking lot; and Section 14- 223, Designated parking spaces for the handicapped, of Chapter 14, Motor Vehicles and Traffic, of the Villa Park Municipal Code, to amend parking restrictions in the Villa Business District; and WHEREAS, Village Staff has recommended to the President and Board of Trustees the removal of Section 14- 213, Cortesi Street municipal parking lot and Section 14- 214, Park Boulevard parking lot, of Chapter 14, Motor Vehicles and Traffic, of the Villa Park Municipal Code, to remove parking restrictions in the Villa Business District; and WHEREAS, Village Staff has recommended to the President and Board of Trustees the addition of Section 14- 208. 5, Three- hour parking, of Chapter 14, Motor Vehicles and Traffic, of the Villa Park Municipal Code, to amend parking restrictions in the Villa Business District; and WHEREAS, the President and Board of Trustees of the Village of Villa Park have duly considered the recommendations of Village Staff and concur with said recommendations; and WHEREAS, the President and Board of Trustees of the Village of Villa Park have Page 76 of 116 Ordinance Number: 4020 determined that it is in the best interests of the citizens of the Village of Villa Park to amend Section 14- 204, Section 14- 207, Section 14- 208, Section 14- 209, Section 14- 212, and Section 14- 223; remove Section 14- 213 and section 14- 214; and add section 14- 208. 5 as more particularly set forth hereinafter; NOW THEREFORE, BE IT ORDAINED by the President and Board of Trustees of the Village of Villa Park, DuPage County, State of Illinois as follows: SECTION 1: That subsection ( a) of Section 14- 204, Loading zones, of Chapter 14 of the Villa Park Municipal Code, as previously adopted and subsequently amended, is hereby further amended to delete the following: Kenilworth Avenue, between Myrtle Avenue and Villa Avenue." Myrtle Avenue, west side, from the north line of Kenilworth Avenue northerly for a distance of one hundred twenty ( 120) feet." SECTION 2: That subsection ( c) of Section 14- 207, No parking zones, of Chapter 14 of the Villa Park Municipal Code, as previously adopted and subsequently amended, is hereby further amended to delete the following: Central Boulevard, south side, from Myrtle Avenue to Villa Avenue." Cortesi Avenue ( formerly known as New Street), both sides from Kenilworth Avenue to Central Boulevard." Cortesi Avenue ( formerly known as New Street), east side, from Kenilworth Avenue to the right- of- way of the former Chicago & Great Western Railroad." Kenilworth Avenue, north side, from Villa Avenue to Cornell Avenue." Kenilworth Avenue, south side, from Myrtle Avenue to Euclid Avenue." Villa Avenue, west side, from Central Boulevard to Van Buren Street Extended." Wildwood Avenue, south side, from Illinois Avenue to the west side of Myrtle Avenue." Page 77 of 116 Ordinance Number: 4020 SECTION 3: That subsection ( c) of Section 14- 207, No parking zones, of Chapter 14 of the Villa Park Municipal Code, as previously adopted and subsequently amended, is hereby further amended to add thereto the following: Cortesi Avenue, east side, from Central Boulevard to a point one hundred forty six ( 146) feet north of the north right- of-way line of Kenilworth Avenue." Cortesi Avenue, north side, from Myrtle Avenue to a point one hundred seventy six ( 176) feet east of the east right- of-way line of Myrtle Avenue." Cortesi Avenue, south side, from the east right- of-way line of Myrtle Avenue to a point twenty five ( 25) feet east." Cortesi Avenue, south side, from the west right- of-way line of Cortesi Avenue to a point thirty six ( 36) feet west." Kenilworth Avenue, north side, from Euclid Avenue to Cornell Avenue." Kenilworth Avenue, north side, from Cortesi Avenue to a point one hundred twenty one ( 121) feet west of the west right-of-way line of Myrtle Avenue." Kenilworth Avenue, both sides, from Villa Avenue to Cortesi Avenue." Myrtle Avenue, west side, from Cortesi Avenue to Kenilworth Avenue." Ovaltine Court, south side, from Villa Avenue east to the alley." Wildwood Avenue, north side, from Illinois Avenue to a point one hundred ninety ( 190) feet east of the east right- of-way line of Euclid Avenue." SECTION 4: That of Section 14- 208, Restricted parking hours, of Chapter 14 of the Villa Park Municipal Code, as previously adopted and subsequently amended, is hereby further amended to delete the following: Kenilworth Avenue, south side, from Myrtle Avenue to Cortesi Avenue; Page 78 of 116 Ordinance Number: 4020 except vehicles may park for not more than fifteen ( 15) minutes along the south side of Kenilworth Avenue from Myrtle Avenue to Cortesi Avenue." Myrtle Avenue, east side, from Kenilworth Avenue to the former Chicago Great Western right- of-way." Myrtle Avenue, west side, from Kenilworth Avenue to Central Boulevard." Ovaltine Court, north side, from Villa Avenue to the alley." Villa Avenue, east side, from Wildwood Avenue to a point one hundred fifty ( 150) feet north of Wildwood Avenue." Villa Avenue, west side, from Central Boulevard to Wildwood Avenue." Villa Avenue, east side from a point forty- four feet south of the centerline of Central Boulevard to Wildwood Avenue." SECTION 5: That of Section 14- 209, Thirty -minute parking, of Chapter 14 of the Villa Park Municipal Code, as previously adopted and subsequently amended, is hereby further amended to add thereto the following: Villa Avenue, west side, from Wildwood Avenue to Central Boulevard from 9: 00 a. m. to 8: 00 p. m." SECTION 6: That of Section 14- 212, Central Boulevard parking lot, of Chapter 14 of the Villa Park Municipal Code, as previously adopted and subsequently amended, is hereby further amended to delete the following: b) Parking is herby prohibited in the westerly most parking places twenty 20) on the north and twenty ( 20) on the south and from the west end of the lot to the west edge of the driveway entering into the lot." SECTION 7: That of Section 14- 212, Central Boulevard parking lot, of Chapter 14 of the Villa Park Municipal Code, as previously adopted and subsequently amended, is hereby further amended to add thereto the following: Page 79 of 116 Ordinance Number: 4020 b) There shall be no parking on the south side of the municipal parking lot west of Villa Avenue." SECTION 8: That of Section 14- 213, Cortesi Street municipal parking lot, of Chapter 14 of the Villa Park Municipal Code, be deleted in its entirety and reserved. SECTION 9: That of Section 14- 214, Park Boulevard parking lot, of Chapter 14 of the Villa Park Municipal Code, be deleted in its entirety and reserved. SECTION 10: That Section 14- 223, Designated parking spaces for the handicapped, of Chapter 14 of the Villa Park Municipal Code, as previously adopted and subsequently amended, is hereby further amended to add thereto the following: Kenilworth Avenue, south side, from Myrtle Avenue to Cortesi Avenue." SECTION 11: The following section shall be added to Chapter 14 of the Villa Park Municipal Code: Sec. 14- 208. 5. — Three- hour parking. It shall be unlawful for any person to park a motor vehicle for in excess of three ( 3) hours at any of the following locations: Villa Avenue, east side, from a point one hundred fifty ( 150) feet north of Wildwood Avenue to the centerline of Central Boulevard extended from 9: 00 a. m. to 8: 00 p. m. Ovaltine Court, north side, from Villa Avenue east to the alley from 9: 00 a. m. to 8: 00 p. m." SECTION 12: That the Village Manager is hereby directed to instruct the Public Works Department to install the appropriate signage as required by the provisions of Page 80 of 116 Ordinance Number: 4020 this ordinance. SECTION 13: All ordinances or parts of ordinances in conflict with this ordinance are hereby repealed to the extent of such conflict. SECTION 14: This ordinance shall be in full force and effect from and after its passage and approval according to law. PASSED AND APPROVED THIS 26th DAY OF March, 2018. VILLAGE OF VILLA PARK President, Village of Villa Park ATTEST: Jerk, Village of Villa ADOPTED this 26th day of March, 2018, pursuant to a roll call vote as follows: AYES: 6 NAYS: 0 ABSENT: 1 ABSTAINING: 0 Page 81 of 116  MEMORANDUM TO: Traffic and Safety Commission FROM: DATE: June 3, 2025 SUBJECT: Item No. 910 - Traffic and parking on Wildwood east of Euclid to Villa Avenue RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 82 of 116  MEMORANDUM TO: Traffic and Safety Commission FROM: DATE: June 3, 2025 SUBJECT: Item No. 911 - Traffic crashes on South Euclid north of Roosevelt Road RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 83 of 116 From: Jonathan Devens Date: March 8, 2025 at 7:56:46 PM CST To: "Harline, Matt" <mharline@invillapark.com>, "Cuzzone Sr., Nick" <presidentcuzzone@invillapark.com> Cc: "Cordova, Jorge" <trusteecordova@invillapark.com>, "Alfano, Cari" <trusteealfano@invillapark.com>, "Patrick, Kevin" <trusteepatrick@invillapark.com>, "Corkery, Jack" <trusteecorkery@invillapark.com>, "Kumar, Deepasriya" <trusteekumar@invillapark.com>, "Kozar, Jack" <trusteekozar@invillapark.com> Subject: Devens: 1505 S Euclid Avenue Mr. Harline and Mr. Cuzzone, I would like to set up a meeting with you this week to discuss the EXTREME DANGER posed to my family, property and neighborhood. Tonight, Saturday, March 8th, 2025 for the THIRD TIME....yes, you're reading that correctly, the THIRD TIME, a car coming out of THORNTONS, CRASHED INTO MY SON'S FRIEND'S CAR. 2017: Drunk driver crashed into my mailbox, flipped onto my lawn 2023: Drunk drive crashed into MY CAR, TOTALLED THE CAR and had to be taken by ambulance. 2025: Driver crashed into car in front of my house, TOTALLED THE CAR and TOOK OFF ENOUGH IS ENOUGH. I WANT A CUL DE SAC OR BARRIERS AT THE END OF MY BLOCK BY THE END OF MARCH!!!! It is YOUR duty as Village Manager to MEET WITH ME and SPEARHEAD IMMEDIATE ACTION!!! I expect a call on Monday, March 10th to MEET WITH YOU and resolve this. This is DANGEROUS, LIFE THREATENING and ABSOLUTE EMBARRASSMENT for the Village. I WILL NOT tolerate this any more and will take ACTION INTO MY OWN HANDS if the Village does not do something about it. I look forward to your call on MONDAY. Jonathan Devens Page 84 of 116  0S626 0S625 0S623 1410 1415 S 1430 South Euclid 0S639 0S626 OAKLAND AV 0S638 1440 1420 1425 0S645 0S639 0S652 1450 0S648 1430 0S661 1435 1440 S VILLA AV 1441 1 1440 1445 1445 0S666 1470 1447 1450 1455 1450 1455 0S680 1460 0S681 0S708 0S705 S EUCLID AV 1500 1500 1505 S SUMMIT AV 0S706 1. 05/28/2023 - VPP23008806 2. 12/16/2019 - VPP19029878 1500 3. 03/11/2023 - VPP23004036 1485 4. 03/08/2025 - VPP25003998 1510 5. 03/14/2021 - VPP21005023 1510 0S717 2 1515 1514 3 1505 1510 1516 TONE PL E BLACKS 1522 4 1524 5 1539 350 1534 200 220 Legend 1544 17W474 A - Incapacitating injury 17W434 240 250 B - Non-incapacitating injury C - Possible injury 180 O - Property damage Addresses Villa Park Boundary D E ROOSEVELT R Page 85 of 116  ILLINOIS TRAFFIC CRASH REPORT 1 1 Sheet ____ of ____ Sheets DRAC TRFD TRFC WEAT DRVA VIS VEHD LGHT COLL MANV * X001794962 * U1 9 U2 9 1 1 1 99 U2 1 99 99 99 99 U1 U2 U1 U2 2 9 U1 99 21 U2 IY003 INVESTIGATING AGENCY DAMAGE TO ANY o $500 OR LESS TYPE OF REPORT þ A No Injury / Drive Away YR AGENCY CRASH REPORT NO. TRFW þ ON SCENE Villa Park PD ONE PERSON'S VEHICLE / PROPERTY o $501 - $1,500 o NOT ON SCENE (DESK REPORT) o B Injury and / or Tow Due to Crash 1 þ OVER $1,500 o AMENDED 19 VPP19029878 VEHT þ City Township o INTERSECTION ADDRESS NO. HIGHWAY OR STREET NAME oY þN DATE OF CRASH TIME SECONDARY CRASH 99 5:10 o AM o YES þ NO RELATED 1505 S EUCLID AVE VILLA PARK 12/16/2019 U1 PRIVATE þ PM FLOW CONDITION (CIRCLE) (CIRCLE) COUNTY PROPERTY oY þN DOORING # OF MOTOR o SLOW 15 o ........................ FT / MI N S E W ______________________________________________________________ WITH o Y VEHICLES INVLD o STOPPED U2 DU PAGE HIT & RUN þY oN PEDALCYCLIST? þN 2 þ FREE FLOW # LNS o AT INTERSECTION WITH (NAME OF INTERSECTION OR ROAD FEATURE) þDRIVER oPARKED oDRIVERLESS oPED oPEDAL o EQUES o NMV o NCV o DV DATE OF BIRTH MAKE MODEL YEAR CIRCLE NUMBER(S) TOWED Y N U1 2 FOR DAMAGED AREA(S) UNKOWN, UNKNOWN UNKNOWN UNKNOWN 00 - NONE DUE TO CRASH oþ NAME (LAST, FIRST, M) STREET ADDRESS mo SEX / day / SAFT yr AIR AUTOMATION LEVEL LEVEL 13 - UNDER CARRIAGE FIRE oþ 2 14 - TOTAL (ALL) U2 SYSTEM IN ENGAGED DISTRACTED o þ ALIGN 9 3 15 - OTHER UNIT 1 o Y þ NO o UNK VEH. AT CRASH * Distraction Value CITY STATE ZIP INJ EJCT EPTH PLATE NO. STATE YEAR 99 - UNKNOWN o þ U1 1 O 9 POINT OF FIRST CONTACT 99 COM VEH * IF YES SEE SIDEBAR PHONE NUMBER DRIVER LICENSE NO. STATE CLASS CDL ID VIN INSURANCE CO. EXPIRED 1 o Y o N U2 RSUR EMS AGENCY PEDV PPA PPL VEHICLE OWNER (LAST, FIRST, M.I.) POLICY NO. INCIDENT IF "Y" UNKNOWN 1 HOSPITAL (TAKEN TO) OWNER STREET, CITY, STATE, ZIP PHONE NUMBER RESPONDER VEHU o Y oN oDRIVER þPARKED oDRIVERLESS oPED oPEDAL o EQUES o NMV o NCV o DV DATE OF BIRTH MAKE MODEL YEAR CIRCLE NUMBER(S) TOWED Y N U1 99 FOR DAMAGED AREA(S) HONDA PILOT 2011 DUE TO CRASH oþ NAME (LAST, FIRST, M) STREET ADDRESS mo SEX / day / SAFT yr AIR AUTOMATION LEVEL LEVEL 00 - NONE 13 - UNDER CARRIAGE FIRE oþ 2 U2 14 - TOTAL (ALL) o o SPDR UNIT 2 SYSTEM IN ENGAGED DISTRACTED 15 - OTHER o Y þ NO o UNK VEH. AT CRASH * Distraction Value CITY STATE ZIP INJ EJCT EPTH PLATE NO. STATE YEAR 99 - UNKNOWN ¡ o þ U1 9 IL 2020 POINT OF FIRST CONTACT 6 COM VEH * IF YES SEE SIDEBAR PHONE NUMBER DRIVER LICENSE NO. STATE CLASS CDL ID VIN INSURANCE CO. EXPIRED 0 o Y þ N U2 RDEF EMS AGENCY PEDV PPA PPL VEHICLE OWNER (LAST, FIRST, M.I.) POLICY NO. INCIDENT IF "Y" 6291776C2513A 1 HOSPITAL (TAKEN TO) OWNER ADDRESS (STREET, CITY, STATE, ZIP) PHONE NUMBER RESPONDER BAC o o (UNIT) (SEAT) (DOB) (SEX) (SAFT) (AIR) (INJ) (EJCT) (EPTH) Y N PASSENGERS & WITNESSES ONLY (NAME) / (ADDR) / (TEL) (HOSP) (EMS) 996 U1 996 U2 # OCCS U1 1 0 (EVNO) (MOST) (EVNT) (LOC) DAMAGED PROPERTY OWNER NAME DAMAGED PROPERTY POLICE NOTIFIED TIME U2 o AM Did crash occur oY 1 þ 18 1 12/16/2019 5:20 þ PM in a Work Zone? þN DIRP 9 UNIT 1 PROPERTY OWNERS ADDRESS: STREET, CITY, STATE, ZIP PRIMARY SECONDARY EMS NOTIFIED TIME 2 o 99 99 o AM o PM o If YES check one below: Construction U1 3 o o CITATIONS ISSUED o PENDING SECTION CITATION NO. EMS ARRIVED TIME o AM o Maintenance 1 U2 o PM þ 11 ARREST NAME SLMT 1 o Utility 1 o CITATIONS ISSUED o PENDING SECTION CITATION NO. ROAD CLEARANCE TIME o AM 99 o PM o UNIT 2 Unknown work zone type U1 2 o ARREST NAME OFFICER ID. SIGNATURE BEAT / DIST. SUPERVISOR ID. COURT DATE TIME o AM oY 99 3 o 452 Patrick Lyons Jim Cihak, 352 o PM Workers present? þN U2 Page 86 of 116  A Diagram and Narrative are required on all Type B crashes, LARGE TRUCK, BUS, OR HM VEHICLE X001794962 even if units have been moved prior to the officer's arrival. IF MORE THAN ONE CMV IS INVOLVED, USE SR 1050A ADDITIONAL UNITS FORMS. A CMV is defined as any motor vehicle used to transport passengers or property and: 1. Has a weight rating of more than 10,000 pounds (example: truck or truck/trailer combination): or 2. Is used or designed to transport more than 15 passengers including the driver (example: shuttle or charter bus): or 3. Is designed to carry 15 or fewer passengers and operated by a contract carrier transporting employees in the course of their employment (example: employee transporter - usually a van type vehicle or passenger car): or 4. Is used or designed to transport between 9 and 15 passengers, including the driver, for direct compensation (example: large van used for specific purpose): or 5. Is any vehicle used to transport any hazardous material (HAZMAT) that requires placarding (example: placards will be displayed on the vehicle). UNIT ____ CARRIER NAME _________________________________________________ ADDRESS _______________________________________________________ _______________________________________________________ CITY/STATE/ZIP ___________________________________________________ NARRATIVE (refer to vehicle by unit #) MOTOR CARR. ID o Interstate o Intrastate Unit 2 was parked on roadway on S Euclid. Unit 2 noticed that the vehicle was damaged o Not In Comm./Govt. o Not In Comm./Other when unknown third party noticed damage and pieces of car in roadway. Unit 2 had USDOT NO. _________________________ ILLCC NO. __________________ Source of above damage in the rear on the driver side. o Side of Truck o Papers o Driver o Log Book GVWR/GCWR o <10,000 o 10,000 - 26,000 o >26,000 Were HAZMAT placards on vehicle? o Yes o No Unkown Info for Unit 1. If yes, name on placard _______________________________________ 4 digit UN NO. ___________________ 1 digit Hazard Class NO. _______ Did HAZMAT Spill from vehicle (do NOT consider FUEL from vehicle's own tank)? o Yes o No o Unknown Did HAZMAT Regulations violation contribute to the crash? o Yes o No o Unknown Did Motor Carrier Safety Regulations (MCS) violation contribute to the crash? o Yes o No o Unknown Was a Driver/Vehicle Examination Report form completed? HAZMAT o Yes o No o Unknown Out of Service o Yes o No MCS o Yes o No o Unknown Out of Service o Yes o No Form Number _____________________________________________ IDOT PERMIT NO. ________________ WIDELOAD? o Y o N TRAILER VIN 1 ___________________________________________ LOCAL USE ONLY TRAILER VIN 2 ___________________________________________ TRAILER WIDTH(S) 0 - 96" 97 - 102" > 102" N 41.8619 U1 Race: U2 Race: TRAILER 1 o o o W -87.9705 TRAILER 2 o o o U1 COLOR U2 COLOR U1 Drug 1 U1 Drug 2 U2 Drug 1 U2 Drug 2 TRAILER LENGTH(S) 1 __________ ft 2 __________ ft TOTAL VEHICLE LENGTH __________ ft NO. OF AXLES __________ U1 TOWED DUE TO o DISABLING DAMAGE o NOT DISABLING DAMAGE DAMAGE EXTENT: U1 TOWED BY / TO : SELECT CODES FROM BACK OF CRASH BOOKLET U2 TOWED DUE TO o DISABLING DAMAGE o NOT DISABLING DAMAGE DAMAGE EXTENT: U2 TOWED BY / TO : VEHICLE CONFIG. ______ CARGO BODY TYPE ______ LOAD TYPE ______ Page 87 of 116  ILLINOIS TRAFFIC CRASH REPORT 1 1 Sheet ____ of ____ Sheets DRAC TRFD TRFC WEAT DRVA VIS VEHD LGHT COLL MANV * X002181613 * U1 9 U2 1 1 1 1 99 U2 1 99 U1 U2 1 99 U1 U2 1 9 9 U1 99 21 U2 IY003 INVESTIGATING AGENCY DAMAGE TO ANY o $500 OR LESS TYPE OF REPORT þ A No Injury / Drive Away YR AGENCY CRASH REPORT NO. TRFW þ ON SCENE Villa Park PD ONE PERSON'S VEHICLE / PROPERTY o $501 - $1,500 o NOT ON SCENE (DESK REPORT) o B Injury and / or Tow Due to Crash 1 þ OVER $1,500 o AMENDED 21 VPP21005023 VEHT þ City Township o INTERSECTION ADDRESS NO. HIGHWAY OR STREET NAME oY þN DATE OF CRASH TIME SECONDARY CRASH 99 1:00 þ AM o YES þ NO RELATED 1505 S EUCLID AVE VILLA PARK 3/14/2021 U1 PRIVATE o PM FLOW CONDITION (CIRCLE) (CIRCLE) COUNTY PROPERTY oY þN DOORING # OF MOTOR o SLOW 15 o ........................ FT / MI N S E W ______________________________________________________________ WITH o Y VEHICLES INVLD o STOPPED U2 DU PAGE HIT & RUN þY oN PEDALCYCLIST? þN 2 þ FREE FLOW # LNS o AT INTERSECTION WITH (NAME OF INTERSECTION OR ROAD FEATURE) þDRIVER oPARKED oDRIVERLESS oPED oPEDAL o EQUES o NMV o NCV o DV DATE OF BIRTH MAKE MODEL YEAR CIRCLE NUMBER(S) TOWED Y N U1 2 FOR DAMAGED AREA(S) UNKNOWN, UNKNOWN UNK UNK 00 - NONE DUE TO CRASH oþ NAME (LAST, FIRST, M) STREET ADDRESS mo SEX / day / SAFT yr AIR AUTOMATION LEVEL LEVEL 13 - UNDER CARRIAGE FIRE oþ 2 14 - TOTAL (ALL) U2 SYSTEM IN ENGAGED DISTRACTED o þ ALIGN UNKNOWN 9 3 15 - OTHER UNIT 1 o Y o NO þ UNK VEH. AT CRASH CITY STATE ZIP INJ EJCT EPTH PLATE NO. STATE YEAR ¡99 - UNKNOWN * Distraction Value o þ U1 1 UNKNOWN O 1 POINT OF FIRST CONTACT 99 COM VEH * IF YES SEE SIDEBAR PHONE NUMBER DRIVER LICENSE NO. STATE CLASS CDL ID VIN INSURANCE CO. EXPIRED 1 o Y o N U2 RSUR EMS AGENCY PEDV PPA PPL VEHICLE OWNER (LAST, FIRST, M.I.) POLICY NO. INCIDENT IF "Y" UNKNOWN, UNKNOWN 1 HOSPITAL (TAKEN TO) OWNER STREET, CITY, STATE, ZIP PHONE NUMBER RESPONDER VEHU o Y oN UNKNOWN UNKNOWN, oDRIVER þPARKED oDRIVERLESS oPED oPEDAL o EQUES o NMV o NCV o DV DATE OF BIRTH MAKE MODEL YEAR CIRCLE NUMBER(S) TOWED Y N U1 99 FOR DAMAGED AREA(S) CADILLAC SRX 2004 DUE TO CRASH oþ NAME (LAST, FIRST, M) STREET ADDRESS mo SEX / day / SAFT yr AIR AUTOMATION LEVEL LEVEL 00 - NONE 13 - UNDER CARRIAGE FIRE oþ 2 U2 14 - TOTAL (ALL) o o SPDR UNIT 2 SYSTEM IN ENGAGED DISTRACTED 15 - OTHER o Y þ NO o UNK VEH. AT CRASH * Distraction Value CITY STATE ZIP INJ EJCT EPTH PLATE NO. STATE YEAR 99 - UNKNOWN ¡ o þ U1 9 IL 2021 POINT OF FIRST CONTACT 8 COM VEH * IF YES SEE SIDEBAR PHONE NUMBER DRIVER LICENSE NO. STATE CLASS CDL ID VIN INSURANCE CO. EXPIRED 0 o Y þ N U2 RDEF EMS AGENCY PEDV PPA PPL VEHICLE OWNER (LAST, FIRST, M.I.) POLICY NO. INCIDENT IF "Y" 1 HOSPITAL (TAKEN TO) OWNER ADDRESS (STREET, CITY, STATE, ZIP) PHONE NUMBER RESPONDER BAC o o (UNIT) (SEAT) (DOB) (SEX) (SAFT) (AIR) (INJ) (EJCT) (EPTH) Y N PASSENGERS & WITNESSES ONLY (NAME) / (ADDR) / (TEL) (HOSP) (EMS) 996 U1 996 U2 # OCCS U1 1 0 (EVNO) (MOST) (EVNT) (LOC) DAMAGED PROPERTY OWNER NAME DAMAGED PROPERTY POLICE NOTIFIED TIME U2 o AM Did crash occur oY 1 þ 18 1 3/14/2021 5:36 þ PM in a Work Zone? þN DIRP 9 UNIT 1 PROPERTY OWNERS ADDRESS: STREET, CITY, STATE, ZIP PRIMARY SECONDARY EMS NOTIFIED TIME 2 o 18 99 o AM o PM o If YES check one below: Construction U1 3 o o CITATIONS ISSUED o PENDING SECTION CITATION NO. EMS ARRIVED TIME o AM o Maintenance 1 U2 o PM þ 11 ARREST NAME SLMT 1 o Utility 1 o CITATIONS ISSUED o PENDING SECTION CITATION NO. ROAD CLEARANCE TIME o AM 25 o PM o UNIT 2 Unknown work zone type U1 2 o ARREST NAME OFFICER ID. SIGNATURE BEAT / DIST. SUPERVISOR ID. COURT DATE TIME o AM oY 25 3 o 452 Patrick Lyons Jim Cihak, 352 o PM Workers present? þN U2 Page 88 of 116  A Diagram and Narrative are required on all Type B crashes, LARGE TRUCK, BUS, OR HM VEHICLE X002181613 even if units have been moved prior to the officer's arrival. IF MORE THAN ONE CMV IS INVOLVED, USE SR 1050A ADDITIONAL UNITS FORMS. A CMV is defined as any motor vehicle used to transport passengers or property and: 1. Has a weight rating of more than 10,000 pounds (example: truck or truck/trailer combination): or 2. Is used or designed to transport more than 15 passengers including the driver (example: shuttle or charter bus): or 3. Is designed to carry 15 or fewer passengers and operated by a contract carrier transporting employees in the course of their employment (example: employee transporter - usually a van type vehicle or passenger car): or 4. Is used or designed to transport between 9 and 15 passengers, including the driver, for direct compensation (example: large van used for specific purpose): or 5. Is any vehicle used to transport any hazardous material (HAZMAT) that requires placarding (example: placards will be displayed on the vehicle). UNIT ____ CARRIER NAME _________________________________________________ ADDRESS _______________________________________________________ _______________________________________________________ CITY/STATE/ZIP ___________________________________________________ NARRATIVE (refer to vehicle by unit #) MOTOR CARR. ID o Interstate o Intrastate Upon arrival, I met with owner of the vehicle . stated that on the o Not In Comm./Govt. o Not In Comm./Other night of 3/13/21 he parked his vehicle in this spot and left with friends. did not USDOT NO. _________________________ ILLCC NO. __________________ Source of above return to his vehicle on that night, later noticing the damage on 3/14/21 at 5:30pm when o Side of Truck o Papers o Driver o Log Book GVWR/GCWR he returned to the car. The vehicle recieved damage to the drivers side doors and rear o <10,000 o 10,000 - 26,000 o >26,000 Were HAZMAT placards on vehicle? o Yes o No fender. The windows above the body damage were also pierced through. Unknown exact If yes, name on placard _______________________________________ 4 digit UN NO. ___________________ 1 digit Hazard Class NO. _______ time of hit and run with no offender information. Did HAZMAT Spill from vehicle (do NOT consider FUEL from vehicle's own tank)? o Yes o No o Unknown Did HAZMAT Regulations violation contribute to the crash? o Yes o No o Unknown Did Motor Carrier Safety Regulations (MCS) violation contribute to the crash? o Yes o No o Unknown Was a Driver/Vehicle Examination Report form completed? HAZMAT o Yes o No o Unknown Out of Service o Yes o No MCS o Yes o No o Unknown Out of Service o Yes o No Form Number _____________________________________________ IDOT PERMIT NO. ________________ WIDELOAD? o Y o N TRAILER VIN 1 ___________________________________________ LOCAL USE ONLY TRAILER VIN 2 ___________________________________________ TRAILER WIDTH(S) 0 - 96" 97 - 102" > 102" N 41.8619 U1 Race: U2 Race: TRAILER 1 o o o W -87.9702 TRAILER 2 o o o U1 COLOR U2 COLOR U1 Drug 1 000 U1 Drug 2 U2 Drug 1 000 U2 Drug 2 TRAILER LENGTH(S) 1 __________ ft 2 __________ ft TOTAL VEHICLE LENGTH __________ ft NO. OF AXLES __________ U1 TOWED DUE TO o DISABLING DAMAGE o NOT DISABLING DAMAGE DAMAGE EXTENT: U1 TOWED BY / TO : SELECT CODES FROM BACK OF CRASH BOOKLET U2 TOWED DUE TO o DISABLING DAMAGE o NOT DISABLING DAMAGE DAMAGE EXTENT: U2 TOWED BY / TO : VEHICLE CONFIG. ______ CARGO BODY TYPE ______ LOAD TYPE ______ Page 89 of 116  ILLINOIS TRAFFIC CRASH REPORT 1 1 Sheet ____ of ____ Sheets DRAC TRFD TRFC WEAT DRVA VIS VEHD LGHT COLL MANV * X002951119 * U1 2 10 U2 1 1 1 16 U2 1 U1 1 13 U2 U1 1 U2 1 4 9 U1 1 21 U2 IY003 INVESTIGATING AGENCY DAMAGE TO ANY o $500 OR LESS TYPE OF REPORT o A No Injury / Drive Away YR AGENCY CRASH REPORT NO. TRFW þ ON SCENE Villa Park PD ONE PERSON'S VEHICLE / PROPERTY o $501 - $1,500 o NOT ON SCENE (DESK REPORT) þ B Injury and / or Tow Due to Crash 1 þ OVER $1,500 o AMENDED 23 VPP23004036 VEHT þ City Township o INTERSECTION ADDRESS NO. HIGHWAY OR STREET NAME oY þN DATE OF CRASH TIME SECONDARY CRASH 15 2:19 þ AM o YES þ NO RELATED S EUCLID AVE VILLA PARK 3/11/2023 U1 PRIVATE o PM FLOW CONDITION (CIRCLE) (CIRCLE) COUNTY PROPERTY oY þN DOORING # OF MOTOR o SLOW 15 o Y VEHICLES INVLD o STOPPED U2 þ 200 ¡ ¡ ........................ FT / MI o AT INTERSECTION WITH N S E W ROOSEVELT RD ______________________________________________________________ (NAME OF INTERSECTION OR ROAD FEATURE) DU PAGE HIT & RUN oY þN WITH PEDALCYCLIST? þN 2 þ FREE FLOW # LNS þDRIVER PARKED DRIVERLESS oPED oPEDAL o EQUES o NMV o NCV o DV DATE OF BIRTH MAKE MODEL YEAR CIRCLE NUMBER(S) TOWED Y N U1 2 SUBARU FORESTER 2017 FOR DAMAGED AREA(S) 00 - NONE ¡ DUE TO CRASH þo NAME (LAST, FIRST, M) STREET ADDRESS mo SEX / day / SAFT yr AIR AUTOMATION LEVEL LEVEL 13 - UNDER CARRIAGE FIRE oþ 2 14 - TOTAL (ALL) U2 SYSTEM IN 9 ENGAGED 9 DISTRACTED o þ ALIGN F 9 8 15 - OTHER UNIT 1 o Y o NO þ UNK VEH. AT CRASH CITY STATE ZIP INJ EJCT EPTH PLATE NO. STATE YEAR ¡99 - UNKNOWN * Distraction Value o þ U1 1 O 1 0 IL 2023 POINT OF FIRST CONTACT 12 COM VEH * IF YES SEE SIDEBAR PHONE NUMBER DRIVER LICENSE NO. STATE CLASS CDL ID VIN INSURANCE CO. EXPIRED 1 IL D 0 o Y o N U2 RSUR EMS AGENCY PEDV PPA PPL VEHICLE OWNER (LAST, FIRST, M.I.) POLICY NO. Villa Park Fire Department INCIDENT IF "Y" UNKNOWN 2 HOSPITAL (TAKEN TO) OWNER STREET, CITY, STATE, ZIP PHONE NUMBER RESPONDER VEHU Refused o Y þN ( oDRIVER þPARKED oDRIVERLESS oPED oPEDAL o EQUES o NMV o NCV o DV DATE OF BIRTH MAKE MODEL YEAR CIRCLE NUMBER(S) TOWED Y N U1 2 FOR DAMAGED AREA(S) GMC ACADIA 2017 DUE TO CRASH þo NAME (LAST, FIRST, M) STREET ADDRESS mo SEX / day / SAFT yr AIR AUTOMATION LEVEL LEVEL 00 - NONE 13 - UNDER CARRIAGE FIRE oþ 1 U2 14 - TOTAL (ALL) o o SPDR UNIT 2 DISTRACTED SYSTEM IN 9 ENGAGED 9 15 - OTHER o Y o NO þ UNK VEH. AT CRASH * Distraction Value CITY STATE ZIP INJ EJCT EPTH PLATE NO. STATE YEAR ¡99 - UNKNOWN ¡ o þ U1 0 IL 2023 POINT OF FIRST CONTACT 6 COM VEH * IF YES SEE SIDEBAR PHONE NUMBER DRIVER LICENSE NO. STATE CLASS CDL ID VIN INSURANCE CO. EXPIRED 0 o Y þ N U2 RDEF EMS AGENCY PEDV PPA PPL VEHICLE OWNER (LAST, FIRST, M.I.) POLICY NO. INCIDENT IF "Y" J834249-E09-13 1 HOSPITAL (TAKEN TO) OWNER ADDRESS (STREET, CITY, STATE, ZIP) PHONE NUMBER RESPONDER BAC o o (UNIT) (SEAT) (DOB) (SEX) (SAFT) (AIR) (INJ) (EJCT) (EPTH) Y N PASSENGERS & WITNESSES ONLY (NAME) / (ADDR) / (TEL) (HOSP) (EMS) .091 U1 996 U2 # OCCS U1 1 0 (EVNO) (MOST) (EVNT) (LOC) DAMAGED PROPERTY OWNER NAME DAMAGED PROPERTY POLICE NOTIFIED TIME U2 þ AM Did crash occur oY 1 þ 18 1 3/11/2023 2:19 o PM in a Work Zone? þN DIRP 1 UNIT 1 PROPERTY OWNERS ADDRESS: STREET, CITY, STATE, ZIP PRIMARY SECONDARY EMS NOTIFIED TIME 2 o 08 28 3/11/2023 2:19 þ AM o PM o If YES check one below: Construction U1 3 o þ CITATIONS ISSUED o PENDING SECTION CITATION NO. EMS ARRIVED TIME þ AM o Maintenance 1 U2 11501A2 OW202300002108 3/11/2023 2:22 o PM þ 11 ARREST NAME SLMT 1 o Utility 1 þ CITATIONS ISSUED o PENDING SECTION CITATION NO. ROAD CLEARANCE TIME þ AM 25 11501A1 OW202300002108 3/11/2023 2:44 o PM o UNIT 2 Unknown work zone type U1 2 o ARREST NAME OFFICER ID. SIGNATURE BEAT / DIST. SUPERVISOR ID. COURT DATE TIME þ AM oY 25 3 o 328 Giovanni Garofalo Jim Svara, 340 4/12/2023 9:00 o PM Workers present? þN U2 Page 90 of 116  A Diagram and Narrative are required on all Type B crashes, LARGE TRUCK, BUS, OR HM VEHICLE X002951119 even if units have been moved prior to the officer's arrival. IF MORE THAN ONE CMV IS INVOLVED, USE SR 1050A ADDITIONAL UNITS FORMS. A CMV is defined as any motor vehicle used to transport passengers or property and: 1. Has a weight rating of more than 10,000 pounds (example: truck or truck/trailer combination): or 2. Is used or designed to transport more than 15 passengers including the driver (example: shuttle or charter bus): or 3. Is designed to carry 15 or fewer passengers and operated by a contract carrier transporting employees in the course of their employment (example: employee transporter - usually a van type vehicle or passenger car): or 4. Is used or designed to transport between 9 and 15 passengers, including the driver, for direct compensation (example: large van used for specific purpose): or 5. Is any vehicle used to transport any hazardous material (HAZMAT) that requires placarding (example: placards will be displayed on the vehicle). UNIT ____ CARRIER NAME _________________________________________________ ADDRESS _______________________________________________________ _______________________________________________________ CITY/STATE/ZIP ___________________________________________________ NARRATIVE (refer to vehicle by unit #) MOTOR CARR. ID o Interstate o Intrastate In summary: o Not In Comm./Govt. o Not In Comm./Other USDOT NO. _________________________ ILLCC NO. __________________ Source of above I spoke with the driver of unit 1 who stated the following, in summary: She was coming o Side of Truck o Papers o Driver o Log Book GVWR/GCWR from Thorntons (gas station located at 250 East Roosevelt Road) and hit unit 2 that came o <10,000 o 10,000 - 26,000 o >26,000 Were HAZMAT placards on vehicle? o Yes o No out of no where from the driveway. If yes, name on placard _______________________________________ 4 digit UN NO. ___________________ 1 digit Hazard Class NO. _______ Did HAZMAT Spill from vehicle (do NOT consider FUEL from vehicle's own I then spoke with the owner of unit 2 who confirmed his vehicle was parked unoccupied. tank)? o Yes o No o Unknown Did HAZMAT Regulations violation contribute to the crash? o Yes o No o Unknown Did Motor Carrier Safety Regulations (MCS) violation contribute to See Officer Jarzembowski's arrets report #VPPC2300427 for further information. the crash? o Yes o No o Unknown Was a Driver/Vehicle Examination Report form completed? HAZMAT o Yes o No o Unknown Out of Service o Yes o No MCS o Yes o No o Unknown Out of Service o Yes o No Form Number _____________________________________________ IDOT PERMIT NO. ________________ WIDELOAD? o Y o N TRAILER VIN 1 ___________________________________________ LOCAL USE ONLY TRAILER VIN 2 ___________________________________________ TRAILER WIDTH(S) 0 - 96" 97 - 102" > 102" N 41.8606 U1 Race: W U2 Race: TRAILER 1 o o o W -87.9705 TRAILER 2 o o o U1 COLOR Light Green U2 COLOR Gray U1 Drug 1 000 U1 Drug 2 000 U2 Drug 1 000 U2 Drug 2 000 TRAILER LENGTH(S) 1 __________ ft 2 __________ ft TOTAL VEHICLE LENGTH __________ ft NO. OF AXLES __________ U1 TOWED DUE TO þ DISABLING DAMAGE o NOT DISABLING DAMAGE DAMAGE EXTENT: 3 U1 TOWED BY / TO : Veterans Towing SELECT CODES FROM BACK OF CRASH BOOKLET U2 TOWED DUE TO þ DISABLING DAMAGE o NOT DISABLING DAMAGE DAMAGE EXTENT: 3 U2 TOWED BY / TO : Veterans Towing VEHICLE CONFIG. ______ CARGO BODY TYPE ______ LOAD TYPE ______ Page 91 of 116  ILLINOIS TRAFFIC CRASH REPORT 1 1 Sheet ____ of ____ Sheets DRAC TRFD TRFC WEAT DRVA VIS VEHD LGHT COLL MANV * X003074287 * U1 9 U2 1 1 1 1 99 U2 1 99 U1 U2 1 99 U1 U2 1 1 9 U1 99 21 U2 IY003 INVESTIGATING AGENCY DAMAGE TO ANY o $500 OR LESS TYPE OF REPORT þ A No Injury / Drive Away YR AGENCY CRASH REPORT NO. TRFW þ ON SCENE Villa Park PD ONE PERSON'S VEHICLE / PROPERTY o $501 - $1,500 o NOT ON SCENE (DESK REPORT) o B Injury and / or Tow Due to Crash 1 þ OVER $1,500 o AMENDED 23 VPP23008806 VEHT þ City Township o INTERSECTION ADDRESS NO. HIGHWAY OR STREET NAME oY þN DATE OF CRASH TIME SECONDARY CRASH 99 7:14 o AM o YES þ NO RELATED 1445 S EUCLID AVE VILLA PARK 5/28/2023 U1 PRIVATE þ PM FLOW CONDITION (CIRCLE) (CIRCLE) COUNTY PROPERTY oY þN DOORING # OF MOTOR o SLOW 1 o ........................ FT / MI N S E W ______________________________________________________________ WITH o Y VEHICLES INVLD o STOPPED U2 DU PAGE HIT & RUN þY oN PEDALCYCLIST? þN 2 þ FREE FLOW # LNS o AT INTERSECTION WITH (NAME OF INTERSECTION OR ROAD FEATURE) þDRIVER oPARKED oDRIVERLESS oPED oPEDAL o EQUES o NMV o NCV o DV DATE OF BIRTH MAKE MODEL YEAR CIRCLE NUMBER(S) TOWED Y N U1 2 UNKNOWN, UNKNOWN UNKNOWN UNKNOWN FOR DAMAGED AREA(S) 00 - NONE ¡ DUE TO CRASH oþ NAME (LAST, FIRST, M) STREET ADDRESS mo SEX / day / SAFT yr AIR AUTOMATION LEVEL LEVEL 13 - UNDER CARRIAGE FIRE oþ 2 14 - TOTAL (ALL) U2 SYSTEM IN 9 ENGAGED 9 DISTRACTED o þ ALIGN UNKNOWN 9 3 15 - OTHER UNIT 1 o Y o NO þ UNK VEH. AT CRASH CITY STATE ZIP INJ EJCT EPTH PLATE NO. STATE YEAR ¡99 - UNKNOWN * Distraction Value o þ U1 1 UNKNOWN XX O 9 0 UNKNOWN XX POINT OF FIRST CONTACT 1 COM VEH * IF YES SEE SIDEBAR PHONE NUMBER DRIVER LICENSE NO. STATE CLASS CDL ID VIN INSURANCE CO. EXPIRED 1 UNK-NOWN UNKNOWN XX UNKNOWN UNKNOWN o Y o N U2 RSUR EMS AGENCY PEDV PPA PPL VEHICLE OWNER (LAST, FIRST, M.I.) POLICY NO. 9 99 INCIDENT 9 IF "Y" UNKNOWN, UNKNOWN UNKNOWN 1 HOSPITAL (TAKEN TO) OWNER STREET, CITY, STATE, ZIP PHONE NUMBER RESPONDER VEHU o Y þN UNKNOWN UNKNOWN, XX UNKNO UNK-NOWN oDRIVER þPARKED oDRIVERLESS oPED oPEDAL o EQUES o NMV o NCV o DV DATE OF BIRTH MAKE MODEL YEAR CIRCLE NUMBER(S) TOWED Y N U1 99 TOYOTA RAV4 2014 FOR DAMAGED AREA(S) ¡ DUE TO CRASH oþ NAME (LAST, FIRST, M) STREET ADDRESS mo SEX / day / SAFT yr AIR AUTOMATION LEVEL LEVEL 00 - NONE 13 - UNDER CARRIAGE FIRE oþ 2 U2 14 - TOTAL (ALL) o o SPDR UNIT 2 DISTRACTED SYSTEM IN 0 ENGAGED 0 15 - OTHER o Y þ NO o UNK VEH. AT CRASH * Distraction Value CITY STATE ZIP INJ EJCT EPTH PLATE NO. STATE YEAR 99 - UNKNOWN ¡ o þ U1 9 WI 2023 POINT OF FIRST CONTACT 7 ¡ COM VEH * IF YES SEE SIDEBAR PHONE NUMBER DRIVER LICENSE NO. STATE CLASS CDL ID VIN INSURANCE CO. EXPIRED 0 o Y þ N U2 RDEF EMS AGENCY PEDV PPA PPL VEHICLE OWNER (LAST, FIRST, M.I.) POLICY NO. INCIDENT IF "Y" 1 HOSPITAL (TAKEN TO) OWNER ADDRESS (STREET, CITY, STATE, ZIP) PHONE NUMBER RESPONDER BAC o o (UNIT) (SEAT) (DOB) (SEX) (SAFT) (AIR) (INJ) (EJCT) (EPTH) Y N PASSENGERS & WITNESSES ONLY (NAME) / (ADDR) / (TEL) (HOSP) (EMS) 996 U1 996 U2 # OCCS U1 1 0 (EVNO) (MOST) (EVNT) (LOC) DAMAGED PROPERTY OWNER NAME DAMAGED PROPERTY POLICE NOTIFIED TIME U2 o AM Did crash occur oY 1 þ 18 1 5/28/2023 7:14 þ PM in a Work Zone? þN DIRP 1 UNIT 1 PROPERTY OWNERS ADDRESS: STREET, CITY, STATE, ZIP PRIMARY SECONDARY EMS NOTIFIED TIME 2 o 99 99 o AM o PM o If YES check one below: Construction U1 3 o o CITATIONS ISSUED o PENDING SECTION CITATION NO. EMS ARRIVED TIME o AM o Maintenance 1 U2 o PM þ 11 ARREST NAME SLMT 1 o Utility 1 o CITATIONS ISSUED o PENDING SECTION CITATION NO. ROAD CLEARANCE TIME o AM 25 o PM o UNIT 2 Unknown work zone type U1 2 o ARREST NAME OFFICER ID. SIGNATURE BEAT / DIST. SUPERVISOR ID. COURT DATE TIME o AM oY 25 3 o 302 Joseph Bastian Jim Svara, 340 o PM Workers present? þN U2 Page 92 of 116  A Diagram and Narrative are required on all Type B crashes, LARGE TRUCK, BUS, OR HM VEHICLE X003074287 even if units have been moved prior to the officer's arrival. IF MORE THAN ONE CMV IS INVOLVED, USE SR 1050A ADDITIONAL UNITS FORMS. A CMV is defined as any motor vehicle used to transport passengers or property and: 1. Has a weight rating of more than 10,000 pounds (example: truck or truck/trailer combination): or 2. Is used or designed to transport more than 15 passengers including the driver (example: shuttle or charter bus): or 3. Is designed to carry 15 or fewer passengers and operated by a contract carrier transporting employees in the course of their employment (example: employee transporter - usually a van type vehicle or passenger car): or 4. Is used or designed to transport between 9 and 15 passengers, including the driver, for direct compensation (example: large van used for specific purpose): or 5. Is any vehicle used to transport any hazardous material (HAZMAT) that requires placarding (example: placards will be displayed on the vehicle). UNIT ____ CARRIER NAME _________________________________________________ ADDRESS _______________________________________________________ _______________________________________________________ CITY/STATE/ZIP ___________________________________________________ NARRATIVE (refer to vehicle by unit #) MOTOR CARR. ID o Interstate o Intrastate On the above date and time, I was dispatched to a delayed hit and run accident at 1445 o Not In Comm./Govt. o Not In Comm./Other S. Euclid Ave. I arrived on scene and located damage on the driver's side of unit 2, USDOT NO. _________________________ ILLCC NO. __________________ Source of above include a cracked mirror. o Side of Truck o Papers o Driver o Log Book GVWR/GCWR o <10,000 o 10,000 - 26,000 o >26,000 Were HAZMAT placards on vehicle? o Yes o No Unit 2 advised the vehicle was parked on the street for a few hours and must have If yes, name on placard _______________________________________ 4 digit UN NO. ___________________ 1 digit Hazard Class NO. _______ occured between 1700-1900Hrs. Did HAZMAT Spill from vehicle (do NOT consider FUEL from vehicle's own tank)? o Yes o No o Unknown Did HAZMAT Regulations violation contribute to the crash? I provided the owner of Unit 2 the crash report number. o Yes o No o Unknown Did Motor Carrier Safety Regulations (MCS) violation contribute to the crash? o Yes o No o Unknown Was a Driver/Vehicle Examination Report form completed? I checked the area for cameras, but I was unable to make contact with any neighbors who HAZMAT o Yes o No o Unknown Out of Service o Yes o No MCS o Yes o No o Unknown Out of Service o Yes o No have cameras.I checked the area for any vehicle with damage with negative results. Form Number _____________________________________________ IDOT PERMIT NO. ________________ WIDELOAD? o Y o N TRAILER VIN 1 ___________________________________________ LOCAL USE ONLY TRAILER VIN 2 ___________________________________________ TRAILER WIDTH(S) 0 - 96" 97 - 102" > 102" N 41.8628 U1 Race: U U2 Race: TRAILER 1 o o o W -87.9702 TRAILER 2 o o o U1 COLOR U2 COLOR Gray U1 Drug 1 000 U1 Drug 2 000 U2 Drug 1 000 U2 Drug 2 000 TRAILER LENGTH(S) 1 __________ ft 2 __________ ft TOTAL VEHICLE LENGTH __________ ft NO. OF AXLES __________ U1 TOWED DUE TO o DISABLING DAMAGE o NOT DISABLING DAMAGE DAMAGE EXTENT: U1 TOWED BY / TO : SELECT CODES FROM BACK OF CRASH BOOKLET U2 TOWED DUE TO o DISABLING DAMAGE o NOT DISABLING DAMAGE DAMAGE EXTENT: U2 TOWED BY / TO : VEHICLE CONFIG. ______ CARGO BODY TYPE ______ LOAD TYPE ______ Page 93 of 116  Narrative Nothing further. Page 94 of 116  ILLINOIS TRAFFIC CRASH REPORT 1 1 Sheet ____ of ____ Sheets DRAC TRFD TRFC WEAT DRVA VIS VEHD LGHT COLL MANV * X003752927 * U1 9 10 U2 1 1 1 16 U2 1 99 U1 U2 8 99 U1 U2 1 4 9 U1 1 21 U2 IY003 INVESTIGATING AGENCY DAMAGE TO ANY o $500 OR LESS TYPE OF REPORT þ A No Injury / Drive Away YR AGENCY CRASH REPORT NO. TRFW þ ON SCENE Villa Park PD ONE PERSON'S VEHICLE / PROPERTY o $501 - $1,500 o NOT ON SCENE (DESK REPORT) o B Injury and / or Tow Due to Crash 2 þ OVER $1,500 o AMENDED 25 VPP25003998 VEHT þ City Township o INTERSECTION ADDRESS NO. HIGHWAY OR STREET NAME oY þN DATE OF CRASH TIME SECONDARY CRASH 1 7:05 o AM o YES þ NO RELATED 1500 S EUCLID AVE VILLA PARK 3/8/2025 U1 PRIVATE þ PM FLOW CONDITION (CIRCLE) (CIRCLE) COUNTY PROPERTY oY þN DOORING # OF MOTOR o SLOW 1 o ........................ FT / MI N S E W ______________________________________________________________ WITH o Y VEHICLES INVLD o STOPPED U2 DU PAGE HIT & RUN þY oN PEDALCYCLIST? þN 2 þ FREE FLOW # LNS o AT INTERSECTION WITH (NAME OF INTERSECTION OR ROAD FEATURE) þDRIVER oPARKED oDRIVERLESS oPED oPEDAL o EQUES o NMV o NCV o DV DATE OF BIRTH MAKE MODEL YEAR CIRCLE NUMBER(S) TOWED Y N U1 2 UNKNOWN, UNKNOWN UNKNOWN UNKNOWN FOR DAMAGED AREA(S) 00 - NONE ¡¡¡ DUE TO CRASH oþ NAME (LAST, FIRST, M) STREET ADDRESS mo SEX / day / SAFT yr AIR AUTOMATION LEVEL LEVEL 13 - UNDER CARRIAGE FIRE oþ 2 14 - TOTAL (ALL) U2 SYSTEM IN 6 ENGAGED 9 DISTRACTED o þ ALIGN UNKNOWN 9 3 15 - OTHER UNIT 1 o Y o NO þ UNK VEH. AT CRASH * Distraction Value CITY STATE ZIP INJ EJCT EPTH PLATE NO. STATE YEAR 99 - UNKNOWN o þ U1 1 UNKNOWN O 9 0 UNKNOWN POINT OF FIRST CONTACT 12 COM VEH * IF YES SEE SIDEBAR PHONE NUMBER DRIVER LICENSE NO. STATE CLASS CDL ID VIN INSURANCE CO. EXPIRED 1 UNK-NOWN UNKNOWN UNKNOWN UNKNOWN o Y o N U2 RSUR EMS AGENCY PEDV PPA PPL VEHICLE OWNER (LAST, FIRST, M.I.) POLICY NO. INCIDENT IF "Y" UNKNOWN, UNKNOWN UNKNOWN 1 HOSPITAL (TAKEN TO) OWNER STREET, CITY, STATE, ZIP PHONE NUMBER RESPONDER VEHU o Y þN UNKNOWN UNKNOWN, UNK-NOWN oDRIVER þPARKED oDRIVERLESS oPED oPEDAL o EQUES o NMV o NCV o DV DATE OF BIRTH MAKE MODEL YEAR CIRCLE NUMBER(S) TOWED Y N U1 2 FOR DAMAGED AREA(S) MAZDA CX-30 2023 DUE TO CRASH oþ NAME (LAST, FIRST, M) STREET ADDRESS mo SEX / day / SAFT yr AIR AUTOMATION LEVEL LEVEL 00 - NONE 13 - UNDER CARRIAGE FIRE oþ 2 U2 14 - TOTAL (ALL) o o SPDR UNIT 2 DISTRACTED SYSTEM IN 9 ENGAGED 9 15 - OTHER o Y o NO þ UNK VEH. AT CRASH * Distraction Value 99 - UNKNOWN 0 ¡¡¡ CITY STATE ZIP INJ EJCT EPTH PLATE NO. STATE YEAR o þ U1 IL 2025 POINT OF FIRST CONTACT 6 COM VEH * IF YES SEE SIDEBAR PHONE NUMBER DRIVER LICENSE NO. STATE CLASS CDL ID VIN INSURANCE CO. EXPIRED 0 o Y þ N U2 RDEF EMS AGENCY PEDV PPA PPL VEHICLE OWNER (LAST, FIRST, M.I.) POLICY NO. INCIDENT IF "Y" 1 HOSPITAL (TAKEN TO) OWNER ADDRESS (STREET, CITY, STATE, ZIP) PHONE NUMBER RESPONDER BAC o o (UNIT) (SEAT) (DOB) (SEX) (SAFT) (AIR) (INJ) (EJCT) (EPTH) Y N PASSENGERS & WITNESSES ONLY (NAME) / (ADDR) / (TEL) (HOSP) (EMS) 996 U1 W M 996 U2 # OCCS U1 1 0 (EVNO) (MOST) (EVNT) (LOC) DAMAGED PROPERTY OWNER NAME DAMAGED PROPERTY POLICE NOTIFIED TIME U2 o AM Did crash occur oY 1 þ 18 1 3/8/2025 7:05 þ PM in a Work Zone? þN DIRP 1 UNIT 1 PROPERTY OWNERS ADDRESS: STREET, CITY, STATE, ZIP PRIMARY SECONDARY EMS NOTIFIED TIME 2 o 20 28 o AM o PM o If YES check one below: Construction U1 3 o o CITATIONS ISSUED o PENDING SECTION CITATION NO. EMS ARRIVED TIME o AM o Maintenance 1 U2 o PM þ 11 ARREST NAME SLMT 1 o Utility 1 o CITATIONS ISSUED o PENDING SECTION CITATION NO. ROAD CLEARANCE TIME o AM 25 o PM o UNIT 2 Unknown work zone type U1 2 o ARREST NAME OFFICER ID. SIGNATURE BEAT / DIST. SUPERVISOR ID. COURT DATE TIME o AM oY 25 3 o 319 Elsa Franco Bryan Hruby, 359 o PM Workers present? þN U2 Page 95 of 116  A Diagram and Narrative are required on all Type B crashes, LARGE TRUCK, BUS, OR HM VEHICLE X003752927 even if units have been moved prior to the officer's arrival. IF MORE THAN ONE CMV IS INVOLVED, USE SR 1050A ADDITIONAL UNITS FORMS. A CMV is defined as any motor vehicle used to transport passengers or property and: 1. Has a weight rating of more than 10,000 pounds (example: truck or truck/trailer combination): or 2. Is used or designed to transport more than 15 passengers including the driver (example: shuttle or charter bus): or 3. Is designed to carry 15 or fewer passengers and operated by a contract carrier transporting employees in the course of their employment (example: employee transporter - usually a van type vehicle or passenger car): or 4. Is used or designed to transport between 9 and 15 passengers, including the driver, for direct compensation (example: large van used for specific purpose): or 5. Is any vehicle used to transport any hazardous material (HAZMAT) that requires placarding (example: placards will be displayed on the vehicle). UNIT ____ CARRIER NAME _________________________________________________ ADDRESS _______________________________________________________ _______________________________________________________ CITY/STATE/ZIP ___________________________________________________ NARRATIVE (refer to vehicle by unit #) MOTOR CARR. ID o Interstate o Intrastate In summary: the witness advised that he was outside of his residence when he saw a o Not In Comm./Govt. o Not In Comm./Other light tan colored Toyota rear end Unit 2, which was parked (unoccupied) N/B on S. Euclid USDOT NO. _________________________ ILLCC NO. __________________ Source of above and took off. o Side of Truck o Papers o Driver o Log Book GVWR/GCWR o <10,000 o 10,000 - 26,000 o >26,000 Were HAZMAT placards on vehicle? o Yes o No The driver of Unit 2 was notified of the hit and run. Unit 2 was provided a crash report If yes, name on placard _______________________________________ 4 digit UN NO. ___________________ 1 digit Hazard Class NO. _______ number. Did HAZMAT Spill from vehicle (do NOT consider FUEL from vehicle's own tank)? o Yes o No o Unknown Did HAZMAT Regulations violation contribute to the crash? o Yes o No o Unknown Did Motor Carrier Safety Regulations (MCS) violation contribute to the crash? o Yes o No o Unknown Was a Driver/Vehicle Examination Report form completed? HAZMAT o Yes o No o Unknown Out of Service o Yes o No MCS o Yes o No o Unknown Out of Service o Yes o No Form Number _____________________________________________ IDOT PERMIT NO. ________________ WIDELOAD? o Y o N TRAILER VIN 1 ___________________________________________ LOCAL USE ONLY TRAILER VIN 2 ___________________________________________ TRAILER WIDTH(S) 0 - 96" 97 - 102" > 102" N 41.8623 U1 Race: U U2 Race: TRAILER 1 o o o W -87.9710 TRAILER 2 o o o U1 COLOR Tan U2 COLOR Red U1 Drug 1 000 U1 Drug 2 U2 Drug 1 000 U2 Drug 2 TRAILER LENGTH(S) 1 __________ ft 2 __________ ft TOTAL VEHICLE LENGTH __________ ft NO. OF AXLES __________ U1 TOWED DUE TO o DISABLING DAMAGE o NOT DISABLING DAMAGE DAMAGE EXTENT: U1 TOWED BY / TO : SELECT CODES FROM BACK OF CRASH BOOKLET U2 TOWED DUE TO o DISABLING DAMAGE o NOT DISABLING DAMAGE DAMAGE EXTENT: U2 TOWED BY / TO : VEHICLE CONFIG. ______ CARGO BODY TYPE ______ LOAD TYPE ______ Page 96 of 116  MEMORANDUM TO: Traffic and Safety Commission FROM: DATE: June 3, 2025 SUBJECT: Item No. 912 - Traffic Study at Union Development RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 97 of 116  MEMORANDUM TO: Traffic and Safety Commission FROM: DATE: June 3, 2025 SUBJECT: Item No. 913 - Traffic Patterns and Speeding Incidents at Harvard and Washington RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 98 of 116  511 510 520 511 Washington and Harvard 517 514 532 521 519 518 536 525 522 S MICHIGAN AV 521 540 6 527 526 S HARVARD AV 544 531 530 533 132 130 550 539 539 206 542 543 2 5 1 3 N ST 4 W WASHINGTO 121 141 211 604 133 127 223 219 215 227 607 614 S YALE AV 609 Legend 615 614 No Date618 Agency Report # 617 1 01/22/2021 VPP21001462 A - Incapacitating injury 617 620 2 01/24/2021 VPP21000000 B - Non-incapacitating injury 3 04/03/2021 VPP21006325 C - Possible injury 621 4 624 03/04/2022 VPP22003577 O - Property damage 619 624 5 05/24/2023 VPP23008536 Villa Park Boundary 625 6 12/01/2023 VPP23018874 621 626 630 Page 99 of 116 Page 100 of 116 Page 101 of 116 Page 102 of 116 Page 103 of 116 Page 104 of 116 Page 105 of 116 Page 106 of 116 Page 107 of 116 Page 108 of 116 Page 109 of 116 Page 110 of 116 Page 111 of 116  MEMORANDUM TO: Traffic and Safety Commission FROM: DATE: June 3, 2025 SUBJECT: Item No. 914 - Electric Scooters RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 112 of 116  AN ORDINANCE AMENDING THE VILLA PARK MUNICIPAL CODE IN ORDER TO AUTHORIZE AND REGULATE THE USE OF LOW-SPEED ELECTRIC SCOOTERS WITHIN THE VILLAGE OF VILLA PARK, ILLINOIS WHEREAS, the Illinois Municipal Code, 65 ILCS 5/1-2-1, provides that the corporate authorities of each municipality may pass all ordinances and make all rules and regulations proper or necessary, to carry into effect the powers granted to municipalities, with such fines or penalties as may be deemed proper; and WHEREAS, the Village of Villa Park (“Village”) is a duly organized and validly existing non-home rule Illinois municipality created in accordance with the Constitution of the State of Illinois of 1970, as amended, and the laws of the State; and WHEREAS, Section 11-80-2 of the Illinois Municipal Code (65 ILCS 5/11-80-2) grants to the corporate authorities of each municipality the power to regulate the use of streets or other municipal property; and WHEREAS, Section 11-1518(a) of the Illinois Vehicle Code (625 ILCS 5/11-1518(a)) empowers the Village to authorize and regulate the operation of low-speed electric scooters within the unit of local government on any or all highways, sidewalks, trails or other public right-of-way where the operation of bicycles is permitted, subject to the restrictions of Section 11-1518; and WHEREAS, if no action is taken by the Village to expressly authorize the use of low- speed electric scooters within the Village, use of these electric scooters is not allowed and would result in a violation of Section 11-1518 of the Illinois Vehicle Code; and WHEREAS, the corporate authorities of the Village of Villa Park have determined that it is in the best interests of the Village to permit and regulate the operation of low-speed electric scooters within the corporate limits of the Village, consistent with Section 11-1518 of the Illinois Vehicle Code. NOW, THEREFORE, BE IT ORDAINED, by the Village President and Board of Trustees of the Village of Villa Park, DuPage County, State of Illinois, as follows: Section 1: The foregoing recitals shall be and are hereby incorporated herein as the findings of the Corporate Authorities. Page 1 of 4 Page 113 of 116  Section 2: The purpose of this Ordinance is to permit and regulate the use of low-speed electric scooters within the Village of Villa Park to enhance urban mobility, promote environmental sustainability and ensure public safety. Section 3: Chapter ____________________________, of the Villa Park Municipal Code, shall be and is hereby amended to add a new Section ________, entitled “Low-Speed Electric Scooters”, as follows: Sec_________ – Low-Speed Electric Scooters (a) Low-Speed Electric Scooters Permitted and Regulated. The operation of low-speed electric scooters within the Village of Villa Park is hereby permitted on any or all highways, sidewalks, trails or other public right-of-way within the Village where the operation of bicycles is permitted, and are further regulated pursuant to the provisions of this section. (b) Definition of Low-Speed Electric Scooter. A “low-speed electric scooter” shall mean “a device weighing less than 100 pounds, with 2 or 3 wheels, handlebars, and a floorboard that can be stood upon while riding, that is solely powered by an electric motor and human power, and whose maximum speed, with or without human propulsion, is no more than 10 miles per hour.” A “low-speed electric scooter” does not include a moped or motor driven cycle. (c) Permitted Use and Designated Areas. (1) Low-speed electric scooters may be operated on public roads, sidewalks, trails, bicycles paths and designated paths within the Village of Villa Park, except were prohibited by signage. (2) Low-speed electric scooters may not be operated on State highways. (3) Any use of a low-speed electric scooter in violation of this section is not an intended nor permitted use of a public right-of-way, as those terms are used in Section 3–102 of the Local Governmental and Governmental Employees Tort Immunity Act (745 ILCS 10/3–102). (d) Rules and Regulations. Low-speed electric scooters may only be operated in accordance with the following rules and regulations. (1) A person may not operate a low-speed electric scooter on any street or highway within the Village with a posted speed limit in excess of 35 mph. (2) A person operating a low-speed electric scooter must be at least 18 years of age. (3) A low-speed electric scooter may be parked in the same manner and at the same locations as a bicycle may be parked. Page 2 of 4 Page 114 of 116  (4) A low-speed electric scooter, when in use at nighttime, must have a lamp on the front that emits a white light visible from a distance of at least 500 feet to the front and with a red reflector on the rear that is visible from all distances from 100 feet to 600 feet to the rear when directly in front of lawful lower beams of headlamps on a motor vehicle, except that a lamp emitting a steady or flashing red light visible from a distance of 500 feet to the rear may be used in addition to or instead of the red reflector. (5) A low-speed electric scooter must not be equipped with, nor should any low- speed electric scooter operator use, any siren. This paragraph does not apply to a low-speed electric scooter that is a police vehicle or fire department vehicle. (6) Every low-speed electric scooter must be equipped with a brake that will adequately control movement of and stop and hold the low-speed electric scooter. (7) A person may not operate a low-speed electric scooter while carrying any package, bundle or article that prevents the operator from keeping at least one hand upon the handlebars. (8) A person may not use or operate a low-speed electric scooter to carry more than one person at a time. (9) A person operating a low-speed electric scooter may not attach himself or herself or the scooter to any other vehicle being operated on the public right- of-way. (10) A person operating a low-speed electric scooter must adhere to all applicable traffic laws, including yielding to pedestrians and obeying traffic signals and signs. (11) A person may not operate a low-speed electric scooter while under the influence of alcohol or any drug. (12) Every low-speed electric scooter must be well-maintained and in good operating condition. (e) Violations – Penalty. Any person who violates any of the provisions of this section shall be subject to a fine of not less than $50.00 for the first offense, $100.00 for the second offense and $500.00 for the third offense. Any offenses after the third offense shall be subject to a fine of not less than $750.00. The police shall have the authority to impound the low-speed electric scooter, subject to the code hearing unit adjudication provisions of ________________ the Villa Park Municipal Code. An offense committed by a minor under the direct control or with the consent of a parent or guardian may subject the parent or guardian to the penalties provided in this section. Page 3 of 4 Page 115 of 116  Section 4: All ordinances, resolutions and policies or parts thereof, in conflict with the provisions of this Ordinance are, to the extent of the conflict, expressly repealed on the effective date of this Ordinance. Section 5: If any provision of this Ordinance or application thereof to any person or circumstances is ruled unconstitutional or otherwise invalid, such invalidity shall not affect other provisions or applications of this Ordinance that can be given effect without the invalid application or provision, and each invalid provision or invalid application of this Ordinance is severable. Section 6: The headings/captions identifying the various sections and subsections of this Ordinance are for reference only and do not define, modify, expand or limit any of the terms or provisions of the Ordinance. Section 7: The clerk is directed by the corporate authorities to publish this Ordinance in pamphlet form. This Ordinance shall be in full force and effect 10 days after its passage and publication in accordance with Section 1-2-4 of the Illinois Municipal Code (65 ILCS 5/1-2-4). PASSED this _______ day of _______________ 2025, by the corporate authorities of the Village of Villa Park pursuant to a roll call vote as follows: AYES: ____________________________________ NAYS: ____________________________________ ABSENT: ____________________________________ ABSTENTION: ____________________________________ APPROVED by me this ____ day of _____________ 2025. ___________________________________ Kevin Patrick, President of the Village of Villa Park, DuPage County, Illinois ATTESTED and filed in my office, this ____ day of _____________ 2025. _______________________________ Rolf Laukant, Clerk of the Village of Villa Park, DuPage County, Illinois PUBLISHED this _____ day of _____________, 2025. _______________________________ Rolf Laukant, Clerk of the Village of Villa Park, DuPage County, Illinois Page 4 of 4 Page 116 of 116