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 July 1, 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 June 3, 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 128  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 j. Item No. 914 - Electric Scooters 9. New Business 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 128  MEMORANDUM TO: Traffic and Safety Commission FROM: Kevin Mantels, Assistant Village Engineer DATE: July 1, 2025 SUBJECT: Report of the Bike, Pedestrian, and Transit Subcommittee RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 3 of 128  MEMORANDUM TO: Traffic and Safety Commission FROM: Kevin Mantels, Assistant Village Engineer DATE: July 1, 2025 SUBJECT: Consider approval of pending minutes from the Traffic and Safety Commission meeting held on June 3, 2025 RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 4 of 128  VILLAGE OF VILLA PARK Village Hall Board Room 20 South Ardmore Avenue Villa Park, Illinois 60181 Traffic and Safety Commission June 3 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 JUNE 3, 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, Flaskamp, Little, McMurray, C. Timmerman, K. Timmerman, Pienkos, Wagner. ABSENT: DeTomaso Staff Present: Kevin Mantels, Assistant Village Engineer. Board Present: None. Others Present: None. 3. Amendments to the Agenda. None 4. Public Comments on Agenda Items. Charley Williams of 1445 S. Euclid spoke regarding 8g Item No. 911. Resident wanted to note that multiple residents are having an issue with the speeding on S Euclid. Crash reports (agenda packet pages 92 & 93) are incidents that happened in front of his home. He suggested painting lines for parking to make the street appear narrower. Commissioner Cuthbertson inquired as to whether the crashes are happening at a specific time of day or random times. Jon Devens of 1505 S. Euclid noted that traffic studies were done when Rich Keehner was Village Manager. An email sent by resident mentioned that three different vehicles have been hit by vehicles leaving Thorton’s gas station. Two of his vehicles have been totaled (2023 & 2025). He suggested a cul-de-sac or jersey barriers. Roseann Devens of 1505 S. Euclid responded first to Commissioner Cuthbertson. She noted that incidents have happened in the morning and evening. This has been as issue since 2016. She is Page 1 of 6 Page 5 of 128  concerned about the incoming therapy center nearby. This will increase traffic and is a dangerous area for children utilizing the therapy center. At the exit of 220 Roosevelt Rd there used to be a ‘No Right Turn’ sign. It was damaged and never replaced. Traffic has also increased on Euclid since the traffic light was installed at Villa Ave. Kathleen Gargano stated she was not aware of discussions at meetings until Commissioner Wagner visited residents in person. She is the resident that facilitated the speed bumps that were previously installed. She noted that the streets being wider encourage people to speed. She appreciated Commissioner Little for speaking about Vision Zero project, it has a lot of good information. She suggested a roundabout and referenced areas in Chicago that have similar width streets. The city also has a pedestrian plan for safer streets. Chairman Pienkos noted that this issue will be discussed later in the meeting. 5. Public Comments on Non-Agenda Items. Joe Amore of 309 E Maple informed the commission that as of May 19, 2025, he is also a York Township Trustee. He gave information on how to contact the new York Township Highway Commissioner. Additionally, he wanted to suggest that when the Villa Ave project is taking place, that bike lanes can be added along N Villa Ave, between Thomas & Second near the Salt Creek Greenway Trail. He added that he met with Metra Safety Police and volunteers at the Hanover Park Metra Safety Blitz. This event promotes safety around trains. He is coordinating with them and first responders to have them visit the Villa Park train station. He also wanted to note that there have been blue and white signs posted at every train crossing that are marked with unique identifiers and information that gives you direct access to a dispatcher who will then contact the engineer in case of an emergency or other issues. Mr. Amore also provided a list of sites near train tracks that need to be addressed. They currently do not have access restrictions. 6. Presentations. 6a. Report of the Bike, Pedestrian, and Transit Subcommittee. Commissioner Wagner noted that the subcommittee’s last meeting was held on May 22, 2025. Commissioner Wagner provided updates regarding recent activities; May 10 Smart Cycling class which had low attendance, May 21 Ride of Silence including a police escort, May 24 Bike Registration event. There were 27 bikes, and 2 e-scooters registered and on May 8-9 he attended the Bike Summit in Springfield, IL. He wanted to bring attention to communication a commissioner had with the District 88 board. They have concerns regarding safety for Willowbrook students that must utilize Riordon from Ardmore to Monterey and on Ardmore from Roosevelt to Canterbury due to the absence of sidewalks. There was also discussion about the Ardmore Ave Improvement Project and the traffic study being done. 7. Approval of Minutes. 7a. Consider approval of pending minutes from the Traffic and Safety Commission meeting held on May 4, 2025. Motion to approve the minutes of the Traffic and Safety Commission meeting held on May 4, 2025, was made by Commissioner Wagner and seconded by Commissioner McMurray. Voice vote passed with all ayes. Motion carried. Minutes approved. Page 2 of 6 Page 6 of 128 8. Old Business. 8a. Item No. 902 – Stop Signs at Elm and Princeton. ExOfficio Mantels informed the commission that the traffic study outcomes are included separate from the packet. Motion to table Item No. 902 and Item No. 903 were made by Commissioner Little and seconded by Commissioner C. Timmerman. Voice vote passed with all ayes. Motion carried. Items tabled. 8b. Item No. 903 – Stop Signs at Division and Princeton. ExOfficio Mantels noted that one of the criteria for all way stop control warrant is sight distance. There are multiple sight obstructions due to private landscaping. The Community & Economic Development is addressing those issues. Item pending. See Iten No. 902 8c. Item No. 906 – Crosswalk across Ardmore Avenue near Lufkin Park. ExOfficio Mantels noted that the traffic study has occurred, but the view was blocked on one camera due to a fallen tree branch. Cameras will be re-installed to re-collect additional data. Commissioner Little asked for a timeline, ExOfficio Mantels stated it is scheduled to be done next week. Commissioner Flaskamp asked for clarification regarding boundaries of study. ExOfficio Mantels responded that there will be some overlap and increased scope to capture additional information in the Lufkin corridor. The study includes all modes of transportation. Motion to table Item No 906 was made by Commissioner Wagner and seconded by Commissioner Little. Voice vote passed with all ayes. Motion carried. 8d. Item No. 908 – Speeding / traffic safety issues on Madison between Villa and Riverside ExOfficio Mantels researched whether the radar camera light boards he mentioned at last month’s meeting. They do not record any data. Commissioner Wagner questioned if a traffic study could be requested. ExOfficio Mantels was waiting for this meetings outcome before performing the study. Commissioner Little inquired as to what the village could do to alleviate speeding. She is looking for ideas for what can be done sooner than later and suggested paint striping. ExOfficio Mantels explained that there is a lot that goes into making physical changes to a street. He stated that he would discuss paint striping with his superiors. Commissioner Wagner brought to attention the topic of enforcement and education. Chairperson Pienkos and Commissioner Cuthbertson asked police officer in gallery if a request can be submitted for additional enforcement. Police Officer stated he would talk to his superiors. Commissioner Wagner requests that we collect data with traffic speed and volume for this area. Commissioner Flaskamp questioned if traffic issues just change locations once one area has been remedied. She would like to see historical traffic data to compare. Commissioner Wagner stated that the DuPage Mayors and Managers Conference (DMMC) has a lot of information regarding traffic calming solutions. Chairperson Pienkos noted that in October 2024 a representative from Chicago Metropolitan Agency for Planning (CMAP) suggested solutions. The speed issues are not just in this area, but Villa Ave as well. Commissioner Cuthbertson asked for the amount of traffic counters the village has. He also requested the results from the Euclid traffic study. ExOfficio Mantels confirmed the village has eight magnetic counters and an additional counter that collects all data was acquired. He also informed the commission that the Ardmore corridor study will be available to the public. Motion to table item was made by Commissioner Wagner and seconded by Commissioner McMurray. Voice vote passed with all ayes. Motion carried. Item tabled. 8e. Item No. 909 - Reverse Parking on Wildwood from South to North-Illinois to Euclid. Commissioner Wagner noted that he walked the area of concern on Wildwood from Illinois to Euclid. He spoke with five residents for opinions. The majority did not have an opinion either way. One resident that has a driveway on Wildwood raised concerns of accidentally backing into a vehicle when she is leaving her home. Commissioner C. Timmerman mentioned that an issue was the vegetation on the South side of the street. Commissioners Wagner and C. Timmerman stated that Page 3 of 6 Page 7 of 128  the area is being well maintained. Chairperson Flaskamp inquired if the ordinance to change sides lists a reason. ExOfficio Mantels noted that the ordinance was passed in Oct 2018, but there is no presentation on file. Chairperson Pienkos recommends that the item stays on the agenda until the Union development has started. Motion to table item was made by Commissioner Flaskamp and seconded by Commissioner K. Timmerman. Voice vote passed with all ayes. Motion carried. Item tabled. 8f. Item No. 910 – Traffic and parking on Wildwood east of Euclid to Villa Avenue Chairperson Pienkos requested an update on the progress of the development. ExOfficio Mantels confirmed that the planning stage has been completed, but no permits have been applied for. He is waiting on the revised impact study for the development. It has been received and is currently under review. Results will be provided as soon as the review process is complete. Motion to table item was made by Commissioner Flaskamp and seconded by Commissioner K. Timmerman. Voice vote passed with all ayes. Motion carried. Item tabled. 9. New Business. 9a. Item No. 911 – Traffic crashes on South Euclid north of Roosevelt Road Commissioner Little noted that some residents mentioned a roundabout and whether that is something the village can do. She would like more action taken to rectify this issue. Chairperson Pienkos stated that the paint striping would be a temporary fix. ExOfficio Mantels stated that the village is open to having discussions regarding a solution. He believes more than just striping should be done. Speed table, narrower street, round about etc. A resident that spoke earlier mentioned she had a 2016 traffic study; it was requested that a copy be provided to the commission. Resident also provided a drawing of what a roundabout would look like in the area. Commissioner Cuthbertson agrees that striping will make the street look narrower and hopefully reduce speed. Commissioner McMurray informed the commission that Downers Grove had a center median installed for a wide street in their village. Commissioner Wagner is requesting a cost breakdown of different solutions. Chairperson Pienkos reminded the commission that there are two other jurisdictions (Oak Brook Terrace and York Township), Villa Park only has jurisdiction over ± 650’ of roadway. ExOfficio Mantels has reached out to Joe Amore for the contact information of the York Township Highway Commissioner, James Kehring. Chairperson Pienkos requests information on the progress of the ABA Therapy Center located in the former Gordon Food Service building. Commissioner McMurray inquired as to whether the area will become a ‘School Zone’ after the center opens. ExOfficio Mantels will reach out to the Community & Economic Development department. Motion to table item was made by Commissioner Little and seconded by Commissioner Wagner. Voice vote passed with all ayes. Motion carried. Item tabled. New Item(s): Item No. 912 – Traffic Study at Union Development Motion to table item was made by Commissioner Little and seconded by Commissioner C. Timmerman. Voice vote passed with all ayes. Motion carried. Item tabled. Item No. 913 – Traffic Patterns and Speeding Incidents at Harvard and Washington Commissioner Flaskamp asked if there was a traffic study done. ExOfficio Mantels directed her to the diagram in the agenda packet. It displays crashes within the last five years but does not include Page 4 of 6 Page 8 of 128  traffic counts. Chairperson Pienkos noted that nearby road project might be affecting traffic. The subject should be revisited when the project is complete. Motion to table item was made by Commissioner Flaskamp and seconded by Commissioner C. Timmerman. Voice vote passed with all ayes. Motion carried. Item tabled. Item No. 914 – Electric Scooters Commissioner Wagner provided a pamphlet from the City of Chicago with safety information. According to the State of Illinois, if there is no ordinance, electric scooters are not permitted. He suggested mandating that electric scooters be registered. Chairperson Pienkos pointed out that included in the agenda packet is the ordinance draft (pages 113-116). ExOfficio Mantels explained that the draft was drafted by the village attorney. It was presented and discussed at the May 19, 2025 board meeting. The village board is requesting this commission review and making comments on the draft. Chairperson Pienkos requests that the commission review the ordinance draft. He recently spoke with a Village of Lombard police officer to inquire about what solutions they came up with. There should be age requirements. Commissioner Wagner is researching the different types of electric scooters. He suggests that the electric scooter having at least a head lamp and rear reflector should be mandatory as it is for bicycles. included in the agenda packet is the ordinance draft (pages 113-116). He noted that those requirements are written into the state statute and by extension, the village is required to incorporate this into the ordinance. Commissioner Little pointed out that is the in ordinance draft. Commissioner Cuthbertson noted that the City of Elmhurst has implemented electric scooter and bike regulations. He will investigate the specifics and report back to the commission. Commissioner Flaskamp questioned what the issues would be if a rider travels through a municipality that doesn't allow electric scooters. Police officer in gallery noted that that would be up to the individual municipalities. Chairperson Pienkos inquired as to whether the village has any jurisdiction of the Prairie Path or Great Western Trail. ExOfficio Mantels is uncertain. Police officer in gallery stated that the municipality responsible for enforcement of the path or trail is dependent on the individual town. Chairperson Pienkos requests that a copy of the state law be sent to commission. Motion to table item was made by Commissioner K. Timmerman and seconded by Commissioner McMurray. Voice vote passed with all ayes. Motion carried. Item tabled. 10. Commissioner Comments. 10a. Commissioner McMurray – None 10b. Commissioner C. Timmerman – He will not be at the July 1, 2025 meeting. He is requesting a change of date. He also suggested possibly changing the day of the week to avoid the day after holiday issues. ExOfficio Mantels explained that to move a meeting date, it has to be on the agenda of the previous months meeting. Chairperson Pienkos suggests that by October 2025, the 2026 meeting schedule be confirmed. 10c. Commissioner K. Timmerman - None 10d. Commissioner Cuthbertson – None 10e. Commissioner Wagner – He would like to thank the ExOfficio Mantels and the public works department for assisting in the distribution of signs. He brought up concerns regarding the entrance of K5 Construction (DuPage Materials) created directly next to the Greenway Trail at Villa Ave and Second St. This is in unincorporated DuPage County. ExOfficio Mantels noted that he already reached out to York Township Highway Commission and DuPage County. It was DuPage County that issued the permit. He agrees it is not safe and is waiting for more information. 10f. Commissioner Little – None 10g. Commissioner Flaskamp - Requested clarification regarding changing a meeting date. ExOfficio Mantels explained that it must receive a formal action. And for that to happen, it must be on the agenda at a prior meeting. Page 5 of 6 Page 9 of 128 11. Chairperson Comments. 11a. Chairperson Pienkos - Would like to recognize the police department and all their hard work. Specifically on a night where they were searching for someone. They do a lot that the residents don’t see, so thank you! He addressed Trustee Kumar in the gallery and offered time for her to say a few words. She stated is glad she came to the meeting and heard some things she will bring to the board. Specifically, regarding electric scooters/bikes and safety. 12. Village Board Liaison Comments. None. 13. Village Staff Comments. 13a. ExOfficio Mantels - Will not be at July 1, 2025 meeting. 14. Adjournment. Motion to adjourn was made by Commissioner Flaskamp and seconded by Commissioner K. Timmerman. Voice vote passed with all ayes. Motion carried. Meeting adjourned at 10:07 p.m. Respectfully submitted, Janelle Manzke Secretary Next Meeting is scheduled for July 1, 2025. Page 6 of 6 Page 10 of 128 Page 11 of 128 Page 12 of 128 Page 13 of 128 Page 14 of 128 Page 15 of 128  MEMORANDUM TO: Traffic and Safety Commission FROM: Kevin Mantels, Assistant Village Engineer DATE: July 1, 2025 SUBJECT: Item No. 902 - Stop Signs at Elm and Princeton RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 16 of 128 Memo To: J. Pienkos, Traffic and Safety Commission Chairperson From: Kevin L. Mantels, P.E., Assistant Village Engineer Date: June 3, 2025 Re: Traffic and Safety Item No. 902 – Stop Signs at Elm and Princeton The Village of Villa Park Traffic and Safety Commission has received a request for all-way stop control at the intersection of West Elm Street and North Princeton Avenue. Pursuant to discussion by the commission, the Village of Villa Park Engineering Division has conducted an engineering study, including an all-way stop control warrant study, to determine if all-way stop control is appropriate at this location. Guidance for the recommended engineering study to determine all-way stop control at an intersection, and for the warrants to be considered as a part of that study, is prescribed in the Manual on Uniform Traffic Control Devices for Streets and Highways, or “MUTCD”. The MUTCD is prepared and published by the U.S. Department of Transportation Federal Highway Administration. In the current 11th edition of the MUTCD, effective December 2023, this is covered in Section 2B.12, All-Way Stop Control. The all-way stop control warrants prescribed in the MUTCD are repeated here for reference, along with a discussion of the engineering study investigation that was conducted for each of them. Section 2B.13 All-Way Stop Control Warrant A: Crash Experience Option: 01 All-way stop control may be installed at an intersection where an engineering study indicates that: A. For a four-leg intersection, there are five or more reported crashes in a 12-month period or six or more reported crashes in a 36-month period that were of a type susceptible to correction by the installation of all-way stop control. Investigation Crash reports document two (2) traffic crashes reported at or near the intersection of Elm and Princeton from 01/01/2020 to date. While the two reported crashes are potentially of a type susceptible to correction by the installation of all-way stop control, there are not five or more reported crashes in a 12-month period, nor six or more reported crashes in a 36-month period. Warrant A is therefore not met. Documentation of crash experience is attached in Exhibit A. Warrant A Met: No Page 17 of 128 Section 2B.14 All-Way Stop Control Warrant B: Sight Distance Option: 01 All way stop control may be installed at an intersection where an engineering study indicates that sight distance on the minor-road approaches controlled by a STOP sign is not adequate for a vehicle to turn onto or cross the major (uncontrolled) road Support: 02 At such a location, a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the intersection unless conflicting cross traffic is also required to stop. Investigation The minor-road approaches on Princeton Avenue are not subject to any geometric conditions that impact the sight distance of road users, nor to the presence of any homes or other permanent structures that impact the sight distance of road users. The only potential impact to the sight distance of road users are the presence of a number of mature parkway trees; however, despite such parkway trees being present along all four lines of sight, road users, after stopping, are still able to see conflicting traffic without issue and are able to negotiate the intersection. Warrant B is therefore not met. Documentation of sight distance is attached in Exhibit B. Warrant B Met: No Section 2B.15 All-Way Stop Control Warrant C: Transition to Signal Control or Transition to Yield Control at a Circular Intersection Option: 01 All-way stop control may be installed at locations where all-way stop control is an interim measure that can be installed to control traffic while arrangements are being made for the installation of a traffic control signal (see Chapter 4C) at the intersection or for the installation of yield control at a circular intersection. Investigation There are no arrangements being made for the installation of a traffic control signal at the intersection of Elm and Princeton, and the intersection is not a circular intersection. Warrant C is therefore not met. Warrant C Met: No Section 2B.16 All-Way Stop Control Warrant D: 8-Hour Volume (Vehicles, Pedestrians, Bicycles) Option: 01 All-way stop control may be installed at an intersection where an engineering study indicates: A. The combined motor vehicle, bicycle, and pedestrian volume entering the intersection from the major-street approaches is at least 300 units per hour for each of any 8 hours of a typical day; and B. The combined motor vehicle, bicycle, and pedestrian volume entering the intersection from the minor-street approaches is at least 200 units per hour for each of any of the same 8 hours. 02 If the 85th-percentile approach speed of the major-street traffic exceeds 40 mph, the minimum vehicular volume warrants may be reduced to 70 percent of the values given in Items A and B in Paragraph 1 of this Section. Page 18 of 128 Investigation Traffic counts were conducted at the intersection of Elm and Princeton between 11/12/2024 and 11/29/2024. The traffic counts that were conducted captured data in 15-minute increments. It should be noted that Warrant D mentions consideration of the combined volume of all road users— including motor vehicles, pedestrians, and bicycles. However, the traffic counters used for the volume study are magnetic counters, which collect data by capturing the magnetic field of passing vehicles. Magnetic counters are not intended to capture data for pedestrians and bicycles; therefore the traffic count data that was collected pertains only to motor vehicle traffic. As a supplement to the quantitative analysis of motor vehicle traffic volume that was conducted, a qualitative analysis of the pedestrian and bicycle volumes follows below. The peak motor vehicle volume entering the intersection from the major-street approaches on Elm Street for any 15-minute period was 43 motor vehicles. It can therefore be concluded that the peak hourly motor vehicle volume for any single hour is no more than 172 motor vehicles. While there was almost certainly pedestrian and bicycle volume, it is unlikely that it would be sufficient to push the combined volume above the threshold of 300 vehicles per hour. Further, given that the threshold is at least 300 vehicles per hour for each of any 8 hours, it is highly unlikely that there would be sufficient pedestrian and bicycle volume to push the combined volume above the threshold of 300 vehicles per hour for the required 8 hours. Thus, even though a quantitative analysis of pedestrian and bicycle volume was not conducted, it is reasonable to conclude that the combined volume entering the intersection from the major-street approaches on Elm Street does not meet the threshold. The peak motor vehicle volume entering the intersection from the minor-street approaches on Princeton Avenue for any 15-minute period was 21 motor vehicles. It can therefore be concluded that the peak hourly volume for any single hour is no more than 84 vehicles. While there was almost certainly pedestrian and bicycle volume, it is unlikely that it would be sufficient to push the combined volume above the threshold of 200 vehicles per hour. Further, given that the threshold is at least 200 vehicles per hour for each of any of the same 8 hours, it is highly unlikely that there would be sufficient pedestrian and bicycle volume to push the combined volume above the threshold of 200 vehicles per hour for the required 8 hours. Thus, even though a quantitative analysis of pedestrian and bicycle volume was not conducted, it is reasonable to conclude that the combined volume entering the intersection from the minor-street approaches on Princeton Avenue does not meet the threshold. The 85th-percentile approach speed of the eastbound major-street traffic on Elm Street was 34 mph. The 85th-percentile approach speed of the westbound major-street traffic on Elm Street was 30 mph. Given that neither exceeds the threshold of 40 mph, there is no justification for a reduction of the minimum vehicular volume warrants. None of the above considerations for traffic volume meet the stated thresholds. Warrant D is therefore not met. Documentation of volume is attached in Exhibit D. Warrant D Met: No Section 2B.17 All-Way Stop Control Warrant E: Other Factors Option: 01 All-way stop control may be installed at an intersection where an engineering study indicates that all- way stop control is needed due to other factors not addressed in the other all-way stop control warrants. Such other factors may include, but are not limited to, the following: Page 19 of 128  A. The need to control left-turn conflicts, B. An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics where all-way stop control would improve traffic operational characteristics of the intersection, or C. Where pedestrian and / or bicyclist movements support the installation of all-way stop control. Investigation There is no evidence and no existing conditions that would suggest that left-turn conflicts exist. Neither Elm Street nor Princeton Avenue are classified as neighborhood collector streets, and there is no reason to suggest that all-way stop control would improve traffic operational characteristics of the intersection. As discussed previously as a part of Warrant D, the traffic count data that was collected pertains only to motor vehicle traffic. That said, there is no evidence and no existing conditions that would suggest that pedestrian and / or bicyclist movements support the installation of all-way stop control. In addition to the above considerations, there is no other evidence and no existing conditions known at this time that would merit further consideration under this Warrant E. Warrant E is therefore not met. Warrant E Met: No Summary Warrant A Met: No Warrant B Met: No Warrant C Met: No Warrant D Met: No Warrant E Met: No Conclusion Given that the engineering study conducted indicates that none of all-way stop control warrants prescribed by the MUTCD are met, and further, that in my professional engineering judgment there is no evidence and no existing conditions to suggest that all-way stop control would be appropriate at this location, it is my professional opinion that all-way stop control not be installed at the intersection of Elm and Princeton. Prepared by: Kevin L. Mantels, P.E. this 3rd day of June, 2025 Illinois License No. 062-072037 Page 20 of 128  Exhibit A All-Way Stop Control Warrant A: Crash Experience Page 21 of 128 Page 22 of 128  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 23 of 128  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 24 of 128 Page 25 of 128 Page 26 of 128  Exhibit B All-Way Stop Control Warrant B: Sight Distance North Princeton Avenue, southbound, on north side of Elm Street, looking east North Princeton Avenue, southbound, on north side of Elm Street, looking west Page 27 of 128  Exhibit B All-Way Stop Control Warrant B: Sight Distance North Princeton Avenue, northbound, on south side of Elm Street, looking west North Princeton Avenue, northbound, on south side of Elm Street, looking east Page 28 of 128  Exhibit C All Way Stop Control Warrant C: Transition to Signal Control or Transition to Yield Control at a Circular Intersection No documentation applicable for this warrant. Page 29 of 128  Exhibit D All-Way Stop Control Warrant D: 8-Hour Volume (Vehicles, Pedestrians, Bicycles) Page 30 of 128  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 31 of 128 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 32 of 128  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 33 of 128  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 34 of 128  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 35 of 128  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 36 of 128  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 37 of 128  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 38 of 128  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 39 of 128  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 40 of 128  Exhibit E All Way Stop Control Warrant E: Other Factors No documentation applicable for this warrant. Page 41 of 128  MEMORANDUM TO: Traffic and Safety Commission FROM: Kevin Mantels, Assistant Village Engineer DATE: July 1, 2025 SUBJECT: Item No. 903 - Stop Signs at Division and Princeton RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 42 of 128 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 43 of 128 Page 44 of 128 Page 45 of 128 Page 46 of 128 Page 47 of 128 Page 48 of 128 Page 49 of 128 Page 50 of 128 Page 51 of 128 Page 52 of 128 Page 53 of 128 Page 54 of 128  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 55 of 128 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 56 of 128  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 57 of 128  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 58 of 128  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 59 of 128  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 60 of 128  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 61 of 128  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 62 of 128  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 63 of 128  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 64 of 128  MEMORANDUM TO: Traffic and Safety Commission FROM: DATE: July 1, 2025 SUBJECT: Item No. 906 - Crosswalk across Ardmore Avenue near Lufkin Park RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 65 of 128  MEMORANDUM TO: Traffic and Safety Commission FROM: Kevin Mantels, Assistant Village Engineer DATE: July 1, 2025 SUBJECT: Item No. 908 - Speeding / traffic safety issues on Madison between Villa and Riverside RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 66 of 128 Page 67 of 128 Page 68 of 128 Page 69 of 128 Page 70 of 128 Page 71 of 128 Page 72 of 128 Page 73 of 128 Page 74 of 128 Page 75 of 128 Page 76 of 128 Page 77 of 128 Page 78 of 128 Page 79 of 128 Page 80 of 128 Page 81 of 128 Page 82 of 128 Page 83 of 128  MEMORANDUM TO: Traffic and Safety Commission FROM: DATE: July 1, 2025 SUBJECT: Item No. 909 - Reverse Parking on Wildwood from South to North-Illinois to Euclid RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 84 of 128  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 85 of 128  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 86 of 128 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 87 of 128  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 88 of 128 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 89 of 128 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 90 of 128 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 91 of 128 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 92 of 128 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 93 of 128  MEMORANDUM TO: Traffic and Safety Commission FROM: DATE: July 1, 2025 SUBJECT: Item No. 910 - Traffic and parking on Wildwood east of Euclid to Villa Avenue RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 94 of 128  MEMORANDUM TO: Traffic and Safety Commission FROM: DATE: July 1, 2025 SUBJECT: Item No. 911 - Traffic crashes on South Euclid north of Roosevelt Road RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 95 of 128 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 96 of 128  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 97 of 128  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 98 of 128  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 99 of 128  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 100 of 128  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 101 of 128  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 102 of 128  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 103 of 128  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 104 of 128  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 105 of 128  Narrative Nothing further. Page 106 of 128  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 107 of 128  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 108 of 128  MEMORANDUM TO: Traffic and Safety Commission FROM: DATE: July 1, 2025 SUBJECT: Item No. 912 - Traffic Study at Union Development RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 109 of 128  MEMORANDUM TO: Traffic and Safety Commission FROM: DATE: July 1, 2025 SUBJECT: Item No. 913 - Traffic Patterns and Speeding Incidents at Harvard and Washington RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 110 of 128  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 111 of 128 Page 112 of 128 Page 113 of 128 Page 114 of 128 Page 115 of 128 Page 116 of 128 Page 117 of 128 Page 118 of 128 Page 119 of 128 Page 120 of 128 Page 121 of 128 Page 122 of 128 Page 123 of 128  MEMORANDUM TO: Traffic and Safety Commission FROM: DATE: July 1, 2025 SUBJECT: Item No. 914 - Electric Scooters RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 124 of 128  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 125 of 128  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 126 of 128  (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 127 of 128  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 128 of 128